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Home My WebLink About185 Bristol Forest Trl 03-2172 New SFHCONTIZACTOR Pf 10NE Nt-AlIBER AS re SUBDIVISION Lam low En Centex Homes 385 Douglas Ave., Ste 2000 Altamonte Springs, FL 32714 407-661-2176 CGC 049689 PROPERTYOWNNER PHONE NUMBER ELECTRICAL CONTRACTOR MECHANNICAL CONTRACTOR V PLUB MINGCONTRACTOR r kJ, MISCELLANEOUIS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE A PERMIT 4 -C&4;qj4% DATE PERNIII' DESCRIPTION PERMIT VALUATION% SQ1- JARE FOOTAGE r CERTIFICATE'OF OCCUPANCY / COMPLETION This is to certify that the building located at 185 BRISTOL FOREST TR for which permit 03-00002172 has heretofore been issued on 6/18/03 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 GA.) S rnt4 w .fW tL complies with all the building, plumbing, electrica13, zonint and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: Finaled ``\ cio• ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water DATE APPROVAL FIRE: Inspected I yl i Sewer Lines In Sewer Tap ENGINEERING: Drainage Maintenance Bond PUBLIC WORKS: Street Name Signs S; Storm Sewer Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE 01-OPEN SPACE Street Paved Street Lights Driveway FEES PAID DATE AMOUNT 8/19/03 6/19/03 7/29/03 7/08/03 6/19/03 6/19/03 6/19/03 6/19/03 10.00 10.00 10.00 10.00 10.00 59.27 54.0'0 279.61 PAGE: 2 CERTIFICATE,OF OCCUPANCY / COMPLETION This is to certify that the building located at 185 BRISTOL FOREST TR for which permit 03-00002172 has heretofore been issued on 6/18/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-POLICE IMPACT RESID 6/19/03 91.93 01-RADON GAS TAX FEE 6/19/03 14.95 01-ROAD IMPACT -FEES 6/19/03 847.00 01-RECOVERY FD/CERT. PGM. 6/19/03 14.96 01-SCHOOL IMPACT FEE 6/19/03 1384.00 WD IMPACT:SINGLE FAMILY 6/19/03 650.00 SD IMPACT:SINGLE FAMILY 6/19/03 1700.00 cwv4--eWQ'5 MP0-- OWNER BUI ING OFFICIAL DATEV G n CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT # : ADDRESS: \ (5 J CONTRACTOR: PHONE #: ( y0\z— 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`s ?J,Sw&i j Fire (\ 1 Public Works OZoning y - 1 l Utilities OLicensing V- I CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) EnzP CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: ',,\- \V, PERMIT ADDRESS: \ CONTRACTOR: PHONE #: ( L\cr1 ykAo- 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 DFire \ phy/0 ublic Works % /``i,rr , OZoning Utilities Licensing c\ I "\- CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) w N! CERTIFCATE OF OCCUPANCY ®.—, REQUEST FOR FINAL INSPECTI05 SINGLE FAMILY RESIDENCE****- DATE: \\-O3 a. c F^ PERMIT #:C--) o m ADDRESS: V e, e_ d N c d CONTRACTOR: Q VAcs-V a PHONE #: ( yOri y\dko— The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire I Public Works _ .- OZoning til'ties ' Licensing y CONDITIONS. (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT ADDRESS: CONTRACTOR: PHONE #: ( y0'1 y\Ao— The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. No ngineering Public Works Utilities N o-r fe&79 V Fire I A ElZoning Ls I /\ Licensing \ CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) N FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 14ATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E EL UAT10 ° . ,TiFICATE Important: Read the instructions on pages 1- 7. r SECTION A - PROPERTY OWNER INFORMATION For insurance company use: BUILDING OWNER'S NAME Policy Number CENTER BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No:) OR P.O. ROUTE AND BOX NO. Company NAIC Number 185 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FIL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 51, 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): P' or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 1202940035 E 4/17/95 4/17/95 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile ® FIRM Community Determined Other (Describe): 611. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ®No Designafion Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) CII. Building elevations are based on: Construction Drawings" Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete, C2. Building Diagram Number 1(Select the building diagram most similar to the building forwhich this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevafions — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, ARIAH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. ,If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum _ Conversion/Comments 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) 14.1 ft.(m) o b) Top of next higher floor 23.5 ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. t.(m) 00 o d) Attached garage (top of slab) 13. 9 ft.(m) t o e) Lowest elevation of machinery and/or equipment w servicing the building (Describe in a Comments area) 13.7 ft.(m) E o f) Lowest adjacent (finished) grade (LAG) 11. 3 ft.(m) z' ,_.. o g) Highest adjacent (finished) grade (HAG) 13, 9 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. CERTIFIER'S NAME: WILLIAM R. MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E, SOUTH STR IrTJ E.180 ORLANDO FL 32803 SIGNATURE JAIj IT,\, DATE TELEPHONE 10/30/03 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 185 BRISTOL FOREST TRAIL CITY STARE 4, i ;--rDPCODE Company NAIG Number SANFORD `' FL 32771, SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number_(Select the building diagram most similar to the building for which this certificate is being completed see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance.with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - 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. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. _ G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architectwho is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _fl.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft,(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE QLT, hT,1:1 1169 Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions FLAT ^0F-'_8UiRVEY DESCRIPTION: AS FURNISHED) LOT 51, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. aa Z 00 3 'REP' y O oORMRPR NPMApGEMEN 8+ V A=38*12'31 " o. z 10QSt> V L=33.34' V 5'18 M J'R=50.00' Lil CB=S45'43'01 "W Q a C=32.73' Ol p 6) L+ 0 O a u I 1p6 LOT 50LvoW 31 O I G I 0. R E GO\\ A% pOF pd 00 ` I" = 30' IV, fr R JP N%% `y3 GRAPHIC SCALE 0 30 moo, a V 632' o o ` 0' p N WALK ISOFF W in LOT 52 NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC 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 10-29-03, 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. 1 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 EASTERLY LINE OF LOT 51 BEING S 23'34'26" E PER PLAT. FIELD DATE:) 6-27-03 REVISED: SCALE: 1" = 30 FEET APPROVED BY: WRM JOB NO ASM39665 FINAL 10-29-03 CKB 1 J'N` J`O RP cu PI S89'53'21 W I 25.00' W O 0 O o A Im n W S m o.rn CENTERLINE OF j W RIGHT-OF-WAY _ P Pr D r LEGEND FND 5/8" IRON ROD AND CAP. BUILDING SETBACK LINE O LB #68 (10/29/03) CENTERLINE Q FND NAIL AND DISC RIGHT OF WAY LINE LB #68 (10/29/03) 13.10 EXISTING ELEVATION SET 1/2" IRON ROD AND CAP0. LB #6393 (10/29/03) CONCRETEO CNA CORNER NOT ACCESSIBLE LB LAND SURVEYING BUSINESS A DENOTES DELTA ANGLE LS LAND SURVEYOR L DENOTES ARC LENGTH - PRM PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE P) PER PLAT -. - PI DENOTES POINT OF INTERSECTION M) MEASURED PRC DENOTES POINT OF REVERSE CURVATURE FND FOUND. PT DENOTES POINT OF. TANGENCY C/W CONCRETE. WALK - - TYP TYPICAL -. S/W SIDEWALK A/C AIR CONDITIONER Ch CONCRETE PAD - CBW CONCRETE-OLOCK WALT.. CS CONCRETE SLAB - RP RADIUS POINT - C CHORD LENGTH OHU OVERHEAD UTILITY LINE PK PARKER KALON ID IDENTIFICATION RPOC RADIUSPOINT OF CURVE POLPCC POINT ON LINEPOINTOFCOMPOUND CURVE FORMBOARD 07/08/03 CKB DRAWN BY: LOT PLAN 05/27/0.3 CKB/ 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. A' OY1`-1 - ' -! FOR THE FIRM AM R. MU CATELLO JR. P' W'49A8 DATE ORLANDO, FLORIDA 32801 (407) 426-7979 PLAT 'c'FP`S RVEY DESCRIPTION: (AS FURNISHED) LOT 51, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA a U 07 aM P, z StORM`RPR MAN aGEMENt ARE 0° 0 I r7 V „ 7 m N16.151 18 g8 85 (M) I 51 C\j ?2 13 09 SO". i w U o 1I O O Q" I °' N J w Cn a O A 85, A=38'12'31" L= 33, 34' R=50.00' CB=S45°43'01 "W C=32.73' LOT 50 A 85, A=38'12'31" L= 33, 34' R=50.00' CB=S45°43'01 "W C=32.73' LOT 50 I a 31 O Apo 90 v O Z 9 2: ZToi Z I S3\O S BRP f 20 GpOG p 0f. ro rY o C4 PS Jf-(iy MfNT RVAp/q '1S p3 GJ7 a. w I,, Gp' Gs1P•1..,. LOT 52 % NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A)• CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC 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 10-29-03, 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 EASTERLY LINE OF LOT 51 BEING S 23'34'26" E PER PLAT. FIELD DATE:) 6-27-03 REVISED: SCALE: 1" = 30 FEET APPROVED BY: WRM ASM39665 FINAL 10-29-03 CKB JOB N 0. FORMBOARD 07/08/03 CKB DRAWN BY: LOT PLAN 05/27/03 CKB/SD 1" 30' GRAPHIC SCALE 0 15 30 K 60A` OFF ON. o 9 v\0. PI cu S89'S3'21 I 25.00' U) O N 0C mlo O 0 w m im o m CENTERLNE OF I RIGHT-OF-WAY - n -- PT LEGEND r— FND 5/8" IRON ROD AND CAP BUILDING SETBACK LINE O LB #68 (10/29/03) CENTERLINE Q FND NAIL AND DISC - RIGHT OF WAY LINE LB #68 (10/29/03) 11-11, EXISTING ELEVATION SET 1/2" IRON ROD A14D CAP0. LB #6393 (10/29/03) OCONCRETE CNA CORNER NOT ACCESSIBLE LB LAND SURVEYING BUSINESS 6 DENOTES DELTA ANGLE LS LAND SURVEYOR - L DENOTES ARC LENGTH. PRM PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE P) PER PLAT PI DENOTES POINT OF INTERSECTION M) MEASURED PRC DENOTES POINT OF REVERSE CURVATURE FND FOUND PT DENOTES POINT OF TANGENCY C/W CONCRETE WALK TYP TYPICAL S/W SIDEWALK _ A/C AIR CONDITIONER CP CONCRETE PAD COW CONCRETE BLOCK WALL CS CONCRETE SLAB RP RADIUS POINT C CHORD LENGTH OHU OVERHEAD UTILITY LINE PK PARKER KALON 10 IDENTIFICATION R RADIUS POL POINT ON LINE POC POINT OF CURVE PCC POINT OF COMPOUND CURVE 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, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. A A F. . A i ll/llit, 1.911/11TIES M R. MUJCATELLO JR. PSNIy/49W DATE] CITY OF SANFORD PERMIT APPLICATION Eff, Permit No. d 3 - ('D Date: Job Address: Permit Type: XX Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description 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 Occupancy Type: XXResidential _Commercial _ Industrial Total Sq Ftg: s/— Value of Work: Type of Construction: CONC . BL K. /06 Flood Zone: Number of Stories: e2 Number of Dwelling Units: 1 Parcel No.: 22-4-9-30-502-0000-05/ 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 Phone No.: 407-774-9003 Address: P.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.: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. 0 4 2003 Signature of Owner/Agent Date PAT KNIGHT Print Owner/Agent's Name 0 4 2003 ignature of Notary-S of Florida Date FF VVN SE Owner/Agent is Xrsona-llyKno-_wn to Ivie=or Produced ID APPLICATION APPROVED BY: 4c. Jug 0 4 2003 Signature of Contractor/Agent Date PAT KNIGHT Print Contractor/Agent's Nalp JUN 0 4 2003 Si ature of Notary-Stat Flori a Date K.IMBUiLY A FRQWN EXPIRE , a, 'i °3, 2004 o v c oon'1 d I hrU N _;) N ti. uo¢_ ndemmriters Contractor gent is XX Personally Known to Me or Produced ID Date: '% - I e - 73 Special Conditions: Cfcxs 1(!),'l This Instrument Prepared By: NAME: Debra A. Riggs -Centex Homes 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Permit No. NOTICE OF COMMENCEMENT SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE VMWE MORSE, CLERK OF CIRCUIT COURT IMXE COUNTY SK 04852 PG 1139 CLERK'S tl 2003095416 RECORDED 06/05/20M3 12:51101 PII RECORDINS FEES 6, N RECORDED BY N Nolden THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: LOT 1! , PRESERVE AT LAKE in Plat Book 62 Pages . 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, 2. General Description of Improvement: SINGLE FAMILY DWELLING 3. Owner Information: CENTEX HOMES 385 Douglas Avenue, Suite 2000 ALTAMONTE SPRINGS, FL 32714 Interest in Property: FEE SIMPLE INTEREST Name of Fee Simple Titleholder: N/A 4. Contractor: CENTEX HOMES • 385 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 Phone: (407) 661-2150 Fax: (407) 661-4089 5. Surety: N/A Amount of Bond: N/A 6. Lender: N/A MONROE Recorded FLORIDA. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.12 (1) (a) 7., Florida Statutes: CONTROLLER Phone: (407) 661-2150 Fax: (407) 661-4089 8. In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: NONE 9. Expiration date of Notice of Commencement (the expiration is date is 1 year from the date of recording unless a different date is spe red) 1 Debra A. Riggs OFFICE MANAGER FOR CENTEX HOMES, 293 DOUGLAS AVENUE SUITE 2000. ALTAMONTE SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS SUM 0 4 2003 BY DEBRA A RIGGS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION WA 272, HOLDING CORPORATION, A NBVADA CORPORATION. DEBRA A. RIGGS IS PERSONALLY KNOWN TO MB AND DID NOT TAKE AN OATH. VIU 0 bW NOTARY PUBLIC ut"litlfu t;3N MARYANNE MORSZ LI ERK OF CIRCUIT COUH JACKIE CAINES SEP INOLE Not ry Public - State of FlcddoMYCommissionExpiresJan21, Commission # CC8917y DEF 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 via HAND DELIVERY300NORTHPARKAVENUE SANFORD, FL 32771 Re: ESTOPPEL LETTER This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit No. Ifor the following work:_ LOT,/ PRESERVE AT LAKE 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 n CENTEXHOMES I` ROGER DIXON, INTERIM CITY MANAGER Pacie 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 duty authorized to sign this document. WITNESSES: Signature V I VIV) Printed / Typed Name STATE OF FLORIDA COUNTY OF SEMINOLE Owner) Signature PATRICK J. KNIGHT Printed / Typed Name Title DIVISION PRESIDENT The foregoing instrument was acknowledged before me this JUN 0 4 2003 day of by PATRICK J. KNIGHT - as DIVISION PRESIDENT for CENTEX HOMES O who is personally known to me or 0 who produced their Florida Driver's License as identification. s c4. A_ otary Public Print Name. My Commission Expires: AOY-GY SH-23 22/ -24) 22/ -24) r o o FLAT W_4M UMME CUP -WE KITCHEN NOOKe VRATCZA 9 BRAT CL4O 1w V111'LFLR - W WMTM F L RM 0 FLAT CM ® Rx rarS i Y87t.SVELYM 4 2'-4• r sroac DRrEF 7868 , I m s LAl1NDRY c28" B WALL C nAr CM i51 .T YWL RR i ii L 'mLba ii U& L OMM 2-CAR GARAGE e DINING RM Co4c" e BRAT Qfi CARPET nR T, 3•_ 2 201-0 3/6' in Q (;! 9 Q' HIGH STOP l.— V fXi WALL 1. 1 BM WALL 7,1 1 LIVING RM I srLATaa CAWETFLR16' X l' O.H.D. (+19/ -23) PANG PWCA51 I LNTEL YV (V S 1/ - 23) nr. 9 Z J EL 0 0 j ILL yS c) M3 ILL W Lit Q0 2. 10• Y-t0" 2'-8• I6'-0° 2'-0° ` 40' 0' 15t. FLOOR ELAN ;g SCALE : Ti+•_ P-0° _ -, —.. N Hs€ a 50FT. CALCULATIONS__ Ist FLOOR w --_ ,061-d- STAIR INFORMATION 2nd,FLQOR 1441-'*Md..- HEIGHT: 9-4" - LENEW: 11•- 8° --f6 AL_LIVING-AREA25m9.*.RISEPS. IS ® - 1 1/2" EALHTREADS: 14 L310' EACH -ENTRY OTHER . 0* rc n 2501 STAIR GARAGE _.421` RUN DETAIL iotAt AREA scale: xT s. IWER ROOF 2951-R sheet Y ( N13TET SEE STAIR DETAIL IN STRLLTLIRAL SHEETS = • # w ^ FOR ADDITIONAL _ :: --"`_ _ . i. HL CONSTf JION IWORMATION.)' - =:p.. i•-i'':.'.: `:: of COUNTY OF S[MINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75540 DJBUILDINGPERMIT (CITY) UNIT ADDRESS: APPLICANT 7-=-r-- LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DEGCRIPTIONo Single Family House: Detached Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS 88ADG ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NGRTH O dwl unit $ 142.00 1 $ 142.00 | LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE CO dwl unit $1,384.00 1 $ 1,384~0O AMOUNT DUE ` $ 2,205.00 STATEMENT ` RECEIVED BY: _ 11,31GNATUREx PLEASE PRINT NAME) NOTE TO RECEIVING 8IGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER D ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** 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 AHD/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 REQUIREMENT8 OF Tt|E COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING^AF'PEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORT|{ PARK AVENUE SANFORD. FL 32771 PAYMENT SHDULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PE61IT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF ** 5INGLE FAMILY BUILDING Permit # .T v 3 Job Address: 1r Description of Work: Historic District: NZ il CFFY OF SANFORD PERMIT APPLICATION Sl 7 Date: Zoning: Value of Work: S 174-0.'Ve Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI . Electrical: New Service —:# ofiPS Addition/Alteration Change of Service Tempotbry Pole TT Mechanical'. Residential Non -Residential Replacement New (Duct Layout &)3nergy CaIE. Required)1c. _ Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r 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- att6:mr wa,n IS) 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: License Num Pal 32M ` () 7 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 construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE C TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FIAI ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional re this county, and there may be additional permits required from other governmental Acceptance of permit is verification that I will notify the owner of the Signature of Owner/Agent Date Print Owner/Agent's Name / Signature of Notary -State of Florida Date Owner/Agent is _ Personalh mown to Me or Produced ID APPLICA] ]ON APPROVED BY: Bldg: Zoning: Initial & Date, Special Conditions: e of re done n compliance with all applicable )aw ref;Mating MM CEMENT MAY RESULT iN Y0TJT< )'/,V-C-4G 3, C NSULT W YOUR LENDER O R AN this p -ope th maybe found in the Public records of agemen[ d tricts, state agencie. or fcde al agencies. Sda Lie w, FS 713. aq( o 3 n or/Agent j Date i- G I ID ct S c7 Print ntractor Agent's Name 4oc(/j Signature of Norv-State of Florida Date Contractor/ Ag,--.::s V hersonaiiv Known to Me or Produce, : D f D: _ Initial & Date) (Initial & Date) (hi4tia ICI WiMY COMMISSION 9 DD 212893 EXPIRES: June 14, 2007 Bonded Thru Notary Pubhe Under esters 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 watt 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- 9- Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: 1. Garages/Carports sq. ft. 2. Porches/Entries 15 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. 