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161 Bristol Forest Trl 03-1822 New SFHCONTRACTOR ADDRESS PHONE NUMBER Centex Homes 385 Douglas Ave., Ste 2000 Altamonte Springs, FL 32714 407-661-2176 CGC 049689 FL'ROPERTY 'vim ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE d SUBDIVISION CAL& PERMIT # C - a a DATE PERMIT DESCRIPTION U-12— oU PERMIT VALUATION'-) \ :Sb'A SQUARE FOOTAGE r CERTIFICATE OF OCCUPANCY / COMPLETION r. l This is to certify that the building located at 161 BRISTOL FOREST TR for which permit 03-00001822 has heretofore been issued on 5/29/03 has been completed according to plans and specifications filed in the office of the Buildi g Off icial rior to the issuance of said building permit, to wit as e4A) S, rv,1 C complies with all the building, plumbing, electri al, zonilng and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes DATE APPROVAL DATE BUILDING: FIRE: Finaled Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In D ` f (lGu Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs U d n Lights Storm Sewer Driveway Street Work FEES PAID DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 6/18/03 10.00 01-APPLCTN FEE -BUILDING 5/29/03 10.00 01-APPLCTN FEE -MECHANIC 7/17/03 10.00 01-APPLCTN FEE -PLUMBING 6/16/03 10.00 02-ENGNG DEVLPMT FEES 5/29/03 10.00 01-FIRE IMPACT - RESIDENT 5/29/03 59.27 01-LIBRARY IMPACT FEE 5/29/03 54.00 01-OPEN SPACE 5/29/03 279.61 No APPROVAL PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION I This is to certify that the building located at, 161 BRISTOL FOREST TR for which permit 03-00001822 has heretofore been issued on 5/29/03 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-PLAN ALTERATIONS 6/10/03 35.00 01-POLICE IMPACT - RESID 5/29/03 91.93 01-RADON GAS 'PAX FEE 5/29/03 10.10 01-ROAD IMPACT FEES 5/29/03 847.00 01-RECOVERY FD/CERT. PGM. 5/29/03 10.10 01-SCHOOL IMPACT FEE 5/29/03 1384.00 WD IMPACT:SINGLE FAMILY 5/29/03 650.00 SD IMPACT:SINGLE FAMILY 5/29/03 1700.00 0,0-A - ",J4 un N 10(c I t OWNER BUILVING OFFICIAL / DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: \ 0 PERMIT #: bj ; \ a ADDRESS: CONTRACTOR: PHONE #: L\c y The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. io/f3/03 ngineeringire Public Works oning Utilities icensirng C\ CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) ro CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** =1 X DATE: ~ ' 0: ' 1 PERMIT #: ti 1 " c721 cc'°' ADDRESS: N c ® py q094 C v u a o CONTRACTOR: "4 W A. off PHONE #: 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 ire( Public Wor oning,/ 1 ti icensirg f\ CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: 10 -'`2' PERMIT #: ADDRESS: 61- \ (s a CONTRACTOR: PHONE #: (y c6 3 l da 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. 0. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering ire n 1 4ra o ublic Worms oning Utilities icensing I CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 1; O.M.B. No. 3067-0077 Expires December 31, 200° 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 161 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 62, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): N' or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA t-tUtKAL tMtK1 itNUT IVIANAGtMtN I AUlzNUY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION- CERTIFICATE Important: Read the instructions on pages 1. - 7. SECTION A - PROPERTY OWNER INFORMATION B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FL001YELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 1202940035 E 4/17/95 4/17AJ5 X NIA btu. Indicate Erie source or the base Hood Elevation (brt) data or base flood depth entered in 89. FIS Profile 0 FIRM Community Determined Other (Describe): r 811. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): — 812. Is the building located in a Coastal Barrier Resources System (CBRS) area a 0therwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED), C1. Building elevations are based on: Construction Drawings' Building Under Construction* ® Finished Construction Anew 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, AR/A, AR/AE, AR/A1-A30, AR/AH, ARIA0 Complete Items C3: ai below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used fdr the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor(induding basement or enclosure) 14. 7 ft.(m)co o b) Top of next higher floor N/A . ft.(m) o c) Bottom of lowest horizontal, structural member (V zones only) N/A. ft.(m) o d) Attached garage (top of slab) 14. 4 ft.(m) 00 E 1 o e) Lowest elevation of machinery and/or equipmerif W M servicing the building (Describe in a Comments area). 14.1 ft.(m) E ro o f) Lowest adjacent (finished) grade (LAG) 12.1 ft.(m) Z o g) Highest adjacent (finished) grade (HAG) 14. 5 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft, above adjacent grade 0 o I) Total area of all permanent openings (flood vents) in C3.h 0 sq, in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available, 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. I CERTIFIERS NAME: WILLIAM R MUSCATELLO, JR LICENSE NUMBER: 4928 ' i i TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS 320 E. SOUT SIGNATURE FEMA Form 81-31, January 2003 CITY ORLANDO DATE 10/8103 See reverse side for continuation. STATE ZIP CODE FL 32803 407) 426-7979 Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section Q For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 161 BRISTOL FOREST TRAIL Poliiy Number F CITY . STATE ZIP CODE SANFORD FL 32771 Company NAIC Number 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. I COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments . SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA 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 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 natural grade, if available). E3. For Building Diagrams 6$ with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crn) above the 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 O below (check one) the highesL4acent 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 Yes No Unknown. The local official must certify this information in. Section G. or LOMR-F, no diagram accurately adjacent grade. (Use highest adjacent grade. (Use ordinance? SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. ssued or community - PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE.. ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check I here if attachments I 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 Certificate. Complete -the applicable item(s) and sign below. . G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or archi or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or communityassued BFE) or Zone A0. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. I ), and G of this Elevation who is authorized by state G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/ iCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is:. _. _tt,(m) G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft.(m) Datum: _ Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS I i Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions r PLAT OF SURVEY' DESCRIPTION: (AS FURNISHED) LOT 62, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62; PAGES 12-15 'OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA w QL NOTE: iJ THE FINISHED FLOOR ELEVATION OF THIS G STRUCTURE MEETS OR EXCEEDS THE O Gj THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). Pt SSo J,l1 O of o, * qc4- sss 9j 30. \ OFFS S 1J.59 GRAPHIC SCALE - 6 15 30 _ 12.1 SO ti 05 01 LOT 61 ,°`p yGp ry ` FS 1 \ Ah . O PI p C'O O cof lT eOe(e R 0P} 13.8 9l T O ti OR. C OAP 4p p / O O / O• 14.0 o 14.5 r Qqo Fo pc/N 09 SD FR T rp Off. Q CgIJ , NOTE- 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 01-1-03, UNLESS OTHERWISE - SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD. WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLANE ELEVATIONS -SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 62 BEING S 54'23'11" E PER PLAT. FIELD DATE:) 6/6/03 REVISED: SCALE: 1" = 30 FEET APPROVED BY: WRM CFINAL10-7-03 CKB FORMBOARD 06-13-03 CKB ASM39676JOBN0. CER PLOT PLAN 04-01-03 CKB DRAWN BY: LOT FIT 12-12-02 CKB AA vj• 2~ SO. h LOT 63 b. o CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC LEGEND D AND CAPOLBDN682"(10/07/03) IRON BUILDING SETBACK LINE ' CENTERLINE FND NAIL AND DISC LB N66 (10/07/03) RIGHT OF WAYR LINE EXISTING ELEVATION FND 1/2" IRON ROD AND CAPQL3'N6393 (10/07/03) O.,CONCRETE CNA CORNERNOT ACCESSIBLE 6 DENOTES DELTA ANGLE - LB LAND SURVEYING BUSINESS _ L DENOTESARCLENGTH LS LANDSURVEYORC.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE- PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION M) PER PLAT - PRC DENOTES POINT OF REVERSE CURVATURE FND MEASURED FOUND PTDENOTES POINT OF TANGENCY TYP TYPICAL - C/W CONCRETE WALK A/C AIR CONDITIONER - S/W CP SIDEWALK PAD COW: CONCRETE BLOCK WALL CS CONCRETE CONCRETE SLAB RP RADIUS POltJT. C CHORD LENGTH OHU OVERHEAD UTILITY LINE PK PARKER KALON ID IDENTIFICATION R RADIUS POL POINT -0N LINE POC POINT OF CURVE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM' TECHNICAL STANDARDS" SET FORTH . BY THE FLORIDA BOARD OF' PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA, STATUTES. AN SURVEYING & MAPPINGJ FOR ION OF AUTHORIZATION NUMBER L896393 ' THE EAST SOUTH STREET, SUITE`180 t FIRM ORLANDO, FLORIDA 32801 (407) 426-7979 WILL AM R. MUSCATEL 0 JR. PSM#4 2 1 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 62, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA w J NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE O Gj THE REQUIREMENTS SET FORTH IN THE i Q CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). PI c OF 44 \ \ 4" 1"30' O S CRAPIiIC SCALE 6 15 - 30 12.1 4'.. SO• by . G !y G ; J VO ? C 4r ooaa ss\ cO YFq`sF OO O p qY iY v lot+ P / N ` LOT 61 •,;o F O P \ 1 , P' , P c o % , Vj• , SFSpFE SroQr 04qiy • 4c OcF + 0. O 0 • Gry P A` 14..0 _ PATIO LOT 63 14.5 0. sus OT SA • S°Fr6' bA, 2 r&Ao(o Rq CERTIFIED TO AND FOR THE ql44, S _ EXCLUSIVE USE OF: pFR rq O COMMERCE TITLE INSURANCE COMPANY F QCOMMERCE TITLE COMPANY Thsc4.j/, O CTX MORTGAGE COMPANY, LLC NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY s INCONSISTENCIES HAVE BEEN NOTED ON THE LEGEND Q e gssZ(lojo7jo3j AND CAPSURVEY, IF ANY, BUILDING SETBACK LINE 2 PROPERTY CORNERS SHOWN HEREON WERE — CENTERLINE FND NAIL AND DISC SET/FOUND ON 01-1-03, UNLESS OTHERWISE — — RIGHT OF WAY LINE LB q6a (10/07/03) SHOWN, - - - - 14.64 EXISTING ELEVATION O, FND 1/2" IRON ROD AND CAP LB #6393 (10/07/03) - - 3. THE SURVEYOR HAS NOT ABSTRACTED THE 0 CONCRETE CNA CORNER NOT ACCESSIBLE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LB LAND SURVEYING BUSINESS A DENOTES DELTA ANGLE WAY, RESTRICTIONS OF RECORD WHICH MAY LS LAND SURVEYOR L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENTAFFECTTHETITLEORUSEOFTHELAND. PC DENOTES POINT OF CURVATUREPCPPERMANENTCONTROLPOINTPI : DENOTES POINT OF. INTERSECTION P) PER PLAT PRC DENOTES POINT OF REVERSE CUPVA-1— 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN (M) MEASURED PT DENOTES POINT OF TANGENCY LOCATED EXCEPT AS SHOWN. FND FOUND TYP TYPICAL C/W CONCRETE WALK A/C AIR CONDITIONER 5. NOT VALID WITHOUT THE SIGNATURE AND THE CP ONCREE PAD COW CONCRETE BLOCK WALL CS CONCRETE SLAB RP - RADIUS POINT _ ORIGINAL RAISED SEAL OF A FLORIDA LICENSED C CHORD LENGTH CHU OVERHEAD UTILITY LINE SURVEYOR AND MAPPER. PK PARKER KALON ID IDENTIFICATION R RADIUS POL POINT ON LINE - ? POC POINT OF CURVE PCC POINT -0F COMPOUND CURVE I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL I HEREBY CERTIFY, THAT THIS BOUNDARY NO 120294 0035 E DATED 4/17/95 AND FOUND SURVEY, SUBJECT TO THE SURVEYOR'S NOTES THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, h CONTAINED HEREON MEETS THE APPLICABLE AREA OUTSIDE 100 YEAR FLOOD PLANE "MINIMUM TECHNICAL STANDARDS" SET FORTH ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY - _ BY THE FLORIDA BOARD OF PROFESSIONAL VERTICAL CONTROL AS FURNISHED.« SURVEYORS AND MAPPERS IN CHAPTER HEARINGS SHOWN HEREON ARE BASED ON 7 61G17-6, FLORIDA ADMINISTRATIVE CODE THE NORTHERLY LINE OF LOT 62 PURSUANT. TO, -CHAPTER 472.027. FLORIDA BEING S 54'23'11" E PER PLAT. STATUTES. FIELD DATE:) 6/6/03 REVISED: Lo SCALE: 1 = 30 FEET APPROVED BY: WRM FINAL 10-7-03 CKB AMERICAN SURVEYING & MAPPING ASM39676 FORMBOARD 06-13-03 CKB CERTIFICATION OF AUTHORIZATION NUMBER L8a6393LORIDAgitTHEI JOB NO. 320 EAST SOUTH STREET, SUITE 180PLOTPLAN04-01-03 CKB 1 FIRM PRAWN BY: LOT FIT 12-12-02 CKB 01 (40, F426-73280t (407) 426-7979 WILL AM R. M SCATEL Po JR: PSM#4 28 DATE R FEDERAL EMERGENCY MANAGEMENT AGENCY. O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200° p ELEVATION CERTIFICATE Important: Read the instructions on pages I.7. SECTION A • PROPERTY OWNER INFORMATIONFor 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 E' 161 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description,.etc.) LOT 62, PRESERVE @ LAKE MONROE t BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use Comments area; if necessary.) RESIDENTIAL LATITUDE/ LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): ii#.## or ##:#####I NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B • FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE _ SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ElFIS Profile ® FIRM Community Determined ElOther (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 ElOther (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS)'area or Otherwise Protected Area (OPA)? ElYes. ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete, C2. Building Diagram Number 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, V1-V30; V (with BFE), AR, ARIA, ARIAE; AR/A1 A30, AR/AH, AR(A0 Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in a 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. s Datum Conversion/Comments NUMBER 65. SUFFIX 66. FIRM INDEX DATE EFFECTIVEIREVISEDbATE 88. FLOOD ZONE(S) Zone AO, use depth of flooding) 1202940035 E 4117195 4117195 X NIA Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? [:]Yes ®No o, a) Top of bottom floor {including basement or enclosure) 14. 7 ft.(m) o b) Top of next higher floor NIA A(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. -ft.(m) N Z5 a od) Attached garage (top of slab) 14. 4 ft.(m) E o e) Lowest elevation of machinery and/or equipment w i0 servicing the building (Describe in a Comments area) 14.1 fl.(m) E o f) Lowest adjacent (finished) grade (LAG) 12 :1 ft•(m) z' .0i og) Highest adjacent (finished) grade (HAG) 14. 5 ft.(m), i o h) No. of permanent openings (flood vents) within 1 ft.above adjacent grade 0 o i) Total area of all permanentOpenings (flood vents) in C3.h 0 sq. in. (sq. cm)) SECTION D • SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to -certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUT S EA n.TE. rg ORLANDO FL 32803 SIGNATURE DATE TELEPHONE 1018103 (407) 426-7979. FEMA Form 81-31, January 2008 See reverse side for continuation. Replaces all previous editions o i) Total area of all permanentOpenings (flood vents) in C3.h 0 sq. in. (sq. cm)) SECTION D • SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to -certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUT S EA n.TE. rg ORLANDO FL 32803 SIGNATURE DATE TELEPHONE 1018103 (407) 426- 7979. FEMA Form 81- 31, January 2008 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 161 BRISTOL FOREST TRAIL Policy Number CITY STATE ZIP CODE SANFORD FL .32771 Com ny NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA 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 represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ %(m) _in.(cm) above or below (check one) the highest natural grade, if available). E3. For Building. Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the 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 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 Yes No Unknown. The local official must certify this information in Section G. or LOMR-F, no diagram accurately adjacent grade. (Use highest adjacent grade. (Use ordinance? SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAAssued issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and Eare correct to the best of my knowledge. or community - PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS I 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 Certificate. Complete the applicable item(s) and sign below. . G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community4ssued BFE) or Zone AO: G3. The following information (Items G4-G9) is provided for community floodplain management purposes. E), and G of this Elevation who is authorized by state G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft.(m) G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft,(m) Datum: Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) ` LOT 62, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA C4 Q/ NOTE: Q J THE FINISHED FLOOR ELEVATION OF THIS' 4 i G STRUCTURE MEETS OR EXCEEDS THE . SET FORTH IN TE PTHE RECITY OFOSANFORDSCODECHAPTER6HSEC. 6-7(A). C q}, \ - F p/c 'r S hrw q0 " lr GRAPHIC SOCALE- 0 15 30 - - i2.i:.vQ• .. . c i SO LOT 61 A4 <,) P1 F 1 bs° Jay ! 13 oelf T°p Shf6e1- oqn0F(CC 01r P P A` 14. 0 _ SPA LOT 63 14. 5 sn s sOT 6 1 h/ o >> '• Qq CO ol olNOTE: 1 ALL DIRECTIONS ANDDISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/ FOUND ON 01-1-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT.OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED, SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLANE ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 62 BEING S 54'23'11" E PER PLAT. FIELD DATE:) 6/6/03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM FINAL 10-7-03 CKS ASM39676 FORMBOARD 06-13-03 CKB JOB NO. PLOT PLAN 04-01-03 CKB DRAWN BY: LOT FIT 12-12-02 CKB 40, CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY - COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC LEGEND FND 1/2" IR N7i 3) AND CAP 0ry68BUILDING SETBACK LINE CENTERLINE Q FND NAIL AND DISC LB # 68 (10/07/03) RIGHT OF WAY LINE EXISTING ELEVATION 0, FND 1/2" IRON ROD AND CAP- LB 06393 (10107103) CONCRETE CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE LB LS LAND SURVEYING BUSINESS LAND SURVEYOR- L DENOTES 'ARC LENGTH PRM PERMANENT REFERENCE MONUMENT C.B, DENOTES CHORD BEARING. PCP PERMANENT CONTROL POINT P DENOTES POINT OF CURVATURE P) PER PLAT - PI DENOTES POINT. OF INTERSECTION M) MEASURED - PRC PT. DENOTESPOINTOF REVERSE CURVATURE DENOTES POINT OF TANGENCY FND FOUND TYP TYPICAL - C/W CONCRETE WALK A/C AIR CONDITIONER S/W SIDEWALK - COW CONCRETE BLOCK WALL ' CP CS CONCRETEPAD CONCRETE SLAB RP RADIUS POINT C CHORD LENGTH - OHU OVERHEAD UTILITY LINE PK PARKER KALON ID IDENTIFICATION I R RADIUS - - POL POINT ON LINE POC POINT OF CURVE PCC POINT OF COMPOUND CURVE CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA, BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6. F'LORIDA ADMINISTRATIVE CODE PURSUANT TO CHAP TER 472.027. FLORIDA STATUTES. W ; FOR THE 1 FIRM M R. MUSCATEL-0 JR. PSM#4 28 DATE Fit CoiY 0, SANFORD PERMIT APPLICATION I Permit 63 D e: 3+ Job Address: Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI _ Electrical: New Service — # of gMPS Addition/Alteration Change of Service Temporbiy Pole s Mechanic4 Residential Non -Residential Replacement New (Duct Layout & Energy Cali. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for (icl er- cb-an %) Parcel #: Owners Name & Address: Contractor Name &'Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: . Address Architect/Engineer: Address: Attach Proof of Ownership & Legal Description) Phone: Mate License ,umber Phone: Fax: Application. is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will'be don in compliance with'a11' applicable (zwr rc go ling construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE -OF COMM E CEMENT MAY RESULT 11\ YOUR 11AS'-11gG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, C S 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 res /ionsplicable s pr erty th be found to t/pucords of this county, and there maybe additional permits required from other governmental ntitiessuchas ement stri state agenciesgencies. Acceptance of permit is verification that I NsilI notify the owner of the propert of the Signature of Owner/Agent Date Print Owner/Agent's Name C Signature of Notary -State of Florida Date O%kner/Agent is Personally Knox n to Me or Produced ID AYPLICAI ION APPROVED BY: Bldg: Initial R Date) Soccial Conditions: Zoning: of Fynda n Law S 713. J 'j3 iSTignature of Conractor/ gen Date ROMRT O. DELLO R US.SO_ Pr m ontractor Agent's NAM e iLY1liLV - Signature of No_n--State of Florida Date Contractor/ Age-: a 1'ersonali Known to Me or Produce, : D Initial & Date) FD: MY COMMISSION # DD 212893 1 & Datc Bonded Thru Notary Public underwriters PERMrr,APPLiCATION Permit # • I Job Address: Description of Work: Historic District::- Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI . Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy CbIl . Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential 1-1/ Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Iq (Attach Proof of Ownership & Legal Description) Owners Name & Address: P.yl.,41 Mkwe Phone: Cont ctor NaGme &Add`rreess/,:,7'/-L w L 6. / / /' ''T/acsl- a — p p T' 14 ' , 3 Z State License Number: L F U _ %__(1 Phone & Fax: Contact Person: Phone: Bonding Company Address: Mortgage Lender: Address: ArchitecuEngineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional. permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agentent Dategng SiSignature of Contractor/Agent Date dj5• N'- a- wpr Print Owner/Agent's Name Pnnt Con Name 1;,' ` a m c x o Signature of Notary -State of Florida Date gr a[ure o o— tare of Flor dz Dateco. va C. o Owner/Agent is Personalh Kno%n to Me or Contractor/Ase-: is Personai',,: Known to Me or o o d 1.3 Produced IDroducel- APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) Special Conditions: Initial & Date) ul :-:ies: Initial & Date) F D: Initial & Dat: S-26-223 1 2: S2PM FROM a - Crry OF SANFORD"PERMIT APPLICATION Permit P.: \ Job Address: Description of Work. Y_l - Historic District: CIE LK QLI Zoning; Value of Work-, 5 Pertait Type: Building Electrical X Mechanical Plumbing,_ Fire Sprinkler/Alarm PoQI _ Electrical: New Service.- # of AMPS Additioln/Alteration Change of Service Tempos ry pole _- Mechanical: Residential Non -Residential Replacement New (Duct Layout & Fnergy Ql Requited) Plumbing/ New Commercial: #t of Fixtures q of Water & Sewer Lines # of Gas Lines 9 Plumbin,/INew, Residential: 9 of Water Closets Plumbing Repair— Residential or Cotnmcrcial r. Occupancy Type: Residential Commercial industrial Total Square Footage: I Construction Tyne: # of Stories: p of Dwelling Units: _ Flood Zones (FEMA form required Cut; :) I — 6 P.rcet s: ( Arr.ach ProoCo(Owncrahip & Legai Description) 0_0crs ;)ante & Addreas: Centex Homes 385- Douglas Ave Suite 2000 Al tamnnteSprings- EL 32714 407 661-.2150 Cootc; cto[ Name & Address: Approved Electric Co, of Florida 4874 S' Orange Ave. Orlando FL 32806 $late License 'umber; EC0002494 none & Fax: Fax 4n7 : 851 -1226 Co - _ _ - _ nisei Pei-sod:John Frid'a;z , - Phone: 407-851-1220 o dl Company GCresc urt s ,e Lendcr vtfsca r` luiecJEn^ihcer. Phone: V nX: hPpiiO4t n is hereby made to obtain a permit to do the work and installations as indicated', 1,certi fy that no work or install3non has Cor=diiCtd pnl,. Lnc sslancc of a permit and thaz all work will be performed to meet standards:of all lava regularing oonstnicnon in.this jurisdiction. 1 understand chat a scparalc per x secured for ELECTRICAL WORK, PLUMBING. SiGNS, WELLS, POOLS, FURNACES. BOILERS, HEATERS, TANKS, and R 0`'OfTIONERS, etc. OWNER' S AFFiDAV fT: I ocnify that all of the foregoing information is accurate and that all work will be done in compliance with all applical>ie is .:l ,.';.,nrF,, conspun.on and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY R&SUI.1 1N 7, VICE FOR MPROVFMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN 1 0>2-P,rY BEFORE RL.CORDING YOUR NOTICE OF COMMF,NCEMENT, NOTi F.: to addition to the requirements of this permit, thac maybe additional restrictions applicable to this property, that may bo found in the public acorns o:' elscwnn, and there may be additional permits required from other governmental entities such as water management districts, statc ugencics, or Fedci,,l arcncics ccc ac:c oC permit is verification that I w111 notify the owner of the property of the requirements Sigruture Of Owner/Agent. Date OwncdAgcnr' s Name a urC of h`otary-Sufic of FIond;t - Date er/ ngcni is Pcrso1i,11k ,Kno\n to MC ur F' rn luctU lU A: TROVED Hy: l3ldb:-. Initial Charles Cannon 1) C onuactgr .- .gcnt s Nam' aturC of - or FlondL OY °/ 1 PATRICIA A. KA-DLAC r .,' my commissibN # DD 013205 Contraclpr/ Ac -, is PcrsufiLo, Known [o M o ortel. EXPIRES March 2R „OOS 1- 800-3-NOTARY FLNotary u:nun&Bonding,Inc. Initial fi Uatcl llniti, 1 ilotc) (Iirta3l ( J" :: xJt'v. lns REVISIONS PERMIT // D A _f JUN 0 2 2003 ADDRESS CONTRACTOR CENTEX HOMES / PATRICK J. -KNIGH1 PH It- 407-661-2176 PAX #407-661-4089 DESCPRITION OF REVISION: ADD PLUMBING RISER DIAGRAM TO PLANS. UTILITIES FIRE BLDG aim' 2" V.T.R. 1 1/2" V.T.R. TUB II/2" 2° 2" LAV 1 1/2'' 1 1/2" LAv 31 2" 2" lUJ'1. 2" N75 COMB. W+V K.S. COUNTY OF SEMINOL[ IMPACT FEE STATEMENT ISSUED`DY CITY OF SANFORD STATEMENT NUMBER 103-754a6 BUILDCC U11TY, NUMBER: UNIT O6' ..---------------- PARCEL/ A^ B-----------'----- /'o OWNER NAME: ADDRESS; APPLICANT NAME: ____ ... .... .... _/... .... .... ...................... ADDRESS: LAND USE CATEGORY: 001 - Single Family Detached House TYPEUSE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT` RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIENT SCHEDULE DESC. UNIT OF UNITS / ROADS ARTERIALSCO- WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142. 0O 1 $ 192 0O | LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS GO -WIDE O dwl unit $1,384,00 1 $.f,384,OO AMOUNT DUE $ 2,285.00 STATEMENT RECEIVED BY: _ SIGNATURE PLEASE PRINT NAME) DATE-/--- L/- --- 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 HOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. ` PERSONS ARE ALSO ADVISED'THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE 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 DATE 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/ SAMFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHQULD BE MADE TO: CITY OF ANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE 8AHFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFEREHCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP_ L[ FT OF THE NOTICE. THIT; STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISqUANCE OF A*** SINGLE FAMILY BUILDING PFRMIT******************** CITY OF SANFORD PrRNHT APPLICATION ,5 1 1 Permit No. _d ar Job Addres —9iA Date: 3 Permit Type: XX Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler D escription of Work: CONSTRUCT CONCRETE BLOCK SINGLE FAMILY DWELLING Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration ,Change of Service —Temporary Pole New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines isbkA Occupancy Type: XX Residential _Commercial — Industrial Total Sq Ftg:gem—,:— Value of Work: $ Type of Construction: CONC . BL K. /06 Flood Zone: Number of Stories: Number of Dwelling Units: 1 Parcel No.: ' 22-4-9-30-502-0000-Q(p,g 0 (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: CENTEX HOMES, 385 DOUGLAS AVE., STE. #2000, ALTAMONTE SPRINGS, FL 32714 407-661-2176 Contractor/Address/Phone:. SAME AS ABOVE (PATRICK J. KNIGHT, PRESIDENT) State License Number: CG C049689 Contact Person: MIKE ENWRIGHT Phone &Fax Number: 407-661-2184 *** 407-661=4089 Title Holder (If other than Owner): N/A Address: Bonding Company: N /A Address: Mortgage Lender: N/A Address: Architect/Engineer HURRICANE ENGINEERING _ PhoneNo.: 407-774-9003 Address: A.O. BOX 161613, ALTAMONTE SPRINGS, FL 32716 Fax No.: 407-774-8477 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction . in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS;'; POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance' all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU;; .'`;.:,` INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR"'. NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. APR 0 9 2003 APR 0 9 2003 Signature of Owner/Agent Date Signature of Contractor/Agent Date I PAT KNIGHT PAT KNIGH"T Pr' Own r/Agent's Name Pr' Contractor/A ent's PR 9 2003 P 0' 9 2003 afore of Notary -St t of Plor& ate S gnature of Notary -St to f Florida Date PHY'v KIMBERLY A. BROW FY YL, _ 1BERLY A. BR.OVvN my• 11 "Mi; 51 ak CD 099590 1d 2004 =* j .,- i'F CONii 4iS i (Q 098590 EXPIRES i A, ,Ch 29. 2004rXP;P,rS _ c • •° •` Bo,,d'Gd Thor Nc!^ ?uD!u' Underwriters „ ` yq.•' Bonded Thru Not_ Hulk Under^rntws o,. Fes;.• .,, Owner/Agent is XX Personally Known to Me or Contractor/Agent is XX Personally Known to Me or Produced ID Produced ID APPLICATION APPROVED BY: Date: ' 3-3 Special Conditions: CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661-4089 www-centexhomes.com ROGER DIXON, INTERIM CITY MANAGER CITY OF SANFORD 300 NORTH PARK AVENUE SANFORD, FL 32771 Re: ESTOPPEL LETTER via HAND DELIVERY This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as t basis for the issuance of Permit No. for the following work: LOT A , y PRESERVE AT LA6 MARY SINGLE FAMILY RESIDENTIAL (SFR) CENTEX HOMES hereinafter referred to as the "Owner", recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognize that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or building(s) from any applicable development regulations. By issuing Permit No. , the City does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the PROPOSED SFR until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The Owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations_ The Owner hereby agrees to indemnify and hold the City and its officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above -referenced project or CENTEX HOMES ROGER DIXON, INTERIM CITY MANAGER Paae 2 the issuance of Permit No. The Owner also agrees to the following as additional conditions for Permit No. The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this document. Owner) Signature PAATRICK J. KNIGHT Printed / Typed Name Title Sig e Pri(ited / Typed Name STATE OIF FLORIDA COUNTY OF SEMINOLE DIVISION PRESIDENT The foregoing instrument was acknowledged before me thi_PR d 9 2003 day of by PATRICK J. KNIGHT - as DIVISION PRESIDENT for CENTEX HOMES who is personally known to me or who produced their Florida Driver's License as identification. KPAIS PLY A. RG`Jild r g 1 EXPIRES: Pay n 29 '0M N tary Public Print Name: My Commission Expires: This Instrument Prepared By: KPIRYANNE VON CLERK O CIRCUIT COURT SRIMU COUNTY NAME: Debra A. Riggs -Centex Homes BK 04779 P+G, 0250 385 Douglas Avenue, Suite 2000 CLERK" S # 2003061304 Altamonte Springs,, A 32714 RECORDED 04/14/23 090505 AN Permit No: RECORDINO FEES 6.00 RECORDED BY N,Nolden NOTICE OF COMMENCEMENT SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real _ property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement: k 1. Description of Property: LOT 'PRESERVE AT LAKE MONROE Recorded in Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 1 General Description of Improvement: SINGLE FAMILY DWELLING r , 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 is 4. Contractor: CENTEX HOMES 385 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 Phone: (407) 6614150 Fax: (407) 661-4089 I Ei f 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 A Phone: (407) 661-2150 Fax: (407) 661-4089 r 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 sp ified) iz_ Debra A. Riggs OFFICE MANAGER FOR CENTEX HOMES, 305 DOUGLAS AVENUE i i - - - SUITE 2000, ALTAMONTB SPRINGS, FLORIDA - 32714 - THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE MB TIUS APR .0 9 2003 BY DEBRA A RIGGS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION WVs 272E HOLDING CORPORATION, A NEVADA CORPORATION: DEBRA A: RIOOS IS - I PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. 43` NOTARY PUBLIC JACKIE G/l!!IES COPY Notary Publi State of Florida My.Comml ifI ExY fires Jan 21; Of] + CLERK OF CIRCUIT COURT I Co rurl!sslan # C:CB`1727 ( SEMINOLE COUNTY. FLORID I DEPUTY CLEW Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL N Scmini lr County 7 fl'r7Fr rlv e rf+ra lsi e reicrr, 0 I IIII V. fill" GENERAL 2003 WORKING VALUE SUMMARY S3-SANFORD Value Method: Market Parcel Id: 0000-020620 Tax District: WATERFRONT000- Number of Buildings: 0 REDVDST Depreciated Bldg Value: $0 CENTE Owner: HOMES Exemptions: HOMES Depreciated EXFT Value: $0 Address: 385 DOUGLAS AVE STE 2000 Land Value (Market): $13,680 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0 Property Address: Just/Market Value: $13,680 Subdivision Name: PRESERVE AT LAKE MONROE Assessed Value (SOH): $13,680 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $13,680 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2002 Tax Bill Amount: Find Comparable Sales within this Subdivision 2002 Taxable Value: LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 62 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1.000 13,680.00 $13,680 PGS 12 - 15 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market vahoa http ://www. scpafl. org/p is/web/re_web. semino le_county_title?PARCEL=22193 05 020000062O1... 4/7/03 Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661-4089 www.centex-orlando.com TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for Jac.Xjo Caines or Nan Holmes to sign permit applications and energy calculations.for any lots owned by Cented Homes, obtain permits for same and receive Certificates of Occupancy, -in my name and license, for the subdivision and lot specified below: SUBDIVISION: PRESERVE AT LAKE MONROE PATRICK J. T CGC049689 STATE OF FLORIDA LOT COUNTY OF SEMINOLE The foregoing t ument was acknowledged before me this 200.3 by Patrick J. Knight, Division President of Centex Homes - Orlando). He is personally known to. me and did not take an oath. ARY PV_B_LII) rF o. KIMBERLY A. BROWN - q:1Y CO(v1M1i 'i0N 7 GO 09959(1 EXPI9ES ,, bonded Twu Nciary Pubic Undervrlers City of Sanford Building Division Submittal Requirements for Residential Building Permit 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). 2. Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs, bathroom fixtures, and distances from walls. "The State of Florida requires bathroom compliance with Florida Accessibility Code. C. An elevation of all exterior walls - east, west, north, and south_ Finish floor elevation height as per Engineering Department or subdivision plat_ d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections. e. Framing plan for floor joists where conventionally framed. Plan is to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing, engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: zq 1. Garages/Carports / 0 sq. ft. 2. Porches/Entries sq. ft. 3. Patio(s) sq. ft: 4. Conditioned Structure sq. ft. j. Total Gross Area sq. ft. 3. Three (3) sets of completed Florida Energy Code Forms- 0 4. Soil analysis and/or soil compaction report_ If soils appear to be unstable or if structure is to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal documents: a. Utility letter or approval when public water supply and/or sewer sy_ stem connection to be made. b. Septic tank permit issued by Seminole County Health Dept. C. Arbor permit when trees to be removed from property. Contact the Engineering Dept. for details regarding the arbor ordinance and permit. d. Seminole County Road Impact fee statement. e. Property ownership verification. f. Driveway permit issued by City Engineering Department. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. If electrical, mechanical, or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under city ordinances. APR Date Omer/Agent Signature KITGWEN A KITGPEN B SCALE- V4=r-O' — 6ccA - V4-=r-V KITCHEN G BATH 1) 5-'-&E- LW=V-0' SCALE- V4'-V-0' NIERbOR—ELEIA110-N5 51--ALE = 1/4' =['-O FRE-ENGINEERED NOOD TRUSSES - UPLIFT GONNEGTOR. SEE ROOF TRUSS LAYOUT FOR QUANTITY AND SIZE. FREGAST LINTEL - SEE LINTEL PLAN FOR DEPTH AND REBAR lrb"XIC?" GONGRETE BLOCK COLUMN N1 2 #5 RE5AR. SEE FOUNDATION PLAN- AFF FIN- 6RADE 72 4,X24"X12' REEFCOLUMN 112" CONCRETE SLAB FOOTER N13 #5'5 EACH VIA-i' BOTTOM OF FOOTER TO BE 12" MIN BELOW GRADE FRONT PORCH 5T10N 5r- ALE: N.T.S. OTE SEEfDATtON ILAN FOR FILLEECELL LOCATION. F BATH E CALE- W=1` 0' Z5t-ALr = 1/ 4 = I -W LEGEND HH= AFF. NomALLNTEFIOR 5 TO EFE 3 V2, LptE56 OTWERIASE D. NOTE. ELEVATM 'A' SWOM LI*WO O 6ARAGE 3w TOTAL AFEA 1WER ROOF mw FAW 400 TOTAL AFEA 2020 ELO— OR-ELAN-- 5GALE = 1/4= V- 0' E Agg fill to Lo h.. k. d by -- sheet A2 L 01 - - NOT E;:&EE TFFI-US e, EW fl-EFRNG AND TELAYOUTSFORT5-TO-TIRU55 eO4,ECTbfR6 1) USE (1) TYPE Icl (OR NTEWAWGABLE TIE) FOR TF&JS5 TO FRAME WALL OR BEAM CO"-ECTION U-LE55 NOTED OTPERVISE (UN 0-> 2) USE (I) TYF'E 'A' (OR D4TEFZr-NAWABLE TIE) FOR TRA155 TO BLOCK WALL COWEr-TtOM (IJNOJ 3) USE EHLqTr,-N (OR NTERGHANGEABLE TIE FOR ALL JOIST PANGER C. ONNEGVONS (U40) 4) USE (3) Va OR (3) .131 - 3 1/4' FIA5ELODE Ca-N RAIL TO FASTEN JACK TO N1fl GIRDER (T45) 5) GABLE TRU55E5 RFCXftF-E (I) TYPE 'A' OR (1) TYPE 'C' STRAP AT 45' OIC FROM CENTER OF TRUSS. SEE PGST,5TRAFP t ON tst AND 7nd FLR FLAN5 FNELNIATr- EQJIVALFNT MAY BE 5`J55T7UTED FOR PAND NAIL r)F5tGNATIC)N5' BASED ON 'NATIONAL FESkaII 5FEGWICATtONS FOR WOOD C0N5TRr-TIO?4 FROM TABLE &, a-- -'NAILS AltD 5PKE5 - LATERAL LOAD DESIGN VALISES' NAIL 5j4EAE YALL—F (121i ad 103. Iod 12S' I& cl W3' 8- 0-0 PLATE HT. Im FLOOR cly-- ROOF TRUSS LAYOUT ILT' s. POOF mcw 12 F, t RE A-R-ELEY&UGN SCALE = I/4'= 1'-0' Rn- 9L LF Z, FNr44 SCALE = V4'z r-o, TF& Z5 139-APW- I-- SCALE = V2'= V-0' DETAIL n(P)) comf.- Sqft- IISLES r44 FNr54 GRADE W19HICANE ENGINEERING g,) 774- X- F(a n 774-# J. PE# 4mls CFF FpjD6E VENT (Typj Emma= comp. S" WSLES w O x E x w al- PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 62, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA SOUARE FOOTAGE (UP TO CURB) IMPERVIOUS C ALCUL ATIONS (LOT ONLY) LOT 62 UP TO CURB CONTAINS 6800 SQUARE FEET t f</R- LOT 62 CONTAINS 6250 SQUARE FEET 3 (LOT ONLY) THIS STRUCTUR[-CONTAINS 1952 SQUARE FEET t j,- Q THIS STRUCTURE CONTAINS 1952 SQUARE FEET t CONCRETE 934 Q. FT t INCLUDING (SIDEWALK/APRON) TOTAL CONCRETE 601 (WITHIN LOT ONLY) SO. FT i TOTAL SOD 3914 SQ Ft t m _ TOTAL SOD 3697 SQ fT 3 _ _ PI PERCENT OF CONCRETE & STRUCTURE-T0 LOT 30 % t S0 m 50 S C?Fl,' Q2 0, 1 bQ 3_s rys c,F A BUILDING SETBACKS qr FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15, PREPARED FOR: CENTEX HOMES 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET HACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND 15 FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY I HAVE EXAMINED THE FJ.R.M, COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLANE HEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 62 BEING S 54'23'11" E PER PLAT. FIELD PATE: ) REVISED: SCALE:_ 1" = 30 FEET' APPROVED BY: WRM JOB NO. ASM39676 PLOT PLAN 04-01-03 CK6 DRAWN BY; LOT FIT 12-12-02 CK6 e Gy p OL `t OSSy,> Gyr a 1` sss 30 GRA( IF SCALE 11 6 S, 0 IS 30 Al 4fti 1 0 EGEND BUILIJING SE78ACK LINE MI-W POO MINIMUM 101 WIDTH T`OINT ON BOUNDARY CENTERLINE PCC PONTOF COMPOUND CURVATURE MclTil Of WAY LINE POC PINT ON CURVE XX XX PROPOSED ELEVATION OR PI) OFFICIAL RECORD PLANNED D>EVELOPMENI PROPOSED DRAINAGE FLOW A DENOTES DELTA ANGLE CONfC €aETE L C-H DENOTES API LENGTH DENOTES CHORD BEARING U3LB LAND SURVEYING BUSINESS PC DENOTES POINR OF CURVATURE LAND SURVEYOR F'I PRC DENO tLS POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT R€FERENCE MONUMENT PT DENOTES POINT Or TANGENCY PCP PERMANENT CONTROL POINT TYP TYPICAL P) PER PLAT A/C AIR CONDITIONER M) MEASURED CBW CONCRETE FILOCK WALL FND FOUND RP RADIUS POINT C/W CONCRETE WALK CS CONCRETE SLAB S/W SIDEWALK C CHORD LENGTH CP CONCRETE PAD SO. FT. SOUARE FEET PD PLAT BOOK NG NATURAL GRADE ARADIUS R/W RIGHT-OF-WAY PGS PAGES AMEf21CAN SURVEYWC & MAPC'lNG CERTIFICATION OF AUTHORIZATION NUMBER l.Bg6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 I. 