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 system connection to be made- b. Septic tank permit issued by Seminole County Health Dept- C. Arbor permit when trees to be removed from property. Contact the Engineering Dept, for details regarding the arbor ordinance and permit. d. Seminole County Road Impact fee statement. e. Property ownership verification. f. Driveway permit issued by City Engineering Department. 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. Date JUN 0 4 2003 Owncr/Agent Signature _ t CITY OF SANFORD PERMIT APPLICATION Permit # : d 3 — 2 / %Z.. Date: 03 Job Address: /ZS 451, Z At,-. ' / AN-ft crf t+°r%er e w Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing VX Fire Sprinkler/Alarm PoQI . Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempot`dty Pole Mechanical: 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 Water Closets 3 Plumbing Repair— Residential or Commercial Occupancy Type: Residential t/ Commercial Industrial Total Square Footage: Construction Tyne: . # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: I (Attach Proof of Ownership & Legal Description) Owners Name & Address: AM Et. Phone: Y Contractor Name &'Address: // t7 / Lo' / E`f i .7%O s / 6 -rk • 32 %/• pp States License Number: x C, FC. 0`/, -7 trP98 Phone & Fax: !Epp — 2 — S7V Contact Person: —C Phone: t r %— 33 V % Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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 record: of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I %ill notify the owner of the property of the requirements of Florida Lien Law, FS 713 Signature of Owner/Agent Print Owner/Agent's Name Date e101. , a_ L C lc k" Signaturee/ ofContactor/Agent Date j d5 41 C Print gontractor agent's Narp Signature of Notary -State of Florda Date ignature S Date ryr 0 DD 164280 P EXPIRES: November 14 2006 Tsars,; " wooed T ru soot Neury Services Owner/ Agent is _ Personalh Known to Me or Contractor/AQe-: iS Per il;v Known to Me or Produced ID Produces .D APPLICA- I ION APPROVED BY: Bldg: t Initial & Date) nccia! Conditions: Zoning: Initial & Date) ul ::: eS: Initial & Date) FD: lnrtial & Datc 5-06-203 12:52PM FROM i Permit # : Job Addri Descriptio rl CCTV OF SANFORD PERMIT APPLICATION Historic District: Zoning: u Vxlue of Work- 5 P. to r s , '451. Permit Type: Building Elacuicall X/-Mechanical Plumbing,_ Fire Sprinkler/Alarm PoQ4 _ ElectriW: New Service — # of AMPS 11 J Addition/Alreration Change of Service Tempotlaiy Polc Mechanical: Residential Non -Residential Replacement New (Duct Layout & $nergy Ca. I ReQuirod) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construcdon Tyne: # of Stories: # of Dwelling Units: _ - _ Flood Gone: (FEMA form required for utocr than xi Parcei>I: (Attach rroofof Ownership & L.egpi Descrip(lon) Owocrs Narne & Addrms: Centex Homes 385 Douglas Ave. Suite 2000 Altamonte Springs FL 32714 __Phone. 407-661-2150 Coo(c;ctor Namc & Address: Approved Electric Co. of Florida 4874 S. Orange Ave. Orlando FL 32806 _ $(ate Licease \umber; EC0002494 Phone R Fax: Fax 407-851-1 226 Contact Person:JOhn Findlay Phone: 407-851-1220 Bonding Company: -- —._ ddr6ts lortgage Lender: Adttslss. ArgItileCUEn^inter. AcdrG3s. Phone: I-nx: Application is hereby made to obtain a perrrtit to do the work and installations as indicated. I certify that no work or install3non has commenced pm.,; I;: Ir,c issuance o! a permit and that all work will be perfomred to meet standards of all laws regularing construction in this jurisdiction. I understand that a separdtc permii must be secured for ELECTRICAL WORK, PLUMBING. SIGNS, WELLS, POOLS, FURNACES. BOILERS, HEATERS, TANKS, and AlIT70NOITIONERS, ac. O Wt ER'S AFFIDAVIT: I txrtify that all of the foregoing information is accurate and that all work will be done in compliance with all appiicat)le fu : 1 cr:ulannp, rranspucoon and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESU1, I' IN 11(il.11r, TWICE FOR DAPROvSMENTS TO YOUR PROPERTY. .IF YOU INTEND TO OBTAQ4 FINANCING, CONSULT WITH YOUR LENDER OR AN A17OR-NEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, NOTIC'F.: In addition to krc requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public mcoras c: his county, and there may be additional permits required from other governmental entities such as water management districts, start ugencics, or rcdcl;,l itcncics Acctp:accc of permit is verification that I will notify the owner of the property of the requirements Zvi„ SigrWulc of Owner/Agentontractor/Agcnl Uatc P:int Owner/Agcnl's Name S:;!•,awrc of Notary -Stale of Florida Owner/Agent is Personall, Kno,,\rl to Me or O,v AI'hROVED BY: Uidb:,. . Initial Charles Cannon PrI Con rzcior Agent's Name Date .' Ignaturg n1'K0' 3 y-Slaw of Flondt P, rPUer PATRICIA A. KADL.AC MY COMMISSION # DD 013206 ontrdctpr/ Ac; .: s _ Pcnuncl; Known to tv""ero wllpEXPIRES: March28,2005 PfUiluuct8g63NOTARY FLNWerySwAoe&Bonding, I l' U: Initial Ualc1 (Inilitl A ilalc) (IlNual U,,.: Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661 -21 50 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 Jacl_e 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. KN4,nT CGC049689 STATE OF FLORIDA LOT "/ COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this JUN 0 4 2003 by Patrick J. Knight, Division President of Centex Homes - Orlando). He is personally known to me and did not take an oath. N TARY PUBLIC Seminole County Property Appraiser Get Information by Parcel Number Page I of 1 PARCEL DETAIL 1 <1 i I Sic axtxt cAC +[ tv rt1y f RWf rn3ntarrer a . Y' I 1 c tfii-sus 1101 9. Kist fit. i Santord f1.3311 44317-645-75ft 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market 22-19-30-502-0000- TS3- SANFORD WATERFRONT Parcel Id: Tax District: Number of Buildings: 0 0510 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX HOMES Exemptions: Depreciated EXFT Value: $0 Address: 385 DOUGLAS AVE STE 2000 Land Value (Market): $13,680 City, State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0 Property Address: 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 51 PRESERVE AT LAKE MONROE PB 62 PGS 12 - 15 LOT 0 0 1.000 13,680,00 $13,680 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. 11 you recently purchased a homesteaded property your next ear's property tax will be based on JusNMarket value. http: // www. scpafl.orglpls/web/re_web. seminol e_county_titl e?PARCE L=221930502000O051... 6/4/2003 PLOT PLAN DESCRIPTION: (AS FURNISHED)' LOT 51, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA WRAC EMENT AREAMANP STORMWp1ER I II 108 •$5 \ 15 ?AB E ` n N 1? 51 I O ORp NPGE 0 38*12'31" I a S B ELEVATION `; 9 R=50.00' In FLOO p 9 CB=S45'43'01 "W 0 o MLjsT B16" ADJACENT RQAD UNLES ,06 LOT 50 C=32.73 a OF \ G OTHERWISE ASP.. O o i 0.00 'O. IG N Aoo sr, O os p ooa o OR'9 NA 00. o'I •.' 30' GRAPHIC SCALE 0 15 30 BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' LOT 52 IMPERVIOUS CALCULATIONS (I nT nNI Y) LOT 51 CONTAINS 13,509 SQUARE FEET t (LOT ONLY) THIS STRUCTURE CONTAINS 1504 SQUARE FEET t TOTAL CONCRETE 813 (WITHIN LOT ONLY) SO. T. t TOTAL SOD 11,192 SQ. FT. t PERCENT OF CONCRETE & STRUCTURE TO LOT 17% t SCHARF Fon TARP 111P Tr) rIIGP\ LOT 51 UP TO CURB CONTAINS 13,833 SQUARE FEET THIS STRUCTURE CONTAINS 1504 SQUARE FEET t CONCRETE 1084 SQ. FT. t INCLUDING (SIDEWALK/APRON) TOTAL SOD 11,245 SQ. FT. t 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 BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED,.4./-,1.7/-95-AN97FO(ND THE SUBJECT PROPERTY APPEARS TOrL'IE IN ZONE X, AREA OUTSIDE 100 YEAR_FL-OOD PLANE""' BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 51 BEINGS 23.34'26" E PER PLAT. FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM JOB NO. ASM39665 DRAWN BY: - LOT PLAN 05/27/03 1 ' S ' 1 a)'o PrS8lg'53'2I:W_7Zg ` RP a) I 25.00' W 1 O w r cn wlc O CENTERLINE OF RIGHT-OF-WAY o m D PT LEGEND D r BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH POB POINT ON BOUNDARY CENTERLINE PCC POINT OF COMPOUND CURVATURE RIGHT OF WAY LINE POC POINT ON CURVE XXX XX PROPOSED ELEVATION OR OFFICIAL RECORD PD PLANNED DEVELOPMENT PROPOSED DRAINAGE FLOW 0 DENOTES DELTA ANGLE L DENOTES ARC LENGTH CONCRETE C.B. DENOTES CHORD BEARING LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE. LS LAND SURVEYOR PI DENOTES POINT OF INTERSECTION PRM PERMANENT REFERENCE MONUMENT PRC DENOTES POINT OF REVERSE CURVATURE PCP PERMANENT CONTROL POINT PTTYP DENOTES POINT OF TANGENCYTYPICAL P) PER PLAT A/C AIR CONDITIONER M) MEASURED CBW. CONCRETE BLOCK WALL FND FOUND RP RADIUS POINT C/W CONCRETE WALK CS CONCRETE SLABS/W CP SIDEWALK CONCRETE PAD' C CHORD LENGTH PB PLAT BOOK S0. FT. SQUARE FEET R RADIUS NG NATURAL GRADE PGS PAGES R/W RIGHT-OF-WAY 32801 (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND 'IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 5-Z 3 I \ • IVI"yy FOR THEI 1 Rh AM R. MUSCATELLO JR. P FORM FLORIFORDA CONSTRUCTION FloridaDepartment of # Residential ! Building Performance !# 0 LE Project Name: 2509 LMR 05_7 Builder: CENTEX-FOX & JACOB Address: IffS BRISTOL FOREST TRAIL Permitting Office: CITY OF SANFORD City, State- LAKE MONROE, FL Permit Number: Owner: CENTEX HOMES Jurisdiction Number: 691500 Climate Zone: Central I _ New construction or existing New 12. Cooling systems 2. Single family or multi -family Single family a. Central Unit Cap: 42.0 kBtr/Iff 3- Number of units, if multi -family I SEER: 1200 — 4. Number of Bedrooms 4 b. NIA 5. Is this a worst case? Yes _ 6- Conditioned floor area (W) 2509 If, c. N/A T Glass area & type a. Clear - single pane 258.0 ft' 13. Heating systems b- Clear - double pane 0.0 It, a_ Electric heat Pump Cap: 42-0 kBtu/hr c. 'rint/other SHGC - single pane 0-0 W _ HSPF: 8.50 d- Tint/other SIlGC - double pane 0.0 W b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R-0.0, 162.0(p) It c. N/A b- Raised Wood, Adjacent R=I 1 0, 399-Oft' c- N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R -4.1, 802.0 ft' FF: 0-86 b- Frame, Wood, Adjacent R=l 1.0, 310.0 ft' _ b- N/A c- Frame, Wood, Exterior R-i 1.0, 1176-0 tt' d. N/A c. Conservation credits e- N/A 1€R-Heat recovery, Solar 10. Ceiling types INIP-Dedicated heat pump) a_ Under Attic R=30.0, 1741.0 it' _ 15. HVAC credits b. N/A CF--Ceiling fan, CV -Cross ventilation, c- N/A HF-Whole house fan, 11- Ducts PT-Programmable'Hier mostat, a- Sup: Unc, Ret: Unc. Ali: Interior Sup. R==6-0, 1.0 it W-C-Multizone cooling, b. N/A MZ-H-Multtzone heating) Total as -built points: 31902tta lassCFloor Area: 0 10 Total base points: 35700 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BYt)!p!t_ DATE: 2 complianceI hereby certify that this building, as designed, is in Energy Code, DATE: Review of the plans and specifications covered by this 0 calculation indicates compliance with the Florida Energy Code. Before construction is completed ;4 U this building inspected for compliance with Section 553-908 BUILDINGFlorida Statutes- Ob WF OFFICIAL: DATE: EnergyGaug (Version_ FLRCSB v32)-— -- S GLASS TYPES 18 X Conditioned X BSPM = Points Floor Area Type/SC AS- iLT Overhang Ornt Len Hgt Area X SPM X SOF Points 18 2509.0 25.78 11642.8 Single, Clear W 1.0 16.2 32.0 53.47 1A0 1705.6 Single, Clear W 1.0 14.2 10.0 53.47 1.00 532.7 Single, Clear W 1.0 18.0 40.0 53.47 1.00 2132.1 Single, Clear E 1.0 16.2 32.0 59.31 1,00 18912 Single, Clear S 1_0 16.2 32.0 44.66 0.99 1420.6 Single, Clear E 1.0 6.2 32.0 59.31 0.97 1847.8 Single, Clear W 1.0 62 16.0 53,47 0.97 832.9 Single, Clear W 1.0 6.2 16.0 53.47 0,97 832.9 Single, Clear E 1.0 102 32.0 59.31 0.99 1886.8 Single, Clear E 1.0 82 16.0 59.31 0.99 942.3 As -Built Total: 258.0 14025.1 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 310.0 0.70 217.0 Concrete, Int tnsul, Exterior 4A 802.0 1.18 946A Exterior 1978.0 1-90 3758.2 Frame, Wood, Adjacent 11.0 310.0 0.70 217.0 Frame, Wood, Exterior 11.0 1176.0 1.90 2234A Base Total: 2288.0 3975.2 As -Built Total: 2288.0 3397.8 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Cinder Attic 1741.0 2.13 3708.3 Under Attic 30.0 1741.0 213 X 1.00 3708.3 Base Total: 1741.0 3708.3 As -Built Total: 1741.0 3708.3 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Stab 162.0(p) 31.8 5151.6 Stab -On -Grade Edge Insulation 0.0 162.0(p 31.90 5167.8 Raised 399.0 3.43 1368.6 Raised Wood, Adjacent 11.0 399.0 1.80 718.2 Base Total: 6520.2 Built Total: 561.0 9.6 INFILTRATION Area X BSPM Paints Area X SPM = Points 2509.0 14.31 35903.8 2509.0 14.31 35903.8 EnergyGauge& DCA Form 60OA-2001 EnergyGaug FIaRES`2001 FLRCSB v3.2 Summer Base Points: 48834.7 Summer As -Built Points- 52710.2, Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Poin Component Ratio Multiplier Multiplier Multiplier Points BASE AS -BUNT GLASS TYPES 18 X Conditioned X BWPM = Paints Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X W®F Point 18 2509.0 5.86 2646.5 Single, Clear W 1.0 162 32.0 10.74 1,00 343.6 Single, Clear W 1.0 14.2 10.0 10.74 1.00 107.4 Single, Clear W 1.0 18.0 40.0 10.74 1.00 429.5 Single, Clear E 1.0 16.2 32.0 9,96 1.00 319.6 Single, Clear S 1.0 16.2 32.0 7.73 1.00 246.7 Single, Clear E 1.0 62 32.0 9.96 1.01 32 -4 Single, Clear W 1.0 6.2 16.0 10.74 1.00 172.2 Single, Clear W 1.0 6.2 16.0 10.74 1.00 1722 Single, Clear E 1.0 102 32.0 9.96 1.00 320.0 Single, Clear E 1L0 8.2 16.0 9.96 1.00 160A e As -wilt Total: 258.0 2592.7 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 310.0 1,80 558.0 Concrete, Int Insul, Exterior 4.1 802.0 3.31 2650.E Exterior 1978.0 2.00 3956.0 Frame, Wood, Adjacent 11.0 310.0 1.80 558.0 Frame, Wood, Exterior 11.0 1176.0 200 2352.0 Base Total: 2288.0 4514.0 As -wilt Total: 2288-0 5560.E DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Insulated 18.0 4.00 72.0 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5A0 102.0 Base Total: 38.0 174.0 As -wilt Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1741.0 0.64 1114.2 Under Attic 30.0 1741.0 0.64 X 1,00 1114.2 Base Total: 1741.0 1114.2 Built Total: 1741.0 1114.2 FLOORTYPES Area X BWPM Points Type R-Value Area X WPM = Points Stab 162.0(p) 1.9 307.8 Stab -On -Grade Edge Insulation 0.0 162.0(p 2,50 405.0 Raised 399.0 0.20 79.8 Raised Wood, Adjacent 11.0 399.0 1.80 718.2 Base Total: 387.6 As -Built Total: 561.0 1123.2 INFILTRATION Area X BWPM Points Area X WPM = Points 2509. 0 0.28 702.5 2509.0 -0,28 702.5 wmgww 19 APM= I ADDRESS: ... PERMIT #: I AS -BUILT Winter Base Points: 7358.6 1 Winter As -Built Points: 98622 Total Win ter X System Heating otal X Cap X Duct X System X Credit H eat Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 9862 2 1.000 1_078x1,16OxO,92) 0.402 t000 4555 ' 7 7358.6 0.6274 4616.8 9862.2 1.00 1.150 0.402 1.000 4555.7 I1111111 11111r 1 111151111 ADDRESS:_ PERMIT #: WATER HEATING Number of X Multiplier Bedrooms Total Tank EF Volume Number of Bedrooms AS -BUILT X ,an X Multiplier X Credit = Total Ratio Multiplier 4 2564M 10256-0 50-0 0-86 4 1.00 2623-63 1-00 104945 As -Built Total: 10494'5 CODE COMPLIANCE STATUS AS -BUILT Cooling + Heating + Hot Water Total Coofina + Heating + Hot Water Total Points Points Points Points Points Points Points Points EnergyGaugelll DCA Form 60OA-2001 EnergyGaugeamber S'200,FLU SB v3.2 Code Compliance Checklist Residential Whole Building Performance Method A - Details DRESS. P i P PERMIT #_ 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE s CHECK Exterior Windows _& Doors 606_1.ABCAA Maximum:.3 cfmis -ft_ window area; .5 cfmfsq.fL 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 from, and is seated to, the foundation to the top plate. _ Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" seated unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is seated to the perimeter, penetrations and seams. — Ceilings 606.1.ABCA.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access_ EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at theperimeterzatpenetrations and seams. Recessed Lighting Fixtures 606-1.ABC.1.2.4 Type iC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from condifioned space tested. Multi -story Houses 606.1 ABC-1 2.5 Air barrier on penrw er of floor cavity between floors. Additional Infiltration refits 606.1.ABC 1 3 Exhaust fans vented to outdoors, dampe€s; combustion space heaters comply with NFPA, have combustion air. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612-1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker JolectriqLar cut2ff_(gas must be ded. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer- Gas spa & pool heaters must have a minimum thermal efficiene -of 78%. Shower heads 612A Water flow must be restricted to no more than 2.5 c aflons pe€ mrnute at 80 PStG Air Distribution Systems 610-1 Alt ducts, fittings, mechanical equipment and plenum chambers shalt be [mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily wcessible manual or automafic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. DISPLAYENERGYPERFORMANCELEVEL (EPL) D" The higher the score, the more efficient the t I - New construction or existing New 12- Cooling systems 2. Single family or multi -family Single family a. Central Unit Cap: 42.0 kBtuihr 3. Number of units, if multi -family I SEER_ 12-00 4. Number of Bedrooms 4 b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (W) 2S09 fe c. N/A 7. Glass area & type a. Clear - single pane 258.0 ft' 11 heating systems b. Clear - double pane 0.0 ft' a- Electric Heat Pump Cap: 42-0 kIltu/hr c. Tint/other SHGC - single pane 0-0 ft' HSPF: 8-50 d- Tint/other SHGC - double pane 0.0 ft' b_ NIA 8- Floor types a- Slab -On -Grade Edge Insulation R -0-0, 162-0(p) ft a N/A b. Raised Wood, Adjacent R=11.0, 399 Oft' c. N/A 14. 1lot water systerns 9. Wall types a_ Electric Resistance Cap: 50 0 gallons a. Concrete, Int fnsul, Exterior R'=4_ t, 802.0 ft' EF: 0.86 b- Frame, Wood, Adjacent R=11-0, 310.0 ft' b. N/A c. Frame, Wood, Exterior R=1 1.0, 1176.0 ft' d- N/A c. Conservation credits e. N/A HR-I#eat recovery, Solar 10. Ceiling types DUP-Dedicated heat pump) a- Under Attic R-30.0, 1741-0 ft' IS- IIVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c- N/A IIF-Whole louse fan, 11. Ducts PT-Programmablc `thermostat, a_ Sup: Unc_ Ret Unc. All: Interior Sup. R-6.0, 1-0 ft RB-Attic radiant barrier, b- N/A MZ-C-Multizone cooling, MI_-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code hor Building Construction through the above energy saving features which will be installed (or exceeded) S-r4 in this lnonne before final inspection- Otherwise, a new EPI, Display Card will be completed a4-VHE t based on installed Code compliant features, fall Builder Signature: Date: 0 - a1 g Address 1B BRISTOL--FOREST TR. ofNew llotne= CityJII Z,ip_ LAKE t 0 R4E 3274Z t NOTE The home's estimated energy performance score is only available through the FLAIRES computer program. This is not a Building Energy Rating. df yourscore is 80 or greater (or 86 for a OS EPAIDOE EnergyStar 'designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating_ Contact the Energy Gauge Hotline at 321I638-1492 or see the Energy Gauge web site at www fsec_ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGaug ( Version_ FLRC;SB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Ct Pr'Ae InfoeMation':-' PRO- 0"' nesignw on: Winter Design Conditions OL±jde db 38 'F Inside db 70 'F DesignTD 32 'F Heating Summary BuBding heat loss 36350 Bkh VenfiRafion air 0 Cfm Vertblafion air loss 0 BUi Design F eat bad 36350 Btuh Infiltration Mehod sirf CaWnction qualdy Aveiage Frqkwes 0 Area (if''} Co, MH volume (ft') 20072 20072 AW(=0,234 13470 0.40 E I. m) IN Eftifficy 7.8 FEW Heating input HeafirgoLOA 0 Bfi-h @ 47-F fie rise 0 'F t"eaqA fan 1400 cfm FleatM air flow factor 0.039 dm/Btuh OLitside db 93 'F h- u& db 75 'F Des4i TD 18 'F Daily mnge M Rehfive hxrv* 50 % Moisture difference 43 g0b Structure 29386 Bh-h Verdabon 1485 Bb-h Design temperatre swwg 3.0 'F Use mfg. data n Ratds nx#)Ner 0.98 Total sens- equip. " 30253 Btuh l 138D Bb-h Ventilation 2212 Bkh Infiftation 3946 Bb h Total htent eqW. load 7538 Btuh TOU ' xnert load 37791 Bfth P Xgpac at 0-70(X. SHR 3.6 ton Cooling Equipment Summary MaLe W4TROL Trade Load sensUe FeA ratio Boldlitalic values have been manually overridden RYW carfified by ACCA to meet al mqxerrients of Marta J 7th Ed- DRIM 29050 BU1 12450 Bth 41500 Btb 1400 cfm 0. 048 cfiTuBb-h 4EZ. N"r-kjhtSoft Rigbt-Suite Residential- 5,5,06 RSR26014 2002-Apr-03 16:42-13 4C- Ck EftFileskfXFox & Jacobs 20021250M2509.rsr Page I RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.M01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTIVI Calculation* 1, Winter k1iltration AVF 0.70 ach x 20072 ft3 x 0.0167 = 234 cfm 1Ml AM 1.1 x 234 Cfrn x 32 'F VVIter TD = 8243 Bit-h 3. VVK-rbr w1fillration HTM 8243 f296 ft2 Total vAndow 27.8 Btu and door area 1. Surnmer infiltration AVF 0.40 ach x 20072 W x 0.0167 = 134 cfm Nnml M_ 1.1 x 134 cfm x 18 'F TD 2650 Bkb 3 &mner r0abon fflM 2650 BLfi 2963 ft2 Total window 9.0 Btu and door area Procedure C - Latent Infiltration Gain 0.68 x 43gr/lb moistdiff. x 134 cfm =3946 Bb-h Procedure D - Equipment Sizing Loads 1. Sensible svxig load Sensible verdation 1.1 x 75 cfm vent x 18 'F -qjrtTuTD 1485 Bt-h Sensible bad for shiCkre (Line 19) + 29386 Bhh Stan of veritkation and shidwe bads = 30871 Bit Rah,)g and lefnper e wing mLk)fiff x 0-98 sdN load - _30253 Bb-h 2 Latent srzrig load Latent venfkation load 0,68 x 75 cfm vent x 43 gr/lb moistdfff2212 Bb-h Inbernal loads = 23D Bkh x 6 people + 1380 Bb-h Infidbatiun load from Procedure C + 3946 Bb-h EW# r)ert sizir load - latent= 7538 BbJh Consbidion Quality is: a No. of FireplaCes is: 0 Baldlitalic values have been manually overridden W4k* f fPTff1Pfj vvrwjhtSC) 1ft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 ACO', E'Tileslffox & Jacobs 2002%250912509.rsr Page I RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8-28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S 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 FAMILY n w a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54A 32.0 U PDR NOOK/KITCHEN n w a C n 0 d 1 1 90 1.0 1.0 11.0 3.2 54A 10.0 U b n W a C n 0 d 1 1 90 1.0 U 11.0 7.0 54.4 40.0 0,0 LDY DIN/LIV/FOY a n e a C n 0 d 1 1 90 1-0 1.0 11,0 5.2 54A 32-0 0,0 a n S a C n 0 d 1 1 90 1'0 1.0 11.0 5.2 30.4 320 0.0 MSTR. BR a n e C C n 0 d 1 1 90 1.0 1.0 ID 5.2 544 32-0 U M.BTHfWIC BDRM2 a n w C C n 0 d 1 1 90 1.0 1-0 U 5.2 54A 16.0 0.0 BDRM3 a n w C C n 0 d 1 1 90 1.0 1-0 U 5,2 54.4 16.0 U BTH2 BDRM4/GAME RM a n e C C n 0 d 1 1 90 1.0 1.0 5.0 52 54.4 32-0 0.0 a n e C C n 0 d 1 1 90 1.0 1,0 3,0 5.2 54.4 16.0 0.0 VVf-jqhtSCft Right -Suite Residential- 5.5-06 RSR26014 2002-Apr-03 16:42:13 IC(>, EAFileskffox 8 Jacobs 2002Q50912509.rsr Page 1 Entire House DEL AIR HEATINGAIR # >r 109 COMMERCE STREET, LAKE MARY, FL y. k 7h El 1 cfmaro F Y 2 d va ft 540 ft 4.0 ft 34A ft 3 17.0x 15.0ft 4.0x &oft 24Ox 11Aft 4 I.tAB K4, UE HH } 0J I i U O.0 It F 0.0 R reavaDa bm a l roBarcout TYIPECF CSf A Loaf Load DFOSLFE t c f) C19 On Clg 09 5 Gress a 14B 4. 21 b 13C 3 1. vlals ad e 12C 2 1. 1 0 H Palk- d 0. 0. 0 e 0. 0. 0 «. f Q 0. 0 6 and a 1C 37 1 10 cuss doors b a 37. 1478 40 1478 Hea" c 9C 3B 0 e 01 K« 0 « f Of CH 0 7 ad North 0- 0 0 ,« ghm doors NEM 0 0 0 54. 12294 1741 SFISIN 0: 0 0 m 0 Harz 0. 0 0 8 a 11A 18 12 717 484 1 0- b 11A i 12 C 0 0 01 C 0 p c Of 00 C 0 0 C 0 0 9 a 4. 21 10i1 2 1 441 772 1 ev3sedb 13C 3- t 31 9773 142 447 166 32 101 1 0 walsard c 12C 2 1.. 11 Z7i# 0( 0 p d 0. Gill 0f 0 0 0 0 0 0 e 0. 01 C 0 f 0. 0_ 0 0 10 a 16G 11 1- 1741 l8 3 2413 251 b 0. 0. 0 0 0 c 0- d Of0. 0- 0 0 e 0- o. r453 a o f 0_ 1 0_0 0 11 a ZA 2_ 0, 0 54 t 34 ffi1 ecr n b 1 i- 0.0 0d0.q 0.0 0forslabe0. o-0 tr} f 0.0.o 0 0 0 0 12 IrfiVifion a 27 9. 8243 2a90 1392 448 0 0 50 1 13 8._c11+12 s 9,123 t 14 ifP ifP/ 597 1tr/ « toy 15 T =13+ 14 16 it gir, Fbi0e @ 3w« 12DO C— 0 »« Appl @ 1 1 1 — 121 17 7+8 +12+16 25744 5191 t0 g Less kansfer 0 6E 1ffi 2671 b6% 10?/ t0'f 5LVT17+18) 1Ik0 I.Co 1.001 — 4 lbo 57 1 23, by ACCA to meet al is of Maxd J 7th Ed_ Right -Suite Residential"' 5.5-06 RSR2S014 2002-Aps-63 16:42:13 EAFiies%AFox & Jacobs 200212509Q509.rsr page 1 Entire House0DELAIRHEATINGMR CONDMONING,R Job:f :t 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 rvr-vvirsa..s rQtca 1 Nimm-edrmn Lry DUNFOY WTR. BR MBTKVVKI 2 LffUhdeposedva 6.0 ft 64,0 ft 40.0 R 30A ft 3 FborndnaTnns 1&0 x 6.O ft 19.0 x 220 ft 21.O x 19-0 ft no x 16O ft 4 CaVKX, Cuxt Op6on 8.0 I he4buol 80ft 8.0fthB4bool 8.0ff iYPEOF CST L 1 r Hig C>g M N9 OF) Hig C g ft) a 19 I cIg ft') Htg C19 a 14B 4. 21 0 b13C 3 1 0 Fi C t2C 2 1._ 3gi ,,... .n., d 0. 0. 0 e 0 0. 0 f 0_ O-C 0«» 0 6 and a 1C 37. 64 1 - 0 doors b 8C 37. 0 C 9C 38 w 0 d 0. 0 e 0. 0 f 0q 0 0 7 < rd North 0. 0 0 0 - 0 gass kxxs 0- 0 Cook) q EAN 54-4 0 32 1741 1741 0 SEUN Of 0 0 0 32 973 00 Horz 0. E 0 0 0 0 8 Offiff d3ors a 11A 18C 12 0 0 b 11A, 18 12 0 0 0 C 0. 0. 0 0 0 0 of Ol 9 a 14B 4. 21 221 99 1 661 0 a' PcEedb m 3- 1 0 1 1- 0 VIOL a d c 120 2, 1. 0 C 2tB3 240 091 x s d 0. 0. 0 1 p e O-C 0. 0 0 C 0 N N a 0 f O-C Of 0 0 10 xgs a 16G 1.1 1-A 0 0 0 0 41P 421 2]6 229 b 0. 0C 0 0 0 C p a. o: a oq ff qq do! q q a e f 0. 0. 0- 0. 0 0 1 p 0 11 a 22A 25. 0. A 1 0 64 0 r vn b 19G t. 0. 0 399 0 c 0. 0. p 0 0 s d fl. 0. 0 0 bf s e 0. 0. 0 0 f 0. 0. 0 0 12 kikabon a 27 9.0 0 84 2339 752 891 286 0 13 8_+11+12 377 ati 8615 3 911 - Less exf" he4rg 0- 0 0 - L r 14 [ Aact i(P 19/ t0Y - i0 % 91 - 15 TctJ lass =13+14 4141 9367 41 16 kt n: [ k@ 3CO C0 1 300 13000 1 0 17 7+8 +12+16 699 4781 Less ederrd aDGkg 0 0 4 Lesstaflaff 0 0 18 101 70 1iPl 478 iuf 10°l 19 T Ti-PLF 7Ei3 1CS1 tIR3 1 20 As (can}37 CO 361 251 Pry dod akfied by ACCA to meet al reqxermnts of MwW J 7th Ed_ r- sg1 atsoft Right -Suite Residential 5.5,06 RSR26014 2002-Apr-03 16:42:13 E. TilestflFox & Jacobs 20021250'3t2509.rsr Page 2 RIGHT-J WO SHEET entire House DEL AIR H-nNG,AIR CQNDiTIONING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W A.iAL J 7h Ed BUM RE RM ftT2dusc/ 150 A 28.0 It60 A 420 A Fborndmanur, 15Ox 17Ad 13.0x 15-0d 16.0x 6.0A 18.0x 18.0ft 4 25.0 t5-u 'R rfaKw 8.0 It heaVaod 8-0 H TYFECF CST HTM AFea Loodfth) Adea toai } Area Lar1 A Lari W) Hig C19 OF) Htg Ckj Of) Hig Cig W) H I CIg 5 Cmss a W 4-E Z1 0 b 13C 3 1 0 wals and c 12C Z I.E 1 d Of 0. 0 h e Of 0. 0 f 0. 0. 0 6 and a 1C 37- 1 591 48 177 gtass doors b 8C 37- 0 o c 9C 38. 0 d o- 0 e 0 0 f Of 0 0 7 ad G. 0 0 0_ 0 0 Cook m 5C m 870 48 2511 Of c0 0 sat, 3O. 0 0 n 0 Herz O 0 0 0 R 8 a 11A 18. 12 0 0 0 0 b 11A 18- 12 0 0 0 0 0 c 0. O-C 0 0 0 0 0 0 Nd a 148 4. 21 0 0 b 13C 3 1 0 0 0 0 0 0 d 12G 101 1 parbbDns 0 0. 0 01 e 0- 0. 0 0 f 0- O. 0 p 10 a 16G 1. 1. 353 1%r Z70 4 1O4 133 4 b 0. 0. 0 0 0 p d 0. 0. 0 f C 01 0 0 0 f 0. Of 0 0 0 0 11 Fmrs a 27A 25. 11 0 p b 1 1- 0. 0E pfo. fdp0 0 ixsbb e l 0. O. 0 0 f 0. 0. I 0 0 12 kft7i6m a 27. 9. i143 143 48 1 13 11+12 j 1 C Less 14 i(P 161 101/ VA 10'1 2- 101/1 4 15 T =13+14 17m 4711 16 kt gair&0 0 0 0 17 Suftt Rai 7+8-+12+16 1959»» Less adwd axkg 0 ems kalslier 0 10 157 101f 1 10,1 IL1917+18} 1.CO 17 IjOO 1Dp 100 181 1 rt tsoft Right -Suite Residentiial 5.5.06 RSR26014 2002-Apr-03 16:42:13 E`TffeslftFox & Jacotrs 200212509k2SWrsr Page 3 3 2 S A $ vatoaR S ran Rai war REVISIONS REY, N0. 2RNE: GATE; EGN N0. APRVO; DE3@RIPTION oRddnaw sapm Sus$ Gn Iw A I 92 i- - k4ww DTY (i) WAS (2) FOR TRACK BWOL aP OA WN. CNO eS AP'F.Nt9 PO OGQR How ByTOlvo wwrTcu al-ue amw D VNw °9' 1J CA GKY, P6MCStT.. i fA$ Tp1[LW w0JAW WTN IELISTED f4Tf 9OUd 4 T G 6AbY+ P AF IN Q IWH 1 G Mew • c• Yi '.. 1 I P t6V1, Yam. MrCN L ® y (4t-I(5W 6GAPO 81t6 iRn@p etwCKCe. e) TpRGtGMGlE7BR(A SWC, l 1f1n 1OR 0.eAGItT REPQRT96Q6C .,. HPb t«PrK Cam C 014 V-, ." ON MeM rl/1' 1l1417 MpK ICRp7 r M ar A 4Gap INS, OB9n N1011d ® il'"@° ® @ 1 !'.} a' apt• i y, Pa uonuTT xwnl pp¢¢pOnt yVR TQ 9'- " NIdN a!N gP f (1) $ 19N4 $H9wN . MONT MAkR WITH U•V, 40a II OViA P'.q GPNf9+4 Qf } COAT oN w Uace ) wv @g N srGa MouU% Ma 6v n Mnuun Ro Eurt) . e (a s s t Sw (wr root a To a Anus uavm a tUM/Ct. NOPo3@NTK @a MOT 4OA'1. 1a6 ymaw POK J-m7rN" 9h 16N. ClAcy, 00 3ru M a" THIGp If6AG UtC 80 GA 6u,v, xntn. m6[ 8 act m c a' 5`tNiNG9nTT wlTk Om1*A(iN,dtlIEWRWSA. OQdp A !7TOPSAWUTCHkK4"( R5468Kk417GA, GKV, STIA6 TOPONTO YtFnW. TAFOi. O0. pWwASN$A AtOu t9 ' VRn ar, al t+w ura aN w NA"A;HW w//(a) INT$dt. ST16S DON A.AIdeb(6' INttT 4eT}L 11N@81W7 . YKVF&aNTK @9 H@P A o T P" W "9L tHd!Oi/top %+°"Ift99AON.STM ( NO N p000r STW. I@ W. 6 $feCl S"NO wN",4gt t1wwN1mI arm[w P- . N R.C. 1.4" s 9J6.71 S Si W6(i(4) la: 5f6" ueYd08Ww9tt 3• T,u. U•iAR 3 f<7 ItkJ 4n 39 9A a4v. rttAA a AacM " DESIGN t,0A0S: +24, 0 PSF dt A24,S PSF - a n t ro c mt suA s roc uaA4 Nes wN, vtu.o,a 11/: s9 K11 NTscoe tkH soe or PNt w TEST LQAOSI +3d.0 PSF dt -37.0 PSF GKY M!, 4m1 $ EMO S6roC 000 m4u Of wlM a4 pl 7qi THt Ap9 W ON es 11A{ 1N n ®1-1-1 Ra1TtAro p.t, 1Vva a-Apy a` f Tw a uK PART NO,: ® ^ n la7/6° V- ON 1 OnF U aN N&NT WP`G YtATeCeN. (^y Pi itC gg TGJJ,u- Art eRn,a. ONt unlael Sta olnentl om tzli emu( it Suile I TAPPIK LOCK a+ CwYw++4aM w 1 °L.J .1.t .„ J "in9tnn9U 4520 Ren 6 t .. w TOLERANCES qr OG4A, w x..w w m+r eeg6 V Ha I*IS-i 14 w l td m.e..aW.. w, w awwrw ,pn . t,010 /' dr l d ww inHu — A DESCRIPTION: MOM 6RST W6 16-G x 6-0: 24 24,5 OESIGN l,OAA L lQld w. U. ,.arrnwlH .OQB . #,045 t 9a exY. $ OOTTOM NWKST. + ^^+ Doan #,Goi DRAWN 9Y; dMM DATE: 4/15f00 SCALE: HTS pwC, [ ATTX4 111 (:) /IauS• Snot uCtA aGttwt. s` ?', w .e. / uwre+*. [B Ku4Nuk e+eulwH i! `i' / C r NI% Staked t I/x' CMECKEO BY: Nrrw DATE; 4l16/00 REV t OF I 91ZE a W`N w Thir9 Myla ra D040 04Otn.M•e f Pr@)eetF9n DNdtNSIaNS tortIvpwG, NO., 10213d REV, N0. t 4 3 2 1 J . Thermo-Tru In -Swing 00or Wood °10m#s System J. WAX I a, 0.C. Single Positive 67.0 PSF Negative 67.0 PSF Single up to $4 . WO iw/.0 $idol 15 Single with Sidelites Positive 60,0 PSF Negative 60,0 PSF X, Double up to 8' XO. OM xx, 4 x 8'0 -/no sidoli" Double wl.o Sid*1483 Positive 47.0 PSF NegotiNegative47,0 PSF Ox, 000 The head and side iambs or* firgGli0int PlnO measuring a min. 4-9/16' with 4 :/Z' rabbeted VQP. i-tolow TAPCON 1/2' DRYWALL TYPE ANCHOR 'J"MAx 1/14' TAPCOW rM ANCHOR 1/2- DRYWAU I Z. IX DUCK IX OWK T 3/16. TAnou ilot. 2) CONCRIM M WS MASONRY BLOCK NeAp .seasWWKWO 7. X DUCK I I RRA 413 VWWA" 31W TAPCON za= 1/2 TYPE ANCHOR 2x VVCx I jbau= 0-00 TAKON Of' EQUAI, 23$ Llf. SH&AR RATING) 3/10' TAPGON 5- net. 2) x 11W A T. X I'- 01. J1 In x P94 *3 P 3110' TAPCON TTPE AW-10OR X. t/4: MIN, SHIM SPACi WJMCAl, S)".RW 4 ms, "_ S —11 lD I. This system hoe been evaluated for use in locations c4h.ring to the Florida Building C04o IS d I ined ASCE 7 Minimum Clos i-n floods to, Ovildi s0warv, pressure romon 04 0 Wm x rn and Other Structures do not exceed the design pressure ratings listed herein. 2. For installations where the sub -buck is loss than 1-7/2' (F3C section 1707.4.4 AnChoroge Methods and 3"-sections 17Q7.4,4.t and 77Q7.4,4.2) Topcon type concrets anchors must be used and the length must be such that a minimum 1-1/4" orgoVanent of the Topcon into the masonry *61 is obtained. Thorma-tru Out -Swing Wood reamav ,s sm MAX 18" O.O. Single Positive 157 0 PSF N"otiye 67.0 PW Single up to V4 x 8'0 w/"silo!mo! tee positive 60 0 pSF Negative 60.0 PSF Do.Olo up to We x a'O w/w. *idofit- 5;n9to with sidelites Cr ouble w/wo Sidolites Positive 47.0 PSF Negative 47,0 PSF Do X. OX. XO. QxO' = OXXO V) The bond and side iambs am flhC-Ijoht P;-4` rn"3uFiN 0 Min, 4-9/16' with a 1/2' r0bo-W Stop, WASONRWY LIN 47. TAPCON 2 HIRRINGws MAX 18, O.C. C ANCHOR O.R re &L MASONRY 1 x 2 FIRRJNG LO X DRr#AU ter CON TYPC AACHOREPEE— IX BL'C( T46, TAPCONANCHOR 25' MAX SHIM SPACE 5 zamw TAPCOW - 2.25J z TYPE ANCHOR p; WB wew—'aw TO V0111".3. 4 x 2- 2' PfN - 4:- CONCRETEMASONRY KOCK 25 MAX. a, SHIM SPACE i,25' LVR, I MIN. 1116- ICON7777EW. TYPE ANCHOR ELCO TAPCON OR EQUAL 3/l6' TAPCON c, UK ry", ANCHOR Ewa, (2,M L8, $H&M PATINC) 25, MAX SHIM ' Al FJ 72-1/2r U Ja PF" INS In MCAL .51111 IeW8 I x BUCK 1 x 2 F)RR)NG f. This system has been evaluated for use in loc(Iions adhering to the Florida Building Code 15, MIN. ORYWO.LL and where pressure roqviromorts as 0(ormfnec by ASCE 7 Minimum Design Loops for BuildingsC—S.JNK 0 IX BUCK and Other Structure. 40 not -coed the design pressure ratings listed homin. eF SCALE: N.T.S. 2. For whore the sub —buck 14 less than t-1/2" (FSC section 1707,4.4 Anchorage Methods 90, —;. G Br, j., 1,011 and sub—soclions 1707.4.4,1 and 1707.4,4,2) T.Ipcon type concrete archers must be used and the CHK, fr(i R.W, length must he such that a minimum t-114' engagement of the Topcon into the mosonry well is obtained. —0—RAVnNONO 3, When using a IX sub —buck a 8-9116° jamb is required to allow for min, edge spacing for Topcon type anchors 0220-3 " W OF J A14! jtlfl Thermo—Try In —Swing / Qct—Swinq Door Wood Frames System Positive 67.0 PSF Negative 67,0 PS," Sing)* up to 5'4 x B'O ,,Iwo s;d6liteS Single Positive 60.0 PSF Negative 60.0 PSFDoubleupto8'4 x WO v/wo sidolitos, Single with SideMes X. ox, X0. QXO. XX' OXXC) Double w1wo Sidelites Positive 47,0 PSF Negative 47.0 PSF The head and side iambs are fingorjoint pine measuring a min. 4-9/le' with 0 1/2' rabbeted stop. DOUBLE 2X co" &a' HEADER 3WWVRYVAA" "&AT 7 V ' c, T_- 2x W.*= U STUD 3'g* ZX JACK STUD PW Ws o L W.J A 1.4 Fla 1`n a a' to PFIq ws CwSWK SH GA TH" 25' MAX WU SPA" AQM This system no$ b**P evaluated for use in locations adhering to the Florida Building Code and -here pressure requirements as determined by ASCE 7 Minimum Design Loods for Buildi.i;s and Other Structures do not exceed the design pressure ratings listed heroin. DATE: 4/3/D2 owc, BY, WIUK CKK. Dr. kW, THERMAoTRUS Fibergtoss ovg, min, yield strength V(nnin,)-6,000 psi M'n oq1hSIq, 0070' minimum skin thickness b.'Cl..... 0' to* minimum skin thickness gucL-da= Poi lurethone (Dom core, withl.9 Ibs, density by BASF. an 0,070' Ink. i',,t= Wis 1.11ed with 1.9 lbl, density WF po W *e sheats ore glued to therethonetoarn, The PO IrWOWS903A the block 20hingeg , 5 K 14 O line is tT Mated pine and the top and bottom railam Of 0 wooditssterial, In the double dw applicc0ion the Inactive dw is fifled with aN extpAed aluminum astragal (Wind J~ 0) Of 6063-T6 ol ' loy. The fronv is constructed from fir _it?r jointed pipe. TheftimoJO.AnOTY the side Zbs with (3) 1690. 1/ crown x 2 long stoplits at each side. The alLnions are secumd together in 0 sid0fite application using IS x 2" long PFH Wood Screws (6) wrews Per each The units use on Inswing Saddle threshold measuring 5-75' x 1.548 . The sidelite 7rwets am svdwich glowed ;sij7flp ttwD pressfifflnoM., ey are dry glared on the exterior with 0 hs- ocellular m St)-JI Tope)' cvulked with silicone, The we frames held foWArtavIiI a 8 x 1 12 long Plocrrw. TABLE OF CONTENTS SHEET # 1 DESCRIPTION 37. su MAX. OVERALL WIDTH 11 3MAX:PA L WIDTH X z e00rZ 9 N c' Ce L MaLW2fT 74, 5' MAX, OVERALL FRAME WIDTH 36. 625' MAX. PANEL WIDTH W ASTRAGAL L Z 105. 5- MAX. VV,RALL rKAMt "'U" 3fi. 625® MAX. 15,5' MAX. IASTRAGAL LLJ PANELWIDTHFRAMEWIDTH > W 13, 75' MAX cj (N 0 do WIDTH 00 V) OX7, 125' MAX. D. L.O. WIDTH In _n C) G' 00 00 CL gull Z' Xz ZO IN I rr aL_ MQ2C,5 F68,5' MAX, OVERALL WIDTH 36" MAX 15 5' MAX. AMB PANEL WIDTH FRAME WIDTH 13. 75" MAX WIDTH 7, 125" MAX. D. L.O. WIDTH 1> 6 IF I JJ7 0 z -. 10101FrM--ff 613, 654,3531 DESIGN PRESSURE RATING CEN MIA L FLORM B. 0 A. YA tc_ N T.S, V- HnT-WATn-7N70LU1`ION am, Byl TJH UNIT TYPE MENT IS _NOTN EO s;' a, RW SINGLE IECLUIR 67, 0 PSF - 67,0 PSF MANUFACTUFXR, NAMs WNO DOUBLE 55.0 PSF - 55.0 PSF 5-2151 nt- W-ni5uNr 55.0 PSF - nL PSF I Or ITN T I M, MR m Z20um I .68' WIN. PANEL THK. SV Eoo -- DfOl PANEL Ll 29 42 C, 4333 34 o SEE HTNOTE5S, 4 CD 41 SEE NOTE I SHT. 4 li 5' MIN. GLASS THK. 25 C) FOAM GASKET do SILICONE CAP BEAD 00 , 0,0 6 6 0 1,68' MIN, PANEL THK. 42 60). 