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 THC 1/3 FIRM SCATELLO28 DATE FORM 60OA-2001 FLORIDA r FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1562 LMR 06 Builder: CENTEX HOMES Address: T(&/ 6RISTOL FOREST TRAIL Permitting Office: CITY OF SANFORD City, State: LAKE MONROE, FL Permit Number: Owner: CENTEX F{OMES Jurisdiction Number: 691500 Climate Zone: Central 1. New construction or existing New 12. Cooling systems 2. Single fatuity or multi -fancily Single farnly a_ Central Unit Cap: 29,0 kBtu/lir 3. Number of units, if multi-fannily 1 SEER: 12.10 4_ Number of Bedrooms 3 __-- b_ N/A 5_ Is this a worst case? Yes 6, Conditioned floor area (111) 1562 W e. N/A 7, Glass area & type a. Clear - single pane 184-0 ft' 13. Heating systems b. Clear - double pane 0.0 It, a_ Electric Heat Pump Cap: 29-0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft, HSPF: 7-60 -- d. Tint/other SIIGC - double pane 0.0 ft, b. N/A 8, Floor types a. Slab -On -Grade Edge Insulation R—A0, 163.0(p) A c- N/A b, N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Get Insul, Exterior R=4.1, 916.0 flu _ EF: 0-86 _ b, Frame, Wood, Adjacent R=I IA 184.0 ft' b- N/A c. N/A d. N/A c. Conservation credits e. N/A HR-heat recovery, Solar I0. Ceiling types DTIP-Dedicated heat pump) a. Under Attic R=MO, 1486.0 112 15_ HVAC credits b. N/A CRCeiling fan, CV -Crass ventilation, c. N/A HF-Whole house fan, I I- Ducts PT -Programmable Thermostat, a. Sup: Unc_ Ret Unc. All: Garage Sup. R=6.0, 1.0 ft MZ-C-Multizone cooling, b. N/A MZ-II-Multizone beating) Glass/Floor Area: 0. 12 Total as -built points: 22624 PASSTotalbasepoints: 22825 by this calculation are in compliance with the Florida Energy Code. PREPARED DATE: I hereby certify that this building, as designed, is in compliance with the F • — DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553,908 Florida Statutes. BUILDING OFFICIAL: DATE: s is. a s es !t EnergyGaugeO (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS ADDRESS: ... PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1562.0 25.78 7248.3 Single, Clear SW 1.4 6.0 32.0 52,82 0,91 1539A Single, Clear SW 1A 6.0 32.0 52.82 0.91 1539,1 Single, Clear SE 1.4 8,0 40.0 56,64 0.96 2183.0 Single, Clear SE 1A 6-0 32.0 56.64 0.91 1647.2 Single, Clear NE 1.4 6-0 16,0 43.65 0.93 652.2 Single, Clear NW 1A 6,0 32,0 37.74 0,94 1130,2 As -Built Total: 184.0 8690.7 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 18C0 0.70 128-8 Concrete, lot Insul, Exterior 41 916,0 1 A 8 1080,9 Exterior 916.0 1-90 1740-4 Frame, Wood, Adjacent 11-0 184,0 0.70 128.8 Base Total: 1100.0 1869.2 As -Built Total: 1100.0 1209.7 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 0,0 0.00 0,0 Exterior Wood 20.0 7,20 144.0 Exterior 20.0 4,80 960 Base Total: 20.0 96,0 As -Built Total: 20.0 144.0 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1444.0 2A3 3075-7 Under Attic 19-0 1486.0 2,82X1_00 4190.5 Base Total: 1444.0 3075,7 As -Built Total: 1486,0 4190.5 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 163.0(p) 31.8 5183A Slab -On -Grade Edge Insulation 0-0 163.0(p -31.90 51993 Raised 0,0 0.00 0,0 Base Total: 5183A As -Built Total: 163.0 5199.7 INFILTRATION Area X BSPM Points Area X SPM = Points 1562,0 14,31 22352.2 1562.0 14.31 223522 EnergyGauge@) DCA Form 60OA-2001 EnergyGaugeOlFlaRES'2001 FLRCSB v3.2 Fvaffl[K1 SUMMER CALCULATIONS 121 1 1 1 1111 iiiiiiijil 111 11 AS -BUILT Summer Base Points: 29458.0 Summer As -Built Points: 31387.5 Total Summer X System Cooling I Total X Cap X Duct X System X Credit Cooling Points Multiplier Points mponent Ratio Multiplier Multiplier Multiplier DM x DSM x AHU) 3 1 387 5 1.000 1,087xl.150xl.00) 0,282 t000 11057A 2)458.0 0.4266 12566.8 31387.5 1.00 1.250 0.282 1.000 11057.4 EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeO/HaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS P , 111111 111111 MAIN= IT1111, M=01352105 1 1 BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 1562.0 5.86 1647.6 Single, Clear SW 1.4 6.0 32.0 9,22 1.03 302,8 Single, Clear SW 1.4 6.0 32.0 922 1-03 302.8 Single, Clear SE 1.4 &0 40.0 8.34 1 M 341,0 Single, Clear SE 1A 6.0 32.0 8.34 1.04 278-4 Single, Clear NE 1.4 6,0 16,0 12.00 1-00 192,1 Single, Clear NW 1A 6,0 32,0 12.23 1.00 390.4 As -Built Total: 184.0 1807A WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 184.0 1.80 331.2 Concrete, Int Insul, Exterior 4-1 OMO 3,31 3027.4 Exterior 916.0 2,00 1832-0 Frame, Wood, Adjacent 11,0 184.0 1.80 331,2 Base Total: 1100.0 2163.2 As -Built Total: 1100.0 3358.6 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 0.0 0,00 0.0 Exterior Wood 20.0 7,60 15M Exterior 20.0 5.10 102.0 Base Total: 20.0 1102.0 As -Built Total: 20.0 152.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1444.0 0,64 924.2 Under Attic 19.0 1486.0 0-87 X 1.00 1292-8 Base Total: 1444.0 924.2 As -Built Total: 11486.0 1292,8 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 1610(p) 1.9 309.7 Slab -On -Grade Edge Insulation 0-0 163,0(p 2.50 407.5 Raised 0,0 OM 0.0 Base Total: 3093 As -Built Total: 1610 407.5 INFILTRATION Area X BWPM Points Area X WPM = Points 1562.0 0,28 437A 1562,0 -0.28 437A EnergyGauge@ DCA Form 600A-2001 EnergyGauge@/FlaRES'2001 FLRCSB 0.2 FORM 60OA-2001 WINTER CALCULATIONS w 7=0 L111 11 F 1 1111 "T omm ADDRESS: PERMIT MAIM-. Winter Base Points: 089.9_1 Winter As -Built Points: 6581.0 TotalWinter X System i4ee2,tingA Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 6581.0 1,000 1.078 x 1.160 x 1,00) 0-449 1.000 3695. 4089.9 0.6274 2566.0 6581.0 1.00 1.250 0.449 1.000 3695. EnergyGaugel" COCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2 w FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS- PERMIT #: F I AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit Total Bedrooms Volume Bedrooms Ratio Multiplier 2564-00 7692O 50,0 OM 3 1.00 2623.63 1.00 78709 As -Built Total: 7870.9 CODE COMPLIANCE STATUS AS -BUILT Cooling + Heating + Hot Water Total Cooling + Heating + Hot Water Total Points Points Points Points Points Points Points Points 12567 2566 7692 22825 11057 3696 7871 22624 01. q, & - W.. I 'A' EnerqyGaugeTm DCA Form 60OA-2001 EnerqyGauqe@/F1aRES'2001 FLRCSB v3.2 0 Code Compliance Checklist Residential Whole Building Performance Method A - Detaill ADDRESS; , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE _ CHECK Exterior Windows & Doors 606.1,ABC.11 Maximum:.3 cfm/sg.ft. window area ,5 cfm/sg.ft. door area. Exterior & Adjacent Walls 606A,ABC.1.2.1 Caulk, gasket, weatherstrip or seat between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends fr?arns_nd is sealed to the foundation to the t2p p ate. _ 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 tho perimeter senetrations and seams. Ceilings 606.1.ABCA 23 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 & tap plate; attic access_ EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the erimeter aj penetrations arAd seams. Recessed Lighting Fixtures 606.1.ABC.1.2A Type IG rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with e 2.0 cfm from conditioned space, tested.__ Multi-stosHouses 606.1 IiBG.1 2.5_ Air barrier on perimeter of floor cav between Floors Additional Infiltration reqts 606.1_ABC_1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded b rLAI! residences. __ COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker loctrieJpr cutoff as must be provided. External or built-in heat tra re aired. __ Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer, Gas spa & pool heaters must have a minimum thermal efficiency € 78°f _. Shower heads _ 612..1 Water flow must be restricted to no more than 2.5 gallons per rntinute at W 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 6071 _Separate readilyaccessible manual or automatic thermostat for eachstem,_ Insulation 604.1, 602.1 Geilings-Min, R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11, EnergyGauge''4 DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 0 NERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.6 The higher the score, the more efficient the home. 1. New construction or existing New 12. Cooling systems 2. Single family or multi -family Single family a, Central Unit Cap: 29,0 kBtri/hr 3. Number of units, if multi -family I SEER: 12.10 4, Number of Bedrooms 3 b, N/A 5. Is this a worst case? Yes 6, Conditioned floor area (ft2) 1562 ft' c. N/A T Glass area & type a, Clear - single pane 184,0 ft' 11 Heating systems b- Clear - double pane 0,0 112 a, Electric Fleat Pump Cap: 29.0 klltu/lir c. Tort/other SFIGC - single pane 0.0 tr, IISPF: 7-60 d. Tim/other SI JGC - double pane 0.0 ft, b. N/A 8, Floor types a. Slab -On -Grade Edge Insulation R=() 0, 1610(p) ft c. N/A b. N/A c. N/A 14, Ilot water systems 9. Wall types a Electric Resistance Cap: 50-0 gallons a. Concrete, Int Insul, Exterior R=4-1, 916.0 ftz EF: 0,86 b. Frame, Wood, Adjacent R- 11.0, 184-0 ft' b. N/A c. N/A d- N/A c- Conservation credits e- N/A IIR-1-leat recovery, Solar 10. Ceiling types DlIT-Dedicated treat pump) a- Under Attic R= 19.0, 1496.0 ft' 15. JIVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c_ N/A IIF-Wholc house far), 11. Ducrs PT- hograrnmable 'flicyroostat, a, Sup: Unc, Ret: Unc, Aff: Garage Sup- V-6,0, L0 ft RB -Atfic radiant barrier, b- N/A MZ-C-Multizone Cooling, MZ-11-Multizone treating) 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) VIIE Sr4 in this home before final inspection- Otherwise, a new EPL Display Card will be completed 0 based on installed Code compliant features. to Builder Signature: Date: Jt_ Address of New Home: BRISTOL FOREST TR. City/FLZip: LAKE MONROE/32747 00 W'E NOTE: The home's estimated energy performance score is only available through the FLAIRES computer program. This is not a Building Energy Rating- Ifyour score is 80 or greater (or 86j6r a US EPAIDOE EnergyStar7Vdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating-. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at wwwfisec.ucfedufar 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- EnergyGaugeO (Version: FLRCSB v3.2) 0612bl-dwul-') I 1j*- d I LILL HIN -) 414(bbI40d) NU-544 ( wooe XIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1562 09-05-OZ log COMMERCE STPLET, LAKE MARY, FL32746-62Q6 Phow (407) 831—n$5 Pros lectInformation 77 F— 12 n Information Weather Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF inside db 75 OF Design TD 32 'F Design TD 18 *F Daily range M Relative humidity 50 % Moisture difference 43 gr/lb 0= 130ding heat loss 26956 Btuh Ventilaflon air 0 ctm Ventilation air loss 0 Btuh Design heat load 26966 Btuh mmmm= Heating Cooling 1562 1562 12496 12496 0-80 0.40 167 83 Efficiency T6 ASP-F Heating input Heating output 0 Stub@ 47 Heating temp rise 0 OF Actual heating fan 1000 cIrn Heating air flow factor 0,037 cfrn/Btuh Space thermostat Structure 19506 Stuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Ratelswing multiplier 0.98 Total sens. equip. load 20086 Btuh Internal gains 920 Btuh Ventilation 1474 Btuh Infiltration 2457 Btuh Total latent equip. load 4851 Btuh Total equipment load 24937 Btuh Req- total capacity at 010% SHR Z4 ton Cooling Equipment Summary MaKe TRANE Trade Efficiency 12.1 EEK Sensible cooling 20440 Btuh Latent cooling 8760 Btuh Total cooling 29200 Btuh Actual cooling fan 1000 Cfrn Cooling air flow factor O.OS1 cfm/Btuh Load sensible heat ratio 81 014 BWdftWc yWom hAw be" umnuabi uvwfid*n prinjoUt Certified by ACCA to meet all requiremen% of Manual J 71h Ed. n IA--L H I N -3 40'ebbI40UJ NU. -'.),(4 r WOU-) RIGHT- J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job; 1562 09-05-02 log rammEFter- STREET. LWE MARY, FL 3274s-92W Pbme, (407) SM-2665 1. Winter infiltration AVF 0. 80 ach x 12496 ft' x 0.0167 167 cfm Z Winter infiltration load 1. 1 x 167 C;fm x 32 'F Winter TD = 5865 Btuh 3- Winter infiltration HTM 5865 Btuh 1 204 W Total window 28.7 Btuh/W and door area 1. Summer infiltration AVF 0- 40 ach x 12496 fV x 0,0167 83 cfm Z Summer infiltration load 1A x83 cfm x 18 *F SummerTD = 1649 Btuh 3, Summer infiltration HTM 1649 Btuh 204 ft, Total window 81 Btum? and door area Procedure C - Latent Infiltration Gain L0. 68 x4-3 gr/lb moist-diff, x 83 cfm 2457 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1. 1 x 50 cfm vent x 18 F SummerTD 990 Btuh Sensible load for structure (I-ine 19) 19506 Btuh Sum of ventilation and structure loads 20496 Btuh Rating and temperature smnn multiplier x 0.98 le Equipmentsizingload - sensible 20086 Btuh 2. Latent sizing load Latent ventilation load 0. 68 x 50 cfm vent x 43 grAb moistdiff. 1474 Btuh Internal loads = 230 Btuh x 4 people + 920 Btuh Infiltration load from Procedure C 2457 Btuh Equipment sizing load - latent 4851 Btuh Construction Quality is: a No. of Fireplaces is: 0 poWpWic vasues nave been nmramYy uvwWdden Printout certified by ACCA to meet all requirements of Manual J 7th Ed- vvrj4ghtspf1L RkP-suftRs*krt01-5.5,06RSRM3 ZDM-Mar-26W.10:11 ACCkE, s t 9 rsr PWC I 03/26/2003 10:21 DEL AIR 4 4076614089 NU. -S4'( LMIJ4 i RIGHT-J WORKSHEET Entire HousetDELAIRHEATING,AIR CONI)ITIONINGR 109 Q011AMERCESTRECT, LAKE MARY. FL3274642M Phow (4071631-2W5 Job: 1562 09-05-02 UAL X 7m Ed. I Name of room Entire House FOYIFAM NOOKAQT LDYNVIC 2 Lmgth of eM=ed wall 163.0 ft 28.0 R 32.o ft 6.1) ft 3 Room dimensions 23,0 x 14.0 ft 18.0 X 1C0 it 6,0 x 14-0 Tt 4 Ceangs Condit Option 8,0 ft heat/ood d 8,0 ft heat/cool 8,0 ft heat/cool 8.0 It heatf000l TYPE OF CST HTM Area Load (Btuh) AMa Load (Bwh) Area Wad (BWh) Area Load (RWh) EXPOSURE NO. HtU Gig ft') 119 C19 M Htg C19 ft) Ht9 Gig ft) HT9 C19 5 Gross :a 14B 4.8 2,11 1120 224 256 48 Exposed :b 12C 2-9 1,9 0 0 waft M,4 c 130 3.2 i 'z 184 0 parvoons d 0-0 0.0 0 0 0 6 Wwkms and a i C 37.0 144 32 1183 - 3:4 1183 0 0 qlziss doors b OC 37.0 40 1478 0 0 - 40 1478 0 0 Meatiag c 9C 301 0 0 a 0 0 0 0 0 d IC 37.0 D 0 0 0 0 0 0 e 7L 20.8 0 0 0 0 0 w-* 0 0 f 0.0 0 0 0 U 0 0 7 Windows and MOM 20-4 32 6$2 a 107 16 317317 0 0 glass doors NFJNW 39A 48 1101 0 0 0 0 0 0 Cooling Fjw 0.0 0 0 0 0 0 0F 0 0 SE/Sw 47A 104 4932 24 1128 58 2677 0 0 SaAh 0.0 0 0 0 0 0 Harz 0-0 0 0 0 0 0 8 Other doors a 101) 14.7 9.9 20 294 199 20 294 100 0 0 0 0 0 0 b 10D 141 9.9 0 0 0 0 0 0 0 0 0 a 0 0 c 0,0 0.0 0 a 0 0 0 0 0 0 0 0 0 01 9 Net a 148 4.6 2-1 916 4221 1880 172 753 3$4 184 48 379 48 221 99 exposed b 12C 2.9 1,9 0 0 0 0 0 0 0 0 0 0 0 0 walls am c 13C 3.2 1,2, 184 w 215 D 0 0 0 0 0 0 0 0 pambons d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0,0 0 00 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 Celli a 100 V 2,2 1466 1202$20 3308 36433,18 617 81() 252 427 561 84 142 187 0.0 0.0 0 0 0 0 0 0 D 0 0 0 0 0 0.0 0.0 0 0 0 a 0 0 0 M 0 0 0 0 0.0 0,0 a 0 0 0 0 0 0 0 0 0 0 0 DA 0,00 0 0 00 0 0 0 0 0 0 0 0 0 If 0,0 0.0f b 0 0 0 0 0 0 0 0 0 0 0 0 11 Flwi$ a M 25,9 0,C) 163 4225 0 28 726 0 32 829 0 0 155 0 Note- room 19G 11 0-0 0 0 0 0 0 0 0 0 U a 0 0 Perimeter c 0-0 0.0 0 0 0 0 0 0 0 0 0 0 a 0 in displ d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 slabab a O'D 0.0 0 0 a 0 0 0 0 0 0 0 0 0 floors) f 010 010 0 a 0 0 0 0 0 0 0 0T 0 12 infiltration a 2&7 B.1 204 SMS 1649 52 1495 420 72 2070 562 0 0 0 13 SubM lo&%=6+5-.+ 11 +12 24," 5108 6836 519 Len external heating 0 0 a 0 Less traosftr 0 0 0 0 Hosting recilstrIbution 0 0 0 0 14 Docct lots 2451 10% 511 - 10 'A w 10 52 15 Total loss = 13+14 1O-A 209$6 5619 - 7519 571 10 Int gains: people 301) 4 3 wo 0 0 0 I. Q 1200 2 1000 0 0 1 1200 1 coo 17 Sub" RSM gain=7+8..+12+16 17753 M79 5715 M LM external owing F120D0 0 0 0 Loss Vamfor 0 0 0 C4oling redisulbWon 0 0 0 0 13 DurAgain 10 1773 101A 101% 572 100A 89 191 Total R-SH qM'n=(1 7+18)-PLF 1.00 19506 1.00 4:77 1,00 62871 1.00 974 20 Air requ (c*n) 10MI 1000 - 208. 224 1 50 Printeaut rtlfid tJjf AG tom t III tat ent of Man i J 7th Ed. MUM-SuiwRcsideKmlTM5.5.06"R26013 2=-Msr-2609-10-11 0& E-NFiUnCaMax200Z15M1-1CZrzr Pagc 1 03/26/2003 10:21 DEL AIR 4 4076614089 NU. 64'( WUM RIGHT-J WORKSHEET Entire House DEL AIR HEATINGAIR CONDITIONING,R 109 COMMEME STREET. LAKE MARY, FL 32746-6206 Job: 1562 09-0542 MP,NUAL J: 7th Ed.— 1 Name of room MRR MBTK BTF[ BR2 Length of exposed wall 28,0 ft a,o ft 0 0 ft no ft 3j Room climonsk= 16-0 X 12,0 ft 7-0 X &0 ft 9,0 x 8,0 ft Wo X 16.0 ft 4Ceilngs Condit Option 8.0 ft heat/cool 0 ft hostl" 0 ft hoat/coof 8.0 ft heav000l TYPE OF CST KTM Area Load (Btuh) Ama LOW (BWh) Area Load (DV*) Arw Load (Utah) EXPOSURE NO, I Htg C) HtQ Cig W 019 M Hto Ctu 112) HIQ Gig 5 Gross a 14B 4-6 2.1 224 64 128 25EKPDSgdb12CZ5 1.9 0 0 0 0 32wallsandc15C3.2 1.2 0 0 0 120 11) partlons d 0,0 0.0 0 0 0 noe0,0 D'Q 0 f 0,0 0.0 0 0 0 6 Windows and a 1 C 37-0 32 1103 0 0 0"" 16 591 CglassdoorsbaC 37.0 0 0 0 0 0 0 0 Heating c 9C 38,7 0 0 0 0 0 0 d I r, 37.0 0 0 0 0 0 0 0 0 71L 20.8 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20A 167 a 0 0 0 0 0 OWS do= NE)NW 39,4 0 0 0 0 0 145 Cooling EAN 0.0 1) 0 0 0 0 0 0 SEjSW 47A 24 1128 0 0 0 0 0 0 South Mo 0 0 0 a 0 a 0 Horz 0.0 0 a 0 0 0 0 0 0 a Other doors a 10D 143 9A 0 0 0 0 0 0 0 0 0 0 0 0 b 1 OD 143 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0,0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 148 4,0 2-1 192 885 3% i 1554 295 132 0 a 0 112 516 231 exposed b 12C 2-9 1-9 0 0 0 0 0 0 0 0 walls and c 13C 321 12 0 0 0 0 0 01 lz 378 140 partitions d 0-0 0,0 0 0 0 0 0 0 0 0 0 0 0 0 Q 0-0 U 0 0 0 0 0 1 0 0 0 0 0 0 0 f 0,0 0,0 0 0 0 0 0 0 0 0 0 0 0 0 10 ce"nos a 16D 1.7 2-2 192 326 427 56 95 125 72 122 lou 255 434 570 b 0.0 0,0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0-0 0 0 0 0 0 0 0 0 0 0 0 0 d 010 0.0 0 0 0 0 a 0 0 0 0 e 0 0.0 0 0 0 0 00 0 0 0 0 0 0 f 0,0 0,0 0 0 0 0 0 0 0 0 0 0 0 a 11 Floors a 22A 25.9 0,0 28 726 0 a 207 0 0 0 0 31 804 0 Note: Mom b 19G 1.1 010 0 0 0 0 a 0 0 0 0 0 0 0 pefteter c O'D 0.0 a 0 0 0 0 0 0 0 0 a 0 0 is trispL 0.0 0.0 0 0 0 0 0 0 0 0 a 0 0 D forslab e 0,0 Ld010 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0,13 0 0 0 0 0 0 0 0 0 0 0 0 12 1 Infiltration a 28,78-1 M 0 0 0 0 0 a 16 460 129 13 Subtotal 11+ 12 40310 597 122 3183 Less eMmat heating 0 0 0 0 Less transfer r32 a r259 0 0 0 HeArQ MdiWbubon 0 a 0 0 14 Duct IM 10 OA W 10 'A 12 10 313 iS Total Ioss = 13-14 4"3 657 134 16 K qWns; People @1 300 1 300 0 0 0 0 0 0 Appl, @ 1200 0 0 0 0 0 0 17 Subtot RSH gain =7+8--+12+16 2M 256 160 1701 Less external coang 0 0 0 Less transfer 0 0 0 Coofing redistntiubon 0 0 0 18 Duct gain 2681 1DA 26 10-4 16 10,11, 170 19 TOW RSH n=(17+18)-PLF 1 1.00 170 1.001871 20 Air required (cf-) 9 30 03/26/2003 10-21 DEL AIR 4 4076614089 NO.347 P006 RIGHT-J WORKSHEET Enfire House0DELAIRHEATING,AIR CONDITIONING,R Job; 1562 09-05-02 log CQMMIjR(E STREEY. LAKE MARY. FL32746-6206 Phone; (407) 831-2ms u O L J; 71h Ed, Name of room BR3 2 Length of exposed wall 50.0 it 3 Roorn dirnemicins 14,0 X 15.0 A 4 Ceflngs concrk Option co it heat/cool TYPE OF CS HTM Area Load (Btuh) Area7 7 Area Area EXPOSURE No_ i_lig I Ctg Htq cig Hto clu Htg Cig Cig 5 GTOS L a 14B 4-6 ZI 170 EVmed b 12C 2.9 1.9 0 walls and c 13C 3-2 1,2 64 partitions d 0A 0.0 0 a 00 0.0 0 f 010 0.0 5 Windows and a IC 37.0 32 11W glass doom b SC 37.0 0 Heating 38- r Sic 38-7 U d I c 3700IC 0L37.. 7 et7L 210:15 0 0.000 0 7 Wridaws and North 20.4 0 glaSs dom NE/NW 39,4 32 1261 Cooling ErW 0-0 0 0 E/sw 47.4 0 0 southl 0.0 0 Herz 0,0 a 0 8 Other doom a 10D 14,71 9.9 0 0 b 10D 143 9.9 0 0 c 0.0 010 0 0 0 9 Not a 14B 4.6 2-1 144 6" 297 expo-d b 12C 2.9 1.9 0 0 0 wah and c 13C 3.2 1.2 04 202 75 partitions d 0,0 Q'o 0 0 a e 010 010 0 0 0 f 0.0 0.0 0 0 0 10 Ceilings a 16D 1.7 2-2 210 356 467 b 0,0 0.0 0 0 0 c 0'0 0.0 0 0 0 d 0.0 0.0 0 0 a 0 0.0 0.0 0 0 0 0.0 0.0 0 0 0 11 Flom a 22A 25-9 0.0 30 778 0 Note- roorn b 19G 1.1 0.0 0 0 a Perim" c 00 0,0 0 0 0 is displ. d 0.0 on 0 0 0 I" slab e 0.0 0.0 0 0 0 ft") I 0.0 0.0 0 0 0 12 Infittralljon a 28.7 8,t 2 M 259 13 GSubtotal1oss+8-+1 1+ 12 f47102Lo" Md"nal healing 0 Less transfer 0 Healing nadivinbution 0 14 Duct I= to,/, 410 1* Total loss a 13-14 4512 10 Int gains; pewle 0 300 0 0 Appl, Q 1200 0 U 17 Subtot RSH qaW-7+8-.