7-t SEE NOTE 5 SHT. 4 112" Rw Ilk jb', "o YFLGvi. S-2151 sNcn Da SEE NOTE 2 24 ® 7 SHT, 4 0 27 INACTIVE ACTIVE 6 f UJ A e 4 4 x 1 z RETAINER 31 wa a BOLT ,0' LG, TOF do BOTTOM (2) BOLTS INILRJO AT TOP & (2) AT BOTTOM id SEE NOTva SHT. 4 FOAM CASKET ck 7 ! J& FOAM SIMONE CAP BEAD in rtl to ASTRAGAL SEE NOTE r 1, 15' MIN. EMB. 25' MAX, SHIM FOAM GASKET do SILICONE CAP BEAD a . Tj a . R. o o EJ'.,C z z 29 41 SE NOTE 1 35 SHT. 4 3 SIDELITE TO BUCK A Y Z 4 36 6 26 9 f0 29 a 37 SEE NOTE 7 SHT. 4 2 L CROSS SECTION 3 0 HINGE JAMB TO SIDEUTE z V, Ln4i SEE NOTE 1 SHT. 4 sis.= wtt; R6 10 O 9 owe. er. TJH ems. RIN w 1, 15" MIN, EMBED. 15' MIN, C-SINK ld 25' MAX. SHIM SPACE @jTRC'7, j,.a To BUCK. NOTES: 1, SPACING FOR ITEM NO. 41 (LITE FRAME SCREWS) IS AS FOLLOWS: VER71CAL FROM THE TOP DOWN ON SIDES; 5,5.. 16,5'. 27,57, 39.375, 49-375" & 60,375, HORIZONTAL THERE AREU,2) SCREW BOTH TOP AND BOTTOM AT 2.125' IN FRO H CORNER. SPACING FOR ITEM NO. 27 (18 x I' PANHEAD SCREW) ATTACHING THE ASTRAGAL To THE INACTIVE DOOR IS AS FOLLOWS: FROM THE Top DOWN 1®, 3, 5. 16,25", 40.5', 59.25. 7415. 76.25' & 78.25'. 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 16Gok x 112' CROWN x 2' STAPLES AT BOTH SIDE 4. THE THRESHOLD IS ATTACHED TO THE $101 JAM6S WITH 2) 16Gk x 112' CROWN x 2,5" STAPLES AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMEI WITH (12) ITEM NO, 43 (JS x 2' PER WOOD SCREW), THERE ARE (4) AT EACH VERTICAL AMB, FROM THE TOP DOWN AT 115, 31", 48,5' 66' THERE ARE (2) AT THE HEADER AT 4" IN FROM THE OUTSIDE CORNERS OF THE FRAME THERE ARE 2) AT THE SILL, 4- IN FROM THE OUTSIDE CORNERS 6. SPACING FOR ITEM NO, 43 (18 1, 2' SCREW) SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS, 6" DOWN FRCW THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7- O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE ITEM NO. 12 (110 x 2' SCREW). WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE fTEM NO. 37 (110 w 7 3/4' SCREW), Q, ayR q—,4— I SILT 3 1 LEOT' J 4 a STRIKE Faa ' JAMB To SIOELTrE IIJ 1.10 MIN, EMBED. 15- MIN' C—SINK 1 25' MAX, SHIM SPACE SEE NOTE 7 SHT. 4 11. Yy BUILDING DNSULTASM. INC 813.684,3831 UK. BY: TJH z —mRw m SEE DETAIL 'F' SHT, 5 6' 66- 3' —3' 4-4- I Lu 0 0 0 SEE NOT 0 6- aw, 3 SHT. 0 cc T- M F' SHT 5 TSEENOTESEEDETAILV) 0 6 SHT. 4 --E". SHT, 05 ' i TYP, Typ' SEE DETAIL SEE NOTE 6 SIlT, I V SHT. 5 cr Typ. SEE OfTA& SEE NOTE W® SHT. 5 D.' @ Typ. 4 SHT. 4 SEE DETAIL C. 'C' Typ' 14 Typ. 3 3"- 3' 3- 3' 6' E&TRAL FLORMA B-0-A-Fo MANUFA,CTurdER NAME, r-r /- --_ -, 7 r,.-) MASTER FILEtA A o,357' BOLT DEEP ENOUGH FOR A 2' TISI BOLT THROW 12 10 13 13 10 D 10 ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS FTAit 'E' STRIKE WPt-ATEr)" FRAME AT THE THRESHOLD c zw N SHT. 5 TYP. D . SEE NOTE 4 SHT. 4 a W CENTRAL FL -i]DA Mp,j,qJlFAlZ-TURER NANSO SEE DETAIL SHT. 5 E 3 MAST L ll io 33 6 6" SEE NOTE 43 Typ' r+ TYP, DETAIL2ElDETAIL 3 SHT, 4 SEE NOTE 3 SHT 4 SEE NOTE 6 Sf-ft 4SEE F" nS.T TsHT5 4 ryp. SEE DETAIL G. SHT ' 5 SEE 13 SEE DETAIL DETAIL SEE DETAILSEEDETAIL IN, TYR V— E' SHr. 5 Typ. E' SHT< 5 SHT 5SHt5 @TYP ASEEDETAILIL K' K' TYR SEE NOTE 14 14 4 SHT, 4 TYP, 14 TYR TYR M"— 3. r4r Typ 3" Z t63" 6 r 3" SEE NOTE6. 6 3 6 . 6 3" 4 SHT. 414o TYR GLASS453' SITE 463' GLASS SITE 32 40 33 32 34 5 1/8- TEMPERED 25 Va' TEMPERED20GLASSCLASS 25' AIR 25- AIR 0 9 SPACE o 0 0 0 SPACE 0 0 1/8' TEMPERED 1/0- TEMPERED GLASS 41 GLASS AIE610 3 r, SE NOTE 1 SHT, 4 41 25" STEEL CL SE NOTE 1 .25" STEEL INTERCEPT INTERCEPT SHTL 4 SPACER SPACER WG DETAIL E. It368 4.,W I N, T. S, owc. fir. TIH 2!K M RW DpAwt4 NW 2751 Y2 E s, 4,563' 1.06,3" 20 21 In 2 3 FINGER Jai PONDEROSA PINE I w I 526' 1 1.232 33 PJAUS-1EIMIUM-f EXTRUDED-M 2 141' tfi BOTTOM Baor 0,09' EXTRUDED VINYL WALL m O N WOOD COMPOSITE T Lnry cocc u? WOOD ComposfTE j 1,077- 1,531 muuBI ANK AID TIf F & FINGER JOINTED PONDEROSA PINE 1.264--___j 526 2.713'- 04 Ln 99 1 I 2 375' t"W" CONSLYLTAN", U-) ^ NTS Lraww, W, ~ 30 S-2151 FINGER JOINTED PONDEROSA PfNE 36 lo WOOD COMPOSITE 5 '92" cv 7 79" N "PCN R FOAM CELL CORE W Wl JACKET' 92 m 579 cn D 1751BY TNERMA—TRU FOAM CELL CORE W/VINYL JACKET DRILL TRU FOR 357' DA ASTRAGAL ORU TRU FOR A 18 RETAINER BOLTS PFH WOOD SCREW 2PLCS a m I 11 F COMPOSITE MATERIAL: C/R do YELLOW CH 0 ASTRAGAL HAS 21 8.0. coDOLTSa BOTTOM 2) BOLTS ® TOP 24 813. 04.3831 N. T.S. RW 5 S— T21 51 S. MT aorj JL44-21-20W 09:52 MILESTONE WINDOIJ 40r7 323 97213 P. 02 t # - - - - - - - - Orange County Building Division Administration Building, Ist Floor 201 South Rosalind Avenue P.O. Box 2867 Orlando, FL 328OZ-2687 407) 836-5760 RE: Florida Extruders Fenestration MasterFile Update Mr. Plante, This letter updates and clarifies nomenclature regarding buck thicknesses mentioned on Florida Extruder Window, Door and Mullion installation drawings contained in the Orange County Fenestration Masterfile. Based upon the discussions at the Mid -Florida Horne Builders Association's meeting at their offices on 3une 19, 2002, this letter was the agreed upon procedure for manufacturers to clarify the issue of '1X Buck" thickness nomenclature used on installation drawings. Builders/1nstalfers when pulling permits for Florida Extruders windows will have to include this letter with the installation details. Florida Extruders requests the Orange County Building Division to file this letter against the Masterfile Numbers and Installation Drawings Identified on the attached listing. Based upon a review of the signed and seated engineering produced by Lildon Enqineering Company for the methodology used in the development of Florida Extruder's Window, Door and Mullion Installation drawings, the thickness of the buck in non-structural applications (Le-, buck thickness less than I lb") do es nQt influence the lateral resistance capacity of the concrete screw (ie. Tapcon)- Therefore, buck thicknesses less than I Yz" are acceptable as non-structural attachments when the window, door or mullion is installed using zi 3/16' concrete screw with a minimum embedment on I 'A". Concrete Masonry Units should have a wall thickness of 1 1/4' and a precast silrs thickness will exceed 1 'VA"- The drawings clearly delineate the requirement that a minimum embedment depth of 1 "A' must be maintained by the installer. It is up to- the installer to use the appropriate length concrete screw so as to maintain the required minimum embedment on I 11AL'_ Therefore, for Florida Extruder installation drawings where a non- structural buck is used, nomenclature such as -JLX buck by others" or similar statements shall be construed to mean that a buck thickness of less than 1 1/2- is acceptable. The definon of a non-structural buck is based on Section 1707.".2 of the Florida Building Code- JLN-21-2Oe2 e9:52 MILESTONE WINDOWS The attached table lists all Florida Extruder drawings in the Orange County Fenestration Masterfile affected by this engineering statement. Any questionsshouldbeaddressedtotheundersigned. Robert J. Amoruso, PE Florida PE License No. 49752 0 The letter was signed and seated with an impression seal as required bY Section 61G15-23.001, A rubberstarnp seat was also applied to fatilitate reproduction for Orange County &uilding Division Masterfile scanning- mualm= L 327 71-16x O- (4 07) 37 3-330* -Fax (407) 322-3337 2 2540.)*wett Lanf-, Inftwd, F s I I russ Type, 53906901 1 GE18 I ROOF I I Inc., Burlington, ffl= 11 Job Reference 5.000 s Feb20 2003 MiTek Industries, Inc, I -n-n - - T --- - --- I LOADING (pst) SPACING 2-0-0 TOLL 20.0 Plates Increase 1.25 TCIDL 10,0 Lumber increase 1.25 BCLL O'D Rep Stress 111cr YES BCDL 10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP NO,2 BOT CHORD 2 X 4 SYP NO.2 WEBS 2 X 4 SYP No.3. 3x4 = CS1, DEFL In (Joe) I/dell PLATES GRIPTC0.10 Vert(LL) -o.00 F >999 TL20 245/193BC0,08 Vert(TL) -0,01 F >999 WB 0.02 Horz(TL) 0,00 D n/a Matrix) 1st LC LL Min I/cletl — 240 Weight: 27 lb BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, BOT CHORD Rigid Gelling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/sIze) B-333/0-8-0, D-333/0-8-0 Max Horz 8--52(load case 5) Max Uplif-IB-153(load case 4), D--153(load case 5) FORCES (ib) - First Load Case OnlyTOPCHORDA-B-22,0-C--318X-D--318,D-E-22 130T CHORD B+-244, D-F-244 WEBS C-F-74 r14-19-3 ffF8.-33:3I3 2-003 Page I I 14. I NOTES (4) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-96 per FBC2001; 110mph; h-25ft; TCDL-6,0psf; BCDL-6.0psf; occupancy category 11; exposure B; enc16sed;MWFRS gable.end zone; cantilever left and right exposed ; arid vertical left and right exposedUmber DOL-1.60 plate grip DOL-1,33, 3) Provide mechanical connection (by others) of truss to bearing Plato capable of withstanding 153 lb uplift at joint B and 153 lb uplift at joint D. 4) Truss shall be fabricated per ANSIfFPl 1.95 quality requirements. Plates shall be of size and type shown and centered atjoints unless otherwise noted. Provide bracing whore indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design Information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances, The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesignInformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativePurposesonlyandarenotpailoftherevieworcertificationOfthetrussdesigner, LOAD CASE(S) Standard A LO a- mCustoer No: 11045 Customer Name: CENTEX, HOMES, OR LANDO Shop No:5- Contractor/Job: 2509,ELA RF DWaRe-',---1- 11' Draw No:53906901 GE1 8 s I ype, 53906901 GE15I I V - 11 i;i- 16C., Burlington, --N-----C 272K,-Joff -Kerr--5.0b-0 -sFelb 2-0 2010-3 -MiTe-k -QInDdu'!'t-rIe- esncq op lonaJ1--- Inc, Wed Apr 23 06:33:37 2003 Page I 1---- 5-1-14 - 19-4-0 1-0-0 5-1-14 4-6-2 4-6-2 - ----- ---- 5-1-14 20-4-0, 1-0-0 Scale - 1:34, 3X6 = 2X3 11 u 2x3 11 2X3 11 20 11 2X3 11 2x3 11 3X6 = W il W 11 2x3 11 2x3 11 3X5 4-0 3-4-12 9-8-0 LOADING (psf) SPACING 2-0-0 GSI DEFL in (loc) Well PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.23 Verl(LI-) 0,04 B-Z >999 TL20 245/193TCDI- 10.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0,06 B-Z >999BCLL0,0 Rep Stress Incr YES WB 0,05 Harz(TI-) 000 N n/aBCDL10,13 Code FBC2001 (Matrix) 1st LC LL Min'I/defl - 240 Weight: 100 lb LUMBER BRACINGTOPCHORD2X4SYPNo,2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) N-212/13-0-12,B-308/0-6-0,V-160/13-0-12.W--190/13-0-12,X-572/13-0-12,T-83/13-0-12,S-106/13-0-12,R-126/13-0-12, Q-14/13.0-112, P-295/13-0.12 Max Horz X-1 11 (load case 4) Max UpliftN--90(load case 5), B-11 46(load case 4), V--32(load case 4), W--I 90(load case 1), X--248(load case 4), S--56(load case 5), R--54(load case 5), Q--1 7(load case 5), P--I 1 9(load case 5) Max Grav N-212(load case 1), 0-308(load case 1), V-1 60(load case 1), W-70(load case 4), X-572(load case 6), T-86(load case 7), S-1 07(load case 7), R41 26(load case 1), Q-1 4(load case 7), P-295(load case 7) FORCES (11)) - First Load Case Only TOP CHORD A-B-22,0-C--I19,C-D--57,D-E--37,E-F--116,F-G--67,0-11--67,H-1--66,l-J--77,J-K--76,,K-L4-69,L-M--94,M-N--102,N-0-21ROTCHORDB-Z-56, Y-Z-56, X-Y-56, W-X-O, V-W-o WEBS , U-V-0, T-U-56, S-T-56, R-S-56, Q-R-56, P-Q-56, N-P-56G-V-,-72, F-W-39, E-X--285, D-Y--28, C-Z--54, I-T--52, J-S--82, K-R--90, L-Q--23, M-P--204 NOTES (7) 1) Unbalanced root live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; I I Omph; h-25ft; 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 exppsed;Luniber DOL-1.60 plate grip DOL-1.313) Truss designed for wind loads In the plane of the truss only, 4) Gable studs, spaced at 1-4-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint N, 146 lb uplift at joint B, 32 lb uplift at joiV, 190 lb uplift at joint W, 248 lb uplift at joint X, 56 lb uplift at joint S, 54 lb uplift at joint P, 17 lb uplift at joint Q and 119 lb uplift at joint P. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) N. 7) Truss shall be fabricated per ANSI/1-PI I -9s quality requirements. Plates shall be of size and type shown and centeredatjointsunlessotherwisenoted, Provide bracing where indicated and within 4" of interior joints, Bracing Indicated onthissheetIstoreducebucklingofIndividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design Information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The trussdesigneracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesignInformationasitmayrelatetoaspecificbuilding, Any references to Job names and locations are for administrative purposes only and are not part oftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard Customer No: 11 045,Customer Name: CENTEX HOMES; ORLANDO ShopNo:'jContractor/Job:2509EL.ARF, DanteRe 3 Draw No:53906901GE15 AJU Ifuss 53906901 Tic, Universal r. ores t Products, Inc.., ss I ype s Feb 2 my I entox-Urlando12509-A/jsk/4-19-3 Apr 23 08:33:37 2003 Pago 9-8-0 12-10-10 19-4-01-0Tj06-5-6 3-2-10 3-2-10 6-5-6 1-0-0 Scala - 1:3 VTI» I 9-8-0 9-8-0 4-0 0-3-Ot LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (loc) TCLL 20.0 Plates Increase 1.25 TC O35 Ved(LL) 0,08 0-H 999 Udelletl PLATES GRIP TCDL 10,0 Lumber Increase 1.25 BC mo Vert(TL) -0,2J 13 1-1 >986 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0,03 F - n/aBCDL10.0 Code FBC2001 (Matrix) I st LC LL Min I/defl - 24 0 Weight: 81 lb LUMBER TOP CHORD 2 X 4 SYP No,2 BRACING GOT CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 5-0-4 oc purlins. WEBS 2 X 4 SYP No,3 GOT CHORD Rigid calling directly applied or 1 0-0.o oc bracing. REACTIONS (lb/size) F-830/0-3,8, 13_830/0-3.8 Max HorzB_I 10(load case 4) Max UplifIF-270(load case 5), B-270(load case 4) FORCES (1b) - First Load Case OnlyTOPCHORDA-B-22, B-C--1379, C-D.-1072, D-E--1072, E- . F-1379, F-G-22BOTCHORD0-H-1221,F-H-1221 WEBS C-H-366, D-H-690, E-H-366 NOTES (4) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-25ft; TCDLR6,opsf; BCDL-6.Opsf; occupancy category 1% exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed; arid 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 270 lb uplift at joint F and 270 lb uplift at joint B. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements, Plates S hall 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 u not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information this sheet forconformancewithconditionsandrequirementsatthespecificbuildingandgoverningcodesandordinances, Th 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 foradministrativepurposesonlyandarenotpartofthe; review or certification Of the truss designer. a truss designer LOAD CASE(S) Standard ttE C70 7) Customer No: 11045, Customer Name: CENTEX HOMES-, ORLANDO ShopNo:lContractor/,Job:,2509 EL.A RF' Date Req:04/,, A` Draw No:53906901T16 53906901 cuss I Burlington, NC 27215, Jefff -J<e-rr 5,000 s Feb 20 2003 MITek Industries, Inc, Wed Apr 23 08:33:3B 2003 Page 7- 0-12 9-8-0 7- 0-12 40 .- 1-2-04 - 0] 2-7-4 2-7-4 7-0-12 1-0-0 Scale - 1;: 5x4 = axo It 7X6 = 6.8 = 7x6 = 3x6 11 5x7 = 7- 0-12 9-8-0 12-3-4 7- 0-12 2-7-4 2-7-4 Plate sX T 0 1:0 LOADING ( psf) SPACING 2-0-0 CS1 DEFIL in (lac) Udell 20.0 Plates Increase 1.25 TC 0,42 Vert(LL) 017 K TCDL10.0 Lumber Increase 1.25 BC0.98 Vert(I-.>999 L) - 0,26 KL >869 BCLL 0.0 Rep Stress Incr NO WB 0.85 iAorz(TL) 0,06 G n/a BCDL 10,0 Code FBC2001 (Matrix) 1st LC LL Min I/defj 240 LUMBER TOP CHORD 2 X 4 SYP NO2 130T CHORD 2 X 8 SYP NO,2 WEBS 2 X 4 SYP No,3 REACTIONS (lb/ size) A-7819/0-3-8, G-5556/0,3-8 Max HorzA-- 126(load case 5) Max UplifIA-- 2536(load case 5), G--1895(load case 5) 19-4- 0 7-0- 12 PLATES TL20 Weight: 381 lb GRIP 245/ 193 BRACING TOP CHORD Sheathed or 5-7-11 oc purlins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, FORCES (lb) - First Load Case Only TOP CHORD A-B-15883, B-C-13343, C,D-10827, D-E--10823, E-F-13530, F-G--13257, G-H-29 BOT CHORDA-M-14702, L-M-14702, K-L-12296, J-K-12462, I-J-12249, G-1-12249 WEBS C-L- 3367, D-K-7962, E-J-3643, C-K--3380, E-K--3624, B-M41928, B-L--2751, F-1-571, F-J-244 NOTES (7) 1) Special hanger(s) or connection(s) required to support concentrated load(s) 3053-01b down and 1049.51b up at 12-3-4 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 2) 3-ply truss to be connected together with 1 Od Comlrion(, 1 48"x3") Nails as follows: Top chordsconnectedasfollows: 2 X 4 - I row at 0-9-0 oc. Bottom chords connected as follows: 2 X 8 -:4 rows at 0-4-0 oc. Webs connected as follows: 2 X 4 - I tow at 0-9.0 oc. Special hanUer( s) or connection(s) required to support concentrated load(s) 305101b down and 1049,51b up at 12-3-4 on bottom chord. Design for unspecified connection(s) Is delegated to the building designer. 3) Unbalancedrootliveloadshavebeenconsideredforthisdesign, 4) Wind; ASCE-' 7-98 per FBC2001; I I Oruph; h-25ft; TCDL-6.Opsf; BCDL-6,opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever leftandrightexposed - end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 5) Providemechanicalconnection (by others) at truss to beating Plate capable of withstanding 2536 lb uplift at joint A and 1895lbupliftatjointG. t i 1 1 6) Special hanger(s) or connection(s) required to support concentrated load(s) 3053-01b down and 1049,51b up at 12-3-4 on bottomchord. Design for unspecified connection(s) is delegated to the building designer. 7) TrussshallbefabricatedperANSI[TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at jointsunlessotherwisenoted. Provide bracing where indicated and within 4" of Interior joints. Bracing Indicated on this sheetIstoreducebucklingofIndividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design Information on this sheet for conformance withconditionsandrequireme'nts of the 9 specific building and governing codes and ordinances. The truss designer acceptsnoresponsibilityforthecorrectnessoraccuracyofthedesignInformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the revieworcertificationofthetrussdesigner. LOAD CASE( S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads ( pit) Vert: A- J--740,0, G-J-20X, A,D.-60,0, D-1-1--60.0 Concentrated Loads (lb) Vert: J-- 3053,0 Customer NO: 11045 Customer, Name: CENTEX HOMES ORLANDO Shop No: Cont.ractor/Job: 250 -------- EL.A RF Date Req:0 Draw No:53906901 G1 7 rues type I ]-dI—Y-JPFy- --I ff--, —t-x -b-rian-d./250 —9,VJ s k I M 11 It -- A - -- I," =I Jrum s diGresrice Iona nc., Burlington, tonO-F6i-Fa`b--020JO-3 ----- - 127215, Jeff MiTek, Industries, Inc. Wed Apr 23--08,,93-.3-6-2-0 7. 0-0 1- 0-0 3x4 = 6- 11-4 LOADING psf) SPACING 2-0-0 CSI TOLL20.0 Plates increase 1.25 TC 0 59 DEFL in (loc) Waft TCDL 10X Lumber increase 1.25 0C 0.21 VerI(I- L) n/a - n/a BOLL BCDL 0. 0 10.0 Rep Stress Incr YES WB 0,00 VerI(TL) 0,17 A Horz(TL) - O.Oo C 80 Code FBC2001 Matrix) 1st LC LL Min I/dell - 240 n/a LUMBER TOP CHORD 2 X 4 SYP NO.2 DOT CHORD 2 X 4 SYP No.2 REACTIONS (lb/ size) C-198/Mechanical, B-346/0-3-8, D-68/Mechanical Max HarzB- I 59(load case 5) Max UPliftC-- 1 65(load case 5), 13--75(load case 4) FORCES (lb) - First Load Case Only TOP CHORDA-13-22, B-C-62 BOT CHORD B-D-0 2 M 0- 0- 12 PLATES GRIP TL20 245/ 193 Weight; 23 lb BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, BOT CHORDRigidceilingdirectlyappliedor10-0.0 oc bracing, NOTES (3) 1) Wind: ASCE 7-98 per FOC2001; I I 0-ph; h-25ft; TCDL-6.Opsf; BCDL-15.0psf; occupancy category 11; exposure 0; onclosed;MWFHS gable end zone; cantilever leftandrightexposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Providemechanicalconnection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint C and 75 lb uplift at joint B. 3) TrussshallbefabricatedperANSVTPI1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereIndicatedandwithin4" of interior joints. Bracing Indicated on this sheet Is to reduce buckling of individual members only and does not replaceerectionandPermanentbracingrequiredfortheoverallbuildingdesign, Building e Designer shall verity all design information an this sheet for conformance withconditionsandrequirementsOfthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for thecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names lo to administrative purposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner, e and ca i ns are for LOAD CASE( S) Standard 4 V . 1' Customer No: 11045 Customer Name: CENTEX HO"Pl- CoORLANDO ShopNo:j Contractor,/Job: 2509,EL.A RF' Date Rec1L---_-""J Draw No:53906901EJ7 I fuss Truss T 53906901 HJ7 UrDJAI I urn- I- — — -- FYe—rsaf---eSt PIFor iojucts,111c., BIrlingtah, NC M= 9-3 0 LOADING (pst) SPACING TOLL 20,0 Plates Increase 1.25TCDL10,0 Lumber Increase 1.25BOLL0.0 Rep Stress Incr NODCDL10.0 Code FOC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 130T CHORD 2 X 4 SYP NO,2 WEDS 2 X 4 SYP No.3 TRUSS 13 it5, Jaff Kefr 5,000 , Feb 2-0-266-, RM 3.54 V2 N M JAOb HeforPnce J(optional)-- ek Industries, Inc. Wed Apr 23 08:33 a 20 11 M EM Scala ® I D F E 2x3 -::- CS1 TC 0.37 EFL In Ver- t(LL) 0,03 loc) 1/clef] PLATES - F- G GRIP BC 0.40 Ver-i(TL) -0.06 999 TI-2o 245/193 F-G >999 WEI0.26 Horz(TIL) 0,01 E n/a Matrix) I st LC LL Min Well 240 Weight: 40 lb BRACING TOPCHORD Sheathed or 6-0-0 oc purlins. BOT CHORDRigidceilingdirectlyappliedor10-0.0 oc bracing, REACTIONS (lb/ size) B-435/0-3-8, E-408/Mechanical, D-222/Mechanical Max Herz6- 1 93(load case 4) Max Uplift B-242(load case 2). E-64(load case 3). D-- 179 (load case 5) FORCES (lb) - First Load Case Only TOP CHORDA-13-24, R-C-858, C-D-46 BOT CHORDB-G-800, F-G-800, E,F-0 WEBS C-G- 169, C- F-877 NOTES 1) Wind: ASCE 7-98 per FBC2001; 11 Ornph; ti-25ft; TCDL-6.Opsf; BCDL-6.opsf; occupancy category 11; exposure B onclosed;MWFRS gable end zone; cantilever leftandfightexposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1,33, 2) Providemechanicalconnection (by others) Of truss to bearing plate capable of withstanding 242 lb uplift at joint B, 64 lb uplift at joint E and 179 lb uplift at jointD, 3) Truss shall be fabricated per ANSI/TPI 1-9 5 quality requirements. Plates shall be of size and type shown and centered at joints unless of . horwise rioted. Provide bracingwhereindicatedandwithin4" of interior Joints. Bracing indicated on this street is to reduce buckling of individual members only and does riot replaceerectionandpermanentbracingrequire(! for the overall building design, Building Designer shall verity all design information on tills sheet for conformance withconditionsandrequirementsOfthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibilitf for thecorrectnessOraccuracyofthedesigninformationasItmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposesonlyandarenotpartoftherevieworcertificationOfthetrussdesigner, LOAD CASE( S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: A- B--60.0 Trapezoidal Loads ( plf) Vell: B- 0-0-to-E-49.5, B--2,2-to-D----148,5 Customer No: 11045 Customer Name: CENTEX HOMES, Contractor/Job: 25091,EL.A RF RLANDO Ship No: Date Req1*n—`-'1003 ' Draw No:53906901 H V ss I Truss t—YTPly _7ff —en—to x _-641 —an du_/2_5 0-9 - Ahl `skA1_g 53906901 JH1 I MONO HIP ucts,lnc., Burlington, NC 2721 1111111=11711 It as, Inc, Wed Apr 23. 08'33:39 2003 Page i!- 1--- T-_Q_-0_I 1,2-10-,10 lQ-7-9_1 24-4-7 —1 30-1-6 36-0-0 1-0-0 7-00 5-10-10 T- 5-0-14 5-8-14 5-8-14 5-10-10 Solo - 1:62. 700 = 5.00 [12 0 5X6 = 5X6 = 5X8 24 11 5X6 == 5X10 D E F a 5X10 Q P 0 2X5 11 5X10 M1118H= 5x6 = 5X6 5X1 D M1118H= 7X10 3X5 11 5X10 0-10 24-4-7 7-1-12 5-0-14 5-8-14 5-0-14 5-6-14 5-10-10 s EdPJife:O::Yf :S:i -d LOADING (psi) SPACING 2-0-0 CS1 DEFIL In (loc) I/defl PLATES GRIPTCLL20,0 Plates Increase 1.25 TC 0.98 Vert(LL) 0,79 WO >544 TL20TCDL10,0 Lumber Increase 1,25 BC 0.92 Vert(TL) -1,12 N-0 >383 245/193 BCLL 0,0 Rep Stress Incr NO WB 0,86 Horz(TL) o.19 -i n/aBCDL10,0 Code FBC2001 (Matrix) I st LC ILL Min Wall - 240 Weighu 230 lb LUMBER TOP CHORD 2 X 6 SYP No.2 'Except* T1 2 X 4 SYP No.1 BOT CHORD 2 X 6 SYP No.1 *Except* 132 2 X 6 SYP SS WEBS 2 X 4 SYP No.1 *Except* W3 2 X 4 SYP No,2, W2 2 X 4 SYP No.3 W2 2 X 4 SYP NoA W2 2 X 4 SYP No.3 W2 2 X 4 SYP No.3, W2 2 X 4 SYP No.3 REACTIONS (lb/size) J-3136/Mectianical, 13-3053/0,3-1 0 (input: 0 3,8) Max Horz B-1 63(load case 9) Max LJpliftJ-- 1273(load case 3),13--1058(load case 3) BRACING TOP CHORD Sheathed, except end verticals, BOT CHORD Rigid coiling directly applied or 4-1-8 oc bracing. WEBS 1 Row at micipt LK FORCES (lb) - First Load Case Only TOPCHORD A-B-26.B-C--7057,C-D--9369,1)-E--10135,E-F--13829,F-G--8829,G-Ff--8829,Fi-l--5501,]-J--2966 BOTCHORDO-Q-6455, P-Q-6472, O-P-6472, N-0-9387, M-N-10135, L-M-5501, K-L-5501, J-K-190 WEBSC-Q-326, D-0-1 177, E-N_-1 14, G -M--738, H-K-23713, C-0-3235, D-N-632, E-M-1453, H-M-3701, I-K-5908 NOTES ( 9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-96 per FBC2001; I 10rnph; h-25f1;TCDL-6.0pst; BCDL-6.opsf; occupancy category 11; exposure 0; enclosed;MWFRS gable end zone; cantileverleftandrightexposed ; end vertical left and right exposed;LurTiber DOL-1,60 plate grip DOL-1 .33. 3) Provide adequate drainage to prevent water ponding, 4) All plates are TL20 plates unless otherwise indicated, 5) WARNING: Required bearing size at joint(s) 0 greater than Input bearing size. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1273 lb uplift at joint J and 1058lbUpliftatjointB. 7) Girder carries hip end with 7-0-0 end setback 8) Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 31 0.81b up at 7-0-0 an topchord. Design for unspecified connection(s) is delegated to the building designer, 9) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered atjointsunlessotherwisenoted. Provide bracing where Indicated and within 4" of interior joints. Bracing indicated on thissheetIstoreducebucklingofindividual -members only and does not replace erection and permanent bracing requiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodasandordinances. The truss designeracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of therevieworcertificationofthetrussdesigner, 10) Right end may be attached to 2x8 So -Pine BC of two or more ply girder truss with Simpson HUS281 or eq, Follow SimpsonInstructionsforinstallation. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1,25, Plate Increase-1,25 Uniform Loads (plf) 10 Vert: 13-J-43.5, A-C-60.0, C-1-130.6 Concentrated Loads (lb) Volt: C--385,0 J-— Customer No: 11045 Customer Name. CENTEX, HOMES., ORLANDO Shop No:i -------- Contrac.tor/1Job:2509EL.ARF Date.Req! Draw '7 53906901H1 fuss Truss Type - --FI (YtY -1Y---1G e -nt e 53906901 11-12 1 MONO HIP Job References-tK6diu-cts,lnc, -BurlingLV--aMjw2-7--1-5- I Kerr 5.000 s Feb 2003 MITek Ind op l, Inc. Wed Apr 23 08:33:39 2003 Page711es_ ce_tional 0 1.0-0 5-8-14 3-3-2 6-9-14 6-8-2 6-8-2 6-9-14 Scale - 1:62, 3X6 BX63.6 5X5 3x7 == 0 N 3X6 3X8 34 3X8 = 3X8 =3X6 = ZX5 11 i___q-8-14 9-1-12 36-0-05-8-14 3-4-14 6-8-2 l6-8-2 6-8-2 6-9-14Plaie-bCfse 0-5- 0 8: LO LOADING (pst) SPACING 2-0-0 CS1 DEFL In (10c) TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(I-L) 0,3o L-M Udell PLATES GRIP > 999TCDL10,0 Lumber Increase 125 BC 0,74 Vert(TQ -0,51 L-M >848 TL20 245/193FICLL0.0 Rep Stress Incr NO WB 0,80 Horz(TL) 0,11 1 n1aBCDL10.0 Code FUC2001 (Matrix) I st LC LL Min I/defl - 240 Weight: 185 lb LUMBER TOP CHORD 2 X 4 SYP No,2 BRACING BOTCHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 3-0-14 Oc purlins, except end verticals, WEDS 2 X 4 SYP No,3 ROT CHORD Rigid ceiling directly applied or 5-10-11 oc bracing. REACTIONS (Ib/sIza) 0-1498/0,3-8,1-1427/Mechanical Max Horz B-220(load case 3) Max Uplif-18-431 (load case 2), I-483(load case 3) FORCES (lb) - First Load Case onlyTOPCHORDA-B-22, B-C-3062, C-D-2815, D-E--3374, E-F--3210, F-G--3210, G41-2114, H-I--1354BOTCHORDB-0-2766, N-0-2580, M-N-2580, L-M-3374, K-L-2114, J-K-2114, I-J-69WEBSD-0-314, C-0-238, E-M-324, F-L--391, G-J-1037, D-M-906, E-L--188, G-L-1260, 1-1-J-2352 NOTES (4-5) 1) Wind: ASCE 7-98 per FRC2001; I I Omph; h-25ft; TCDL46.0psf; BCDL-6.opsf; occupancy category 11; exposure 0; enclosad;MWFRS gable end zone; cantilever left and right exposed; and vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1,33, 2) Provide adequate drainage to prevent water pending, 3) Provide mechanical connection (by others) of truss in bearing plate capable of withstanding 431 Ile uplift at joint B and 483 lb uplift at j4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements, Plates shall be of size and type shown and joint 1, 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 doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer Shall verity all design information on this street forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances, The truss designer accepts no responsibilit) for the correctness or accuracy of the design Information as it may relate to a SPeCIfiG building. Any references to job names and locations are foradministrativePurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner, 5) H26R: Right end may be attached to 2xa So.Pine BC of two or move ply girder tr ussruss with Simp son HUS28 or eq. Follow Simpson instructions for LOAD CASE(S) Standard C sea LL Z A Customer No: 11045 Customer Name: CENTEX HOMESORLANDOShop No: Contra,ctor/Job- 25091,ELkRF Date Req:0,4 ;Draw No: 53906901 H2 Job Truss Tr - u - s , 5 Type ROO ores[ Pi oducts, Inc., Burlington, NC 2-72-1 Ply Ply Con tax - 0 rl and I I I Job Reforena oplionall-- 9--600 s Feb 20 200j--MiTek —Irld[u'stries— I , Inc. Wed Apr 23 08:33,40 2003 Pago I 11-0-0 25-0-0-- 1 29-6-13 36-0-01-0-0 6-5-3 4-6-13 T — ---------- 14-0-0 4-6-13 6-5-3 Scale - 14 5A D 54 F Jx I = M L 3X6 3x8 3X8 3x6 = 3X6 3X7 9-3-14 9-3-14 113-0-0 26-8-2 I--36-0 0 B-8-2 ___I Platete ffsels X Y : —:0---3 --0--- -- 9-3-14 10-2-4]dEo:4 9'— LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (lac) I/dell PLATES GRIPTCLL20.0 Plates Increase 1.25 TC OA5 Vert(LL) 0,22 K >999 TL20 245/1 93TCDL10.0 Lumber increase 1,25 BC 0.80 Vert(T-) -0,43 K-M >999OCLL0.0 Rep Stress Iner YES WB 0.23BCDL10.0 Code FOC2001 (Matrix) Horz(TL) 0,13 I-! n/a LC LL Min Weil ® 240 Weight: 167 Ile LUMBER TOP CHORD 2 X 4 SYP No,2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 3-2-14 oc purlins. BOT CHORD Rigid calling directly applied or 7-9-2 oc bracing, REACTIONS (lb/slze) H-1427/Machanical,B-1498/0-3-8 Max Harz 0-131 (load case 4) Max Uplifil-1-328(load case 3), B-3132(load case 2) FORCES (lb) - First Load Case onlyTOPCHORDA-B-22, B-C-3046, C-D--2782, F-G--2789, G-H--3057, D-E-2829, E-F--2829ROTCHORDB-M-2749, L-M-2371, K-L-2371, J-K-2374, I-J-2374, H-1-2761WEBSC-M--309, D-M-432, F-1-440, G-6-315, E-K--443, D-K-549, F-K-544 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-25tt; 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 LIQ1-1 .33, 3) Provide adequate drainage to prevent water pending, 4) Provide mechanical connection (by others) Of truss to bearing plate capable of withstanding 328 lb uplift at joint H and . 382 lb uplift at joint B. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centeredatjointsunlessotherwisenoted. Provide bracing where Indicated and within 4' of interior joints. Bracing indicated onthissheetIstoreducebucklingofIndividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The trussdesigneracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part oftherevieworcertificationofthetrussdesigner. 6) H28R: Right end may be attached to 2x6 So.Plne BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpson Instructions for installation, LOAD CASE(S) Standard Custorner No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No Contractor/Jobe ,25091EL.A RF Date Ret DraW No:53906901 H3 Iruss lype Qty Ply Centex-Oilando/2509-Adskh4IT•_j 53906901 114 HOOF TRUSS 11 I Products, Inc-, Burlington, NC 27215, Reference atfo 5, 000 a Feb 20 2003 MiTek Industries. Inc. We Apr 23 06:33:40 2003 Page, 1 13- 0-0 1- 0-0 6-5-3 6-6-13 10-0-0 6-6-13 6-5-3 Scala- t6l 5X6 = 21111111111 3V M L K i 1 1 3X7 3x6 3X6 3xb 3x8 = US l--- R'0"_--i'__ 18-0-0 9- 3-14 8-8-2 8-8-2 Plate _ Offs!OU_XYED#_0 1, __F,0_-30.6-2.4 L F, LOADING (psf) SPACING 2-0-0 I CS1 DEFL in (loc) I/defl PLATES TCLIL 20.0 Plates Increase 1,25 TC 0,54 Vert(LL) 0 18 TCDL lomK >999 TL20 Lumber increase1.25 BC 0.79 Vert(TL) -0,39 K-M >999 BCLL 0.0 Rep Stress Incr YES WB o. 1 a Flarz(TL) 0,13 1-1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/clefl - 240 Weight: 171 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 REACTIONS (lb/ size) H-1427/Mechanical, B-1498/0-3-8 Max Horz 0-1 49(load case 4) Max Upliftl- 1-319(loacl case 5), B,989(load case 4) BRACING TOP CHORD Sheathed or 3-1-1 oc purlins. BOT CHORD Rigid coiling directly applied or 7-8-115 oc bracing, FORCES (1b) - First Load Case only TOP CHORD A-B-22, B-C-3071, C-D-2769, F-G-2776, G-H-3081, D-E-2365, E-17-2365 BOT CHORDB-M-2777, L-M-2174, K-L-2174, J-K-2176, I-J-2176, H-1-2788 WEBS IC- M-394, D-M-552, F-1-560, G-1-400, E-K-252, D-K-284, F-K-280 NOTES (5- 6) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001 11 Omph; h-251t; TCDL-6,0psf; BCDL-6.Dpsf; occupancy category 11; exposure B; enclosedAiWFIFIS gable end zone; cantilever leftandrightexposedendverticalleftandrightexposed, -Lumber DOL-1,60 Plate grip DOL41,33. 3) Provideadequatedrainagetopreventwaterponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 319 lb uplift at joint H and 389 lb uplift at joint B. 5) TrussshallbefabricatedperANSI/'rPI 1-95 quality requirements. Plates shall be of size and type shown and centered at jointsunlessotherwisenoted, Provide bracing where indicated and within 4" of Interior joints, Bracing indicated on this streetIstoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information an this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer acceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding, Any references to job names and locations are for administrative purposes only and are not pail of the revieworcertificationofthetrussdesigner. 6) 1- 1281"1: Right and may be attached to 2x6 So, Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow SimpsonInstructionsforInstallation, LOAD CASE( S) Standard T A cl" IT: Customer No: 11045, Customer Name: CENTEX;HOMES A ORLANDO, - Shop o N: Contractor/Job: 2509 EL. - 1,.,Draw No:53906901 H4 Job Truss 53906901 H5 buss Type ROOFTRUSS 'NOW uct s,. Inc , B u i Ii n0Cbft—'-.Re492 I&7—JOH0 1 11 s Feb 20 2003 MiTek Inc am es, Inc. Wed Apr 23 08:33:41 29- 6-13 36-0-0 1- 0-0 6-5-3 5-5-10 3-1-2 6-0-0 3-1-2 5-5-10 r Scala - i:w s 0o Fly 5X6 5. 9 -: F 5X6 F 3x7 N IA L K J 3x7 3X63x8 = 5XI0 = 3X8 3X6 9- 3 14 16-0-0 26-8-2 8- 8-2 8-872 9-3-14 0. 0-3-01- z0- 2 - 4-00-3-0 LOADING (psf) SPACING 2-0-0 CS1 ®EFL in (locL ) Well PLATES TCLL 20,0PlatesIncrease1.25 TC 0.43 Verl(I-L) -0,17 >999 TL20 GRIP245/193 TCDL 10.0LumberIncrease1,25 DC 0.78 Vert(TI-) -0,38 I-J >999 BOLL 0.0RepStressIncrYESWB0,66 Horz(TI-) 0.13 1 n/a BGDL 10,0CodeFBC2001 (Matrix) 1st LC LL Min Well 240 Weight: 183 lb LUMBER BRACING TOP CHORD 2X4SYPNo,2 DOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-1 oc purlins. WEBS 2 X 4 SYP No.3 DOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. REACTIONS (Ib/size) B-1498/0-3-8,1-1427(fvlechanlcal Max Herz B- 1 68(load case 4) Max UP) iftB- 413 (load case 4),I--343(load case 5) FORCES (lb) - First Load Case only TOP CHORD A-B- 22, B,C--3063, C:D--2770, D-E--1983, F-G-1963, G-H--2778, H-1-3073, E-F--2021 BOT CHORD B-N-2768, M-N-2265, L-M-2265, K-L-2268, J-K-2268, I-J-2779 WEBS C-N--371, D-N-4913, G-J-504, H-J--377, E-L-505, F-L-504, G-L-5913, D-L--593 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98 per FBG2001; 11 Omph; h-25ft; 7'CDL-6.Opsf; BCDL-6.opsf; occupancy category 11; exposure 0; encloseo;MWFAS gable end zone; cantilever left and rightexposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1 .33. J) Provide adequate drainagetopreventwaterponding. 4) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint B and 343 lb uplift at joint I. 5) Truss shall befabricatedperANSI/ -PI 1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwisenoted. Provide bracing where Indicated and within 4" of Interior joints. Bracing indicated on this sheet Is toreducebucklingofIndividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding: Any referencestojobnamesandlocationsareforadministrativepurposesonlyandarenotpartofthereviewor certificationofthetrussdesigner, 6) H28R: Right end may be attached to 2x8 So,Plne BC of two or more ply girder truss with Simpson HUS26 or eq. Follow Simpson Instructions forinstallation, LOAD CASE(S) Standard Customer No: 11045, Customer Name: CENTEX HOMES ORLANDO Shop No: Contractor/Job: 2509 EL.A RF, Date, Req:--- Q Draw No:53906901hb Jon "U58 Truss Type -6-ty plyCentex-0i'lando/2509-A/js 53906901 H6 RE RUSE 1 1 Universal Ptrest Job- Reference Lop Ion ILc., Burlington, NC 0-215, Jeff Kerr 5.000 s Feb 2d2003 MiTek Industries, Inc. Wed Apr H I 17-0-0 19-0-0 24-1-2 29-6-13 36-00 1-0-0 6-5-3 5-5-10 5-1-2 2-0-0 5-1-2 5-5-10 6-5-3 5. Oo 1-i fte = 5x6 E F Scale - 1:61 K J 3030 = 30 US = Us 1------9-3J4 -Q-_ _O _0 "o 9-3,14 8-8-2 I 9-3-14 0-2-4 F 0-3-0,09-2-_IL -0 0.3-01 LOADING (psf) SPACING 2-0-0 CS1 TCLL DEFL in (lac) I/defl PLATES20.0 Plates Increase 1.25 TC 0.44 Vert(LL) 0,17 L- >999 TL20 GRIP 245/193TCDL10.0 Lumber Increase 1,25 BC 0.78 Val t(TL) -o.38 I-i >999BCLL0.0 Rep Stress Incr YES W B 0,75 Horz(]-L) OA3 1 n/aBCDL10.0 Code FOC2001 (Matrix) 1st LC LL Min I/defl ® 240 Weight: 183 lb LUMBER BRACINGTOPCHORD2X4SYPN,,2 TOP CHORDBETCHORD2X4SYPNo2 Sheathed or 3-3-0 oc purlins. WEBS 2 X 4 SYP No,3 DOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing, REACTIONS (Ilb/sIze) B-1496/0-3-8,1-1427/Meelianical Max Horz B-I 66(load case 41) Max UplittB--435(load case 4),I--364(load case 5) FORCES (lb) - First Load Case OnlyTOPCHORDA-B-22,B-C--3057,C-D--2773,D-E--1947,F-G--1947,G-H--2780,Fi-1--3067,E-F--1812BOTCHORDB-N-2762, M-N-2276, L-M-2278, K-L-2281, J-K-2261, I-J-2773WEBSC-N-353, D-N-484, G-J-491, H-J--359, E-L-524, F-L-523, G-L-696, D-L--693 NOTES (5-6) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-251`1; TCDL-6.opsf; BCDL 6.Opst; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 435 lb uplift at joint B and 364 lb uplift at joint 1, 5) Truss shall be fabricated per ANSI/1-PI 1-95 quality requirements. Plates shall be of size and type shown and centeredatjointsunlessotherwisenoted, Provide bracing where Indicated and within 4" of interior joints. Bracing indicated onthissheetIstoreducebucklingofIndividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfor, the overall building design, Building Designer shall verity all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances, The trussdesigneracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part oftherevieworcertificationofthetrussdesigner, 6) 1-12611: Hight end may be attached to 2x8 So,Pine BC of two or more ply girder truss with Simpson VIUS28 or eq, Follow Simpson instructions for installation. LOAD CASE(S) Standard I C 1Z 1'U C\J1 Custoo.mer Name: CENTEX, HOMPQ nr',LANDO Shop Nw Contractor/Job-. 2509, EL.A RF 11, D-ate'Req--- o:53906901 H6 MM ROOF TRUSS ando/2509-A/jsk/4-T9.3 Referencelci ptionallestProducts,1ric, B 20 Job u Inglon, C 27215, J- 5.000 s Feb T—e k—Industries, —Inc. Wed Apr 23 0 8:3 3:4 2 2003 ff N tQJ -0-0 6-0-r) 1-0-0 65-3 Jr -Jr_ 6-1-2 6-1-2 5-5-10 6-5-3 6.00 fff A M L K J 1 3X6 = 3X8 = 3X8 ZZ 3X8 = 3x6 9-3-14 Q 0 8-6-2 9-3-14NI1-0IfsetSffYL '0-4-0 0-3-0c -rLOADING psf) SPACING 2-0-0 C-5 I TCLL 20.0 Plates Increase 1.25 TC 0.44 DEFL in (loc) I/defl PLATES GRIP Lumber Increase 1.25 BC 0.79 TCDL 10.0 Vert(LL) o,18 K >999 TL20 245/193 Verl(TL) -0,39 H-1 >999 BCLL0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.13 H n/a 13CDL10.0 Code FOC2001 (Matrix) I st LC LL Min I/dell - 240 Weight: 174 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP No-2 TOP CHORD Sheathed or 3-3.0 oc purlins. WEBS 2 X4 SYP No,3 DOT CHORD Rigid coiling directly applied or 6-11-8 oc bracing, REACTIONS ( lb/size) B-1498/0-3-8, H-1427/Mechanical Max HorzB-195(load case 4) Max Uplift B--444(load case 4), H--374(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD A®B-22. B-C-3056, C-D--2773, D-E--1944, E-F--1944, F-G-2781, G-H--3066 130TCHORDB-M-2760, L-M-2281, K-L-2281, J-K-2284, I-J-2284, H-1-2772 WEBSC-M--349, D-M-481, D-K--704, L-K-1052, F-K--708, F-1-489, G-1-355 NOTES ( 4-5) 1) Unbalanced roof live loads have been considered for this design, 1 2) Wind: ASCE 7-98 per FBC2001; I 10mph; h-25ft; TCDL-6.0psf; BCDL-6.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantileverleftandlightexposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1.33, 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 444 lb uplift at joint 0 and 374 lb uplift at joint H. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. ProvidebracingwhereIndicatedandwithin4' of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does notreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on Oils sheet for conformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responslbllity forthecorrectnessoraccuracyofthedesigninformationasof the review o itmay relate to a specific building. Any references to job names and locations are for administrativePurposesonlyandarenotpart5) H28R: Right end may be attached to 2x8 So,Pine BC of two r certification of the truss designer, Installation; or more ply girder, truss with Simpson HUS28 or eq. Follow Simpson instructions for LOAD CASE(S) Standard Customer No: 11045: Customer Name: CENTEX wrIll'ifilzi-1, "RLANDO ShopNo: 'Contractor/Job:2509EL. ARF Date 'Req—.,,, I, DrawNo:53906901 T7 fuss Truss Type y " P Y T max- 53906901 1 H9 Roo;j--' I bst Products, InE7,13urilngtDn, NC 272f-5, Jeff P<err 5,000 s Feb 2b--M03 MiTek Industries, Inc. Wed Apr 23 06—,33 24-1-2 29-6.13 6-1101-0-0 6-5-3 5-5-10 5-1-2 2-0-0 5-1-2 5-5-10 6-5-3 1-0-0 Scale - 1 5, Do F1 2- 5X6 = 5x6 = 30 3V 5X12 3X8 = 3X6 9314 18-0-0 9-3-14 8-8-2 — I26-0-2 — 36-0-0 Plate Offsets 2:9 0 0-2-41, G; -0 0-3-01 LOADING (pst) SPACING 2-0-0 CS1 DEFLTOLL20,0 Plates Increase 1.2in ( loc) I/defl 5TOOA2Vert(LL) 0.17 M >999 BOLL. TCDL im Lumber Increase 125 0C 0.70 Vert(TL) -0.38 M O >9BOLL.0.0 Hep Stress Incr YES WEI 0.74 BCDL10.0 Cod® F13C2001 (Matrix) Horz( TL) O 13 1 n/a I st LC LL Min Well - 240 LUMBER TOP CHORD 2 X 4 SYP N0.2 ROT CHORD 2 X 4 SYP N0.2 WEBS 2 X 4 SYP N0.3 REACTIONS ( lb/size) B-1497/0-3-8,1-1497/0-3-8 Max Horz B-- I 78(load case 5) Max Up llftB--434(load case 4),)--434(load case 5) PLATES GRIP 1- 1-20 245/193 Weight: 185 lb BRACING TOP CHORD Sheathed or 3-3-6 oc purlins, BOTCHORDRigidceilingdirectlyappliedor 7.1-9 oc bracing. FORCES ( lb) - First Load Case only TOP, CHORD A-B-22, B-C-3054, C-D--2770, D,E--1944, F-G--1944, 0-1-1-2770, H-1-3054, I-J-22, E-F--1 809 BOTCHORDB-0-2759, N-0-2275, M-N-2275, L-M-2275, K-L-2275, I-K-2759 WEBSC- 0-353, D-07484, G-K-484, H-K--353, E-M-523, F-M-523, G-M-1593, D-M--693 N NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; I I Omph; h-25ft; TCDL-6.opsf; BCDL-6.0pst; occupancy category 11; exposure B; enclused;MWFAS gable end zone; cantileverleftandrightexposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-I .33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 434 lb uplift Plittat joint B and 434 lb uplift at joint I. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Providebracingwhereindicatedandwithin4' of interior joints, Bracing indicated on this sheet is to reduce buckling of individual members only and does notreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all design information on this sheet for conformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibllit forthecorrectnessof, accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard LO f r% ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO r% Shop No., ------ ,ontractor/Job: 2509!'EL.A RF,, Date Regal Draw No:53906901H9 fuss I Truss y I Gentex-0i Iando/2509-A/Jsk/4,1 t-3 53906901 HIO ROOF" 1 L Job tReference (op 191al)Universal st ,Inc., Burlington, NC 2721, jellKerr5.000 s Feb202003 MiTek Industries,Jnc. Wed Apr 2_3_6_8:_3343 260-3—P—age 1 I 5 a 0 21-0-0 24-1-2 29-6-13 36-0-0 17-0-0 1-0-0 6-5-3 5-5-10 3-11-2 6-0-0 3-1-2 5-5-10 6-5-3 1-0-0 Scale - 1: 61 oo ri — 2 5X6 6X6 5X8 E F L K 3X7 3X6 = 3x85X103X8Us = 4 18- 0-0 9-3- 14 8,8-2 f 8- 0- 2 9-3-14 JI 2- . 0 4• 0-3- LOADING (psi) SPACING 2-6 0 CS1 DEFL in (Ioc) Ildefl PLATES GRIP TCLL 20. 0 Plates Increase 1,25 TC 0.41 Vert(LL) -0,17 M >999 1120 245/193 TCDL lom Lumber Increase 1.25 BC 0,70 Vert(TL) -0_38 m-o >999 BCLL 0.0 Rep Stress Incir YES WB 0.65 Horz(TL) 0.13 1 n/a BCDL 10,0 Code FBC2001 (Matrix) I st [_C LL Min I/defl - 240 Weight: 184 lb LUMBER TOP CHORD 2 X 4 SYP No-2 BRACING BOT CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or,9-3 7 oc purlins WEBS 2 X 4 SYP No,3 130T CHORD Rigid ceiling directly applied 'or 7-5-5 oc bracing, REACTIONS (lb/ size) B-1497/0-3-13, 1-1497/0-3-8 Max 11orz B_-i 59(load case 5) Max UpliftB-- 413(load case 4), 1--413(load case 5) FORCES (lb) - First Load Case Only TOP CHORDA-B-22, B-C-3060, C-D--2768, D-E--1980, F-G--1980, G-H-.2768, H-6-3060, I-J-22, E-F--2018 BOT CHORDB-0-2766, N-0-2262, M-N-2262, L-M-2262, K-L-2262, I-K-2766 WEBS C-0--371, D-0-496, G-K-496, 11-K--371, E-M-504, F-M-504, G-M--593, D-M--593 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Ornph; h-25ft; TCDL-6.opsf; BCDL-6.Opsf; Occupancy category 11; exposure B; encIosed;MWFRS gable end zone; cantilever leftandrightexposed ; end vertical left and right exposed -,Lumber DOL-I,bo plate grip DOL-1,33, 3) Provideadequatedrainagetopreventwaterponding. 4) Providemechanicalconnection (by others) of truss to bearing 95 quality requirements, Plates shall be of size and type shown arid centered at joints unless otherwise noted. 5) TrussshallbefabricatedperANSIfTPIiplatecapableofwithstanding413lbupliftatjointBand413lbupliftatjointI. 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 replaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information an this sheet for conformance withconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responslbility for thecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding, Any references to Job names and locations are for administrative purposesonlyandarenotpartoftherevieworcertificationoffiletrussdesigner, LOAD CASE( S) Standard Customer No: 11045 !Customer Name: C I ENTEXHOME_ qrO : R LANDO Shop No Contractor/Job: 2509.1i,,EL.A'RF DateRei .-.,--,--,[draw No:53906901 H10 IY I Ply I Centax-Orlan-d-o—/2-5-09- L— — 1crnalL14No —ducts, In a —B urli n-9L _2p _ _ 5.000 s Feb 262603 MR-ek Industries, Inc. Wed Apr 23 08 dj--44 36-0-01-0-0 6-5-3 6-6-13 10-0-0 6-6-13 6-5-3 1-0-0 80010 - 1;Gi 2x3 11 5XG = t46 3x73X53X83XG 36-0-09-3-14 ---113-8-2 9-3-14 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) Well PLATES GRIPTCLL20,0 Plates, Increase 1 25 TC 0,40 Vert(LI-) 0,18 L >999 1-1-20 245/193TCDL10.0 Lumber Increase 1,25 BC 0.70 Vert(TI-) -0-39 L-N >999BCLL0.0 Rep Stress Incr YES WB o,18 Horz(TL) 0,13 H n/aBCDL10'0 Code FBC2001 (Matrix) I st LC LL Min Weil - 240 Weight: 173 lb LUMBER TOP CHORD 2 X 4 SYP No,2 BRACING 130T CHORD 2 X 4 SYP No,2 TOPCHORD Sheathed or 3-3-10 oc purlins, WEBS 2 X 4 SYP No,3 BOT CHORD I Rigid ceiling directly applied or 7-9-8 oc bracing, REACTIONS (lb/size) B-1497/0-3 13,1-1-1497/0-3-8 Max Horz B--1 41 (load case 5) Max UpliftB--389 (load case 4), H--369(foad case 5) FORCES (lb) First Load Case Only TOP CHORD A B-22, B-C--3068, C-D-27613, F-G-2766, G-H--3068, 1-1-1-22, D-E--2362, E-F--2362BOTCHORDB-N-2775, M-N-2171, L-M-2171, K-L-2171, J-K-2171. H-J-2775WEBS I C-N-394, D-N-552, F-J-552, G-J--394, E-L-251, D-L-282, F-L-282 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-96 per FBC2001; 11 Ornph; h-25ft; TCDL-6,Opsf; BCDL-6.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33, 3) Provide adequate drainage to prevent water pondinc. 4) Provide mechanical connection (by others) of truss g 95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted, 5) Truss shall be fabricated per ANSI/TPI I to bearing plate capable of withstanding 389 lb uplift at joint B and 389 lb uplift at joint H, Provide bracing where indicated and within 4' of interior joints, Bracing indicated on this sheet Is to reduce buckling of Individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationasItmayrelatetoaspecificbuilding. Any references to job names and locations are foradministralivepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard J C- U X Custom er No: 11045 Custo,me r Name:, CENTEX HOMES, --OR LANDO ShopNo:- Contractor/Job: 2509' Date,Req:O EL.'A RF Draw No:53906901 Hi 1 Jou ' 1I Liss truss Type 53906901 V12 ROO LOW c., Burlington, N City Ply Centex-Orlando/2509 1 1 Job R—efe-rp-n—ctLop- Lkil 0 s Feb 20 2003 MiTek Industries. Inc. We( 08:33:44 2003 Page 25- 0-0--- 29-6-13 36-00 7-0-0 1- 0-0 6-5-3 4-6-13 14-0-0 4-6-13 6-5-3 1.0-0 Scala - 1;61, RM Em I I I 3x7 3x6 = 3X8 3X8 3X8 = 3 X6 26 - 11-2 9- 3-14 88-2 ets , y _LD 93- 14 Plate _;0-3-0 0-2-4] LOADING ( psf) SPACING 2-0-0 GSI DEFL In (loc) Well PLATES GRIP TCLL20.0 Plates Increase 1.25 TC 0,43 Verl(I-L) 0.22 L >999 1-1-20 TCDL10.0 Lumber Increase 1.25 BC 0,79 Verl(TL) -0.43 L-N >999 245/ 193 BCLL 0,0 Rep Stress Iner YES WO 023 Horz(TL) 0.13 H n/a BCDL10.0 Code FBC2001 (Matrix) 1st LC LL Min Well - 240 Weight: 169 lb LUMBER BRACING TOPCHORD2X4SYPN0.2 TOP CHORD Sheathed or 3-3-3 oc purlins, BOTCHORD2X4SYPNo.2 BOT CHORD Rigid coiling directly applied or 7-10-3 oc bracing. WEBS2X4SYPNo.3 REACTIONS ( lb/size) B-1497/0-3.8, H-1497/0.3-8 Max Horz B--1 22(load case 5) Max Uplift 0 --382(load case 2), H--382(load case 3) FORCES ( lb) - First Load Case Only TOP CHORD A-B-22, B-C--3044, C-D-2779, F-G-2779, G-H--3044, H-1-22, D-E--2825, E-F--2825 BOTCHORDB-N-2747, M-N-2368, L-M-2368, K-L-2368, J-K-2368, H-J-2747 WEBSC-N--309, D-N-432, F-J-432, G-J--309, E-L--443, D-L-547, F-L-547 NOTES 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-96 per FBC2001; 11 Omph; h-25ft; TCDL-6-Opsf; BCDL-(3,opsf; occupancy 'category 11; exposure B; enclused:MWFFIS gable end zone; cantileverleftandrightexposed ; end vertical left and right exposed;Lurriber DOL-1 .60 plate grip DOL- 1,31 3) Provide adequate drainage to prevent water pending. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 382 lb uplift at joint B and 362 lb uplift at joint I-j. 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. ProvidebracingwhereIndicatedandwithin4" of Interior joints, Bracing indicated on this sheet is to reduce buckling of individual members only and does notreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer Strait verify all design Information on this sheet for conformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility forthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard J I J Customer No: 11 0451:Customer Name; CENTEX, HOMES ORLANDO ShopNo: Contractor/Job: 2509-EL.A RIF Date Req:Q,--'----3 Draw No:53906901H12 JOD (cuss I russ Type i539069011i13 I niver8al Forest Products,lnc., Burlington, NC Pmnm. w 5,- 000 -sFeb 20 2003 MiTek Industries, Inc, Wed Apr 23 08:33:45 2003 0 0 --F—___ 27 0 0 3o 2-15 _q 0_ atT-" 1- 0-0 5-9-1 3-2-15 6-0-0 6-0-0 6-0-0 3-2-15 5-9-1 1-0-0 Scala - 1:61A 5x6 = 3X6 = 50 = 5XB = N M L K 3x7 US = 3X10 M111a4= US = 300 M11181-1-- 3X8 a - 0 -0 26-10-4 36-0-0 9- 1-12 8.10-4 0-10-4 9-1-12 1 D: 0-3-0 0- '0-4- LOADING ( psf) SPACING 2-0-0 TCLL 20,0 Plates Increase 1.25 CSI TC DEFL In (loc) Well PLATES GRIP TCDL 10.0 Lumber Increase 1.25 0. 36 BC 0,80 Veft( LL) 0.28 M >099 TL-20 245/193 Vart( I-L) -0,52 K-M >826 BCLL0.0 Rep Stress Incr YES WB 0,79 Horz(TL) 0.15 1 n/a BCDL10.0 y Code FBC2001 Matrix) 1st LC LL Min Well - 240 Weight: 169 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No-2 TOP CHORD Sheathed or 3-3-7 oc purlins. BOTCHORD2X4SYPNo.2 WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 6-6-14 oc bracing. REACTIONS ( lb/size) B-1497/0-3-8,1-1497/0-3-8 Max Horz B--1 04(load case 5) Max Uplift B--413(load case 2), 1--413(load case 3) FORCES ( 1b) - First Load Case Only TOP CHORD - A-B-22, B-C-30137, C-0-26113, D-E--2592, E-17-3350, F-G-2592, G-H-2813, 1-1-1-3067, I,J-22 BOTCHORDB-0-2771, N-0-3284, M-N-3284, L-M-3284, K-L-3284, I-K-2771 WEBSD-0-788, G-K-786, C-0-252, H-K--252, E-0-825, E-M-106, F-M-106, F-K--825 NOTES ( 6) 1 ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-96 per FBC2001; 11 Omph; h-251t; TCDL-6-Opst; BCDL-6,0psf; occupancy category 11; exposure B; anclosed;MWIFFIS gable end zona; cantileverleftandrightexposed ;end vat-tical left and right exposed;Lumber DOL-1.60 plate grip DOL-1 .33. 3) Provide adequate drainage to prevent water pending, 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint B and 413 lb uplift at joint I. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at'joints unless otherwise noted. Provide bracing where Indicated and within 4" of Interior joints, Bracing Indicated on thissheetistoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, 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 designeracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesignInformationasItmayrelatetoaspecificbuilding, Any references to job names and locations are for administrative purposes only and are not part of therevieworcertificationofthetrussdesigner, LOAD CASE(S) Standard QD 0IF Customer No: 110451 Customer Name: CENTEX HOMES ORLANDO, Shop No: 531 Contractor/Jo b:, 25019 EL.A RF, Date Req— 003 Draw No:53906901 H1 3' IfuI ——-` o---ssypeQtyelycentax-0Aandt25-0—9- AJjW4-19- 53906901 H14 H I I 311%20ft"` 1 1 Job Hefeje or no tional on, NC 27215, Jeff ab2020MVITk Industries, IWdA_ —Paged-0T 4-6-5 12-6-14 1- 0-0 4-6-5 2-5-11 9-6-14 5-5-2 5-5-2 5-6-14 2-5-11 4-6-5 1-0-0 s" 10 - 1 ;6i 5, 00 [-ly 7x10 = 5X6 = ZX5 11 5X8 = 5X6 = 7X10 = I N M 5X10 5X6ZZ5x67x10M11181,1= 5X6 5X6 = 1 2_ a0 7-1-12 5--5-2 5--2 5-5-2 _ __I 7- 1-12---PiWeoffsetsK( 10:- 0-320-4 01 0-5-0 0-4-ql LOADING (pst) SPACING 2-0-0 CS1 DEFL in (IoQ) Udell PLATES GRIP TCLL 20.0 Plates Increase 1.25 Tc 0.79 Vert(LL) 0,61 0 >529 TL20 2451193 TCDL 10.0 Lumber Increase 1,25 BC 0.77 Vert(TL) -1.16 0 >370 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0,21 K n/a BCDL 10.0 Code FOC2001 (Matrix) 1 st LC LL Min I/defl - 240 Weight: 221 lb LUMBER BRACING TOP CHORD2X4SYPNo.2 *Except* TOP CHORD Sheathed or 1-9-8 oQ purlins, F3 2X6SYPNo.2,1-2 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-4-2 oc bracing, BOT CHORD2X6SYPSSWEBS2 X 4 SYP No.3 *Except* W1 2 X 4 SYP No.2, W1 2 X 4 SYP No.2 W1 2 X 4 SYP No.2, W1 2 X 4 SYP No.2 REACTIONS (lb/ size) K-3079/0-3-1 0 (input: 0-3-8), 13-3079/0-3,10 (input; 0-3-8) Max HerzB-86(load case 5) Max UPlilIK- 1 129(load case 3), B-11 076(load case 3) FORCES (lb) - First Load Case Only TOP CHORDA-B-26,B-C--7065,C-D-.6987,D-E--9397,E-F--10284,F.G--10284,G-H--10284,Fi-l.