+12+16 2368 L= eAernal writing 0 LM transfer Coding nadistribution 0 18 Duct pin 10,4 2W 04 - 19 Total RSH gain--(17-18)*PLF 1.00 25941 1 - 20 Air required (CFM) 167 133 Printout certified by ACCA to meet all Muirements of Manual J 7th Ed. R11" is 1111111ilplill!111 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 U007 RIGHT-J WINDOW DATA DEL AIR HF-ATING,AIR CONDITIONING,R Job: 1562 094)5-02 109 COMMERCE STMEr, LWE K"Y, FL 3274642M Pho, (407) H31-2065 W S D W G L S S 0 N A S 0 0 w c w s N K I A L 0 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 0 x y T m R R FOYIFAM n sw a 0 n 0 d 1 1 90 1.0 1.4 1-0 5.0 47.4 32.0 8.2 NOOKJKIT n sw a G n 0 d 1 1 90 1,0 1.4 1.0 5.0 47,4 32.0 8.2 b n se a c n 0 d 1 1 90 1,0 1A 1,0 7-0 47.4 40.0 7,3 LDYIWIC MBR a n se a 0 n 0 d 1 1 90 1-0 1.4 1-0 5.0 47.4 32.0 8.2 MBTH Ea BR2 a n ne a 0 n 0 d 1 1 90 to 1.4 to 5.0 39-4 16.0 0.0 BR3 a n nw a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 39.4 32-0 U A wn ghtsoftkkEWl)M\C0Mex2MZl%ZlUZaW 0 ss ------ -Truss Ty Ply ConteJob 53907228 -rCJ2 JAC' Job R Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Indu 1-6-8 2-9-3 2, 54 B-- TCLL 20,0 TCDL 10.0 BCLL 0.0 BCDL 10,0 Q i NoMmimilMORAN EMM-- SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr NO Code FBC2001 IF H KMM Apr 23 10:25:20 200 CS1 DEFL In loc) I/defl PLATES TC 022 Vert(LL) n/a n/a TL20 BC 0,03 Vert(TL) 0,04 A >548 WB 0.00 Horz(TL) 0,00 C n/a Matrix) 1st LC LL Min I/def I - 240 Weight: 11 lb BRACING REACTIONS (lb/size) C-27/Mechanical, B-252/0-11-5, D-24/Mechanical X TOP CHORD Sheathed or 2-9-3 oc purlins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, 0 IQ Max Harz B-35(load case 2) Max UpliftC--37(load case 5), B--1 35(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-B-1 7, B-C--29 BOT CHORD B-D-0 NOTES (3) 1) Wind: ASCE 7-98 perFBC2001; 110mph; h-15ft;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 37 lb uplift at joint C and 135 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 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 w cr- CL C%J Z 17 i4iU", Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907228 Contractor/Job: 1562 A RF Date Req:04/30/2003 Draw No:53907228CJ2 9 53907228 JCS7 I ENDJACK TRUSS Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 10:25:20 2003- Page I 1-6-8 5-6-6 4-3-11 Scale - 1:1 U4 = LOADING (psf) SPACING 2 0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 20,0 Plates Increase .25TC 0.42 Vert(I-L) -0.03 F-G >999 TL20 245/193 TCD1- 10.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.08 F-G >999 BCLL 0.0 Rep Stress Iner NO WB 0.31 Horz(TL) 0.01 E n/a BCDL 10'0 Code FBC2001 (Matrix) 1st LC LL Min Weil - 240 Weight: 39 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-10-10 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) B-437/0-11-5, E-387/Mechanical, D-236/Mechanical Max Harz B-1 17(load case 4) Max UpliftB--206(load case 2), E--1 9(load case 3), D--1 42(load case 5) FORCES ( lb) - First Load Case Only TOPCHORD A-H-14,13-1-1-14,8-C-11111,C-D-36 BOTCHORD B-G-1067,F-0-1067,E-F-0 WEBS C-G-152, C-F--1115 NOTES ( 3) 1) Wind: ASCE 7-98per FBC2001; 110mph-,h-15ft;TCDL-6.0psf; BCDL-6,Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable and zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 206 lb uplift at joint B, 19 lb uplift at joint E and 142 lb uplift at joint D. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit) for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1,25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-H--60.0 Trapezoidal Loads (pit) Vert: B-1.7-to-E-49.5, H-0.0-to-D--148.5 0 Job Truss Truss Q'y PlyType Centex-Orlando/I 562-AAsk/4-23-3 53907228 CS7A J, a 1 Job Reference o n urrivoir-g—alForest Products.ine.. Burlington. NC 27215. Jeff Kerr 5,000 s Feb 20 2003 MiTek Industries. Inc. Wed Apr 23 10:2 295M 1 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in loc) I/detl PLATES GRIP TCLL 20.0 Plates Increase 1,25 TC 028 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.11 Vert(TL) -0.05 A >354 BCLL 0,0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well - 240 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4 -11 -11 oc; purlins. BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REAC11ONS (lb/size) C-1 26/Mechanical, B-275/0-8-0, D-46/Mechanica Max Herz B-1 00(load case 5) Max UpliftC--94(load case 5), B--69(load case 4) NOTES (3) 1)Wind: ASCE 7-98 per FBC20011; 110mph; h-15ft;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 94 lb uplift at joint C and 69 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 ORLANDO Shop No: 53907228 Contractor/Job: 1562 A RF Date Req:04/30/2003 Draw No:53907228CS7A Job I russ Iruss 53907228 CS7B JACK entex- ME 2-11-11 LOADING (psf) SPACING 2-0-0 GSI DEFL in (loc) I/defl TOLL 20,0 Plates Increase 1.25 TC 0.12 Vert(I-L) n/a n/a TCDL 10,0 Lumber Increase 1.25 BC 0,03 Vert(TL) 0.01 A 999 BCLL 0.0 Rep Stress Incr NO WB 0,00 Horz(TL) 0.00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 IQ i REACTIONS (lb/size) C-57/Mechanical, B-204/0-8-0, D-26/Mechanical Max Horz B-63(load case 5) Max UpliftC--52(load case 5), B--80(load case 4) FORCES (lb) - First Load Case OrZ TOP CHORD A-B-22, B-C--43 BOT CHORD B-D-0 N mcm SeWo - i Ts EUM BRACING TOPCHORD Sheathed or 2-11 -11 oc purlins, BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft;TCDL-6.Opst; 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 (6y others) of truss to bearing plate capable of withstanding 52 lb uplift at joint C and 80 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. MEZNU 117 ce Inc,, Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 10 c aim Scale - 1:4,7 3x4 LOADING (psf) SPACING 2-0-0 GSI DEFL in loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1,25 TC O,08 Vert(I-L) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.00 A >999 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0,00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/clef I - 240 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 0-11 -11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Max Horz B-35(load case 4) Max UpliftC--1 3(load case 5), B--89(load case 4) Max Grav C-28(load case 4), B-1 38(load case 1), D-9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--28 BOT CHORD B-D®0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft;TCDL-6-0psf; BCDL-6.Opsf-. occupancy category ll;exposure 8; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed.Lumber DOL-1,60 plate grip DOL-1,33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint C and 89 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 4, e Ott C'=" W Ln C'J 0 53907228 _JHG1 HIP,Iiiiiii 1; i Univii—alForest Products,inc, —Kerr— _____5__,_0__00_s Feb M 1 -6-14 20-0-0 26-5-2 33-0-0 35-11-11 40-0-0 4,1-0,0 1-0-0 4-6-4 2-5-12 6-6-14 6-5-2 6-5-2 6-6-14 2-11-11 4-0-5 1-0-0 Scale ® 1:68 7x10 5,00 Fri- D 54 = 2x5 it 5X8 == 700 5X6 = 5x7 = 700 M1118H= 5X7 = 5X6 = 6-14 7-1-12 6-5-2 6-5-2 6-5-2 6-5-2 7-1-12 Plate Offsets (Y) JR:0,-2:7 Ecl K LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 1.00 Vert(LL) 0.95 0 496 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -1.57 0 300 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.26 K n/a BCDL 10,0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 Weight: 246 lb LUMBER TOP CHORD 2 X 4 SYP No.2 "Except® T3 2 X 6 SYP No.2, T2 2 X 6 SYP No.2 BOT CHORD 2 X 6 SYP SS WEBS 2 X 4 SYP No,3 *Except* W1 2 X 4 SYP No.2, W1 2 X 4 SYP No.2 W1 2 X 4 SYP No.2, W1 2 X 4 SYP No.2 REACTIONS (lb/size) K-3309/0-8-0, B-3309/0-8-0 Max Horz 8--75(load case 5) Max UpliftK--939(load case 3), 6--888(load case 3) BRACING TOP CHORD Sheathed, BOT CHORD Rigid ceiling directly applied or 4-7-10 oc bracing. FORCES (lb) - First Load Case Only TOPCHORD A-B-26,B-C--7379,C-D--7425,D-E--10771,E-F--11967,F-G--11967,G-H--11967,H-I--10771.1-J--7440,J-K--7341,K-L-26 BOTCHORD R-Q-6694,P-Q-6912,0-P-10768,N-0-10768,M-N-6911,K-M-6652 WEBS D-Q-187, I-M-202, C-Q-248, D-P-4198, E-P-1412, E-0-1308, F-0-779, H-0-1307, H-N-1413, I-N=4200, J-M-275 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; I I Omph; h-15ft; TCDL-6.0pst; 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 poncling, 4) All plates are TL20 plates unless otherwise indicated, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 939 lb uplift at joint K and 888 lb uplift at joint B. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 258.21b up at 33-0-0, and 385,01b down and 258.21b up at 7.0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. 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. LqdtLY = 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) N Vert: A-D-60.0, D-1-125A I-L--60,0, B-K--41.7 Concentrated Loads (lb) Vert: D-385.0 1--385,0 C4 CL Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907228 Contractor/ Job: 1562 A RF Date Re4:04/30/2003 Draw N11:53907228HG1 Job Truss 53907228 HG2 Truss Type City Ply HIP I I Inc., Burlington, NC 27215, 0711111171 ando/1562-A/jsk/4-23 JLob_Rqferprjce (o0onai)________ i ek Industries, Inc. Wed Apr 23 10:25:22 2003- I 1 3-0-0 1-0-0 7-0-0 6-0-0 7-0,0 1-0-0 Scale — 1 C 5X6 D 30 = I 3X6 2X3 H 300 WOW= 3x4 7-1-12 12-10-4 7-1-12 5-8-8 7-1-12 Plate Offse LOADING (psf) SPACING 2-0-0 CS1 DEFIL in loc) Well PLATES GRIP TCLL 20,0 Plates Increase 1,25 TC 0.60 Vert(LL) 0.13 G-1 999 TL20 245/193 TCOL 10,0 Lumber Increase 1.25 BC 0,78 Vert(TL) 0.25 B-1 923 BCLL 0.0 Rep Stress Incr NO WB 0,11 Horz(TL) 0.08 E n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/def I - 240 Weight: 82 lb BRACING TOP CHORD Sheathed or 3-1-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-10-1 oc bracing. REACTIONS (lb/size) E-1643/0-8-0,B-1643/0-8-0 Max Herz B--73(load case 5) Max UpliftE--447(load case 5), B--447(load case 4) FORCES (11b) - First Load Case Only TOP CHORD A-B-22, B-C--3209, C-D--2904, D-E--3209, E-F-22 BOT CHORD B-1-2890, H-1-2904, G-H-2904, E-G-2891 WEBS C-1-277, D-G-277, C-G-1 7 ch NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL-6.Opsf; BCDL-6,Dpsf ; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 447 lb uplift at joint E and 447 lb uplift at joint B. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 258,21b up at 13-0-0, and 385.01b down and 258.21b up at 7-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer, 8) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1,25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-C--60.0, C-D--125.0, D-F--60.0, B-E--41.7 Concentrated Loads (lb) Vert: C--385.0 D-365.0 1111111111 11110 piiiiiiiiiiiiiii ATOMWWWWns i3010V 1 - ME* witir-allso 0 sm JACK is 6 LLJ'b'Reference s Feb-2—O2-0-03 MiTek Industries, Inc. Wed Apr 23 10:25: D scale - 1 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.02 Vert(TL) 0,01 A >999 BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/def I - 240 Weight: 8 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-0-0 oc purlins, BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (lb/size) B-156/0-8-0, E-19/Oechanical, C-46/Mechanical Max Horz B-48(load case 5) Max UpliftB--67(load case 4), C--45(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--30, C-D--4 BOT CHORD B-E-0 NOTES (3) 1)Wind: ASCE 7-98 per FBC2001; 110mph;h-'15ft,-TCDL-6,0psf; BCDL-6.Opsf-. occupancy category 11; exposure B; enclosed; MW FRS 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 8 and 45 lb uplift at joint C. 3) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances, The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer, LOAD CASE(S) Standard M0 1 pEMO` Im Im MIRIM mi I 9M MW 3x4 mm 8 O-q --q- 1 -8 LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) n/a - n/a TL20 245/193 TCDL 110,0 Lumber Increase 1,25 BC 020 Vert(TL) 0.17 A >93 BCLL 0.0 Rep Stress Incr YES WB 0,00 Horz(TL) -0,00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C-1190/Mechanical, B-352/0-8-0, D-66/Mechanical Max Horz B-1 37(load case 5) -- Max UpliftC--135(load case 5), B-132(load case 4) FORCES (lb) - First Load C B ase,Oro TOP CHORD A-B-22, - -6 BOT CHORD B-D-0 I NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft;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 135 lb uplift at joint C and 62 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 responsibilib, 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. 1w C\J Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 539072 " 2 11 Contractor/Job: 1562 A RF Date Req:04/30/2003 It No:53907228J7 53907228 JMG2 MON Universal —Forest Products, Inc., Burlington, -NC-2?2—i-5-,-jef—f Kerr____ N= F-MM 1-0-0 1-0-0 Job Reference (opti WedApr23 10:48:30 2003 Page 1 2X3 II scale - 1:6, LOADING ( psf) SPACING 2.0-0 CSI DEFL in (loc) I/defi PLATES GRIP TCLL 20.0 Plates Increase 1,25 TC 0.05 Vert(L-L) 0.00 A-C >999 TL20 245/193 TCDL 10.0 Lumber Increase 1,25 BC 0.37 Vert(TL) -0.01 A-C >999 BCLL 0.0 Rep Stress Incr NO WEI 0.01 Horz(TL) -0,00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/def I - 240 Weight: 9 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-0-0 oc purlins, BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) A-454/0-8-0, C-489/Mechanical Max Horz A-32(load case 4) Max UplittA--95(load case 5), C_-1 12(load case 5) FORCES ( lb) - First Load Case 0 TOP CHORD A-B-16 BOT CHORD A-D-0, WEBS B-C-54 I NOTES ( 4-5) 1) Wind: ASC E 7-98 per FBC200 1; 11 Omph; h- 1 5ft; TC DL-6. Opsf; BC DL_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 95 lb uplift at joint A and 112 lb uplift at joint C. 3) Special hanger(s) or connection(s) required to support concentrated load(s) 800.01b down and 205.1 lb up at 1-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer, 5) L26R: Right end may be attached to 2x6 So. Pine or larger BC of one or more ply girder truss with Simpson LUS26 or eq. Follow Simpson instructions for installation. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1 .25, Plate Increase-1.25 Uniform Loads (plt) Vert: A-C-20.0, A-13-60,0 Concentrated Loads (lb) Vert: D-800.0 J CL V S I Truss Type I aty I ply vefsal Forest Products,lnc,, Burlington, NC 27215, Jeff Kerr 5,000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 10:25:24 200J flage 5-8-13 9-0-0 16-4-9 23-7-7 31-0-0 4,11 -0 j0 1-0-0 5-8-13 3-3-3 7-4-9 7-2-13 7-4-9 3-3-3 5-8-13 1-0-0 Scale - 1: 5x7 = 3x6 == 3X8 = 2x3 11 5x7 5. 0o HT D E F a H U V U 3x6 = 3XI0 V11118H- 3x6 N U8 M t- WO MOM= 3x6 9-1-12 7-2-13 7-2-13 7-2-13 9-1-12 Plate Offsets X, YLP:Q-5-4 e1yH.o-5-4 0-2-81 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) 0.35 N-0 >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0,72 N-0 >658 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0,18 J n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min Well - 240 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-8-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-1653/0-8-0,J-1653/0-8-0 Max Horz B-90(ioad case 4) Max UpliftB--344(load case 2), J--344(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3332, C-D--3135, D-E--4008, E-F--4008, F-G--4008, G-H--4008, H-1-3135, I-J--3332, J-K-22 BOT CHORD B-Q-2995, P-Q-2880, O-P-2880, N-0-4008, M-N-2880, L-M-2880, J-L-2995 WEBS D-Q-264, H-L-264, &0-443, G-N--443, C-Q--151, D-0-1269, E-N--1, H-N-1268, I-L-150 NOTES (6) 1) Unbalanced root live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL-6.Opsf; BCDL-6,Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding, 4) All plates are TL20 plates unless otherwise indicated, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 344 lb uplift at joint B and 344 lb uplift at joint J. 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. 32MUZZ23= I # ROM fi RA MM Fol 44-UME FWI EM 53907228 SD2 Referer an-iver af Forest Vr6d-uctsfn-c, 66-rlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, 3- -0__ 1-0-0 5-9-14 5-2-2 6-0-0 6-0-0 6-0-0 5-2-2 5-9-14 1-0-0 scale - 1 om 3x6 = 5X8 = 5x6 = 3X6 = WO MIIIBH= 3A = 3x8 -- 300 MIIIBH= 3X6 = 5-9-14 11-2-2 6-0-0 11-2-2 5-9-14 Plate Offsets LF,94-0,V-P1,1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1,25 TC 0.34 Vert(I-L) 0.26 M-N 999 TL20 245/193 TCDL 10.0 Lumber Increase 125 BC 0.87 Vert(TQ 0.76 K-M 619 BCLL 0,0 Rep Stress incr YES WB 0,31 Horz(TL) OA6 1 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 Weight: 197 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-2-4 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-1653/0-8-0,1-1653/0-8-0 Max Horz B-1 06(load case 4) Max UpliftB--317(load case 2),I--317(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-6-22, B-C--3470, C-D--3417, D-E--3321, E-F--3320, F-G--3320, G-H--3417, H-6-3470, I-J-22 BOT CHORD B-P-3103, O-P-2637, N-0-2637, M-N-3320, L-M-2637, K-L-2637, I-K-3103 WEBS C-P--207, H-K--207, D-N-863, E-N--356, E-M--1, F-M--356, G-M-8132, G-K-625, D-P-625 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001: 11 Omph- h-I 5ft; TCDL-6.Opst; BCDL-6,Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding, 4) All plates are TL20 plates unless otherwise indicated, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint B and 317 lb uplift at joint 1. 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 C\J AQ Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907228 Contractor/Job: 1562 A RF Date Req:04/30/2003 Draw No:53907228SD2 ob ITruss I Truss Type I Qty I Ply I Centex-Orlando/I 562-Afjsk/4-23-3 53907228 SD3 Co= I , Inc., Burlington, NC 27215, Jeff Kerr 5,000S 1-0-0 7-8-11 5-3-5 14-0-0 5-3-5 7-8-11 1-0-0 Seal a - 1 Ml 56 = 2x3 11 5x6 = I 3x6 = US = 3x8 = 3x8 = 34 = 10-3-14 9-8-2 9-8-2 10-3-14 Plate OffsetsQX,Y),' 0-2-41 LOADING ( psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/detl PLATES GRIP TCLL 20.0 Plates Increase 125 TC 0.68 Vert(LL) 022 L 999 TL20 245/193 TCDL 10.0 Lumber Increase 1,25 BC 0,90 Vert(TL) 0.50 L-N 952 BCLL 0.0 Rep Stress Iner YES WB 0.24 Horz(TL) 0.15 H n/a BCDL 110,0 Code FBC2001 Matrix) I st LC LL Min I/defl - 240 Weight: 188 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-9-15 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 93-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) B-1653/0-8-0,H-1653/0-8-0 Max Harz B-1 22(load case 4) Max UpliftB--290(ioad case 2), H--290(load case 3) FORCES ( lb) - First Load Case Only TOP CHORD A-B-22, B-C--3301, C-D6-3027, F-G--3027, G-H--3301, H-1-22, D-E--2895, E-F--2895 BOT CHORD B-N-2948, M-N-2495, L-M-2495, K-L-2495, J-K-2495, H-J-2948 WEBS C.N--336, D-N-537, E-L--443, D-L-506, F-J-537, G-J--336, F-L-506 NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001: I I Omph; h-1 5ft: TCDL-6.Opsf; BCDL=6.Opsf; occupancy category II; exposure 6; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposecl;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 290 lb uplift at joint B and 290 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 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 responsibilib, 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, sudsfi Cr tl- 0 1 * 0 0 11 1111 11 00 MOW 9W a 7-8-11 0-0 32-3-5 1-0-0 7-8-11 7-35 10-0-0 7-3-5 7-8-11 1-0-0 Scale - 20 11 5X6 - 3X6 = 3X8 .- 3x8 = 3x8 = 3x6 -' 10-3-14 20-0-0 9-4 10-3-14 9-6-2 9-8-2 10-3-14 Plate Offsets CXyl-, C:0-4-0,0-3-01 [D:0-3-0 0-2-41,LF:0-3-0 0-2-41 G-0-4-0 0- ff -03 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(I-L) -0,20 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.48 H-J >977 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.15 H n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min Well - 240 Weight: 193 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No,3 REAC71ONS (lb/size) B-1653/0-8-0,H-1653/0-8-0 Max Horz B-1 38(load case 4) Max UpliftB--313(load case 4), H--313(load case 5) I BRACING TOP CHORD Sheathed or 2-10-9 oc purlins. BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing, Except: 8-11-14 oc bracing: B-N. FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-3299, C-D--3028, F-G--3028, G-H--3299, H-1-22, D-E-2482, E-F--2482 BOT CHORD B-N-2967, M-N-2314, L-M-2314, K-L-2314, J-K-2314, H-J-2967 WEBS C-N--404, D-N-667, E-L--240, D-L-270, F-J-667, G-J--404, F-L-270 NOTES (5) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Omph-. h-1 5ft; TCDL-6,Opst; 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 313 lb uplift at joint B and 313 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 tAl ct ry— A rom IMe UOMP Moil -4M 0 W "A K-077'm t--l-A-49b Jlef e rencaAopll Inc,, Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 10:25:26 2003 Page a 17-0-0 23-0-0 26-3-0 32-3-5 -0-0 1 9-010 7-8-11 6-0-5 3-3-0 6-0-0 3-3-0 6-0-5 7-8-11 1-0-0 sowe - 1 5,00 `1-2 5X6 = 5A tivA .m E F U N M L K Us = 3x8 = 5X10 = US = Us 29-8-2 10-3-14 9-8-2 9-8-2 Plate Offsets (XY LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/detl TCLL 20.0 Plates Increase 1,25 TC 0.66 Vert(LL) 0.20 M 999 TCDL 10.0 Lumber Increase 1,25 BC 0.89 Vert(TL) 0.49 I-K 972 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.15 1 n/a BCDL 10,0 Code FBC2001 Matrix) I st LC LL Min I/defl - 240 LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD BOT CHORD 2 X 4 SYP No,2 BOT CHORD WEBS 2 X 4 SYP No.3 WEBS REACTIONS (lb/size) B-1653/0-8-0,1-1653/0-8-0 Max Harz B- 1 54(load case 4) Max UpliftB--333(load case 4), 1--333(load case 5) I 10-3-14 PLATES GRIP TL20 245/193 Weight: 204 lb Sheathed or 2-10-6 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-6-2 oc bracing: B-0. 