-9397,1-J--6987,J-K-.7065,K-L-26 BOT CHORDB-Q-6456, P-Q-6499, O-P-9394, N-0-9394, M-N-6499, K-M-6456 WEBS D-Q-290, I-M-290, C-Q-34, D-P-3247, E-P-1253, E-0-10o1, F-0-687, 1-1-0-1001, H-N-1253, I-N-324-1, J-M-34 NOTES (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FUC2001; 110fr1ph; h-251t; TCDL-6.Opsf; BCDL-6,Opsf; occupancy categor I y 11; exposure B; onclosed;MWFRS gable end zone; cantilever leftandrightexposed ; end vertical left and right elxposed;Lurnber DOL-1,60 plate grip DOL-1.33, 3) Provideadequatedrainagetopreventwaterponding. 4) AllplatesareTL20platesunlessotherwiseIndicated. 5) WARNING; Required bearing size at joint(s) K, B greater than Input bearing size. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1129 lb uplift at joint K and 1076 lb uplift at joint [3, 7) Glidercarrieshipendwith7-0-0 end setback 6) Special hanger(s) or connection(s) required to Support concentrated load(s) 385.Olb down and 310,81b up at 29-0-0, and 385,01b down and 310.81b up at 7-0-0 on top chord. Design for unspecified connection(s) Is delegated to the building designer. 9) Truss shall be fabricated per ANSI/'FPI 1.95 quality requirements. Plates shall be of size and type shown and centered at jointsunlessotherwisenoted. Provide bracing where indicated and within 4" of interior joints, Bracing indicated on this streetistoreducebucklingofIndividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all design information on this sheet for conformance withconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer acceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the revieworcertificationofthetrussdesigner, LOAD CASE( S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads ( pit) v Vert: A- D-60.0, D-1-130,63, 1,L--60-"0, Concentrated Loads ( lb) B-K-- 43 5 Vert: D- 385.0 1-365,0 Customer NO: 11 04'5,Customer Name: CENTEX.,HOMF-q n9,LANDO Shop No:,,,-- I I Contractor/ job: 2509, ELA RF DateReq:0 Draw No:53906901H14 s 1TFuss TyR 53906901 CJ5 Hd(7FTRUSS Job Hefei pjfloralForestWro-diu—c ts-,I n-c —.,B-u d -ii 1-9 ton, NC 2721&' 7'K000 s Feb 20 2 , 003 MiTelk IWd6s_U ies, Inc, Wort Apr 23- _06-.3j_,_45 2_0_0_3P`ag-ein —We—r i afl rcr 6 Jeff Kerr [ 1' " I -' _f]I_ I 4-11 11 4-10-15 LOADING (psf) SPACING 2-0.0 CS1 DEFL in (loc) Well PLATES GRIPTCLL20,0 Plates increase 1.25 TC 0.27 Vert(LL) n/a n/a TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) o,05GCLL0.0 A >263RepStressIncrYESWBomHorz(TL) -O.00 C n/aBCDL10.0 Code FBC2001 (Matrix) 1st LC LL Min Udell - 240 Weight: 17 lb LUMBER TOP CHORD 2 X 4 SYP No,2 BRACING BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11 -11 oc purlins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C-135/Mechan1cal, B-268/0-3-8, D-48/Mechanlcai Max Herz B-1 15(load case 5) Max UPliftC--i 16(load case 5), B-77(load case 4) FORCES (lb) a First Load Case Only TOP CHORD A-0-22, B-C-42 BOT CHORD B-D-0 NOTES (3) 1) Wind: ASCE 7-98 per FLIC2001; I I Omph; h-25tt; 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-1,3312) Provide mechanical connection (by others) of floss to bearing plate capable of withstanding 116 lb uplift at joint C and 77 lb uplift at joint B, 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where Indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. 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 foradministrativePurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner, OAD CASE(S) Standard Custorner No: 11045 CustomerNan ne:1 CEN TEXHOME& ORLANDO Shop No: 5 Contractor/Job. - 2509 ,EL.A RF Kato`Req:O,i-'- Draw No:53906901 CJ5 MM I russ I ype Uty Ply HOOF SS 6 1 roducts,Inc, Burlington, NC 27215, Jeff KW--5,Obo s Feb - —M-1TekIndustries, Inc. Wed Apr 23 08:33:46 2 2-10-15 2-10-15 LOADING (Pat) SPACING 2-0-0 CS1 DEFIL in (ioc) WellTOLL20,0 Plates Increase 125 TC o,otf Vert(LL) n/a - n/aTCDL10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0,01 A >999BOLL, 0,0 Rep Stress Incr YES WB 0.00 Horz(TL) -o,00 C n/aBCDLlo.o Code FBC2001 (Matrix) 1 st LC I-L Min Well - 240, LUMBER TOP CHORD 2 X 4 SYP No-2 BOT CHORD 2 X 4 SYP No,2 REACTIONS (lb/size) C-69/Mechanical, B-194/0-3-B, D-26/Mechanical Max Herz B-73(load case 5) Max UpliftC--66(load case 5), B-84(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-21 DOT CHORD B-D—O scale ® 1:7 2- 1 1111 0-0-12 PLATES GRIP TL20 245M 93 BRACING TOP CHORD Sheathed or 2-11 -11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 uc bracing, NOTES (3) 1) Wind: ASCE 7-98 per F13C2001; 11 Orrph; h-25ft; TCDL-6.0psf; BCDL-6,Opst; occupancy category 11; exposure B-, onclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint C and 134 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 doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibilitforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoagpecificbuilding. Any references to job names and locations are foradministrativePurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner, LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No, Contractor/Job: 2509,:EL.kRF Date` Req: 003 Draw No:53906901i(;J3-,, MM ld=Im x-Orlando/2509-AAsk/4-19-3 Job Reference (2ptionaj Inc., Burlington, NC 27211 67 ---5,006sFeb 20 2003 MiTe—kin—dusirles, Inc. W©d Apr 23 08: Jeff R. 1 A LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loo) WellTCLL20.0 Plates Increase 1,25 TC 0.06 Vert(LL) n/a - n/aTCDL10.0 Lumber Increase 1.25 BC 0,00 Vert(TI-) 0.00 A >999RCLL0,0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/aBCDL10.0 Code FBC2001 (Matrix) 1 st LC LL Min Well - 240 LUMBER TOP CHORD 2 X 4 SYP NO,2 BOT CHORD 2 X 4 SYP No.2 MUNIMM, 0-0-12 PLATES GRIP TL20 245/193 Weight: 5 lb BRACING TOP CHORD Sheathed or 0-11 -11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (lb/size) 8-133/0-3-8, E-9/1viechanical, C-O/Mechanical Max Horz B-41 (load case 4) Max UpliftB--1 02(load case 4),,C--27(load case 5) Max GravB_133(load case 1), E-9(load case 1), C-29(load case 4) FORCES (1b) - First Load Case Only TOP CHORD A-B-21, B-C-26, C-D--4 E30T CHORD B-E-0 1) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-251t; TCDL-6,0psf; BCDL-6,0psf; occupancy category 11; exposure B; anclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1,33, 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint B and 27 lb uplift at joint C, 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing where Indicated and within 4" of interior joints, Bracing indicated our this sheet Is to reduce buckling of Individual members only and doenotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all design information on this street faiconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances, The truss designer accepts no responsibiliforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job narnes and locations are foradministrativepurposesonlyandarenotpailoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard ft Customer No:,11045 Customer Name: CENTEXHOMES ORLANDO Shop No:: Contractor/Job: 25091EL.A'RF- Date Req:O''M Draw No:53906901CJ1, Job Truss Truss Type Qty Ply Qentex -U'1-uao/et)ua A&b;eno/jsKtb-e-.j 53909467 FT 1 F irne a9tLoneto-Re-e-r-ebanal Univ ersal rversalForest Products,lnc,, Burlington, NC 27215, Jeff Kerr 5=0 s Feb 20 2003 MiTek Industries, Inca Mon Jun 02 07:34:25 2003 Page 6EME 3x6 FP= A B C D E F G H i K L M N 0 P Q R L Sir S11 S I S 1 el _ 7 - ----- ----- 81, Us FP 20- 10-8 LOADING ( psf) SPACING 2-0-0 CS1 DEFL in fee) I/defl PLATES GRIP TCLL 40,0 Plates Increase 1A0 TC 0,05 Vert(LL) n/a n/a TL20 245/193 TCDL 10,0 Lumber Increase 1,00 BC aol Ved(TI-) n/a n/a I3CLL OD Rep Stress Incr YES WB 0.03 Horz(TL) 0,00 S n/a BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min I/defl 360 Weight: 91 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No,2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, ROTCHORD4X2SYPNo,2 BOT CHORE) Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS4X2SYPNo.3 OTHERS 4 X 2 SYP No.3 REACTIONS ( lb/size) A,J=53/20-10-8,5=27/20-10-8,AI=146/20-10-8,AH=147/20-10-8,AG=145/20-10-8,AE=144/20-10-6,AD=147/20-10-8,AC=147/20-10-8, AB= 147/20-10-8,AA=147/20-10-8,Z=147/20-10-8,Y=147/20-10-8,X=147/20-10-8,W=147/20-10-8,V=145/20-10-8,U=152/20-10-8,T,118/20-10-6 Max Herz AJ=3(foad case 1) FORCES ( lb) - First Load Case Only TOP CHORD AJ-AK=-48, AK-AL=-48, A-AL=-48, S-AM=-22, AM-AN=-22, R-AN=-22, A-B=-3, B-C=-3, C-D=-3, D-E=-3, E-F=-3, F-G=-3, G-H=-3, H-I=-3, I-J=-3, J-K=-3, K- L=-3, L-M=-3, M-N=-3, N-O=-3, O-P=-3, P-Q=-3, Q-R=-3 ROT CHORD Al-AJ=0, AH-AI=O, AG-AH=O, AF-AG=O, AE-AF=3, AD-AE=3, AC-AD=3, AB-AC=3, AA-AB=3, Z-AA=3, Y-Z=3, X-Y=3, W-X=3, V-W=3, U-V=3, T-U=3, S-T=3 WEBS B-Al=-133, C-AH=-134, D-AG=-133, E-AE-133, F-AD-133, G-AC=-133, H-AB=-133, I-AA=-133, J-Z=-133, K-Y=-133, M-X=-1 33, N-W=-134, O-V=-132, P- U=-138, Q-T=-1 10 NOTES ( 6) 1) All plates are 1,50 TL20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing, 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc, 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Truss shall be fabricated per ANSIqPI 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 street 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 A: C14 2. Z' Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/ Job: 2509 A&B FLR Date Req:06/04/2003 Draw No:53909467FT1 Job----- Truss- 53909467 FT2 Universal Forest Producis,lnc., B 5x4 t50 1,50 A y x U5 B Truss TjUMM-4m, M -- FLOOR on, NO 27215, Jeff Kerr 1- 1-4-6 1 30 == 3x6 FP= 3x3 = 1.5x3 11 3x3 G D F F CA 11 Ply Centex-Orlando/2.51J9 A&1d;euaiJSK/b- Z-j 9 1 JobL ........ (apj L0rralJ____ 5.000 a Feb 20 2003 MiTek Industries, Inc, Mon Jun 02 07:34:25 20OS-Page -1- Scale - 1:34,6 5x4 3X3 30 3x5 --- 1.50 14 1 1 W Z 1L5X3 11 5X5 3x5 = 3x3 = 3x3 = 1.5x3 11 3x1Q M1118H FP= 3X3 = 3x5 = 5x5 = 3x3 W = LOADING (p,' SPACING 2-0-0 TOLL 40.0 Increase 1.00 TCDL 100Lumber Increase 1.00 0 BOLL0:Rep Stress Incr YES BCDL 5.0 Code FBC2001 LUMBER TOP CHORD 4 X 2 SYP No.2 BOT CHORD 4 X 2 SYP SS WEBS 4 X 2 SYP No.3 20- 10-8 CS1 DEFL in loc) Well PLATES GRIP TO 0.71 Vert(LL) -0,44 Q-R >558 TL20 245/193 3' ' ' Ved(TI-) 0.61 Q-R >407 W B N60 Horz(TL) 0.10 L n/a Matrix) 1st LC LL Min I/dell = 360 Weight: 107 lb BRACING TOP CHORD Sheathea or 5-3-13 oc purlins, except end verticals. BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing. FORCES ( lb) - First Load Case Only TOP CHORD W-X=-1 124, X-Y=-1 124, A-Y=-1 124, L-Z=-1 119, K-Z=-1 118, A-13=-1108, B-C=-2867, C-D=-4048, D-E=-4048, E-F=-4769, F-G=-4769, G-H=-4679, H-6-4085, I-J=- 29119, J-K=-1 160 BOTCHORD V- W=O, U-V=2144, T-U=3597, S-T=4494, R-S=4769, Q-R=4769, P-Q=4527, O-P=4527, N-0=3622, M-N=2189, L-M=58 WEBS K- M=1498, A-V=1505, J-M=-1431, B-V=-1442, J-N=1016' B-1-1=1033, I-N=-977, C-U=-988,1-0--644, C-T=627, H-O=-615, E-T=-620, H-Q=21 1, E-S=374, C-A- Q=-1 23, F-S=-I 64, G-R=-81 NOTES (4) 1) All plates are TL20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-116d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards, 4) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall 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 it to 411 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/Job: 2509 A&B FLR Date Req:06/04/2003 Draw No:53909467FT2 I Job Truss Truss Type Oty Ply Centex -Orlando/2509 A&B2nd/jsk/6-2-3 53909467 FT3 FL Inh Rn4n rnn..n 1.,..4in..nn Inc. Mon Jun 02 07:34:26 2003 Page A 13 G D E F Q H I J K LOADING (psf) SPACING 2-0-0 TCLL 40.0 Plates Increase 1.00 TCDL 10.0 Lumber Increase 1.00 BCLL 0.0 Rep Stress [nor YES BCDL 5.0 Code FBC2001 LUMBER TOP CHORD 4 X 2 SYP No.2 BOT CHORD 4 X 2 SYP No.2 WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 12-10-0 T 12-10-0 OSI DEFL in ioc) I/deft PLATES GRIP TC 0,05 Vert(LL) n/a n/a TL20 2451193 BC 0.01 Vert(TL) n/a n/a WB 0.03 Horz(TL) 0.00 L n/a Matrix) 1 st LC LL Min I/dell = 360 Weight: 57 lb BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) V=53/12-10-0, L=24/12-10-0, U-146/12-10-0, T=147/12-10-0, S=147/12-10-0, R=147/12-10-0, 0=147/12-10-0, P=147/12-10-0, 0=145/12-10-0, N=152/12-10-0, M=116/12-10-0 FORCES (lb) - First Load Case Only TOP CHORD V-W=-4€3, W-X=-46, A-X=-49, L-Y=-19, Y-Z=-19, K-Z=-19, A-B=-3, B-C=-3, C-D=-3, D-E=-3, E-F=-3, F-G=-3, :-H=-3, H-I=-3, 1-J=-3, J-K=-3 ROT CHORD U-V=3, T-U=3, S-T=3, R-S=3, 0-R=3, P-0=3, O-P=3, N-0=3, M-N=3, L-M=3 WEBS B-U= 133, C-T=-134, D-S=-133, E-R=-133, F-0=-133, G-P=-134, H-0=-132, I-N=-136, J-M=-106 NOTES (6) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) Gable requires continuous bottorn chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3.16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall 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 CD X f WT l h Job Trussuss Truss Type 53909467 FT4 FLOOR Universe! Forest Praduots,lne., Burlington, NO 27215 1 City PI, Centex-Qllando/2509 A&K2ud/JSK/ Job Referents a tional 5.000--s Feb 2 2003 MiTek Industries, Inc. Mori Jun 02 07:S426 2063 Pa 9 1 N I&I 13 1.5x3 11 1'5x3 11 1.5x3 01,50 11 D1'5x3 11 E1.5X3 11 F 1.5x3 1.5X3 11 1 5x3 11 1-5X3 11 1.50 11 1 50 11 1.5X3 11 LOADING (psf) SPACING 2-0-0 CS1 DEFL in fee) I/dofl PLATES GRIP TCLL 4C)'0 Plates Increase 1.00 TC 0.07 Vert(LL) n/a n/a TL20 245/193 TCOL umber Increase 1,00 BC 0.02 Ved(TI-) n/a n/a 8CLL 0'00 Rep Stress Incr YES WEI 0D3 Horz(TL) 0.00 G n/a BCDL 5D Code FBC2001 Matrix) 1st LC LL Min Wolf = 360 Weight: 32 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No,2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No,3 REACTIONS (lb/size) L=59/6-11-0, G=70/6-11-0, K=139/6-11-0, J=150/6-11-0, 1=143/6-11-0, H=160/6-11-0 FORCES (ib) - First Load Case Only TOP CHORD L-M=-51,M-N=-51,A-N=-51,G-O=-63,0-P=-63,F-P=-63,A-B=-8,B-C=-8,C-D=-8,D-E=-6,E-F=-8 BOT CHORD K-L=8, J-K=8, I-J=8, H-1=8, G-H=8 WEBS B-K=-129, C-J=-135, D-I=-130, E-H=-146 NOTES (5) 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i,e, diagonal web). 3) Gable studs spaced at 1-4-0 oc, 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 or; and fastened to each truss with 3-16d nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Truss shall be fabricated per ANSIfTPl 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 .4 Al Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/Job: 2509 A&B FLR Date Req:06/04/2003 Draw No:53909467FT4 I Job Truss Truss T 53909467 FT5 FLOOR Untversaf Forest 6-ts-, In c-.,- Bur I in gto-n,-N-C---2--7-2 Qly Ply I Centex-Orlando/2509 A&L3ZnrA1jsK/b- 2-3 Jot) Reference o tonal) 00 s Feb M 2003-MM601-rid-d-s-tries, Inca Men Jun 02-67-,34-'.27 2 5x4 1 5x3 1.5x3 A x W U4 = 3x3 B G Us 3x6 FP = 1,5x3 11 1,5X3 11 3x3 D F 1: n V4 Scale: 319"-1 5X4 1 5X3 - 3x33x4 Z y 1.5X3 11 5x5 == 3x4 = 3x3 = 30 = 30 = 3x3 = 300 M1118H Fl`= 5x5 = 1,5x3 11 3x4 19-2-0 a LOADING (psi) SPACING 2-00 CSI DEFIL in loc) I/defI PLATES GRIP TOLL 4()'0 Plates Increasea 1.00 TC 0.37 Vort(LI-) -0.31 Q-R >719 TL20 245/193 TCDL 10.0 Lumber Increase 1,00 BC 0,96 Vert(TL) -0.43 Q-R >523 BOLL 00 Rep Stress Inar YES WB 0,55 Horz(TL) 0.08 L n/a BCDL 5.0 Code FBC2001 Matrix) 1 st LC I-L Min I/deft = 360 Weight: 99 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals- BOT CHORD 4 X 2SYP No.2 BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing, WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) L=1034/0-8-0,V=1034/0-80 FORCES (lb) - First Load Case Only TOPCHORD V-W=-1027, W-X=-1027, A-X=-1027, L-Y=-1027, Y-Z=-1027, K-Z=-1027, A-B=-1003, B-C=-2578, C-D=-3550, D-E=-3550, E-F=-3998, F-G=-3998, G-H=-c H- I=-3550, I-J=-2578, J-K=-1003 BOT CHORD U-V=0, T-U=1938, S-T=3192, R-S=3882, Q-R=3998, P-Q=3882, O-P=3192, N-0=3192, M-N=1936, L-M=O WEBS K-M=1 364, A-U=1 364, J-M=-1 300, B-U=-1 300, J-N=890, B-T=890, I-N=-854, C-T=-854, I-P=498, C-S=498, H-P=-461, E-S=-4611, H-Q=1 58, E-R=I 58, F- R=-90, G-CI,---90 NOTES ( 3) 1) All plates are TL20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicate(] and within 4" of interior joints. Bracing indicated on this street 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 na mes and locations are for administrative purposes only and are not part of the review or certification of the truss designer, LOAD CASE(S) Standard E A RBURMIRM 91KRIORWIT11-11 0*2 2 11 0 0 M to 2 153909467 IFT6 russ I ype 5 FLOOR* ww line., Burlington, NC 27215, Jeff Kerr City Ply Centex-Odando/2509 A&B2nd/jsk/6-2-3 3 Job Reference option I 5,000 a Feb 20 2003 MiTek Industries, Inc, Mon Jun 02 07: 5x4 1.50 A I w 1-0-0 -1 3x3 3x4 == 30 = Us FP- 1.50 11 1.5X3 11 3x3 B C D E F G H Scale: 3/8"-1 5x4 = 1'5X3 30 3x4 1.5x3 = I i K y x 3x3 = 5X5 = 3x4 r30 == 3X3 = 3X3 == 3x10 M1118H FP= 3x4 = 5x5 = 1,5X3 11 3x3 9M i .. 19-3-0 1_-1-2-9-0 L_ 15-3-0 17-9-0 19-3-0 19-3-0 LOADING (psf) SPACING 2-%00 CCS I DEFL in fee) Ildef] PLATES GRIP TCLL 40,0 Plates Increase 1 T 038 Vert(LL) -032 R >704 TL20 245/193 TCDL 1 0-0 Lumber Increase 1,00 11 O 17 VertTL) -0,44 R >512 BCLL 0.0 Rep Stress ;ncr YES WB 0.55 Horz(TL) 0.08 L n/a BCDL 5.0 code FBC2001 Matrix) 1st LC LL Min I/cleff = 360 Weight: 100 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No,3 REACTIONS (Ib/size) L=1042/0-8-0, V=1035/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD V-W=-1030, A-W=-1029, L-X=-1035, X-Y=-1035, K-Y=-1035, A-13=1058, B-C=-2635, C-D=-3610, D-E=-3610, E-F=-4059, F-G=-4059, 0-H=-4059, 1-1-1=-3 I-J=-2603, J-K=-1012 BOT CHORD U-V=.53, T-U=1994, S-T=3250, R-S=3942, Q-13=4059, P-Q=3932, O-P=3225, N-0=3225, M-N=1955, L-M=O WEBS K-M-,=1375, A-U=1366, J-M=-1312, 6-U=-1302, J-N=902, B-T=891, I-N=-865, C-T=-856, I-P=5091 C-S=500, H-P=-473, E-S=-462, H-Q=173, E-R=159, F-R=-92, G-Q=-99 NOTES (4) 1) All plates are TL20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails, Strongbacks to be attached to walls at their outer ends or restrained by other means, 3) CAUTION, Do not erect truss backwards. 