1 Raw at midpt D-M, G-M FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3312, C-D--3025, D-E--2143, F-G--2143, G-H--3025, H-6-3312, I-J-221 E-F--216i BOT CHORD B-0-2961, N-0-2415, M-N-2415, L-M-2415, K-L-2415, I-K-2961 WEBS C-0-381, D-0-595, G-K-595, H-K--381, E-M-560, F-M-560, D-M--631, G-M--631 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 1 10mph; h-15ft; TCDL-6.Opst; 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 pending. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at joint B and 333 lb uplift at joint 1, 5) Truss shall be fabricated per ANSIITPI 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. CD C7J' J Cc I Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop flo- , 539072 1 W Contractor/Job: 1562 A RF Date Req:04/30/2003 Draw No:53907228SD5 Inc., Burlington, N 2 M IN I 13-9-0 19-0 0 _ 21-0-0 26-3-0 32-3 i _ _ _ _ +— 1-010 7-8-11 6-0-5 5-3.0 2-0-0 5-3-0 6-0-5 7-8-11 1-0-0 scale . 1:66.t 5.00F2 5x6 = 5x6 = E E 3x7 .- Q N M L K 3x7 = 34 = 3x6 = 502 = 30 = 3x6 = 10-3 14 20 0-0 29:6 2_ 40 0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets (XYam[ :0 4 00 3 Oj[E 0 3-0 0 2 4j F 0 3-0,0-2-4 -0-4-0 0-3.Oj LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) 0.20 M 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) 0.49 I-K 967 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.15 1 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl a 240 Weight: 205lb BRACING TOP CHORD Sheathed or 2-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-1-5 oc bracing. WEBS 1 Row at midpt D-M, G-M REACTIONS (lb/size) B 1653/0-8-0, 1 1653/0-8-0 Max Horz B-170(load case 4) Max UpliftB--352(load case 4), I--352(load case 5) FORCES (lb) - First Load Case Only TOPCHORD 0. t k WEBS C-0-366, a R NOTES(5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.0psf; BCDL-6.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1:60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 352 lb uplift at joint B and 352 lb uplift at joint 1. 5) Truss shall be fabricated per ANSI/PI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and 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. tr; X) s: Cx. Customer No: 14;+ ORLANDO s• iii Contractor/Job: 1. + RF Date +. 141 11 Draw No:53907228SD6 EM K a s Feb 20 2003 MiTek Industries-, Inc. Wed Apr 23 10:25:27 200 Page I 3:9-0 20-0-0 1-0-0 7-8-11 6-0-5 6-3-0 6-3-0 6-05 7-8-11 1-0-0 Scale . 1 :61 a Us = 30 ri_2_ SX6 = 3x$ = 3x8 = 3x6 = 10-3-14 9-8-2 9-8-2 10-3-14 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1,25 TC 0,67 Verl(LL) -0,20 L >999 TL20 245/193 TCDL 110,0 Lumber Increase 1.25 BC 0,89 Vert(TL) -0.49 H-J >961 BCLL 0,0 Rep Stress Incr YES WB 0,40 Horz(TL) 0.15 H n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/clef I - 240 Weight: 195 Ila LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOR CHORD Sheathed or 2-10-3 oc purlins. BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 7-11-5 oc bracing, WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-L, F-L REAC11ONS (lb/size) B-1653/0-8-0, H-1653/0-8-0 Max Herz B-178(load case 4) Max UpliftB--360(load case 4), H-360(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3307, C-D--3025, D-E--2111,E-F--2111, F-G--3025, G-H--3307, H-1-22 BOT CHORD B-N-2955, M-N-2429, L-M-2429, K-L-2429, J-K-2429, H-J-2955 WEBS C-N-363, D-N-579, D-L-734, E-L-1 170, F-L-734, F-J-579, G-J-363 NOTES (4) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h_1 5ft-, TCDL-6,Opst; BCDL-6,Opsf; occupancy category ft-, 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 360 lb uplift at joint B and 360 lb uplift at joint H. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibiliti, 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. XRZE co22 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 5390722.9, Contractor/Job: 1562 A RF Date Req:04/30/2003 Draw No:53907228T1 as 11russ lype M 1-0-0 7-8-11 26-3-0 32-3-5 0 -9 1-0-0 7-8-11 6-0-5 63-0 6-3-0 6-0-5 7-8-11 1-0-0 Scale - 1:67 I 5 00 F1 2— 5X6 -- 300 M1118H= 3X8 = 3x6 = REM 3xlOM1118H 10-3-14 9-8-2 9-8-2 4-3-14 6-0-0 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1,25 TC 0.65 Vert(I-L) -0,24 K-M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -0.61 K-M >659 BOLL 0.0 Rep Stress Incr YES WB 0,40 Horz(TL) 0.14 H n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/def I - 240 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-14 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-14 oc bracing. WEBS 2 X 4 SYP No,3 WEBS 1 Row at midpt D-M, F-M REACTIONS (lb/size) B-1617/0-8-0,H-1449/0-8-0,J-241/0-8-0 Max Horz B--1 78(load case 5) Max UpliftB--363(load case 4), H--362(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-3213, C-D-2931, D-E--2025, E-F--2025, F-G--2697, G-H--2969, H-1-22 BOT CHORD B-0-2870, N-0-2345, M-N-2345, L-M-2245, K-L-2245, J-K-2635, H-J-2635 WEBS C-0-365, D-0-572, D-M--730, E-M-1 107, F-Mm-595, F-K-350, G-K--330 NOTES (5) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL-6,0pst; 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) All plates are TL20 plates unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint B and 362 lb uplift at joint H. 5) Truss shall be fabricated per ANSIrFPl 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 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. LO 0-3 Q Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907228 Contractor/Job: 1562 A RF Date Req:04/30/2003 Draw No:53907228T1 A EM niversal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 IN 23 10:25:28 2003 Page 1 1-0-- 6.1-3 11-6-iQ_-- 17-0 Q 2Q-Q-0 __ _22-5 6 27-t0-13 40 0-Q 1-Q 1-0-0 6-1-3 5-5-6 5-5-6 3-0-0 2-5-6 5-5-6 12-1-3 1-0-0 Scale - 1:67. I 5x6 5.00112 2x3 11 3x.6 --__ Q 2x3 II 3x6 = 3x8 = 3x8 = 34 = 3x8 = 3x6 = 20 11 2x3 II I 8-9-14 17-0-0 25-2-2 40-0-0 8-9-14 8-2-2 8-2-2 14-9-14 Plate Offsats,Y;D 0-4 0,0-3 Oj LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/dell PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0,15 X-Y >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.67 Vert(TL) -0.33 X-Y >999 BOLL 0.0 Rep Stress Incr YES WB 0,95 Horz(TL) 0,11 R n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 243 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-6-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 "Except" 8-2-5 oc bracing: B-AA W1 2 X 4 SYP No.2, W6 2 X 4 SYP No.2 9-9-0 oc bracing: Y-AA. WEBS 2 Rows at 1/3 pts E-Al, V-AI JOINTS 1 Brace at Jt(s): Al REACTIONS (lb/size) i Max Herz B--1 78(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-2845, C-D-2600, D-E-1858, E-F-400, F-G-377, G-H®-375, H-I--372, i-J--389, J-K-415, K-L--340, L-M=-377, M-N--392, N-0-438, O•P-358, P-Q--407, Q•R--399, R-S21 BOT CHORD B-AA-2555, Z-AA-2138, Y-Z-2138, X-Y 1990, W-X-2475, V-W-2475, U-V-346, T-U-346, R-T-346 WEBS E-AE--1432, AC-AE--1431, AC-AD--1401, AD-AF--1446, AF-AH--2003, AB-AH--2032, AB-AI®-2032, AG-Al®-2057, AG-AJ--2285, AJ-AK--2316, V-AK--2321, G-AC-79, H-AD--117, F-AE-1, C-AA--284, D-AA-421, D-Y--646, E-Y-891, Y-AF--452, X-AF-458, X-AG -354, I-AH -75, J-Al -65, K-AG--218, M-AJ--82, N-AK--12, O-V -327, P-U-7, Q-T -143 TES (4) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7.98 per FBC2001 ; I I Omph; h-15ft; 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 mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at joint B, 305 lb uplift at joint V, 107 lb uplift at joint U and 44 lb uplift at joint T. 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 r t11 CS y c; s Feb 20 2003 MiTek Industries, Inc, Wed Apr 23 10:25:28 20013 I 1-0 -0 6-11-4 1-0-0 6-11-4 3-0-12 3-0-12 6-11-4 1-0-0 wale - 1:: Us - I I Us = 5X8 = 10-0-0 10-0-0 LOADING (pst) SPACING 2-0-0 CS1 DEFIL in loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0,38 Vert(LL) 0.07 B-H >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0,50 Vert(TL) -0.24 B-H >951 BCLL 0,0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.03 F n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defI - 240 Weight: 83 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-14 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 (lbisize) B-853/0-8-0, F-853/0-8-0 Max Herz B-97(load case 5) Max UplittB--212(load case 4), F--212(load case 5) FORCES (11b) - First Load Case Only TOP CHORD A-B-22, B-C--1373, C-D--1066, D-E--1066, E-F--1373, F-G-22 BOT CHORD B-H-1 192, F-H-1 192 WEBS C-H--360, D-H-721, E-H--360 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL-6.0psf; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1 .33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 212 lb uplift at joint B and 212 lb uplift at joint F. 4) Truss shall be fabricated per ANSIfrPI 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. 40 4114.' M Inc., Burlington, NC 27215, JJobr-Reference I ek Industries, Inc J-9-0-+— 91- 1-4 9-0-0 11-0-0 13-0-12 20-0-0 21-0-0 ilk!] a ROM 2-0-12 2-0-0 2-0-12 U4 = 5x4 = 6-11-4 3x5 =' • - 3X5 - IMIIIIIIIIIIII LOADING (pst) SPACING 2-0-0 CSI DEFL in loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.08 B-K 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0,48 Vert(TL) 0.23 8-K 993 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.03 G n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl ® 240 Weight: 86 lb BRACING TOP CHORD Sheathed or 4-11-14 oc purlins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIOA",,' 13-90(load case 4) Max UpliftG--204(load case 5), B--204(load case FORCES (11h) - First Load Case Only TOP CHORD A-B-22, B-C--1377, C-D--1128, D-E--995, E-F--1128, F-G--1377, G-H-22 BOT CHORD B-K-1195,J-K-995,1-J-995,G-1-1195 WEBS D-K-392, E-1-392, C-K--345, F-1-345 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; 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 204 lb uplift at joint G and 204 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 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 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, w. 1111 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53907224! Contractor/Job: 1562 A RF Date Req:04/30/2003 Draw No:53907228T2A EM 53907228 1 T2B I COMMON-41 Inc,, Bur 171111101 Job 25:29 2= Page 1 1-0-0 6-11-4 3-0-12 3-0-12 6-11-4 Scale - I 5x4 = 30 = - 3X5 = RMW 10-0-0 Plate Offsets TX _1q., 0 -4 - 0x0 --379] LOADING (psf) SPACING 2-0-0 CS11 DEFL in loc) I/defl TCLL 20.0 Plates Increase 1.25 TC 0,43 Vert(LL) 0.10 F-G 999 TCDL 10.0 Lumber Increase 1,25 BC 0,65 Vert(TL) 0.29 F-G 810 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0,03 IF n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/def I - 240 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-864/0-8-0, F-778/Mechanical Max Herz B-1 05(load case 4) Max UpliftB--213 (load case 4), F--145(load case 5) FORCES (lb) - First Load Case Only TOPCHORD A-B-22,8-C--1400,C-D--1093,D-E--1096,E-F--1406 BOTCHORD B-G-1217,F-G-1244 WEBS C-13-360, D-G-753, E-G--397 10-0-0 PLATES GRIP TL20 245/193 Weight: 82 lb BRACING TOP CHORD Sheathed or 4-10-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (4.5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; I I Omph; h-1 5ft; TCDL-6,0psf; BCDL-6.0psf ; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1 .60 plate grip DOL-1,33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint B and 145 lb uplift at joint F, 4) Truss shall be fabricated per ANSIiTPl 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 2xI3 So.Pine or larger BC of one or more ply girder truss with Simpson LUS26 or eq, Follow Simpson instructions for installation. C, Ln C\'I P1 DUAL RIDGE GABLE Re ferenqp qp iqrjal) r6du 66jnc,, --Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 10:25:30 2003 Page I I 1 0-0-0 1-0-0 10-0-0 7-0-0 7-2-5 4-4-6 5-5-5 1-0-0 Scaie - 1:5T-, 3X8 - 316 'W 3.65 2X3 11 5x7 - R Q P AK exo 11 de" I 1 0 ?XD 11 ZXD 11 6.7 = 5X8 = 5X8 = fiX6 -- 20-0-0 6-5-12 7-6-4 Plaid b :0-4-0 0 0-3-8.0-2-111 LOADING (psf) SPACING 2-0-0 GSI DEFL in loc) I/clefi PLATES GRIP TCLL 20,0 Plates Increase 1.25 TC 0.99 Vert(I-L) -0.21 O-P >999 TL20 245/193 TCDL 10,0 Lumber Increase 1.25 BC 0,59 Vert(TL) -0A1 O-P >964 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(TL) 0,08 M n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC ILL Min I/defl - 240 Weight: 252 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 *Except* TOP CHORD Sheathed or 2-10-11 oc purlins. T2 2 X 4 SYP NoA, T2 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied or 9-10-10 oc bracing. BOT CHORD 2 X 6 SYP No,2 WEBS 1 Row at midpt D-S WEBS 2 X 4 SYP No,3 *Except* JOINTS I Brace at Jt(s): S W1 2 X 4 SYP No.2 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) B-1606/0-8-0,M-1691/0-8-0 Max Horz B-1 65(load case 4) Max UpliftB--345(load case 4), M--377(load case 5) I FORCES (lb) - First Load Case Only TOP CHORD A-B-26, B-C--3307, C-D--3008, D-E--2676, E-F--2655, F-G--2501, G-H-823, H-1-768, I-J--2395, J-K--2690, K-L--3369, L-M--3556, M-N-26 BOT CHORD B-R-2978, Q-R-1715, P-Q-1715, P-AK-2898, O-AK-2898, M-0-3201 WEBS D-W--337, V-W--363, U-V--251, T-U-513, ST-753, P-S-869, I-S-246, G-T-625, D-R--138, C-R--270, R-U-1 119, F-V-292, E-W--68, J-P-484, K-P--655, K-0-356, L-0-183, G-1-3265 NOTES (7) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft-, TCDL-6.Opsf -. BCDL-6.Opst; occupancy category 11; exposure 8; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1 .60 plate grip DOL-1,31 3) Truss designed for wind loads in the plane of the truss only. 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 345 lb uplift at joint 8 and 377 lb uplift at joint M. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 470.01b down and 120,51b up at 20-0-0 on bottom 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 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, 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: A-H--60.0, H-N--60.0, B-M--20.0 Concentrated Loads (lb) Vert: AK--470,0 tfl 41 CD co Do V) Cl) (f) U) cl) U) cTC371s7 71c3713 c S-, B 0 C 3711% n CS-M 6 HG1 SD1 S"D2 SD3 SD4 SD5 SD6 Tl Tl Tl Tl C I li Tl C Tl TT 1 T 1 TlA TlA TlG TT3G3G C14N T2 T2A C HG2 CS)7AI Cac'\ JS7A CS7B C"c\)7(' 7C C ITEMS LEGEND TYPE T OESCql—PTION I r- HUS 28 MEDIUM DUTY -ROOF Q 0 0 CUSTOMER NAME: Ali 0x Z CENTEX HOMES NOTES: THIS DRAWING IS THE PERTY OF APROORLANDOUNIVERSAL / SHOFFENER L_LC. AND IS NOT TO BE Q)z Cl wo PROJECT: 7562 ELEVATION USED FOR ANY PURPOSE DETRIMENTAL TO THE INTERESTES OF UNIVERSAL / SHOFFNER L.L.C. A ROOF THIS DRAWING MUST BE USED IN CONJUNCTION rn E0AT:4J SCALE: N.T.S.N. T. EEQ WITH ALL OTHER TECHNICAL. DRAWINGS SUPPLIED By SHOFFENER INDUSTRIES, INC. AND 'BRACING WOOD TRUllEl: COMMENTARY AND RECOMMENDA- TIONS' AS PUBLISHED BY THE TRUSS PLATEQUALITYPRODUCTSFORQUALITYBUILDERSS INSTITUTE FOR INDUSTRY STANDARDS IN ERECTING REVISION: R_EVISIOW___:: TRUSSES LOCATED AT 583 D'ONOF110 DR. DATE: B Y:: SUITE ON M ,71 926O(L),'S DATE: BY: ] ( 608) 833-5900 1 UNIVERSAL FOREST PRODUCTS SHOHNUR, LLC, 5631 S. NC 62 PHONE (800) 476-9356 BURUNGTON, NO 27215 FAX (336) 226-9403 19 1-0TY —fl) WAS (2) 5OR Ml,:K T014X wppoRr v D urx -1 L`0111 LISTED r.4K r-CV453t .060' 2. 0CK PVV /2-,2 t &0.Y' Refl. rp. 6n."Xm aCT. S"Sj W-K V.Lxm "A mx. r LM TOP WCKCI REPORT 9 6 0 6 C 76 wrmx (1,(, Two 4-5 m ON OOTMU SECr, O"K _&m Ncff sicn, . cm) 3,11W Mc. wy% W LZ Qk 11 cu. QC"S TO PRaNT rp—c U, ncajw= w Winn y so 004 x GARS cQ4Tw4 ON Ours" SLW cx To 370P WCVLD"4 Sy DOCA -M-W (TO SUIT) qC1 20 GA kcamsOAAx-O" O"ST of "s sicnw K SM" KRZOW& u K DO MOT TKOWU L0 4 raLcw ME s ULY, MU W Sr%ZU, 'Loo' 20 G, GKv. T= *MR. ru to Slct LIM KrA00 1&4'44 pm Nw SCREW *74 w SKuI co"r,01 so" m urc 2 T o-w Put hucxcT. DµvvrtZ'N 0" S.. Wshms yrrH ( Z'sep ROLLER) TO 's E ILI ONTO y STTtL T g FAST104W to PAYi Az0C001APP%XO TO eON 12 U CILY STM TOP C.O.00 %'WR pcovou5013ofMEL $"" 0119 WO, L9 0 MTN N-S. A-cKn N.Y cowcqwjm 2 0, clky, MX6 sw ;'tTX TO ucs aAA':XcT (Sur W AMVAED) rw TTZWNTMru Et SK(cr WAC.) Tw'. HOT w7m w ack'T . KUT 110 L'p JOWS. OV7S= alto rxwv 21 04 NO 06k W47t 4RT STU, I4 aKL MZL pc STM (No PUZ wmx w-rmw, p C. 4,0F4TKfz TO VL FLOPt, P.E. 1406 SrALS W/f.) 1, ASPX rxz I L. PQKrw twzu-A m t2=2 1 7 me" IT— -W , ( SW -24 5 PSFaWAD 29 U a V. V cc, T"IV4 SCAM. W. ON rv4mA cz.4ms 0ES[GN O S: +24.0 PSF YUZ'stR01OTK N XS4 O'TMC W, SIOC T'Pc 5,2PW vase a TEST LCAOS: +36.0 PSF' k -37.0 PSF Pi-ou Of D%& KCORO FCA TMC VA-01K O-OVP I' TA" , I Q-ws SLIOC 8w *N CUKRID"T wj4DN4 cow MR rAc Lao4s LX= TWO U-Ws m A MM N - w LOO( V'"As OA-vic, emou scC714-1 ON mtr Z12 *V.08&.4IDE.4LW*V-S.R Amc w I." OK SW1.4 OUT-- 70LZPANCES7- nni vLr TAFPV4 Sc" LOCX PV SrtLL LO;AnOk T, Of 00w, OESCRIPTION W 00 t'015 mooEf 6R5T W4 16-0 x 8-0: 24/-ZC5 DESfCS LOAZ 0 CIA'y =a Dorrom BA14KC. ORAWN BY: Bwm JGATE; 4./16/001 SCALE: NT$ DWG' s-/00 SHEET I OF I SIZE J—) CHECKCO BY: Y0A7714taWK (2) al 43/6- &Xtc CTAL Scu-S, 1mird 'Vqi. kill. j I 0=3;0#S ARE W WZ 4Z41 REV, Nc. 1 4S, '.MzoLlt MLES Pon 16, -ISC ooaR Tcc- C-t4c 60P . 4 0E 4OZKQ< 400K x" I I I 111 "ill 111"k 'k 1111 f I 'k 20 Ct WK M S%CS n7,ACKOTO DOOR SKSN N P.Tvq TOO-L BoTrow * =- MR1 B m w l Dime 5 ys tem CFctC'N PRESSURE RA-1WG r i DFSI •NA jON: The ma-T u -Sw'ng Door Wood " o 3" VAXt6' O.C. Since Positive 67,0 PSF Negative 67.0 F'SF V42 dtf6; 2eZFP_A <N-L7NINA[ aaL Single up to 5 4 x 8'0 w/wo side+'': s = t+ b( e up to 8'4 x B'0 w/wo id '.er Single with Sidetites Pasiflve 60,0 PSF Negative 60.0 PSF 4} ou'Fe w wo Sidetites Positive 47,0 PSF Negative 470 PSF O c r K M c !''rNt7rYJRs'IOuc. O CCx, Ox, x0, OM XX. OxxO Cy r- FYru rs'sr t Old Ths hood and sidd jambs ors Cngerfoint pine - d 2 O meas,, nhq a min, 4-9116' rith a ;/2' rabbeted atop. a `} Y .. ^., 3/, 6' TAPCCN LLut f8. O.C. t/2" DRYWALL O O TYPE ANCHOR J. O 5 O 3/ 16' 7APCorB f x 1 FERR?AfC Q T TYPE - 1 2" DRMALL \... ry 4 a gg WASONRf LSJ7FL 4 q Ix BUCK - r' 9 ( O ZX BUCK as t 2 Y { N Y t ( 4 1 Vl X CD S/ W 7APCON ' `OJV t 4 T' o n c5e. rwt. 1, s C c r5 PPSf ® Y CONCRETE >, CAD q A(AiOMRY BLOCK MEAtl .YWS - o r,' l w ip zx SUB -SUCK Y Y To Ix SUB -BUCK r. Y' p ,/ z' wmxncc .3 gl Y, 3/ 76" TAPCON RRTYPE ANCHOR2 EvcK - , x 1 ?tK grtG y ELCO TAPCON Of' ECLAL z 235 C8. SMf}R iaATiPJC}(A0 vf% t ei - t •_ E `+ fK g Z U z TYPTd* TAPC'ON ANCHOR,.'" II D. F Q SH14 SPACE 4. - fRttC4 5tfyE Jw+9 j smKl '. _ Y , 70 7X SUB-BU -BUCK8 t 3.684.363 s tom t. This system has been evaivatod for use in locotions a,dhorrnq to the Florida Buitdinq Code DAM e/3/02 SIDE JarB and wr.— pressure requirements os dotemined by ASCE 7 Whimum Design toads for Buitdinq, TO 2x SUB -BUCK r rya, t SCALE: N.T.S. and Other Structures do not exceed the design pressure rotings listed herein. DWG. BY: w-LN. 2 For instatiotiona There the sub -buck is Pass thou 7-112' (FBC section 1707.4,4 Anchorage Idethods CXK. gY; PW. and sub -sections 7707.4.4.1 and t707.4,4.2) Tapcon typo concrete anchors must be used and the mAwllc Nos length must be such that a minimum 1-114" engags nent of the Tcpcon into the masonry waif is obtained. T- 0220i sa+ cez or yorl DESIGK 7ON: Thermro-Tnr out -Swing boar WoW Frames System PRESSUREEnSC: J tux ie" 0-C. iing{e Positive 67.0 PSF Negative 67,0 PiF r > t„d'itkEtA! tyv£'t NOkItNAL 52E StrgN up to 54 s 6'O w/wa sidaftax h r Docrbpe up to 6'4 x 6'D w/wo a1dm11tes ' .e , Singfe with SideErtcs Positive 60.0 PSF Negative 60.0 Py'i' ir«PrF ONFi .rPAT10Ns' X, OX, Xc, OXO, XX. OXXO 7ouble w/wo Sidetites Positive 47.0 PSF Negative 47.0 PSF R Gctt 'R4 DESC'Rin0N; The head and side jambs ore frngarjoint pine O Q h meosu6ng a min, 4-9/15" with a 7/2' robDeted stop. C UASONRY LINTEL 3/16" TAPCON I x l HRRING q W^ TYPE ANCHOR J° itAx 18" O.C. i D,irvAt ¢ t/A$ONRY LtNTE1 1 x 2 FIRRING . T to DRYWALL r, ° 7/ 3/i6` NC40R y i TYPE AhCNCR IX BUC< 3/ p 6" TAPCON a ! n TY?E ANCHOR y r .25' 4AX. r `''. SHU4 SPACE o 3/16° TAACt7N 2.23' 3."•' ` E u rmi T7PE ANCHOR rw lvoS IE HEAD JAM$ r++ q2 T.75`i`z_ kkk ¢( y F0 iX SU8-BULK ' y - 2. e' n HEAD JA.VB o CONCRETE bf/iONRY BLOCk SUB-BUCX m s u_ J SHrFi i q s5'"4 per. ( to EyB, 3/16" TAPCON # '< T'YFE ANCHOR ° t. Y ELCO TAPCON OR E04JAL - 3/7 6' TAPCON '1 Ll i3' MtN, Z ( 235 L6. sHE.tic FATNG) TYPE ANCHOR " CSb r .26' wiY. a t Z SHW SPACE . I O7ton ' k U U7 fD E 4 2-1/2.. c- PFH : c_yNrc FlaRavG o x x DRtwAtl YERTTCAL SXX 'AWS tX BUCK i IU LwwCFi a .rN RIOQ !y bWSUi7N175, INC 2 FTRRING t. This syspem'hos been sYatuated Oar use in tocr'tionx odherrnq po the Florida 8uitding Coda E 813.684.3835 15" WN. r and whore pressure requirements as determined by ASCE 7 Minimum Design Loods far Buildings C-SINK DRYWrLL DATE: 4/3/02 2X BUCK dnd Other Structures do not ezcaed the design pressure ratings fisted herein. SrOE JW$ SCALE: N, T,S. TO 2X SUB -BUCK 2. For rrxstatk7tidns w#era the sub -buck Es feu fhcn i-t/2' (FBC section 1767,4,4 Anchorage McU+ods DWG_ BY: W. N- and sub-sactlons 1707.4.4_i and t707,4.4.2) Tapcon type concrete anchors must be used old the ChK SY. RW length must be such thot a minimum t-1/4engagement of the Topton into the mosomy wC4 is obtoieed. DAWNG No. 3. When usinq c tX rub -buck o 6-9/16` jamb is required to cite. for min, edge spoc;ng for 7opcon type anchors T- 02203 ICU S1K 1 f 1. } t• .. YODEL DESIGNA770ti Tborma—Tru to —Swing / Oct —Swing Door Wood rhOMOS System gA JMLJA4 OVE56LL NQMltj&- SIZ Single up to 5'4 x 6'0 ,,Iwo side,lites, Double up to 8'4 x 8'0 w/wo sideRes X, ox, X0, OX0, XX' OXX(j rFNFPAJ t)FSC-EIaMIq' The hood end side iambs Pro rIngerjoint Pin* measuring a min. 4-9116' with c t/2' rabbeted stop. DOUBLE: 2X HEADER 2. HEIzet ZX STUD 2X LACK STUD pm ws 1 2 PFH WS 4'"11 X Sw&4 SPACE t.t ZWE. C, z el W QE7SIGN PRESSURE RA71NG, Single Positive 67.0 PSF Negative 67.0 PS,' Single with Sidetites Positive 60.0 PSF Negative 60.0 PSF Double w1wo Sidelites Positive 47.0 PSF Negative 47.0 PSF This system nos been evaluated for use in locations adhering to the Florida Building Code, end where pressure requirement3 as determined by ASCE 7 Minimum Design Loads for Suildil;s one other Structures do not exceed the design pressure rotings Listed herein, cc gon M CZL! io CO C 1: m In IRz z C LU Ln LIJt'l 0 CS VI 0Cr-Ii C) CCZ or 0 Lh OATE- 1 4/3/02_ SC. LL N.T.S. 22tc, BY: WwL-h CtK, Ft R.W. Dp. kW94 xo T- 022C2 ss es , x 7 THERMAoTRUSI I CL&SSJ`C`/*SW0I AMES, GENERAL NO 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR m"I-DADE COUNTY 2, WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, 3, PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EAdBEOMENT To BASE MATERI SHALL BE BEYOND WALL DRESSING OR STUCCO 4, DESIGNED PRESSURE RATING SEE TABLE PAGE 1, 5. THIS PRODUCT DOES NOT MEET THE WATER PEOUfREMENTS FOR MLAMI-DADE COUNTY- 6. WLAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE RZQLfELED FOR 22EIJIONLY. 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. INSULA to all Face sheets F',bergloss cvg, min, yield strength Fy(min,)- 6,000 P-1i SmoofhStcr 0. 070' minimum skin thickness Fib ,Classic O. I 10- minimum skin thickness L2[a_ df1igr1; Polyurethane foam core, withl,g lbs. density by BASF. Fp# ne( skin is constructed from c f0.070' thk, st?"t moving compound imi,,,jor Povjiy is filted with 1-9 tbs. density WF polyurethane foam. The porq face sheets are glued to the wood stiles andLulls. Tht LA latch eite s minforced with a wood lack block measurin 2.375x14-0 long at Me stake and deadboh l000tiom The hinge Pine and the top crkI ba"cwh roll am of a st;Ie isrogerJointedwoodcompositematerial. In the double door opp5m6on the inactive door a fitted with an 00judol aluminum ostrogC4 (Wi,-4 Jorr6er 6) of 6063-TS allay. The frame is constructed from rmoer jointed pine. The header is the side with (3) 169v- 1/1' crown x long stopks of each Side, The M/IZZ am secured together ip c saefite opahcotion using 18 x 2* long PFI4 Wood Screws (6) qv,,, per each mullion. The umis use an Inswing Saddle threshaid measuring 5-75' x 1.548' in The sidekle ponels are sondwch glazed two piece FZPV 4 11mnlll' ln 'heyore dry glazed on the exterior with u"178 thik. cellufor glazing (ape (Stik- lf Tape) k caulked with saicone. The Re frames are held a /8 x112tangpiascrew. 3 7 5' MAX, OVERALL WIDTH 36' MAX PANEL WIDTH If Z LO z o 71\ n Z SINGLE INSWING UN 74,5' MAX. OVERALL FRAME WIDTH- 36.625' MAX. PANEL WIDTH ZASTRAGAL Li o UNIT 22WLL_ ASWfNG UNIT k:±) DESIGN PRESSURE RATING W TER INFN T RE 6UNOT NEEDED 0 PS, 6 0 'S 0 RE 67O PSF WH Rc WATER INFILTRATION UNIT TYPE RE" 19EMENT S NOT NEEDED IN 'F SINGLEDOUBLE + 55. 0 PSF - 55.O PSF FRUL t. U L + 55,0 PSF - 55.0 PSF WITH 1055- MAX. OVERALL I`KAMt Vyiufn 36,625' MAX PANEL WIDTH W/ A5TRACAL 7llla lit-1- 15. 5" MAX. FRAME WIDTH 73. 75- MAX. WIDTH 7,125' MAX. D.L.O. WIDTH ALL MODELS 68, 5' MAX. OVERALL WIDTH 155" MAX, ARE VIEWED 36' MAX. I'll FRAME WIDTHb -IFL'i FROM INTERIOR PANELWIDTHT13.75' MAX. nI WIDTH I fiEnD 2 ma 4 ftk 7, 125' MAX. D.L. O. WIDTH Z 0 O co OD LnJ Ld 0LJ , rr -- s 0CILW CL 19 513. 654.3531 z Li Q1 cc 15 _ ® Cy 00 13 7 7 ® z C7 r-t 13 t7 20 0 Ld C: W 20 i 0:3a00 w = 29 r, of = i L,, X 0 42 W cb C ZY- Z oa0 Z n n 6 d O0 1 p c> 33 Co., 43 mo u D :D 0- 38 0 ;. 0- SEE NOTE I 34 5 SH7. 4 p vx 01 T o i 41 r v z i SEE NOTE o a U) SHT. 4 ` In < caIw o 4 5' MIM a vat i a' D . 610w =, 1 GLASS THK. pi 0 Q c ox IN Rf ExTFR10R INT RlOR CL W h -' `XT ftl iz o. O o Q 25 XC7 C f < RZ 168' MIN- jp o FOAM GASKET &PANEL THK, Ik00SILICONE CAP BEAD p noO Op6a1.68' MIN. p11 '- D . - PANEL THK. o ° '- D.4240i11519 fZt3SEENOTEZ f4 5 SHT. 4 ci 14 Z,m m °' o w 29 cv ' f c`w i , I l%euftrnxc YNSULTkNTS, IWC 08 10/01 scue: 1/2" = 1." Till e e ° crec BY: RW if t P c c rT'; N 2 SfD£UTE PANEL' L'k;. ' ti o + - S-2151 2 DOOR PANEL sa,ecr 2 or 8 24 SEE NOTE 2 XT RIOR 8 7 0 W5 b- CC SHT• 4 O CO 27 O 43d6Lp2 INACTIVE ACTEVE Q: Z O , Lr) ge5J LL OL}6 h. Y 3 30 ZASTRAGAL RETAINER 31 BOOT 8.0* LG. TOP 22BOTTOM (2) BOLTS INTERIOR z z AT TOP & (Z) AT BOTTOM SEE NOTE 6 3 n 16 SHT. 4 FOAM GASKET & y nus z v 43TE SIUCONE CAP BEAD 3 g ASTRAGAL 5ESHTa 4 34 U fl w g p 7 8 43 33 25 0 a vs a 10 m 1.15, wN. Rf R zEUB. m o 6 25- MAX. SHIM FOAM GASKET & o o Q D O 15' WIN • C—SINK SILICONE CAP BEAD w- o z v C SEE NOTE 43 SHT. 4 34 o N R! Rl Y z Y 36 u U 5 33 25 Z 4 cow 41 1 6 25 9 10 28 D ¢ a SEE NOTE € R c 37 SHT. 4 13 Z SEE NOTE 7 SHT. 4 0 O 2 H Rt ON7 CR S C71 N a a HfNGE JAMB TO SIDEUTE z us wHc D Y Z VV ONSUlTAM4S. IHC 613.664,3837 36 29 47 r\ y n f'1''t'T, Uil, 1J1i '1 io,t c acre 08 €0/01 T }ttiili jLfff&C" f 6 f7 _ 35 SE NOTE i SHT, 4 L jt?'=l•'<1 `.J tSJ j..li:' 1 N g owc e : TJH ate. er: RW 3 NTA R 7 N.: i 5-2t51 0 SfDELITE TO BUCK 1, 15 MIN. a' EMBED, WIN. C-SINK 7 13 3 25* X. 21 31 S'HfW SPACE LNTE PIR TOEIIJCK NOTES: I. SPACING FOR ITEM NO, 41 (LITE FROWE SCREWS) IS AS FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES; 5.5" 16.5', 27.5®. 3&375-, 49.375- & 60.3757. HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND 8070M AT 2. 125 IN FROM EACH CORNER, 2. SPACING FOR ITEM NO. 27 (18 x I' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR Is AS FOLLOWS: FROM THE TOP DOWN 17. 3, 5, 18,25, 40 , 5, 59.25, 74.25', 76.25' & 78.25' 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 16Gk x 1/2® CROWN x 2' STAPLES AT BOTH SIDE, 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAM6S WITH 2) 76Gk x T/2' CROWN x 2.5' STAPLES AT BOTH SIDE. 5, THE SIDELITE IS DfRECT SET INTO THE JAMB WITH (12) ITEM NO. 43 (J8 x 2' PFH. WOOD SCREW)• THERE ARE (4) AT EACH VERTICAL JAMB, FROM THE Top DOWN AT 13,5', - IN31-, 48.5- 66-. THERE ARE . (2) AT THE HEADER AT 4 FROM THE OUTSIDE CORNERS OF THE FRAME- THERE ARE 2) AT THE SILL, 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR ITEMSCREW) SECURINGTHEMULLIONSTOGETHER ;s THE SAME AS THE PERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (d) MORE SPACED AT 13.7 - 0 C 7, WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE ITEM NO. 12 (J70 x 2' SCREW) WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELrFE AT THE MULLION USE ITEM NO, 37 (110 - 1 314- SCREW). o Z 15' MIN. EMBED. MIN. C-SINK 100 a L CL Ka) HINGE JAMB TO BUCK, FOAM GASKET & SILICONE CAP BEAD SEE NOTE 5 SHT. 4 IZj Z 41 SEE NOTE I SHT. 4 SEE NOTE 6 SHT, 4 3 HORI NT RO I NTI'D -!C (Al STRIKE IAA 1113TO TT' 7 7 T 771-1 Ll 12SEE NOTE 7 SHT. 4 25' MAX. SHIM SPACE Z O L" V X?= In Lj0,0sn. cl 02: o 112' = I eyl TJH Rw Z-;o— S-2151 4 v 8 a' EMBED, WIN. C-SINK 7 13 3 25* X. 21 31 S'HfW SPACE LNTE PIR TOEIIJCK NOTES: I. SPACING FOR ITEM NO, 41 (LITE FROWE SCREWS) IS AS FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES; 5.5" 16.5', 27.5®. 3&375-, 49.375- & 60.3757. HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND 8070M AT 2. 125 IN FROM EACH CORNER, 2. SPACING FOR ITEM NO. 27 (18 x I' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR Is AS FOLLOWS: FROM THE TOP DOWN 17. 3, 5, 18,25, 40 , 5, 59.25, 74.25', 76.25' & 78.25' 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 16Gk x 1/2® CROWN x 2' STAPLES AT BOTH SIDE, 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAM6S WITH 2) 76Gk x T/2' CROWN x 2.5' STAPLES AT BOTH SIDE. 5, THE SIDELITE IS DfRECT SET INTO THE JAMB WITH (12) ITEM NO. 43 (J8 x 2' PFH. WOOD SCREW)• THERE ARE (4) AT EACH VERTICAL JAMB, FROM THE Top DOWN AT 13,5', - IN31-, 48.5- 66-. THERE ARE . (2) AT THE HEADER AT 4 FROM THE OUTSIDE CORNERS OF THE FRAME- THERE ARE 2) AT THE SILL, 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR ITEMSCREW) SECURINGTHEMULLIONSTOGETHER ;s THE SAME AS THE PERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (d) MORE SPACED AT 13.7 - 0 C 7, WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE ITEM NO. 12 (J70 x 2' SCREW) WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELrFE AT THE MULLION USE ITEM NO, 37 (110 - 1 314- SCREW). o Z 15' MIN. EMBED. MIN. C-SINK 100 a L CL Ka) HINGE JAMB TO BUCK, FOAM GASKET & SILICONE CAP BEAD SEE NOTE 5 SHT. 4 IZj Z 41 SEE NOTE I SHT. 4 SEE NOTE 6 SHT, 4 3 HORI NT RO I NTI'D -!C (Al STRIKE IAA 1113TO TT' 7 7 T 771-1 Ll 12SEE NOTE 7 SHT. 4 25' MAX. SHIM SPACE Z O L" V X?= In Lj0,0sn. cl 02: o 112' = I eyl TJH Rw Z-;o— S-2151 4 v 8 SEE NOTE 3 SHT. 4 SEE DETAIL 'F* SHT. 5 5 3' 3. 3' 3_ 3 3 T P 7YP. 7 TYR, TYR. SEE DETAIL SEE NOTE F' SHT.' SEE DETAIL 6 SHT. 4 E"' SHT' 5 TYR. SEE DETAIL SEE NOTE/ G - SHT. 5 6 SYT 4 Typ. L 0Z LJ coco ICLM LL Ln o SEE NOTE M Lu 3 SHT.. t :D CDcc mul 00 Cl- r013Lo (D) 6 u TYR. 4 Ln 7- SEE DETAIL 93 SEE NOTE H* SHT. 5 4 SHT. 4TYR. SEE DETAIL C, Typ.— G' SHT. 5 1414a TYP, 4 NTY,Pf (3TYP. is If Ty"P. 3 3' 6 3 .3' 6 6 EEg — E&TRAL FLORMA B-O-A-Fp pouaLER W I 7 MANUFACTuRM NAMES I/- C-., 7 r MASTER -'er'lLE,,A A 0,357' BOLT DEEP ENOUGH FOR A 2" 13 BOLT THROW 72 70 13 10 F' ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL STRIKE PLATE To FRAME AT THE THRESHOLD SHOWN DETAIL SHT. 5 TYR. SEE NOTE 4 SHT- 4 g z zc F p -- VLTANT, 011- 813.584.MZII DOE. 0811 PZO I- nL N.T.S. owc. ar, TJH w- w RW S-2151 sir 5 of 8 to I CENT-1,RAl Lr ID-L T 07 T-, -,7uE R NAMEIR SEE DETAIL r7-W MAS FME 3' cc 6' 3- 3. 3 3 P SEE NOTE TYR, 3 SHT. 4 SEE NOTE SEE NOTE TYR. SEE DETAIL 3 SHT. 4 6 SHT. 4 F' sHT. 5 o Typ. SEE DETAIL CL G' SHT. 5 SEE DETAIL SEE DETAIL SEE DETAIL TYF. 'E' SHT, 5 E' SHT. 5 'H" SHT. 5 Typ. TYP, j- SEE DETAIL -K' 14SEK Typ. -mt— E NOTE 'G' SHT. 5 14 7 4 4 SHT. 4 TYR. 14 TYR. Typ. j3 SEE NOTE 3- 14 4 SHT, 4 6' -- ZV6 5- 6 TYR not rRr E DOOR SINGLE DOOR [TES 453' CLASS BITE 1—. 463' GLASS BITE 7/ 8- TEMPERED 25GLASS 25' AIR SPACE 1/ 8- TEMPERED lbffER GLASS 6 36 41 SE NOTE 7 25' STEEL INTERCEPT SHT, 4 SPACER INSULATED T±'L TCM LITE FRAME QLAL INL-QZ&tL 25 118- TEMPERED 40 GLASS L 25' AIR SPACE O ' 7 z 1/8- TEMPERED GLASS INTERIOR 36 z z 41 SEE NOTE i SHT, 4 25" STEEL INTERCEPT SPACER INULA FD GLASS W/ INN T, 05/ 1 yo I kLL. Nl.S. c. 91. TJH BY, RW W* lc S- 2157 NT, 4.563' T 20 21 WOOD FRAME 2 3 FINGER JOINTED PONDEROSA PINE I q2' 734' 9 9 28 097' 4 x 4 ffl 1.531 51DELITE TOP dC EQF-Q_M--RA-1 FINGER JOINTED PONDEROSA PNE EXTRUDED a7Y7 F(-- z.r41` T tb BOTTOM aQQ 0,09' EXTRUDED VINYL WALL w rn TTI SS. BOTTOM PAIL WOOD composirE o T— ¢-- i,53 I (DELTOE! EAi wOOD COMPOSITE it%ll 1:1 ELLIE # 1.077- 1. M5,31 c nC1 RE RI A"k' qlr)F STt( F FINGER JOINTED PONDEROSA PINE JZ 71 1.531 EC iAlCtf SIDE SULECOMPOSITE TCM nERMA-TRU'a POL2EQPLLLLE) PLASDC LIP LITE FRAM 34 EXTRULED. rCM 5. 75' 153 1 FC EQ72M MLA 60,AISTIN-C WOOD COMPOSITE MwfNLjmL4y L 015' WALL ALUM 08Q- THK. WALL VINYL TYP, I I 2. 375" 9 ILD9 CONSVLTANTB, " 813. 684.3831 T- sc- s' N. T. S TJH T CHK.RW WEZ 30 S-2151 WOOd LOCK BLOCK FINGER JOINTED PONDEROSA PINE sncF-L --,8 38 S5, TOP RAIL WOOD COMPOSITE Z 579" 31.cl co6 col 3 Lj it ZE 00 179' 00 ON R V4 P SfON F BY THERMA-TRU sa, WOOD-tSIDET' fpHfTHT W YL JACKET FOAM CELL CORE W/VINYL JACKET FOAM c up CELL UuKt- w YL 31 1 r-- 1.53, - ----- 3 IN DRILL TRU FOR 357' DLk ASTRAGAL DRILL TRU FOR A J8 RETAINER BOLTS PFH. WOOD SCREW 2FLCS WINDJAMBER If WR68T STRIKE PLATE ASTRAGAL RL7k YE 1'5% MATERIAL' CIR ASTRAGAL HAS 2) BOL 1. 757. 24 WINDJAMBER Ifn6 STRA L (ALUMINUM 2) BOL mc= JUN-2t-2002 09'52 MILESTONE WINDOWS i07 323 9729 P.02 911721 4077201 South Rosalind AvenueI BoxP.O. Box 2867 Orlando, FL 321802-26,87 836-5760 R F_: Florida Extruders Fenestration MasterFile Update Mr. Plante, This letter updates and clarifies nomenclature regarding buck thicknes mentioned on Florida Extruder Window, Door and Mullion installation drawin contained in the Orange County Fenestration Master -file. Based upon t discussions at the Mid -Florida Horne Builders Association's meeting at their offic on June 19, 2002, this letter was the agreed upon procedure for manufacturers clarify the issue of "IX Buck" thickness nomenclature- used on installation drawing Builders/Installers when pulling permits for Florida Fxtruders windows will have include this letter with the installation details. Florida Fxtruders requests t Orange County Building Division to file this letter against the Masterfile Numbe and Installation Drawings identified on the attached listing. I Based upon a review of the signed and scaled engineering produced by Lild Engineering Company for the methodology used in the development of Flori Extruder's Window, Door and Mullion Installation drawings, the thickness of L buck in non-structural applications (i.e-, buck thickness less than I Ih") do -S n influence the lateral resistance capacity of the concrete screw (i.e. Tapcon Therefore, buck thicknesses less than 1 1/2" are acceptable as non-structur attachments when the window, door or mullion is installed using a 3116' concre screw with a minimum emi•edment on I %'. Concrete Masonry Units should have wall thickness of 1 1/4' and a pre -cast sill's thickness will exceed 1 'A". The drawi" clearly delineate the requirement that a minimum embedment depth of I 'A' mu e Maintained by the in&taller. It is up to, the installer to use the appropriate leng concrete screw so as to maintain the required minimum embedment an I ] b Therefore, for Florida Extruder Ntallialtion drawiings where a non- structural buck is used, norniencilature such as -IX buck by others" or imillar statements shall be construed to mean that a buck thickness of less than 1 1/2- is acceptable. The definition of a non-structural buck is based on Section 1707.4-4.2 of the Florida Building Code. 2540 Jewett Lane, Sanford, FL 32771-1600 * (407) 323-3300 ® Fax (407) 322-3337 1 - __ - - -- - - - - - - - - - - ® 3UN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 AMM6da AW 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. Robert J. Arnoruso, PE you-4W-IL-e(lori x rudqr,li,com Florida PE License No. 49752 Florida Extruders International, Inc_ Certificateof Authorization No. 9235 Cc: t7arl Moore/FEI File PE Sealing Statement: The letter was signed and sealed MIA a"i A rubber stamp seal was also for Orange County Building Division Masterfile scanning. nie.- 2m:Z-LTR-R-1A-00.9 CH 323-3300- Fax(,iZ7-)322-3337 2 2540 Jewett Lane, L 327 Y-1-16. (407- N dry walt cap NOOK w r + 8x Iwcd LIVING 1562sf 4' 40 7' LOW 12xb lwcd D . 12x12 lwcd y 340 s — 150 Ey'tr 7!' 1a. D® 4 12' 3' loath duct x4 I•c an 12x12 rc i w/fof cap 5 8x4 we i `'s 1 10 8x 1r, 5 ILL F Y l4 i Ay i x8 lwcd }} 4iiiL 4° 250 9' r _uxIC r:.g 80 16 lox6 lwcd N)7 1 , 10x1{3 r-.g tRj CL P-M 10, rag 24x18 rag 6Orr im 12x6 Iwcd d 120 j; L a iAU it YAA ii JMI r 2.5 TON '.J/10KW P_240V 1PH 18x10 pten 1/4'r r-Jr ptatfo4wi7 1,1dr . ff ftw4a42X42 A/C SLAB BY BLDR MIN r 2' FROM WALL Efflffl-Pl AN scale .i/8'=1'0' Must have a minimum ctearance of 4 inches around the air handler per the Stag Energy code. AH duct has Gn r=6 insuLation value. z Q o S X OJ z Ll f z 1 s-, LLJ x CY LLJ _1 C-) [l I--- LLJ Co Elz i— I Iz U z Rating zo Li_t z i— < 1 0 o —i c/) Q a_, Q 0 m e ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE WOOD BUCK 17ZSTUCCO BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL jGLAZING BERD H. (TYP.) DOW aEIGHT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. COL. PERIMETER CAULK BY OTHERS CAULK BETWEEN CONCRETE OR WOOD BUCK & MASONRY OPENING MAS'Y_ OPENING BY OTHERS BY OTHERS 1-1/4' MIN. c EMBEDMENT I I INSTALLATION ANCHOR 3/16' DIA. TAPCON Is SHIM AS REQ'D. 1/4' MAX. SEE NDT£S) GLASS TYP.) (SEE NOTES) B.H. BUCK HEIGHT) FLANGE TYPE WINDOV FRAME SILL PRECAST SILL BY OTHERS NOTES SECTION A -A 1) SHIM AS REO'D, AT EACH 114STA.LLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4', D 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063, 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL, 5) USE SILICONIZED ACRYLIC CAULK FOR PERMETER SEAL AROUND W , N , EXTERIOR OF WINDOW FLANGE_ F 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D_ 7) GLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH_ TO PROVIDE MIN. 5/8 IN, EMBEDMENT INTO WOOD BUCK_ 1D) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE HUNGS. ELEVATIOiN RUCK WIDTH) INSTALLATION ANCHOR ONE BY WOOD 3/16' DIA. TAPCON BUCK BY OTHERS -- SHIM AS R£Q'D- 1/4' MAX. RIGID VINYL SEE NOTES) GLAZING BEAD TYP_) GLASS _ TYP,)(SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE WOOD BUCK W.W. WINDOW WIDTH) SECTION B-B W , , m PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK & MAS'Y. OPENING BY OTHERS CONCRETE OR MASONRY OPE14ING BY OTHERS E K G 1 1 1) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #10 SCREWS OF FROM EXTERIORSUFFICIENTLENGTHTOACHIEVE1-3/8- MIN_ EMBEDMENT AT VI EWEuF ALL INSTALLATION FASTENER LOCATIONS. 1-1/4' MIN. EMBEDMENT 1D O tH£RS TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 30psF TO 40PSF 41 psF TO 70PSF 30psF TO 40psF 41 psF TO 70psF 12 18 1/8 X 25 B B F,G F,G 0 13 18 1/8 x 37 3/8 B 8 F,G F,G F,G F,G 14 18 1/8 X 49 5/3 8 8 F.G F,G 145 i8 1/8 x 55 1/4 B 6 F'G F,G 15 18 1/8 X 52 8 B B B F,G F,G,H i 16 18 1/8 x 71 8 8 F,G F,G,J,K 17 18 1 8 X 83 8 F,G F,G 1H2 25 1/2 x 25 B B F,G F,G 1H3 25 1/2 x 37 3/8 8 8 F,G F,G,H,1 1H4 25 1/2 X 49 5/8 B B F,G F,G,H,1 1H45 25 1/2 X 55 1/4 8 B F.G F,G,H,1 1 H5' 25 1/2 X 62 8 8 F,G F.G,H,1 1116 25 1/2 X 71 B F,G,J,K F,G J,K I H7 25 1/2 x 83 B 8 30 1/2 x 26 29 1/2 X 25 6 B B F.G F,G 30 1/2 x 38 3/8 29 1/2 x 37 3/8 8 B F.G F, F .G 30 1/2 x 50 5/8 29 1/2 X 49 5/8 B 8 F,G F,G,H,1 30 1/2 x 56 1/4 29 1/2 X 55 1/4 8 F,G F.G,H.I 30 1/2 x 53 29 1/2 x 62 6 B B G F, F.G,H,1 30 1/2 x 72 29 1/2 X 71 8 8 F,G J,K F,GJ,K 30 1 2 x 84 29 1/2 x 83 8 22 36 X 25 B 8 8 B F,G F,G 23 36 X 37 3/8 B 8 F,G F,G,H,I 24 3e x 49 5/e B B F,G f G,H i 245 36 X 55 1/4 8 B F,G,H,I 25 36 x 62 36 X 71 B B F,G,H,1 26 27 36 X 83 B B F,G,J,K F.G,H,I,J,K 42 x 26 41 X 25 8 B e B 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 B F,G,H,I F,G„Hi 42 x 56 1/4 41 X 55 1/4 B B F,G,H,1 D,E,F,G,H,I 42 x 63 41 X 62 B B F,G,H,1 D,E,F,G,H,1 42 x 72 4 t X 71 41 X 83 B 8 F,G,J.K F,G.NiJ,K 42 x 84 42 x 26 47 x 25 B A,C FG F,G F,G.H,i 43 x 38 3/8 47 x 37 3/8 8 A.0 A,C F,G F.G,H,1 48 x 50 5/8 47 X 49 5/8 B B A,C F,G,H.1 F.0 H,i 48 x 56 1/4 47 X 55 1/4 B A.0 F,G,H,1 D,£.F,G,H,i 48 x 63 47 x 62 47 X 71 B A,C F,G,H i 0,E,F,C.H,I 48x 72 47 X 83 FGJK DEFGHIJK 48 x 84 32 52 1/8 X 25 B A,C F.G F,G F.G.H,1 33 52 1/8 X 37 3/8 8 A,C A,C F,G F,G,H,i F,GH,i 34 52 1/3 X 49 5/8 8 A,C F,G,H,i D.E.F,G.H.i 345 52 1/8 X 55 1/4 B A,C F,G,H,i D.E.F:G.H.1 35 52 1/8 x 62 52 1/8 X 71 8 B A,C F G,H,1 D.E,F,G,Hi 36 52 1/8 x 83 e A.0 F,G,J.K D,E,F,G,J.K,J,K 37 37 SIZE NOT AVAILABLE IN 14Q0 OR 1500 SERIES. FLORITI-M EXTRUDERS SANFORD, FLORIDA TITLE: INSTALLATION DETAIL SGL, HUNG FLANGE W I NDOIJS — SERIES 1000 15i 0 200C DRAWN BY- B B APPROVED BY: PI DATE: 1 fl/ fl 9/ fl i SCALE N T Swc.: L L X fl0 i f1Y_ PRODUCT & APPLICATION ENGINZERING. INC., 250 INTERNATIONAL PKY.. SUITE 2541, HEATHRow. FLORIDA 32746— PHONE 407 805-4365 FAX 407 805-0365 I JAMB Typ MOM S:H JAME VYP i x 2 x i0 TUBE MUlL;'_"GN jAME (TYP:) Q X 1/2 SELF TAPPING SMS F SEALANT BETWEEN z_ x r, TAPPING SMS S QQ T 10 N A — A I X 1, 7 /16 X 1 / 8 TUBE MULL17uN 1 CO2 C, S H. 3AN13 (TYPS I48 x i/2" SLLF TAPP_Nes: S4S SEALANT BEToiEF_iN WINDO\J FLANGES MUT MN 1-1/2 SELF TAPPING S M S 4 X 1/8 TUBE MULLION 2 X 1/2 SELF TAPPING SMS L SEALANT KETwEENINDDWFLAN :S MiLLIDN X i-1/2 SELF TAPPING SMS SECION A, --A i x 2 x 3/8 TUBE MULLIDN 8 X 1/2 SELF TAPPING SMS, T SE-ALA-%T H.T`wZEN' wwow VIAMES M'ULL_i-_,',, X 1-3/2 SELF TAPPING sms j E E MUL L I ON 2 X 4 X 30 T03E MULLID-N t 8 X 1/2 SELF TAPPING SMS JAMB (TYP,) 8 x i-1/2 SELF- x ,, SEALANT PETWEq TAPF_7NCi SMS 11NZi1: Pw FLANGES MULL -,, ON 42 X 1-1/2 SELF TAPPING SMS V; J? Q N X 4 X VS 8 X 1/2 SELF TAFPING VIS SEALNG BETWEEN 4X312V ;- LAINGES L MULA-10*4 8 X i-1/2 SELF TAPPING SMS SE--.-:: T;0-%,', __4,,-- i'F-,) ONE BY 'fl=_ BUCK BY OTHERS 1/ 4' MIK OBEDIENT, 6 X 1/2 SELF TAFFING SMS SEALANT BETV EN t4ULLION Q7,'- TC Nl A —A (7\,, 4 C-3 uo- SELF TAPPING J SMS ', TYP-; VEVEC FFCCkv! EXTEFi0R, DETAIL Q CONCRETE OR MAS,__ NRY BY i7l-THERS w INN STALLATICN ANC- 4CR 3/1 sl TAPOON SCREW ANCHER < TYP. X T E: PNA L MULLION CLIF k_ ml._ uLLj` N TO CONCRETE 5' HEAD i(APPDES TO HEAD & Sl'LL,_'WHERE' 11" X 4 11 ? X 4" TUBE IMULL GNNS AF E USEC) QE T A! L 3, Q INSTALLATION ANCHCRi3M W TAKON j SCRFDW ANCHOR TYF,'i1 A W L LLIF IN N W__ A M1/4' M', 0113FETNTPRECAST SILL By OTHERS L f7-R 4DDTIQNAL i'-INCHQRSi 0_1E now mm —1 FLORIDALOREXTRT T DER is INTERNATIONAL, INC USANFORD, FLORIDAIMLE: SEF& 1000/ 1500 FLANGE 0; 11 E. ET 1 Cl 22 F E SH OTHER SIDE (SHEET2 OF 2) FOR iJE_S!c'_,'-J, PRFSSURE CAPACITIVS, DRAWN BY: H' AXTRCNED BY: TIAT7- T 4 V 1= SERIES 1000 & 1500 FLANGE VERTICAL DESIGN PRESSURE CAPACITIES CAPACITY CITY !CAPACITY 2X4X3/81CAPACITY TO-TIP LITUBE MULL TUBE MULL i TUBE MULL 6 ANCHORS CALL TIP TUBE MULL TUBE MUL ORS 2 ANCHORS 4 SIZE SIZE 2 ANCHORS 11187.72 359.41152.75 1479.33 113581 1423.03 296.98296.9890,09 131.79 1201.4511320 353.5535.70100.17 1765 1431.36266.0022.22 151.91 176.43 53.21 48.62 676 28 231.50 48.91 171.78 14.21 INTERNATIONAL, INC SERIES 1000 & 1500 FLANGE VERTICAL UDERS FORD, FLORIDA Fw-I 2: MULLION DESIGN PRESSURE CAPACITIES OF 2SHEET2 'IN NOTE: A) NUMBER OF ANCHORS NOTED FOR TAFCON VED BY: DRAWN BY: -- APPRO FASTENERS REQUIRED AT EACH END. P(21 SHIM AS RE'O'D INSTALLATION ANCHOR SHEATHING (SEE NOTES) # 8 SCREW BY OTHERS CAULK BETWEEN ll xDOOR FLANGE TWO BY WOOD SHEATHING BY OTHERS n I A I F SHIM SPACE J- STUCCO OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS SLIDING GLASS DOOR FRAME SILL a fl D LIBERALLY APPLY CAULKING UNDER SILL 1-1/8' MIN - EMBEDMENT SLIDING GLASS DOOR FRAME HEAD EMBEDMENT a a 1-1/4' MIN. fl I I OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' DIA. TAPCON SECTION A -A DOOR WIDTH SLIDING GLASS DOOR FRAME JAMB TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS SECTION B-B 4' MAX. SHIM SPACE TWO BY WOOD I-i/8 MIN. /— BY OTHERS EMBEDMENT SLIDING GLASS 1 HOOK STRIP SHIM AS REQ'D. SEE NOTES) INSTALLATION ANCHOR 8 SCREW CAULK'BETWEEN DOOR FLANGE 8 SHEATHING SHEATHING BY OTHERS TEMPERED C STUCCO (TYP.) OR SIDING BY OTHERS EXTERIOR ELE` ATIHN 2 PANEL DOOR SHOWN SLIDING GL..w INTERLOCK INSTALLATION ANCHOR HOOK STRIP DETAIL WOOD RE aULK BETWEEN IOK STRIP & iEATHING 1-1/8- MIN. EMBEDMENT NOTES I) DOOR MATERIAL= ALUMINUM ALLOY 6063_ 2) N9 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN_ EMBEDMENT OF 1-1/8' INTO WOOD, TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN_ EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 3) INSTALLATION ANCHOR CHART ON BACK CIF THIS SHEET. 4) USE SILICON, ZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE & CONFIGURATION TO FINISHED OPENING PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN. 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM F-1300 GLASS CHARTS 9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATIP40 GLASS. 10) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. 11) SHIM AS REG'D. AT EA. SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK TO BE I/4'. 12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS. 13) WHERE 'X' REPRESENTS MOVING PANEL AND 'O' REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET_ 14) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING, HOWEVER INSTALLATION SECTIONS 'A -A', 'B-B' & HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFIGURATIONS. 15) FLORIDA EXTRUDERS ID00 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES. 7 DESCRIPTION HATE INI r--1 r-\ A FL_ U --1 INT. EXTR D RS sANF®RD FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS DRAWN BY: BB APPROVED BY: ATE: 12117101 SCALE: NTS IDWG nrLEX0327 SHT I OF PR'FPARFq B7- PRODUCT L APPLICATION EnGEWEERING. INC._ 250 INTERNATIONAL PKVY_, SUITE 250, HEATHRflv, FLORIDA., 32746, 401-805-4365 FAX 407- 0366 M 8 SCREW INSTALLATION ANCHOR CHART NOMINAL DOOR QUANTITIES IN HEAD SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP SIZE ANDI DOOR SIZE UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF 60 PSF TO 61 PSF- TO 70 PSF CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PS 4 X, X0 48 X 80 6 6 8 8 8 8 1 4 5068 xx, Ox, X0 60 x so CD 6 6 8 8 6)069 xx, Ox, X0 72 X 80 e 88 8 8 8 4 4 8068 xx, ox, xn 96 x 80 10 10 10 8 8 8 4 4 4 10068 xx, OX XO 120 X 80 2 12 6 10 10 10 5 5 51 5080 xx, Ox, xn 60 x 196 6 6 8 10 10 10 5 5 5 6080 xx, Ox, X0 72, X 96 8 a to 10 10 10 10 5 5 5 Soso xx, ax, X0 96 x 96 10 12 12 10 10 10 5 5 5 10080 XX OX, XO 120 X 96 12 6 12 12 12 6 6 6 50100 xx, OX, X0 60 X 120 6 6 8 8 12 12 12 6 6 7 60100 xx, Ox, X0 72 X 120 8 10 12 12 12 6 7 8 Q1100 xx, Ox, X0 96 X 120 0 ------1-0 8 8 4 4 4 9068 OX0 109 1/8 x 20 12 12 12 8 2 4 4 4 12068 OXO 145 1/8 X 60 14, 14 14 2 8 4 4 4 15068 OXO 181 1/6 x 60 16; 1 16 10 10 5 5 5 9080 OX0 1019 1/8 x 96 1 12 12 10 10 10 5 5 5 12080 OXO 145 1/8 X 96 14 14 14 10 10 10 5 5 5 15080 OX0 xO 181 1/8 x i —09 136 16 16 16 12 12 12 5 7 2 9-0100 0 1/8 X 120 12 12 12 12 12 12 5 7 2 120100 OX0 145 1/8 X 120 14 14- 14 8 8 4 4 4 19068 xxx 106 -5/8 x so 12 12 12 e 6 4 4 4 12068 XXX 142 5/8 X' 80 14 14 14 8 4 15068 XXX 178 5/8 X 80 16 16 16 1 A 5 9080 xxx 106 5/8 X 96 12 12 12 1 5 12060 XXX 142 5/8 -X 96 14 14 14 I e 5 15080 xxx 178 5/8 X 96 16 16 12 8 5-0100 xxx 106 5/8 IX 120 12 12 12 12 12 12 6 7 8 120100 xxx 142 5/8 X 120 4 4 4 8 8 8 4 4 4 10068 Oxxo 119 5/e X 80 12 12 12 8 8 4 4 12068 Oxxo 143 5/8 X 80 14 14 14 8 8 8 8 16068 Oxxo 191 5/9 X 20 19 18 le 1 1 10080 OxxO 12 12 12 1 10 10 10 5 5 5 12020 OXXO 143 5/8 14 14 14 5a16080OXXO1915; / 8 96 1 e I R MIN Oxxo 119 5/8 120 12 12 I Cf 12 12 7 9 120100 0xxO 143 5/8 X 120 14 14 14 12 12 12 6 7 160100 OXXO 191 5/8 X 120 18 18 19 4 10068 xxxx T-i 7 1/4 X 12 12 12 18 8 8 441206exxxx1411/4 X 80 14 14 14 16068 xxxx 189 1/4 X 80 16 P, 16 10 10 10080 xxxx 117 1/4 X 96 12 I c I Cf 10 10 10 5 5 5 12080 XXXX 141 1/4 X 96 14 14 14 10 10 to 5 5 5 16080 XXX-X 189 1/4 X 56 16 16 16 12 12 12 5 7 11 100100 XXX x 117 1/4 X 120 12 12 12 12 12 12 5 7 20120100xxxx1411/4 X 120 14 14 14 2 12 12 5 7 160100 xxxx 169 1/4 X 120 16 16 19 1 A ANCHOR NOTES: BUCK USE SAME ANCHOR QUANTITIES — FORMASONRYOPENING \,'/TWO BY WOOD B FLORIDA EXTRUDERS INT. IN, SANFDPD, 'FL. 11- ILE: SLIDING GLASS DOOR INSTALLATION WITH 08 SCREWS EW, INEEk 9 1 —= 1, 2 0-4 9 w P"- I WONDRN BB IIAIE, 12/21/01_ DISCIPLINE: CIVIL SCALE N.T.S. DvG. N&' FLExU027 FL- REG- N13- 47182- REV. LETTER- St-E E T, 2 OF 2 sa i g onquomflWwn i. DO NOT SCALE THESE DRAWINGS: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING AORK. 2, ON-51TE VERIFICATION OF ALL DIMENSIONS AND CONDiTION5 SHALL BE THE RESPONSIBILITY' OF THE 51)5-CONTRACTOR5. EACH SUB -CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY D15CREPANCY OR OTHER OUESTIONS FERTAINING TO THE DRANINS5 AND/OR SPECIFICATIONS. 3. IT 15 THE INTENT THAT THESE D WiNG5 SE IN CONFORMANCE WITH THE 2001 FLORIDA BUILDING CODE, AND ALL APFLICABLE LOCAL, CITY, COUNTY, STATE AND FEDERAL CODES, O INANCE5, LAWS, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING THE 51TE OF WORK. PERFORM ALL NCRK NECESSARY, INDICATED, REA50NADLY INFERR'E17 OR OF 119ORK- 5. ALL 54"X22" AND 56"X24" PLANS ARE DRAWN TO SCALE 1/4" = EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/5" _ !'-0". ALL I7X11 PLANS ARE DRANN TO THE SCALE 1/5" = I'-O", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/I6" = 1'-0". 0,H, CAA /4C E DR. WIND LOAD& BASIC WIND &FEED = `30 1"1.F.N. (FASTEST MILE) 110 M,F. I_ t3 SECOND GUST) WIND EXPOSURE CATEC-;OF-Y = B AFFLICABLE INTERNAL PRESSURE COEFFICIENT ± 0.18 INCLUDED IN DESIGN WIND LOAD) DESIGN WIND LOADS - WALLS = +22 , -18 FSF ROOFS = +20 , -20 FSF 30 FSF AT OVERHANGS) A a C - COVER SHEET Al - FOUNDATION PLAN, WALL SECTIONS, FOUNDATION DETAILS A2 - FLOOR PLAN, INTER. ELEVATIONS A3 - EXTERIOR ELEVATIONS, TRUSS LAYOUT A3.1 - GABLE END DETAILS A32 - STRAPPING SCHEDULE A4 - ELECTRICAL PLAN, RISEN DIAGRAMS A5 - PRECAST LINTEL DIAGRAM A5.1 - PRECAST LINTEL LOAD TABLES Sl - GENERAL NOTES, GENERAL DETAILS, CHIMNEY DETAILS S2 - REPAIR DETAILS, OPTIONAL COVERED PORCH DETAILS C rro f P.E. ti aENGINEERIN. emu. Zs by: 01-22-GI sheet of: F15ER3LA55 1494c A-E5 OVER 15- FELT OVER IA'' o,5B- OR V2° Cox R-M MUL, UkOCO TRUSSES rTRAPIPED AS 5POUN ON TRUSS LAYOUT in, DRYWALL W PT. OVER DIS CDR OVER 2X6 5Uf5FA5C1A t'z' L OVER W/ CONT.ALL". 1 r<2 OVER VENTED SOFTFIT R-5 94SULATfCN L_NTFL BLOCK W/ I., ISAR 3",- CONC. SLAB W/ Fff3rSN OVER & 111L VEA+tFR OVER TERMTTF- 7REATIEP, UJrLL COT- rACTFD FILL - 3_4 2 5 BARS__,! - MASONRY RN15H OVER C3_IU 5LOcX Wf111 DoaFLS LOCATIONS ON FOAMATtCN FLAN WALL SECTION CIIII-ONE STORY -MONOLITHIC 311, BLAB W/FiZNJ*_', H OVER & MIL VAPOR 5AF_ 4RfER OVER TREATED IaOMPA--TED FILL E GRADE MONOLITHIC SLAB CMU G: CLtN' E - STORY CHAIF, BLOCK CHAIR BLOCK UNDER -FRAME tr>" DRYWALL OVER DO FURF R OVER R- 5 MUL- Wll, UNIT- E,- FELT OVER 1/16' OSB OR V7. CCIX WOOD TRUSSES STRAPIFED AS -';40UN ON TRtr5S LAYOUT Do PT OVER DXz CDR OR CONT, ALUK FASCIA OVER 2X6 SLeFASCIA V CONT. ALUM. VENTED SORFIT L04ML MOCK WA -5 BAR PRECAST UTI4 ( II' S IIH 6 FT OR GREATER 3"x- Cow- SLAB W/ FFEC-45T FfI3ERI1`E$ H O1'sR 6 CONC, SILL MIL VAPOR 5ARRIER MASONRY F"544 OVER OVER TERI- TITE-TREATED, CM MOCK WY5 DOWELS DELL C_ t ACTED FILL— Lc>1_ATCNs ON FOLNDAThON PI -AN 2 5 WAS WALL. SECTION ®,WINDOW: CMU-ONE STORY 3k,.* COt4 SLAB WA1135RI-E-'44 IL VAPOR BARRIER z .- 7FUEATEDCOMPACTEDFELLI - S REBAR CONT. x THICKENED SLAB NON BEARING 0 ENTRY CONC PATIOS T- cloFtER 5AR f-11-.25:_ tW STD. HOOK-7 13AR FILLEDCtT"i CONC. C OF, COURSETOPWA-5LEA LINTEL BEAM REINFORCING ANCHORAGE TAPCON: 5LOCK 70 EXT. FIR.4t-IE SHEAR STRENGTH X C011RECTiON fTYP- $"- EAR 5TRLN,TN TAPCON: 3/ wF;A Lt,WUErI4T SEEVtENT HOLLOW BLOC EXP. BOLT: 17- - 43- 1_17. 646 LE6. 4 '_In, 015 LE35- J-BOLT: - 48' O.G_ X TEST REPORT - 150-2006BI PtESS SERVICE WDUSTRJE5A4C_ SEE r- T-a SPECS. FOR 54T 54ZE5 4 TEC3441CAL INFORMATION EXPANSION BOLTS: RAWLS PRODUCT LOCATION EMBED DIA_ MIN.. EDGE ALLOWABLE ALLOWABLE i" DEPTH DISTANCE PULLOUT SHEAR OROUTED 1765 LES, RA%14-501TMASONRY2,f- 11/2- t5- 761 LBS_ RAWL-BOLT CONCRETE [ 1,2 1 2-5' Am _1a_31—L2-_7Lss- NON LOAD 5Rr- WALL I - 5 CONT- 3Yq. COLIC. SLAB W' F115EM -1ESH OVER 6"L VAPOR BARRIER OVER TEFT1ITE-TREATED, DELL COMPACTED FILL- z DEPRESSED SLAB 0 BEARING GkIR AIE I a LINTELFILLED WJ L-1 Cow VERTICAL REBAIR SEE FILM SINGLE COURSE LINTEL 0- DETAIL DENOTES P11r PASSW. TLIROLrH STEM WALL DETAIL DENOTES PtFE SLEEVE SHALL 5E PAS59,15 TFOOTING GROUTED SOLID 2 VMS LARGiFF, TWAN SLEEVE STALL PPE PASSPV, TWROUGW LAR: zER SLESLEEVET. - = 'ASSWI TI41CKENED SLAB LZ4CEP- SEE FOUNDATION FLAN --""- FOR RFEAR OJANTITY 1 1-rd, CONCRETE ROOTER REBAR, WITHIN FOOTT1,16, W/ 75' Mt SPLICE OVERLAP (SEE ATION PLAN FOR SIZE) TYFIGAL F00TING DETAIL r D INC, MS, RE, R 0 4 2CO3 ba W&L 4 5(_-ALr: = RT 5_ THIS ST TURE HAS BEEN OEEiC"ED TO MEET OR EXCEED I THE Ito HP-H. 3 SEEONO COST NO LOAD FU-0LUREMENTS OFfSTZIE 4VK11RIOA EVILDING LODE 2OL11 EDITION. WIRImiqNE ENGINEERING 07) --aW3 Fn- ( 40) 774e4 1.16v &T-IE SM. S. £L n". 1. M)MN Pj 4MS I MAXIMUM SPACING DF FILLED FELLS Uff- Ell LELLS THAT CAN RESIST A M MPH, LOAD OESKSN WALL PRESEIRE T = 22 Fl-F MAXIMUM ALLOW^BLE TENSUN ON HEILLOW E13RE L"T5 15 25 F'Sd. - Af-, I- 579 TAa-E IOJ SE-TION FRDFERTIES 8' PARTIALLY GROIrED WALL = 95.43- ft-,STPLETURES AEJ) M = .1-1 A8, 5 - W'L'L>32/ 8XT = 95-43,1 = 10 4 FT USE 8'-O'IURIZ. SPAEOF - 9'-4'CFTL%6 MAX (PS = L=v USE &'-0' HORIZ. SPALRIG - 10'- 0' TO 12-e CEJLRE, MAX USE 6`0' MRIZ. SPACRU. - 12'- 8' TO e LEILIff- MAX A AM LINTEL W (1) 95 CONT. 9 9'-4" HST W- 89 6 C) Rif ffi C'4 Zo Z riz U-) u Ai gig ri KITCHEN A KITCHEN 5 SCALE- V4'4-0* -CALE- 114'zV-O' KITCHEN c BATH 1) 5(-ALE- V4'z1'-0' 51-ALE- 1/4'4-0' NIERDE,-ION5 ALE = 1/4' =1'-0' PRE-ENGINEERED Y400D TRUSSES. UPLIFT OONNEGTOR. SEE ROOF TRUSS LA -TOUT FOR OUANTITY AND SIZE. PRECAST LINTEL SEE LINTEL PLAN FOR 17EFTH AND REEAR 16"XIC?" GONCRETE BLOCK COLUMN N 2 #5 REBAR, SEE FOUNDATION PLAN. AFF FIN. 6RADF 5 1/2" GON(fRETE SLAB 24"X24"XI2" f/EEF COLUMN TOOTER I^V5 #5'5 EAGH NA'T' BOTTOM OF FOOTER TO BE 12" MIN aELOY4 GRADE FRONT FOR(,H SECTION SCALE: N.T.S. NOTE; SEE FotNDATION PLAN FOR FILLED CELL LOCATION. ALL STRUCTURAL WOOD WEADER5 TO BE DOUBLE 2" X 10' LNLE55 NOTED OTHERWI&E BATH E SCALE- LWd'-O' ALt = 1/4'= 1 -VI LEGEND UE= TBRa - V-0- AFF. 0 : NgTALL NTEFIOR WALL$ TO DF 3 t/2* 3 t/ tPLE55 01i- EFME NOTED. NOTE: ELEVATL' AN 'A' 5"OURI c,Q, FT. CALCULATION5 LIVW-i 1562$ LA" o BqTw 75 O 0* GAR46E 3w TOTAL WER RDOF 200 PATIO 40 TOTAL AFEA L-- — — — — — — 2020 OFT AIL LOC.ATION 4 2S coo',! 12 FM 7 M FLR v RAT aA t S14- S f-221 SHLRETF5 VENTF - 0 3/ 4' V FLAT as 4 VY V- 2 ---- w TIO E, OE,8 Sf.-D t NOOK VR-AT CLC. r-r 280 KITCHEN wm FIR 5 641IS5 IV R-A7 C". A 70b8wic, RKs Z16 RETWALL RR mV FLAT CLa 15 yNn FLR ass Ar W44COMER ALL SfpES AND E7Y-LOS15Ri 15EDF N 1' 2 w N CAFt. TAR 17Z - V FLAT C4& w L' AIR LEITo bow W-47= — 04 mg tUTE: - LINTEL. L - . AlLE=l-TA4L% I ELEVATIONn' ONLY i 2-CAR GARAGE cor fLp V FLAT CLa f2--x---4A T IC lE, X 7 D.H. GAF- DR. FAMILY ROOM Clvz- F RR WFLAT CLG- I - RIB 26. 8 stys 1D.. 0AWET R- IR1RAT as LJB-- 2s 21/-28) ECRESS cor- FLR i V H-AT 0- 1 ry T r4 ID T, 4 mrros, P E"WRjCjjfyE N ENGINEERING407) R+- 3G03F., ( 4M n4- n PA MfO DTP 32116 7lSJF4l5 1 lti0£RS(VI PEP 4m9 1 f'J;: ID z", f3LK- ILNTEL LNOTE. 75EE TFRU55 rrlfPG'5 -EW INEERIP L4YCUT5 FOR TF;JJ55-TO-TRUSS GCPE f'ORS] FRTRJ55 ANCPORAGE: 1) USE fl) T'rf-E -r-' (OR W4TEfZCWAt4.A5LE TiE) FORT TO FfZAME WALL OR BEAM CONNECTION LV LE55 NOTED OT"E#RU5E (UNO.) 2) U5E ( 1) TYPE 'A' fOR lNTERCWANGAEJ-E TiE) FOR TfmaJ55 TO BLOCK WALL CONNECTION ( UNOJ 3) V5E E26-N (OR tNTERCWAWEA5LE TIET-OR ALL J0151 WAWER CONNEC-TtOK5 (tNO) USE f3) 14- a OR (3),131 . 3 t/4' FAEiELCIDE 66JN NAIL TO FASTEN JACK To WtF 4alfRDER- ( TAB) 5) C.ABLE TRUSSES REOU"RE (1) TYPE 'A" OR fl) TYPE 'C' 5TRAP AT 48- OA-- FROM CENTER OF TFW56 5EE POST TRAPPlt ON 1st AND and FLR, PLANS PNEL"ATIC EIVALENT MAY BE SUBSTITUTED FOR WAND NAtL DE5KiNATIONS* eA5EDON 'NATtONAL DES16N SFECFIC- 4VONS FOR WOOD CONSTiZLICTtON FROM TABLE k3b,- - 'NABLS AND S - LATERAL. LOAD DES;Gd4 VALUE5' NAILVALVE (A21-) Ed 403' lod 125, Wl.i 14'Y 8-0-0 PLATE HT 34-0-0 6- 0-0 FLOOR & ROOF TRUSS LAYOUT I R n r, SCALE - 1/2'= 1'- 0' cicrlfl. 5t4w4CA-EE, TFU56 5EARNG TEXRA;FD fY O Fm5w rLooR Fmw GRADE DITAII ENGINEERING I) -%—-71_ Roa PITCW FH54 GRADE MEMIMEa R I L L 0- - -5 1 DE 5C4LE - V4'= r-O' Alk 4:P TExTMED to M45GWT M514 faD,E VENT MPJ TEXf) Ft*5 4 45GA" LEFL- 51DE-ELE V SCALE m 1/4'm I'-V 11 H, - z g2j M. designed by H d— by, dm design a— k.d by; — I da 01-22-01 sheet: A3-A ROOF OVER TRU SEE NAILING, ZONES) BAC)l,WL ILV M Vd MAILS BRACE To EXTEND AT LEAST 50% OF UB5 i-Et,*TH fSEE TABLE) 2.4 PANEL MOCKZ* - 45' Or - FOR TI-E f4) Roe* OF Tf;SS FROM EA 51,> TYPICI- ATTACWD W1 (2) V-i TOERA" - r.TF5!-M WALL a 2x8 F.T. I/y, 1 0155 OR Vr1° COX 2.4 D'AG. BRACE I 4W Or, W1 (4) IOd NAL5 - EA END FIRST Tit)`' BATS TRUSS Od NAILS - 4' Or- DOUBLt LNTEL ® C.A5LE END UY fl; 5 N EACH C.OQR5E V2- X W UEVIE32- OC 1) S ',SrT- BAR 5-IBE ATKRt FLAN FOR EXACT LOGATk-,N) 2x4 LEDGER TO MATCH BOTTOM CWORD SLR OF eCJ55OR TRIr5i- Z-2X4 5LOCKW 2x4 LEDGER TO MATCH BOTTOM w 017- C,,C, A TRIMS 2.4 BLOCKW, 4 0, C, SCISSORATTACHTOUEE35 'JETP CLUSTERS CF (2) 70d NAILS ATTACH TO UEE35 CLUSTEFZ ATT BRACE UXT"4 5"ACE w/ told NAILS OF (2) Wd "L$ ACI-ED V 10d NAILS 4' 01:, TYPICAL 4' O,- oC,4ELE 117RU55 tEB I E I GABLE TRUSS UBB I ZN c U BRACNG FEOLFEMaM STUD NO M (2) 7x4 (2) 21* wl L' BRACE ILI BF-4GE 'L' BRACE V BRACE VV V-0- 4'-5- 4--5- V-o" V-01 Ir-5" W-Z B'- Io" I'll ol,"" 41-01, 4'-O" 61-10" (11-W 81-10" 0 12, -1. MPM ^L' OP-4CIE MW EXTE?,0 AT LEAST 5M Cr, UE5 LEWHT GABLE TRJS-5 SEATpAr 2x4 SPRMICE OR BETTER LATERAL BRACES ® 4'-C' O.G. ATTACP f2) V-i TOENAILS 4'Or- o GABLE END 2.11, F-T- SILL W/ (1) IN EACH C101IRSE 5 VEFZT. BAR SEE FLAN FOR U?CAVOW TYPICAL CABLE ATTACENT 70 CFETE END WALL WJE, T44[5 MTALLATbON I& NAL>DITIGN TO BRAoCb4G S OF TRUSS MAMr-ACTUREF APR 0 4 GABLE Tfa3515 rtl- ON A35 - 3'41' 0,C-- x4 -- PR,'CE OR DET'MR, ATERAL S . 4'-01 2. 4 DRYWALL Lw OR 4" 0,::. 10d NAILS . 4- Or-, 2. 4 TOP PLATE TYPICAL GA5LE ATTAGHMENT TO WOOL) FF-4M)1END WALL MgZMTi #S MIALL4TION 15 N ADDITION TO BRACWS FEEOWREI-ENT5 OF TRUSS MAtAFACTURER MINIC111YE ENGINEERING C 7) ' 4- a Fh ' (" 774 4TJ PA 161613 & FL n716 THC-s J. MMERSON PEI 4T819 dj 1 Nit 9EC' 4 co Liz L 1Tag2 w c) 02i d-- 4r. d by. M d— by d— h-k.d b), dw-- sheet A3. 1 Of FRODUGT DER(PTION GOMPLIANGE FASTENERS DESIGN LOADS UPLIFT MAX. DFL/SYP SPF IiGODELISTINGA META18 CONCRETE STRAP SBCCf 9603 1 i 14-10dx1.5", 2 1 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 T 3116 1000 860 — D LSTA30 STRAP TIE NER 413, 443 22-10d 1670 1670 E HUS26 SINGLE FACE MOUNT HANGER NER 393 14-16d 6- 16d 10000 1550 1110 F -- HUS26-2 DOUBLE FACE MOUNT HANGER NER 393 4---16d 4-16d 8033 1080 775 ML MBHA3.56 7.25 MASONRU HANGER 8" - SBCCI 9603 18 10d, (2) ATR 3/40 x 8" 5955 1885 1355 MH MBHA3.56 9.25 MASONRY HANGER 9.25 SBCCI 9603 x 8" 6050 3145 2260 MG MBHA3.56 11.25 MASONRY HANGER 12" SBCCI 9603 14-10, 2 ATR 6050 3145 2260 O HD8A HOEDOWN TO 3" WOOD NER 393,469 3 7 8"0 A.B. 28667 6465 4650 - Q SP4 TOP PLAT ANCHORS 4X NER 432,443,499 6-10d x 1.5" 2917 735 530 R SP6 TOP PLATE ANCHOR 6X HER 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 O 28333 8665 6485 AA BC4 POST ANCHOR & CAP 4x4 NER 421 3-16d 3-16d 73100 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 GC HTS20 HEAVY TWIST TIE — NER 413 24-10d x 1.5" _ 4430 1450 1245 Il iNA, HOEDOWN TO 3" WOOD NER 393,469 2 5 8"0 12150 2775 2000 - MM HETA20 HEAVY CONCRETE STRAP NER 393,469 1 ly 14-10dx1.5", 2 1 i4-10d 1735 1495 LL HHETA20 CONCRETE STRAP NER 393,469 1 ly 17-i0dx1.5 2 I 15-16d 2130 60 186000 MTT28B HOLDDOWN HER 393 432 24-16d AND 5 8" OR 3 4" DiA A 4455 4455 ENGINEERING 14- 9UQ.1 FAX: (-1) TIS-@4T1 f4 RBSbt3 /LT f1 3Dtb 1 PE/ si%35 r RAWiE 5/3 W' DRYER 10/3 UA SMALL APP. 12n W9 L644TW-i CIR 14/24 W9 TO FFL a, GROLND ROD ELE-CTRICAL RiSER L)IAC5.150 A 4 NIRF- 1562- 3" V,TF, 1 1/2 " V.T.R. 2 11/2' IA LAV 1 1/2' - uc, 11/2 LAV s 3 p" 2b wil, 2" PL-Ut-151NC-; R15ERr7500 coms, W+V m MERMINE ENC31NEERING can (-- pm. 8 1616S3 YT!<Mt%fiE Ft 32716 ELECTRICAL LEGEND qp DwLEx RE,-- eowzr Fm 230 "VLT REC. SMME DET5C:T,:)R WATER FFV0F RM V-1CCE DETECTOR M4LL rUAT) CRam rALT REC. Foe Tmx rllco t1 MOff REC. QmcmN 5gx Drcc MCT FLuoRE$c1Bff Fw- FLOOR CUTLET TRACK L?,WM aV:44 3 UAY 5WO4 rLoCD LZMT 4 WAY SUTCY4 FD' RECE55M LrM M)R BELL F LIGM (VAPOR > XCEIM FM PFEVRE FECEVSM Lr.W (EYEBALL) FT-1 ELFET PANEL FLEGIRCALELAN SCALE - 114' =1'-O' APR 0 4 2C"113 IL w j w gy C) ul pffC14 lizz d— by sheet: A4 Of NOTES: LCAST-CRETE SAFE LOAD TABLES MATES IALS FOR GRAVITY, UPLIFT & LATERAL LOADS I. f'C prmcOst Ilntlls • psl. e i pr" ps' Cam+a 8" PRECAST 1!/ 2" R QOR IN7mooate. La ales erw pe ASTM Q W4, mnLrVn net Cani}Yass Mm stT'aig3th • 19DQ pps-, n Gst IMtal par ASTMB' GRAVITY M6WSO. 6+e i rm[ztr' per' ABTM A615 6iE4D tY LgR6Q. i.EK5T1 TYtiT-m s aro.w nxn 6., 2-1 s s pm+' ABTrt A4i6 a 21p laim m6atm 1 1 4W4' (32°) PRECAST i+Di 13 +9 iy! 'R4'1 4+u9 It7flt& 1, 1t32 wr a7 per' m A510, B, f elp` t+w u +ad9 41"8' (8'F') T ' it03 'N+i valor i 'IsIASirHr'1G1i'1 0[Yp r"f Nx..Ja',i I. R'Wlde fuN trorttY' nmpd antl CKatl Jpints. 5'-6' (69°) f•R@LA£+T '! aPzuss am2 u7ta sa't3 ss!s Wa a ia4n ia.+ fileCtt IMtals C i qurmd. IMLIDIIptitln pf nRtel riYlst CGVF17ly with tit@ CfXnitaCGfLiI SIO'Cl0") T ip1§ ',Gsi mi sa 69t b+u ' tT bra V. 4iN$'pr sWGtic'pl dR]wM,ljs. 4, LMtals c%'a IriMufpGturap With 5-V2' !(si3 notches [rt the MISvCst 9'-e' [W*) W!E AST sM sT 1.a3 a s'&? sTi sta7 2+ . M to OLthRsnCA7ata YeYLiC01 Cmll raMlal'CrC diiy graAir% I'-m' MC') i MAST ores 5, All Im[mis 111 @t tY @ K.ed L.6Q r'tlGgl Cf2ffid f c[!ar, B Vpt IMt.1% 11'=4° oriel ICYX mr with a n®11MQI f rr ht a€ 8' nim Or and V180, 9'-8' 616°) PROLAST 911 va2i iSa. ! ia. t9FY+ 9 irt5 Zta GIs 2stg 6 i lttam field dddmd f9pCm' Lp IiuGatad Ot Llta mtil F tr'e luttal an,ltl 1. 1/32a Ort Huts sst—PA or,t wml to the mttrnit stmal For Y-. p CGxL- MMy-palOGlscGn to mpry pl p ,Zad M itC lintel M limo IATEW L lyUPLIFTaF [ ro+cl`mta n C 1sI 1 mite_ q, za Icait AQ7 53D d m rdtawl IT =I!.,% per AQI 318 tyid AG7 L&.vS,H Trft dam; CFC7A1 rA» r T PR?aT a la n 7. All Wkl mad W Itllnu 4' tftUrltit7 ES epti[%11 Sofm IpGi:3 Far m€iltmd 14 R MJ[1 i A +15s 9S t Intel. mug[ Ca t'mt*l q try 20, if t" I tti is Ie1s then 6.1/2", M gT ;.? .• s & t Sollow. For pll r fsasad INttels dl md ptl 8' nQmMpl beClIN, 4tia+ It t +. 2. N.it. • tk9[ F4ntad_ 3. BOIa leads Ore latai eupeYimpased OIIpiVa "a liy,9d clt Lna sect,c spmciaad, Phi') P'yf3_A6T gril Will b liffi i s" Wt, `vSC[9 We I(eCJos trl9CB7 an tpvdm 4Q . C 08 60 field t'"mr. C1g7 .ST 5, Add,tcmI otami lo0d CL>1]e" tl =I C)m adtinned 0,1 tm dmsttpw t9{ pno, ddg oddidnai renfartmci mt aa [ttm y-iatmFYeil48tlineal. na0 s1 star rlm`i am sUGffi[itti[m@41 F[9' CWd s5 ra0ors in 8' Ilntmis pnl1. i 'is iffi vy tV] 1, The, ," moy tt+pAs1[a to centmted onds frw mm safe lc= tiles t'9O•) iA23SLA5T 1 ^!2 flm.7 sl3l Cij cakUating trig iR:IDtirN/11 Pm9MLMCf mpm nt tlnd BnmUr O[ tl OMSI FTCtlT tha g[ li 5 iMil i'Y1+. 9 116')A' ST fCCa Cd supDnrt. e. For C FhpOsit3 INit.l hmi?hp1 trt s ] m, uAR Aaf pd am mxt ower neg1 . t iq I ds. i. REIJUC.' VALUE BY 15Ai PAR Caf2AtJE 4( FIELCI F EE+A!2 9. AuscrEemeadsin .11 pF pcantla per Ilnear FmL LALLIED LINTEL TABLES NOTES: h' tAi lA ff ' TAI I Ti N I. ristar In pl'6citflt Ilntal 01F6a par Zm AEl15 EIS fiAF TA®LF F4R B" tflNCRETF +Li" I„NT 2, ra6zr M p C txn 6P-1 ABTm A615 /iILLI G jAVITY i OAO 9. l for t Is1N§Is •40QC n1 g^%g' to •SQQQgqsI7N0. 8`XC' 9"Xt 2" @'xt G" E"XRP" 8"X24" @°X2V 8"%32" FILLED FILLED FILL0 4, f'a Far mild c , UNFILLED 5. GpnLlmtm ry unit, per ASTi't C-9Q FILLED FILLED FILLED FILLED izecsa i2Ll[ JQ 12QQQ Lcm ppaarrns+n c21D t Sm ro s A -I 2'ID" 6549 6, GOICuIAte# is try- RIC Vrd CY, t-el— 1, F°.E.. A_i7 3'6" 6251 iQias m2L'7DL7 laoaQ 523'1 iI44C] 12QOQ 12000 1 000 Hidtlla-MBnrttlsn Li[Cjrnem'Vtcj Im. 6601 9924 1_ storepllctxnpLz,lte IMtelS a' D,C. q.. 4'E' 2081 1914 8551 dFai6 6186 1269 B. pII GGpC1119p31[tf Lleatns Co1C01gtmp witn I>•5 5YQ" Ii2B IQ80 1BIQ 24BB6 39i5 4f.31 55_``*D 9, safe l&&mvjb bLnaed an nmiml 6' tnermg A_5 16" 9Q2 1056 16a4 2542 5294 aC129 419C5 5522 W mtmm"). 2436 2102 345 IQ, oil laous striven In pc,Lmds per Imor /Cpt A- 9'4' 656 Im9ar 636 1112 1534 1994 II. for I p t aa nOt ns d Use next mar A" 1 ID'6" 4B9 4 841 111D 7522 i851 2271 25.96 Iml'I th sofa law 502 612 1125 2002 2458 2931 3 A- FIELD qAR 12'B" 42i 9D0 1i24 16Q4 1968 26C1 212i y °9 GR 4m0 A-9 A-10 13'4° 8 al9 114 iQ 1381 1692 2D2A 2341 triib CrizJ. A-11 14'Q" 542 t9 BwD 9 1339 151Q 1d00 2t]al 1819 14'®' S[ 78 61B B42 IIDB 1624 We 988 Fab ism 11'4" 212 aKJI CONGRET@ RILL 4 19'4° 250 285 436 611 595 496 850 Im 14(30 le,98 1980 ia l A-i5 2tl. 22B IMAR 65 419 184 1as2 I Q 15'iD C40 rwlFLp gLLIEp Ilp ANDl_A,,7 RAL @ %s"LATERAL 1- @/®"ACTLI INTC1 Nf1. CNCTH aA A OI Ap'; FOR 8" QNrR7FRti" L1N7 LDAD ii to sutEn YILLEO FItLCB eX@ FILLED r had P) p tu` 9 Q3 nr„5 M IV m r1 lO r- i v 1 s u it m X REL] LICE VALUE BY 2596 FOR, GRAnE 40 FIEL12 RE2JR I 19I l45 218 253 442 35! 609 4851 169 605 9S5 155 1105 842 1280 914 262 185 01 71 IBA Zia 8 420 525 651 115 826 219 p C P S r 114 203 296 405 504 LBO 6BQ 186 I98 l r I71 I L In 00 16-a/ 29" AGYL4AL co 1+" NbMNAi, H IGH?' o a o Im I 1J t l Fti L1 T W" 1562 (GARAGE LEFT) Orlando Division 385DouglasAvenue J LINTEL DIAL M 6 . phone. 407,661,2160 6uita 2000 V / $ a,,,,niH•,i,., zi,„a,"<..m.w ft. 1,lna.aFax: 407,661,4089 Mamonte Spring#, FL 32714 I $ "wmwr rmuaa, wrogaa m- ero m rrina„"v ,mm.ro ti+evrom m®wror-am _... amuw em ammiNns uc wmaam wnrciu+n"e coa.++n m c•41.: N•mas. m um rreflim a"euironx•a muse m maaa WN Iry NVd Wify. Ni! rditl I+ll MdO reN {tMiP mAsmM tum4eaa G°itQt ixmu irOY11M NOTES: 1 i I CAST-CRETE SAFE LOAD TABLES MATERIALS I FOR GRAVITY, UPLIFT & LATERAL LOADS I- I"- Fra"os" 2. It ps, 3 ft g-0A - 3000 psi w/ rnuxnxn ' a. r 123/8 VTM- 4. CzFcrata "usurif-I ruts Vt-" Pe91-21 m, naulm net oriso r ssr.%e strength = 1900 p5t. S Ret3:;r provided n Frar-cist Intel par ASTM ABIS ERE& Feld r-ebor per ASTTI A645 BR40 c3r- EPBO. Prestressb. - cclaclndperASTMA41Sg21O ! ow win. ASTM 30A510. 1 _ 8Mortor , 1:13e M or S. F= ENEP-AL NEITES 1. ProvKje full mortur haud vnd bad ptAs. 2, Shore filled Intels as reclured. 3, with the nrc.hitaLtLruI 4 Lintels Ere mcrufol-tLired with E-1/2" fb"9 riotches tat the El-gJ5 to cars. to vertw-al call r efl-il'of Eng Ord try. 5. All Intals meet or exceer! L/3ED vertT-ol ba-fzrtimxceptlnteI5 11'-4' u-AxJ krx3a;- with o Fritivicil hegght of 8' treet or exceed L/180, b. Hottom fell odi::Ied rto be ?oF-otpd of the bottom of the 191tal C.UVftj- 1. -V32 cicir; iater vase 5twrtV5 are wekJed to tip bottom steel for nl cW. 8, L t-OW1 E c= te msay tX-_ p-ujfcJi_-d In rompusfte lintel n fell Of conc-rate ": 1sonij U't5 9. an rat elesEp clnol'js,s per SAFE LLIA11 TABLE MITES 1. All vokes Lj;i5ed cn mmam 4' barring. Exraptrn Sole loccls for Lnfffled Intals raist be redLiced by 20% if becirsig tarqh 6 less thEn 6-1/7' xfe foorj-_ for oil vec_e5sad Intals bo5ad on 8' rc-ffnCIDI becirny Z N-R. = tlut Fated, 3, Sole loods Ere total sLperimposed offowoblE food on the section specified. 41 Sofa IoDcts tErse-d on grodis 40 or ly-obe 60 fekJ rebor, 5. Additional bterol bud ccT=ftj For be obtutied til the d-5qr,,E!r tTj pru/clM uddfiDnol rpwtfcirc_ad mo51Xrj QbDVE the precast Intel. E, OnF #-I rebor may be substituted for two #5 ret]Drs M 8" Intels Ont'j. 1, ThE dissr r MIDI EvOfU[71a cO!Ment7C:ItEd loads From the safe load toble5 by r-olLuluting the n-oxapim resisting numart cnd she;3F tat d-crAul from the foce of sLpport, 8. For cernposite Irtal he not shc3p,,n, use safe toad from next 10"Er ne9ht. 9, All -sofa locies n &A5 orprSiffids per firiaor foot. 8" PRECAST W/ 2" RECESS DOOR U NTE REDUE-E VALUE BY 15% FOR ERAIIE 40 FIELD REBAR PRECAST & PRESTRESSED U— LINTE A" PRFCA"TArPRFSTRFSSEDU—LINTELS _p__ REDLF_E VALUE BY 25% FDR ERADE 4D FIELD REBAR NOTFS: I ALLIED LINTEL TABLES MATERIALS a INSTALLATILIN I recce- n bear 51: hnial GF60 PFF ASTM A615 2. retor in pc%rad bscm EP40 ps A5TM ASIS 3 ft for preo:151: lotals =4000ps, 4 ft for hed cc rate--3000ps, 5 corrje1a_ FrEisorrl MTt5 per ASTM E-140 Tt ASTM21] t 4M cr 5 Stbj: Rzhcrd El1F1E_ Ellqnaerrqte. 1, shore oil compo5,te Inte15 4' 011. Br all COMPIrIfte beGM Cal'-Vlotad with 1#5 9, =it M c nosed M ncmul 8' ia-mnq 4, mns'U'd 10. oil loocl-, St n Pw-ld-, Fx-- r 1uecr Ft t if. stylange'5safe hstad U P MIxt iorq- h laud FIELD F; ZE5AR GR 40 W IL IL al 4 GONC_FRETE FILL FIELD RE5AR GR40 sn P.E. ALLIED 9RkV1TY SAESLINTELS LINTEL NO_ LEN( H 8.X8 U14FIl-LED 8" W FILLED 8"X12" FfLLF D_ 8")(16" FILLED 8%2V FILLED 8X2CFiLLED 8")(2VFILLED 8-X32- FILLED A-1 2110, 6549 6251 0f2S j2000 1200012000 12000 12000 3838 3858 5231 85S2 H440 00, 12000 12000 4' 61 2CIEN 1914 3--rB-1 461b Filffi 1269 8BOI 9924 A-4 5'u' 1128 080 1810 2483 3' 113 4637 5350 A-5 3b.902 9'4' SIE 1055 E35 t844 M2 2542 t534 3294 R94 4029 243E 4- n0 2902 5522 334S A- 1 fob, 489 483 841 I 1522 t851 2211 2556 A-8 I V4-- E 2 Z.12 1125 I530 2002 bO 245S 2931 4-2,1— 488— 9-00 17- 24 4 39E.8 2360 H2f 134' 313 4 -l9 053 1381 1692 2024 2341 A-11 14n' 342 313 E90 1233 1510 1808 2091 A-12 148' SiB 938 842 1108 G52 V- 24 1819 I-T4' 285 49a FA; 808 983 088 13M A-14 1W 72-12 2Y3 r3314 395 4% 850 1138 1408 V%- 3980 A-152013, 225 3B5 413 l84 U52 I= 5-D f831 ALLIED -r.-OCINCRETE "LC —LINTELS 8 X20- 8-X24- 8"X28- 8-Y,32- LATERAL LOAD LINTEL NO. LENGTH UNFILLED FILLED FILLED FILLED FILLED FILLED FILLED FILLED i LED' 8X5 FELLED A I 50% 3150 9194 ICKMO IMOOCOMloom tcM0 44G8 A _2 1835 t8-6 S445 10000 IM00 tj3000 f000lo CUOO 25q2 A-3 4V 018 1051 4224 5'3M 8203 9440 10000Q.=0 1415 27974142z3 9-15 ED13 2:380 339 4300 5- 03 EI-ISS 048 1-3-1 A-5 71T' 34S 9-10 1421 1978 2552 35A4 z_I 4EM S&I A-Ei 9'4' 228 252 934 129E ISBS 2059 2542 A-] lo'F," 185 209 Iss 1049 1344 ISB2 2025 2341 E29 A-8 W4' 303 9133 E52 9il IM 14- 92 1-151 2028 45l A-9 C'8' 241 282 EAS bO 991 1232 KEA Gqs 351 A-111 134' 253 2S3 510 103 892 1109 1303 1509 320 A-11 14'0' 225 324 413 652 824 K728 1196 1355 288 A-12 148' I'll 218 442 E109 E9 955 _T HEr. 1280 262 A-G 1 zf7— 145 253 354 3 S05 155 542 A 05 A-14 19W 1 184 j203 214 3[18 420 525 155-1 ItS 5 219 A-15 20n. I 114 2% 405 504 530 680 M- LEI'. SU W 0 0 ?z lz Sf') M. a a BLOCKWS REOUIREQ- PROVIDE 2X4 5LOCKIN6, N THE FIR6T TPFJ-=E PF-AMING SPACES AT 48' OC- REMA TO BE BLOCKED AT 96' OL, OR RAT FUIL FAaTF_NfW-,I- FASTEN FLOOR --44EATWWS TO FRAtITW5 W1 WITH Sd OCII-11"IONS OR &d HOT DIPPED GALVANIZED NAILS AT THE FOLL-'-PACIWS= 1) &* ON CENTER AT ALL PANEL EDGE FRAMIW-- 2)12' ON CENTER AT ALL INTIEFMIEDIATE FRAMING, FLOOR FRAMIW3 V5HOUN - 24' 01G) Z- BLOCKIW a 4a" 01C MAX, IN FIRST THREE FRAMIWI, SFACES4 'a&" O.G. THEREFORE FLOOR 5RAGINC AT ENI)WALLS tKM: F A BLOCKED D 1APHRAGM ZONE IS CALLED FOR ON ROOF FLAN 2x4eLOCKP,ALL YU000 PANEL EDGES A NAILS . 4- OC- FOR BLOCKED PIAPHR4641 ZONE 5d HAILS AT C,' OL, OR 8d NAILS AT 4' O.C. OR EP/ALENT BQUAL11/ALENT F"1EMATtC- RNLIEMATIC NAIL AT NAIL AT TED EDGES 5UFFORTED EDGES AND AND 5LOI- KSIG AND L" OC. 12' OD, FIELD FOR OTHER FIELD FOR SHADED AREAS AREAS OF ROOF OF ROOF I/v'" c5a SHEATHING OR 1/ 2' COX TYF, 41-01 b[ ROOF SHEA; HING NAILING aRSN ATERNDETAILO'WI 10-od NAILS WALL STUDS I HEADER ROOF FIZAMM t015ER C' W, W-Iod NAILS SEE COt'keCT0R CHART BOTTOM OF HEADER SC44EVULE FOR TRU55 6TRAFI.) HEADER E TOP PLATE f2) 2x10 VY V2' CDX FLITCH 055 OR CDX ED,(TERIOR 5IIEAT11.11 MAILED MV 0dGALV 41 OD, EDGES AKIO 12, 0r, FIELD HEADER STUDS 2.4 PT- WALL STUD W1 3) L121 DIA ANC34OR BOLTS 70 BLOCK FULL LENGTH WALL STUC16--- NO CONNECTOR5 I is 1/2' DIA- 8' ANCHOR 5OLT5 EMBED &" MIN, INTO FOLINDATION Wy 21.2NI' l8, WASHERS LOCATED UATI- W &' 17F I. END AND 32' Or- UY 10- 10d NAILS s 50TTCM MAX, ELSEU94ERJE OF WALL A HEADER STUD 2x4 F.T. BOTTOM PLATE STRAP EVERY OTHER STUD TYPICAL FRAMING AND C-ONNECTION5 FOR OPENINGS TRU11_-V P T 2X6 W/ 17' DIAM, 'J' BOLTS ;t;gt- - I_Iy", BEARING T RT. 2X4 FILLER CUTHAILED W/ 8-10a NAILS PT. 2X6 W1 1/ 7' DAfl-L 'J' eOI- T5 48' MAX W/ 6' MN. 01511D (TYPJ IDETAIL. TYPICAL J,4ME3 FASTENING 3 ovERHEAC) GARAGE DOOR SCALE; NJ,5. GCNT 2X4 NAIL TO EACI4 TRUSS CHIT' INE OEEI SHEATHING PE.W. T, e 24' O.C. 2.4 CONTfIAJOtIS, OA- nc EA SIDE ( TYPJ SOLID ROOF TFZurSS5 055 OR 1/71 Cox E 2x4 5L NNG' HI4 EA SIDE: ' ; PROVIDE 2x4 5LOCW C __F- AMM ERIIOR CHIMNEYE41N W, 065 0 EA, SIDE ( TIP.)OR U2. CDX SADDLE -r-,. T CONT. 2X4 NAIL— 1-FU TO EACH TRI165 MB-0FR U3/4 w) d NAILS E4 cragROOF U WALL— TFUSS- a] CHIMNEY DETAL CONNEC11ON N.Ta CPIMNET' DETAILS INTERIOR ICED OR CHIMNEY DETAILS 4ESE RE,= REMENTS APPLY WHEN NDOW1 DOOR MA"PACTURER5 FASTENRd, ETqOC IS NOT SPECFIED. 1.) MAIL W1 1415 DIA OR HEAVER POWER HAILS 8. OIC AND 3' MAX FROM ENDS TYP W1 P MIN. BMFIEINTO BLOCK. 2) ALSO ADD 3/Y,' DIA. SELF TAFF'rW, CONC, AVACHOR5 THPU WINDODW DOOR FFZ, U-E FIGHT (0) INSI- ES FROM ENDS MAX AND FORTY (40) INCHES MAX ON CENTER W/ r MIN. EMBEDMENT NTO BLOCK ATTAC44 UM4DOW TO SUCH W/ 110 SCREWS, MAX 13' O/C AND MAX. o" O/C AND MAX 8' OIC, FROM ENDS. Ej 2X -K AND P-22ES JW-- LAJ-T9F-k1ATE2 1) INSTALL3/ 16' DIAMETER SELF TAPPING C,ON/'' ANCHORS EIGHT (6) INCHES MAXFROM ENDS AND 24' ON CENTER MAXWVJ° MIN EMBED, INTO BLOCK- FASTEN W0,X)0W/DOCR TO PT SUCKS WITH W SCREWS 0' OAC MAX. AND MAX a' FROM ENDS W1 P MK EMBED, INTO 5ky.CK TYPICAL BLOCK OPENING DETAIL FT B3f. K F45TEI" AND 35 FSF RATING) 2X - TOP PLATE I ROW OF rt 2X4 EILOCX4*, S5 BASE CDX CABINET FRAME WALL v 01- 01 IF, SPACING BLOCK EF11EDIATE EF".- STUDSIRIPSETAILTYP BAR TCP ws EXTERIOR WALL SHEATHING NAILING PATTERN DETAIL__ GENERAL NOTES GENERAL - L LIVE LOADS_ ROOF: 2I0, pf rLCOP- 4Op5f STAIR 4q-f2. WIND SPEED Ik"Ph 3.- 0-t. 3, ALL WORK TO BE P4 ACCORDANCE UPITH THE FB.G, 2001 CHAPTER V6 4- ONLY CHANGES D BY THE ENGINEER SHALL BE PER4-JITTED- G0N1Gf;P,ETE - I. ALL V To BE N STRICT A=1RDANCEWITHTHE -f 318 2. MIX DESIGN CRITERIA: ALL CONCRETE TYPE I PORTLAND CEI' ENT (AST" C W) DOTT-RESSjys 5TR---4"w . 26 DAYS -'HALL BE 2500 P.? FOR SLABS AND FOOT NJ- MAX;!41 UIATEP_ 5P CFED NON - AR AIR ENTPAPEI:; 1 ENTRANSD STREW,T14 (p. 0 CONCRETE CONCRETE 2500 0.61 054 3000 058 0.46 SL -SLAB ON GRADE 5' OTHER WATER - POTABLE CHLORIDE _ NONE 3. I- E NORMAL WEIGHT AGGREGATES IN COMI'LIANCE WITH THE REQUIREtENTS OF ASTM C 33, 4. FIBEFI- ESM FOR SLAB TO BE AT A RATIO OF.1' , LeS,/YARP. FOUNDATIONS - I FOOTING. DESIGN BASED ON Mtl," ALLOWABLE SOIL BE OF 2000 "f- 2- IF FOOTING ELEVATION OCCURS Pi TX5TUfR5ED04STAaLF OR UN5WTA8LF THE ENGPDEER SHALL BE NOTIFIED AND NECESSARY ADAJ3Tt-IENT$ BE MADE PER HIS R1t57FK1.r-T'OxS 3 FIFREPARATICIII OF THE SU5GRADE TO FOLLOW RECOMI-ENDATIONS AS OUT -DIED IN THE GEOTECKWAL REPORT- 501L, 4 STEPS IN WALL FOOT ING& SMALL NOT EXCEED A SLOPE OF (1) VERTICAL To (2) HORIZONTAL. 5, CAUTION SHALL BE USED WHEN OPERATING VIBRATORY COMPACTION ECUIFIIENT NEAR EXISTING STRUCTURES TO AVOID THE RISK OF DAtIAGE TO THE 5TRU-CTUf;U-:. M,450NIRY : 1. DFSrN, MATERIAL AND WORKMANSHIP 594LL BE IN ACCORDANCE URTP THE ACI STANDARD BUILDING CODE RE17UIFUE' 5 FOR CONCRETE MASONRY STRUCTURES ACI 5301 2. CELLS NDV-ATED To BE FILLED SHALL BE D URTH 3000 r.1 CoNcr--TE. (51 TO to, SLUMP) 3. FROVtDE Z5' LAP FOR STEEL - ALL LOCATIONS- 4- ALL CELLS ADJACENT TO CORP4ERS, END OF SMEAR WALLS AND UNDER COINCENTRATED LOADS SHALL C,NTANVEF TICAL REINF INS AND SHALL BE FILLED WITH CONCRETE- S, CONCRETE BLOCKS SHALL TO A5TM C-W (28 DAY STRENGTH 2000 pad) (f.7500 pW LAID IN R.MING BOND. f, MORTAR SMALL BE TYRE N, I ALL RE -BARS SHALL BE GRADE 40 UNLESS U140 WOOD -. I ALL Uk%"OD FRAMING AND PRE-ENGINEERED WOOD TRUSSES -144AI-L BE DESIGNED, DETAILED, AND FABRICATED 44 ACC41RIDANCE WITH THE DURD5 AND REO1ti S OUTLINED IN THE LATEST EDITION OF THE NATIONAL CIE5IGIII SPECIFICATIONS FOR WOOD COI16TRUG-71ON, 2. THE WOOD TFuasES -,WALL BE 51MD AND DETAILED To FIT THE pe'TENSICKS AND LOADS ALL CIE5r?4 SHALL BEN ACICIDRDANCE- OATH ALLOWABLE VALUES AND SECTION RIZOPFFTES AS&r-,,F-D AND APPROVED BY THE BUILDING COI>E, DESIGN c-ALCULATICKS !, A14D SEALED ISY A LICENSED PRGIFES,51ONAL EWINIEEIR ARE TO BE SUBMITTED TO THE EWR'EER FOR APPROVAL- 3 PE T BRIDGING RE- DICAILAR TO THE -',-AN OF THE Tfar55BS SHALL BE D AS REaARED BY THE TRUSS MA?-XIFACTURER. TFdU$6 MANUI'ACTURER SHALL PROVIDE 5TATEMIENT THAT BOTTOM r-popD OF ROOF TRUSSES ARE ERACED DURING UPLIFT COND1110I't 4- FOR STRUCTURAL LUMBER, PROVIDE THE FOLLOWING GRADE AND SPFCIFS; SCUTHIFfmiN PIHE SURFACES DRY USED AT tal MAX, It C. GF14DE X02 OR 5PFWCE PRID- FIR SOUTH GRADE K02 5, PROVIDE GALVANIZED METAL MANGERS AND FRAMING ANCHOR$ OF THE 51ZE AND TYPE D By TI-E MAMFAcTURE , FOR EAC44 uSE INCLUDINGFTCC'DIIVED NAILS. (RUCHES CONIIECToR5 OR EQUIVALENT) 6- ALL BOLTS USED FOR WOOD TFIA- TION SHALL BE A MIN"21 OF 1/2' DIAMETER AND &* IN LENGTH (ASTM A-301) UNT14 MIN, 1 1/7' DIAN, UJASHER UNO- 1. FfZCVU:IE FRAMING FRS OF SIZES AND OF SPACINGS 5"OUK OR F NOT SkOUN, COMPLY WITH LIMiT9,rG 57UD HEIGHTS CHART, DO NOT SPLICE STRUCTURAL MEMEfZ5 BETWEEN 5UPPORT5. a AND 94JLWs AS SHOAK AND TO COt-IPLY OATH THE FECCt'g-ENCED NAILING SCHEDULE FROM THE STANDARD OWLDW, C,-')DE, LATEST EDtTIOC a ROOF 6HEATHN I/vI. 0515 OR 1/2* CDX SEED FOR bWLW, PATTEFN5- VEF-IFIC-4TION OF FIELD CONDITIONS -, 1. CONTRACTOR SMALL VERIFY ALL FIELD CONDIVORS AND DRELATIVE TO 6AI-F RE THERE ARE CONFLICTS BETW EN ACTUAL FIELD CONDITIONS AND DATA PRESENTED N THE DR44WING5, SUCH COM::1ITfCNS5 SPALL BE CALLED TO THE ARCHITECT'S ATTENTION AND tIECES5ARY ADJUSTMENTS MADE PER HIS INSTRUCTIONS 2, FOR ANCHOR BOLTS USE AUkGHB5 OR EOUtVALENT ( A-M, OR A-301 STEEL) 3. RRO DE 2X4 13LOCKW. ON ALL SIDES OF THE RIDGE vE?,ff5 MTA ekA NAILS AT 4' ON CENTER- ros, P.E. ENGINEERING t to El -. - L 'I S UPLIFT OF MTS* MR Vd NAL5 MR - OF 31VV FFLM TFW56 STRAPS TO PEVI TAPCONS TO LMU MANkFACTMF (Bmlsow EAC44 STRAP) EACH 5TRAI) 4 2 1 4 F AN 'A' STRAP 15 MISPLACED OR FORSOTTEN AFTER THE FOF TPE LWEL 5EAM AT Top OF a'1U WALL THEN A UAOOF1 TFJJ55 STI- SON MT&W CAN BE SU55TITIITFD I. FOREACHM55ED 'A' STRAP (11. ONJ t PROVIDE 20 Gs. GALV- FLEA-'E SECURE EEACHMTSI& STRAP FOLLOUM4, THE ATTACHED TABLE ANDTO FFLASWING FOR TRJ&5 ACC0RD4, IG TO THE Urf LIFT SW OUN SIT CH jTHETRUS6MAJILFACTIhRERNSTALLLTAFr, ONS UTP 1-1/2' MR EMBED,— LNTELBEAM Wv(U15OC'PT-- 1\ '/ 7 k \ I aTu S#-1PScN ATTACH TAPOOt* EVERY OTHER POLE NOTE; TAFCON5 5WOULD BE 446TALL17D IN STRICT Acc4oRDAI+--E UT44 THE MA"PACTUREf; es RECO"-IENDATIcos CV--R r, MiL- VAPOR BARRIER TREATED WOOD POST COMPACTED FILL PER FA -AN OR DR SEE BOOR F`I-AtV GRADE RF5AR, OK THICKENED SLAB AT I'- RFARINGPORCH POST F15ERISLA55 7RULAYOUT SRNSLF-5 OVER I,- FELT OVER d) 2-2X10 UNLESS OTI4ERUSE NOTED U4- 10D TRUSSES ON FLOOR PLAN 6TR4PPED AS SPOON ON r2 < 1 TRL'55 LAYOUT TYPICAL S1110OO P"SH (ALTERNATE 2-@)STR,114- TIES rll F'j, OVER D<8 FJS CEDAR FINSP) (ONE EACH SZE) CDR OVER 2X6 3/al RG". 9 AUN F04- 5Ue1A-'(-,bA OF 1/2' FX W/ r-.- AI-Ltl DRYWALL , —27i VENTED IT SOFF SEE FLR. PLAN e'- 2"" HEADER FOR STR4PFU-- FOR 41-6' MAX FOR 05T SLAB". //- U; 000 P, iJ 3 IaI CSLABIIAX- Cl UNO- PER FLOOR pl-'44 u111FIarF1t1ESW ON UIDOD POST CLEAN, COMPACTED PER FLOOR PLAN FILL W/ t1cI` IOI-fTP1c up-4FPED WISTLr-co FTG- W/ 2 5 5AR5 E Zt' OR COI. SLAG - FOR POST SIZE SEE FLOOR PLAN FOR POST SIZE SECTION @ COVERED PORCH ep ELEVATION @ REAR PORCH POST MONOLITHIC DETAILS SIMILAR) THE MISSED rft- LrD CELLS CAN 5F REPAIRED BY Eflo>ff GRO'UT*r. eo 5 REaAR eSEE EPDXY FRCFSpTW6 AND 5FECFICATIONS ' 0040-FISSPIS LkQUfD LPL OF EoutvALENT ") INTO 5OND BEAM 4*tD INTO TIE FOOTING FOR ALL FILLED CELLS SWOUNcX4 PLANS allT NOT FILLED IN THE FIELD pROVDE 6' t1K EMBED. AND 3/4'3 POLE INTO BOTH THE 50NV BEAM AND THE FOOTJtn TOP OF 5OND BEAM eSAM III PROVIDE 25' SPLICES ( TYP-) FILLED CELL a- cm WALL-C EFNOXT GROUT 5 I INTO FOOTNC, AND BEAM Wj &I MRIL Ef OF FOOTER NOTE: EPDXY &ROUT 54001-D BE NSTALLED N STRICT AI4CE aM TWE MAI,FACTURER'S REGOtl-ENDATIONS, @HISSED FILLED SELL DETAIL 24' 5 AT 46, 124" PROVIDE (1) 5 AT 40" O.C. VERT- AND (2) 5 BELOW EA POST LOCCATtOK FILL ALL CELLS UTH 2500 P64 COW- ALTERNATE HOOKS IN FND. BRACE EXTERIOR SIDE OF WALL DUR941. C'CMPA'-TION OF TPt5 AF--A 5 - 48' Of- ----\ u=g 'o 3( imm w IFA alzt% T I-. 1E 1) 5 CONT 2) 5R'tP50N T572 (243OL12. max UPLIFT) or GAR (2) WL,- 44F& RT22112 (n3oLb. max UPLIFT) or tu PROVIDE OPEN HEAD JT. AT 45'0r- 2) 5Et-V- ADS-2 (3412Lb- max UPLIFT). FOR uJEEF-1 GRADE AWAY 2x4 F05T SEE ocUBLE T PLAN FDAPoUsE PLATE s, mittFer- 15E LLL1try ama COAT, AS COY. T"" 7 L LSALLoNG A- nO IFLy T. FOR PATIO SLAB. LEA - IS aRACES IN PLACE FOR 'I DAYS AFTER SLAB 515 POURED sheet- 1>ETAIL 6TiTUT1CN S2 TIN , d:r-OOf- R 042. SANPC)RD StALDING OlMr. F REVfEVJL0 ANDACCEPTEDFOkR,41T PE F, T 'CONDMONALLY TRUEC TeD SC A ISSUM SHAIL Be THC WORK Ao,4) TO PRC)CEEt) Wry-" CANCEL, ,IRITY To VIOLATE PR'Ovj fo"4 Tt' A'i;DE ANY OF TW tSSUANC,7 CODES, NOR SHAHLL PO m r THE SUILDiNG O 0EP7 F7'— ZVENT 1---'— rZGiNA CORREC- TIONF "t" OR OTH COAWRUC- r" ER Cli:TPEcar) ES, BPI, PERMIT rOb• l$ a 13 0