4) Truss shall be fabricated per ANSVTPl 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer, LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/Job: 2509 A&B FLR Date Req:06/04/2003 Draw No:53909467FT6 Job I -I I uss 53909467 FT7 Truss Typo Qty Ply Gorilex-Orlando/2509 A&L32nd/jsK/6-2-3 4 11 ob Reference a i _pj_onal xo s Feb 20 2003 WiTek Industries, Inc. Mon Jun 02 07:34:28 2 1.50 1 R 3x3 1-----1-3-8 ---- i 30 = 1.5X3 11 30 3X3 = 3x3 = Scale - 1:26.1 5x4 - 11 50 = 1.50 = T ca 9X4 = 3x3 = 30 = 1.5x3 11 W = 30 = 5x4 = 1 W 11 1-6-0 4-0-0 6-6-0 8-0-8 9-3-8 , 11-9-8 14-3-8 15-9-8 15iaie Offset - — --------- -- LOADING (psf) TOLL 40,0 SPACING 2-0-0 Plates Increase 1,00 CS1 DEFL in loc) l/cletl PLATES GRIP TC 0.40 Vert(LL) -017 L-M >999 TL20 245/193TCDL10.0 Lumber Increase 1.00 BC 0,83 Vert(TL) -023 L-M >808 BCLL 0,0 Rep Stress Incr YES WB 044 Horz(TL) 0.05 1 n/a BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 82 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No,2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. E30T CHORD 4 X 2 SYP No,2 BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) Q=84510-3-8, 1=851/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD Q-R=-842, A-R=-841, I-S=-846, S-T=-846, H-T=-846, A-B=-847, B-C=-2014, C-D=-2699, D-E=-2699, E-F=-2597, F-G=-2007, G-H=-806BOTCHORDP-Q=43,0-P=1585,N-0--2435,M-N=2699,L-M=2699,K-L=2440,J-K=1551,I-J=0 WEBS H-J=1095,A-P=1092,G-J=-1037,6-P=-1027,G-K=634,B-0=597,F-K=-603,C-0=-585,F-L=218,C-N=358,E-L=-138,0-N=-162,E-M=-71 NOTES (3) 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends orrestrainedbyothermeans. 2) CAUTION, Do not erect truss backwards. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace oiection 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 designinformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review orcertificationofthetrussdesigner. LOAD CASE(S) Standard U ern 5 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467Contractor/Job: 2509 A&B FLR Date Req:06/04/2003 Draw No:53909467FT7 Job ITruss TrussTypef '- Oty Ply Centex-Orlando/2509 A&B2nd/jsk/6-2-3 53909467 F07 FLAT 1 1 1 14qb Reference (opttonai) g 5.000 s Feb 20 2003 MiTekrversalForestProducts,lnc., Burlington, NC 27215, Jeff Kerr — - --- — --_ __- Industries, Inc, Fri Jun 06 10:41:01 2003 Page 1 0 1 8 1-9-12 4-10 4 7-10-12 10-11-4 13-11-12 15-8-0 15 6 0-1-8 1-8-4 3-0-8 3-0-8 3-0-8 3-0-8 1-8-4 0-1-8 Scale 1:26. 2x5 11 We = A a 3x4 =. C 3x4 D 3x4 c 500 = 2x5 11 F n 9 Dxo = 5x10 -- 5x4 = 5x4 = 500 = 5x5 = M_15 9-8 - 3 3 0-6 g 3-4-0 LOADING (psf) SPACING TCLL 40,0 Plates Increase 1.00 -- 2-0-0 CSI TC DEFL in oc) Ildefl m PLATES GRIP 0-94 Vert(-L) -0.35 J K >525 TL20 245/193TCDL10ALumberIncrease1.00 BC 0.95 Ver[(TL) 0.49 J-K >381 BOLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.07 H n/a BCDL 5.0 Code 8122000 Matrix) 1st LC LL Min I/defl = 240 Weight: 66 lb LUMBER BRACING TOP CHORD 2 X 4 SYP NoA BOT CHORD 2 X 6 SYP SS TOP CHORD Sheathed or 1-4-1 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No,3 REACTIONS (lb/size) M=2015/0-3-6, H=2015/0-3-6 FORCES (lb) - First Load Case Only TOP CHORD A-M=-161, A-B=-338, B-C=-4999, C-D=-7403, D-E=-7403, E-F=-4999, F-G=-338, G-11=-161 BOT CHORD L-M=2903, K-L=6453, J-K=7628, I-J=6453, H-1=2903 WEBS B-M--2959, B-L-2477, C-L=-1718, C-K=1124, D-K=-266, D-J=-266, E-J=1124, E-I=-1718, F-1=2477, F-H=-2959 NOTES (2) 1) Provide adequate drainage to prevent water pending, 2) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints, Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions 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 orcertificationofthetrussdesigner. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: H-M=-160.0, A-G=-100.0 Qly Ply Centex-Oilanclo/2509 A&lJ2n0/1SK/b-2-3Job--- Tress Truss I Type 53909467 F-T 6 FLOOR Uriiver-saf Burlington, NC 2MIK5WOVe err I I-L-q-9-1 3x4 1,50 = 3X3 A 0 t -4 30 U6 FP= 3x3 = 3X3 0 D F F a 6-03—Page l Scale - 1:34,1 30 = 3x4 50 = 1.5x3 11 1.5x3 11 Us A, H I I V I 30 = 3x5 = 30 = 30 = 1,50 11 1.5X3 11 30 -- 3x4 -= 3x6 FP= 50 = 30 11 3x4 = 30 = 3X3 11 1 6-6-0 7-9--0 15-4-4 16-6-12 , 16-1-4 , 19-2-6 20-8-8 20-8-8 LOADING (psf) SPACING 2-0 00 CSI DEFL in loc) I/defl PLATES GRIP TCLL 40D Plates Increase I TCO.57 Vert(LL) -0,17 V-W >999 TL20 245/193 TGDL 10,0 Lumber Increase 1.00 3'C 0-77 Vert(TL) -0.23 V-W >871 BCLL (W Rep Stress Iner YES W B 0.54 Horz(TL) 0D4 P n/a BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min Welt = 360 Weight: 112 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No,2 TOR CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 6-0-0 oc bracing: P-Q,O-P,N-0. REACTIONS (lb/size) Z=821/0-8-0, M=-160/Mochanical, P=1584/0-3-8 Max Uplif[M=-312(foad case 2) Max GravZ=821 (load case 2), M=108(load case 3), P=1584(load case 1) FORCES (b) - First Load Case Only TOP CHORD Z-AA=-816,A-AA=-815,L-M=232,A-B=-814,B-C=-1950,C-D=-2475,D-E=-2475,E-F=-2547,F-G=-2203,G-H=-1316,H-1=163,1-J=423,,J-K=423,K-L=423 BOT CHORD Y-Z=42,X-Y=1527,W-X=2351,V-W=2547,U-V=2547,T-U=2547,S-T=1887,R-S=716,Q-R=716,P-Q=-1166,0-P=-1166,N-O=-423,M-N=0 WEBS I-P=-1 657, A-Y=1 049, I-Q--i 335, B-Y=-992, H-Q---1 223, B-X=589, H-S=835, C-X=-557, G-S=-794, C-W=1 72, G-T=440, E-W=-99, F-T=-467, E-V=-72, F-U=91, L-N=-552, 1-0=971, J-O=-341, K-N=107 NOTES (5-6) 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 312 lb uplift at joint M. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each, truss with 3-16d nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards, 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 6) Right end may be attached to 2x6 So.Pine or larger BC of one or more ply girder truss with Simpson LUS46 or eq. Follow Simpson instructions for installation, LOAD CASE(S) Standard LORMUFN 91MM011,91111IT-1 Z id R Fi FRI IM :MTRI1,1111AIP41111140 111l 0 M&'V1R101n;E" IWA a VM 53909467 IFT9 QtY I Ply I Centex-Oriando/2509 A8,B2nd/jSK/6-2-J Jeft Kier 5.000 s Feb 20 2003 MiTek Industries, Inc 3xG FP= 02 07:34:29 2003 Page 1 scale - 1:33.: 3X3 11 Us FP= 3x3 il LOADING (psf) SPACING 2-0 CCI DEFL in loc) Well PLATES GRIP TOLL 40 Plates Increase 1 '00 T 0.05 Vert(t-L) n/a n/a TL20 245/193 TODL 10 00 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0,03 Horz(TL) 0.00 S n/a BQDt- 5.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 91 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOR CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) AJ=53/20-6-8, S=6/20-6-8, AI=146/20-6-8, AH=148/20-6-8, AG=144/20-6-8, AE=145/20-6-8, AD=147/20-6-8, AC=147/20-6-8, AB=147/20-6-8, AA=147/20-6-6, Z=147/20-6-8, Y=147120-6-8, X=147/20-6-8, W=147/20-6-8, V=145/20-6-8, U=153/20-6-8, T=108/20-6-8 Max Harz AJ=4(load case 1) FORCES (lb) - First Load Case Only TOP CHORD AJ-AK=-48, AK-AL=-46, A-AL=-48, R-S=-1, A-B=-4, B-C=-4, C-D=-4, D-E=-4, E-F=-4, F-G=-4, G-H=,4, H-I=-4, I-J=-4, i-K=-4, K-L=-4, L-M=-4, M-N=A N-Q=-4, O-P=-4, P-Q---4, Q-R=-4 BOT CHORD Al-AJ=O, AH-AI=O, AG-AH=O, AF-AG=O, AE-AF=4, AD-AE=4, AC-AD=4, AB-AC=4, AA-AB=4, Z-AA=4, Y-Z=4, X-Y=4, W-X=4, V-W=4, U-V=4, T-U=4, S-T=4 WEBS B-Al=-132, C-AH=-134, D-AG=-133, E-AE=-133, F-AD=-133, G-AC--133, H-AB=-133, I-AA=-133, J-Z=-133, K-Y=-133, M-X=-133, N-W=-134, O-V=-132, P-U=-138, Q-T=-103 NOTES (7-8) 1) All plates are I .5x3 TL20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i,e, diagonal web), 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means, 6) CAUTION, Do not erect truss backwards. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 6) THA422: Right end may be attached to 2 or more ply top chord of 19" maximum depth flat truss girder with Simpson THA422 or equal. Follow Simpson instructions for installation. Now Truss Truss Type Qty 1 Ply ntex-U,Iand0/25U9 A&lJZu0/JSK(b-Z-a 53909467 FT1 0 FLOOR 1 fl(opIqbfti I ReferenceLfrilversal Forest Products,li re, Burlington`7C -M-15 J.ft - 5,000 s Feb 20 2003 MiTek Industries, Inc, Mon Jun 02 07:34:30 2( w v 5x4 1' 5x3 1. 5x3 Scalp . 1:29, 3x4 = 3x3 == 3x3 1.5x3 11 30 = 3x3 = 3x6 FP7, 3x4 13 C D E, F G H I 1. 5-3 11 5x4 3x4 3X6 Fp= 1,5x3 11 3x3 = 30 = 3x4 = 5x4 = 30 3x3 = 6- 0 14-0-0 1 B-0-0 18- 0-0 LOADING ( psf) SPACING 2-0-0 CS] DEFL in too) IM-e-li-T-PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0,38 Vert(LL) -025 0 >84e TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.88 Vert(TL) -0,35 N-0 >608 BCLL 0.0 Rep Stress Iner YES WB 0.51 Horz(TL) 0.07 K n/a BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min I/def] = 360 I Weight: 94 Ile LUMBER BRACING TOP CHORD 4 X 2SYP No2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals- BOT CHORD 4 X 2 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No,3 REACTIONS ( lb/size) U=973/0-6-0, K=967/0-3-8 FORCES ( Ib) - First Load Case Only TOP CHORD U-V=-967, V-W=-967, A-W=-967, K-X=-962, J-X=-960, A-B=-937, B-C=-2388, C-D=-3232, D-E=-3531, E-F=-3531, F-G=-3251, G-H=-2415, H-I=-2415, I- J=-980 BOT CHORD T-U=-O, S-T=1 810, R-S=2937, Q-R=2937, P-Q=3531, O-P=3531, N-0=351 1, M-N=2959, L-M=1 845, K-L=50 WEBS J-L=1 265, A-T=1274, I-L=-1203, B-T=-1214, I-M=792, B-S=803, G-M=-758, C-S=-764, G-N=405, C-Q--41 1, F-N=-361, D-Q---406, F-0=28, D-P=31, E-O=-18 NOTES ( 2) 1) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) Truss shall be fabricated per ANSI1TPI 1-95 quality requirements. Plates shall be of size and type shown and contered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this shoot 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 Ott cat 2" Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/ Job: 2509 A&B FLR Date Req:06/04/2003 Draw No:53909467FT10 53909467 117TI 1 Centex-Orlando/2509 A&B2nd/jsk/6-2-3 I Q1'PlyP 11 5.000 s Feb 21 M IT 3X3 = 3x3 == 3x3 Us FP= 1 5X3 11 30 = 3x3 B G D E F G 14 1.5x3 11 3X5 == 3x3 = 3x3 = tW 11 30 = 3x6 FP— 3x5 = 30 11 30 = 1L5x3 11 3x3 7 n w vt:j4:a i euuj rage i I qt-q--91 0Acale - 1:28,' 3x3 = 1.5x3 Us == 1.60 I I Z hyT 1 - 1 —1- 1 j_l_p_:_2-0 i6--1-2 t 1?1 -12 LOADING (psf) SPACING 2-0-0 CS1 DEFL in loc) Wall PLATES GRIP TCt-L 4— Plates Increase 1,00 TC 031 Ved(LL) -0.14 R-S >999 TL20 245/193 TCDL 10 Lumber Increase 1,00 BC 0.76 Vert(TL) -0.19 R-S >929 BCLL '): 0) Rp Stress Iner YES WB OA2 Horz(TL) 0,04 M n/a BCDL 5.0 Code FBC2001 Matrix) 1 at LC LL Min I/deff = 360 Weight; 93 Ile LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 4 X 2 SYP No.3 6-0-0 oc bracing: M-N,L-M. REACTIONS (lb/size) V=812/0-8-0, M=1033/0-3-8 Max GravV=821 (load case 2), M=1033(load case 1) FORCES (lb) - First Load Case Only TOP CHORD V-W=-807,W-X=-807,A-X=-807,K-Y=7,Y-Z=7,J-Z=7,A-B=-763,B-C=-1883,C-D=-2393,D-E=-2393,E-F=-2457,F-G=-2457,6-H=-1817,H-I=-695,1-J=49 BOT CHORD L1-V=O,T-U=1468,S-T=2275,R-S=2457,Q-R=2457,P-Q=2227,0-P=1395,N-0--1395,M-N=-90,L-M=-97,1<-L=0 WEBS I-M=-1004, A-U=1037, I-N=1047, B-U=-981, H-N=-974, B-T=577, H-P=588, C-T=-545, G-P=-570, C-S=164, G-Q=313, E-5=-87, E-R=-90, F-Q---1 17, I-L=79, J-L=-84 NOTES (4) 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means, 3) CAUTION, Do not erect truss backwards. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances, The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 0TOMFIFM FWAM IFTWIN-JaIM, OFII(MiMi MNI-IM0111MMIN Jo b ---- ---- Truss 53909467 IFT12 Truss Type Qty Ply 5,666--sNeb-26 UouteX -Uri au0Q/;e0UU A&bzI`IQIJSKIU-4-0 I I 27 3 4-:3 1-26 -03-Page 1 Us FP- F G H 3X3 = 3x6 FP= 1-6-0 1 4-0-0 LOADING (p SPACING 2-0-0 TOLL 46.0 Plates Increase 1,00 TCDL 100 umber Increase 1,00 BCLL 0:0 Rep Stress Incr YES BCDL 5,0 Code FBC2001 LUMBER TOP CHORD 4 X 2 SYP No.2 BOT CHORD 4 X 2 SYP No,2 WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No,3 LJq-t-_2 17-1-12 CS1 DEFIL in fee) Well PLATES GRIP TC 0.06 Vert(LL) n/a n/a TL20 245/193 BC 0.01 Vort(TL) n/a n/a WB 0.03 Horz(TL) 0.00 P n/a Matrix) 1st LC LL Mini all = 360 Weight: 75 lb BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Scale - 1:27.: a REACTIONS (lb/size) P=46/17-1-12,AD=53/17-1-12,AC=147/17-1-12,AB=147/17-1-12,AA=147/17-1-12,Z=147/17-1-12,Y=144/17-1-12,W=146/17-1-12,V=147/17-1-11 U=147/17-1-12, T=147/17-1-12, 5=146117-1-12, R=151/17-1-12, Q=129/17-1-12 Max Herz AD=6(load case 1) FORCES (b) - First Load Case Only TOP CHORD AD-AE=-48, A-AE=-48, P-AF=-40, AF-AG=-40, O-AG=-40, A-B=-6, B-C=-6, C-D=-6, D-E=6, E-F=-6, F-G=-6, G-H=-6, H-I=-6, W=-6, J-K=-6, K-L=-6, L-MT6, M-N=-6, N-O=-6 BOT CHORD AC-AD=O, AB-AC=O, AA-AB=O, Z-AA=O, Y-Z=O, X-Y=O, W-X=6, V-W=6, U-V=6, T-U=6, S-T=6, R-5=6, Q-R=6, P-Q=6 WEBS B-AC;=-133, C-AB=-134, D-AA=-133, E-Z=-133, F-Y=-133, H-W=-133, I-V=-133, J-U=-133, K-T=-134, L-S=-133, M-R=-137, N-Q---120 NOTES (7) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web), 4) Gable studs spaced at 1-4-0 oc, 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means, 6) CAUTION, Do not erect truss backwards. 7) Truss shall be fabricated per ANSVTPI 1-95 quality requiierrionts. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints, Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances, The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/Job: 2509 A&B FLR Date Req:06/04/2003 Draw No:53909467FT12 0111HUM Truss Truss Type FT6A FLOOR kt-products-,in-c—, Burlington, NO 27215, Jeff Kerr A 1,50 11 3 W 1 50 Oty Ply 5.000 a Feb 20 200, Gentex-Urlando/2.509 A&UZn0/JSK/b-&0 Inc, Mon Jun 02 07;34:31 2003 Page scale - 1:7 Is I 3-9-0 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in loc) I/deft PLATES GRIP TOLL 40.0 Plates Increase 1.00 TO 0.16 Vert(LL) n/a n/a TL20 245/193 TCDL 10,0 Lumber Increase 1-00 BC 0,11 Verl(TL) 402 D-E >999 BOLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TI-) 0.00 D n/a BCDL 5.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No2 TOP CHORD Sheathed or 3-9-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No,2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No,3 REACTIONS (Ib/sizo) E=186/0-3-8, D=186/0-3-8 FORCES (1b) - First Load Case Only TOP CHORD E-F=-64, A-F=-64, D-G=-64, C-G=-64, A-B=-3, B-C=-3 BOT CHORD D-E=:155 WEBS B-E=-184, B-D=-184 NOTES (2) 1) Recommend 2x6 strongleacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) Truss shall be fabricated per 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 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 14 tJ Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53909467 Contractor/Job: 2509 A&B FLR Date Req:06/04/2003 Draw No:53909467FT6A 40-0-0 7-0-0 S.B. 7-0-0 S.B. v v A u 3 CJ3, NEJJ7 CJ5 I EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 V, C2 :i I? O EJ7 EJ7 C? to EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7 Vol EJ7 Vol EJ7 V02IVOJ EJ7 CJ5 V03 11 IN EJ7 C,CA131 VO4 EJ7 ujiJ1 C? GM lib v3 GE15 I? co 71 -7— O mm mm Z 0Z: CL zo vi OfD SOFFT RE URN ZO E SUPPOFMNC Wz 2-j,2N§ Wz Z 2AzW Z6 0 2 uj HZO to cD Q) C33 Lj 4; DANDER LEGEND DESCRIPTION 1 1 HUS 28 MEDIUM DUTY ROOF C71 LJLJ I z z: Q) Li 0 DRAWN BY: 7DN CHECKED BY: DRAWING NUMBERo,, 3,.00. V-4" Mri-z 6d MAILS 0 TOP & 44 VE3nCA4- BLOCK SECURE Z/1 3) Al XM-S YUMCk- LOCATE TO BC CAORD AS POSSS-L STRONG34CKS SPACED AT 10-7 (MAX) ARE TO "NTAN CERTAIN RRE ASSEMBLIES. STRoNcaACXS ARE RECOMMENDED TO MtNIWZE VIBRA7noN. z0 Z Z 0 z Lnc):f co CL c:) I I C/I C) z 0 LJ 0 CL 0 cn DRAWN BY: TDN CHECKED BY: DRAWING NUMBER lil000 I 3' bath duc- to rooF cap w/fan 3' bath duct to roof cap w/fan 1-1 dryer walk cap I ,cote i V Must have a minhum ctearonce of 4- inches around the air handler per the State Energy code. Att duct has an r=5 insutatiokn vatue. 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL Rioting m x CTI' 1 L LOcu LLJ hiCy Z CO W u Z CO Z O fr Z j o in -- jt)n c 4 ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD W H. (TYP.) WI DOW HEIGHT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. COL. PERIMETER CAULK BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS t' q __/ CAULK BETWEEN B.W. WOOD BUCK & (BUCK WIDTH) MAS'Y. OPENING INSTALLATION ANCHOR BY OTHERS ONE BY WOOD3/16' DIA. TAPCON BUCK BY OTHERS \ 1-1/4' MIN. EMBEDMENT INSTALLATION ANCHOR 3/16" DIA. TAPCON SHIM AS REO'D. I/4' MAX. SEE NOTES) FLANGE TYPE WINDOW FRAM£ HEADER GLASS TYP.) (SEE NOTES) B.H. BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL PRECAST SILL V BY OTHERS NOTES: SECTION A -A 1 ) SHIM AS R£Q'D. AT EACH INSTALLATION ANCHOR, MAX. ALLOWABLE SHIM STACK TO BE 1/4'. D 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST .BE OF SUFFICIENT LTH_ TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 4) USE SILICONiZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 115 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. EXTERIOR OF WINDOW FLANGE. I` 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 REOUiR£MENTS 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. i 0} FLORID. EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN_ THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 d 2000 EL 10e1 1 SERIES SI LE BUNGS. EVAT t4 i ll 9i SHIM AS REO'D, MAX - RIGID VINYL 1/4' MAX. CSEE NOTES) GLAZING BEAD TYP,) GLASS TYP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME IAMB CAULK BETWEEN WINDOW FLANGE WOOD BUCK W.W. WINDOW WIDTH) SECTION B-B 1 — W.W. 1 1) WHERE WINDOW 15 INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #10 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8- MIN, EMBEDMENT AT VIEWED FROM EXTERIOR ALL INSTALLATION FASTENER LOCATIONS. 1-1/4' MIN- Em 3E ENT fl O THERS G' s a PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK & MAS'Y.-OPENING BY OTHERS CONCRETE OP MASONRY OPENING BY OTHERS TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 30PsF TO 40psF 41 PSF TO 7OPSF 30pSF TO 40PSF 41 PSF TO 70psF 12 18 1/8 x 25 8 8 F,G F,G F,G F,G 13 i8 1/8 x 37 3/8 B a a F,G F"G 14 18 1/8 x 49 5/8 B 8 F,G F.G 145 18 1/8 X 55 1/4 B 8 F,G F,G 15 I8 1/8 X 62 a B 6 F.G F.G.H i 16 18 1/8 X 71 B 8 F,G F,G,J,K 17 18 1 8 x 83 a 8 F,G F,G IH2 25 1/2 X 25 a B F,G IH3 25 1/2 X 37 3/8 B 8 F,G F.G. H.i IH4 25 1/2 X 49 5/8 B 8 F,G F,G,H1 1H45 25 1/2 X 55 1/4 IH5 25 1/2 X 62 71 a B F,G F,G,H,i 1H6 IH7 25 1/2 X 25 1/2 X 83 a a F,G.J,K F,G.J,K 30 1/2 x 26 29 1/2 x 25 B B a F.G F,G 30 1/2 x 38 3/8 29 1/2 X 37 3/8 a B F.G F,G,HJ 30 1/2 x 50 5/8 29 1/2 X 49 5/8 a B F.G F,G,H,I 30 1/2 x 56 1/4 29 1/2 X 55 1/4 8 B F.G F,G,H.1 30 1/2 x 63 29 1/2 X 62 6 6 8 F G.H.I F,G,H,I 30 1/2 x 72 29 1/2 X 71 8 8 F.G,J,K F,G,J,K 30 1 2 x 84 29 1/2 X 83 22 36 X 25 a a B a F,G F,G 23 36 x 37 3/8 8 6 F,G F.G,H,i 24 35 X 49 5/8 8 6 F,G F,G,H,1 245 36 X 55 1/4 8 6 F,G;H,t F,G,H,i 25 36 X 62 36 X 71 6 6 F,G,HJ D.E.F.G,H,i 26 27 36 X 83 8 a F,G,J,K F.G.HJJ,K 42 x 26 41 X 25 8 8 6 6 F F,G F,G,H,i 42 x 38 3/8 41 X 37 3/8 B 6 F. F,G,H,i 42 x 50 5/8 41 X 49 5/8 a 8 F,G,H,I F,G,H,I 42 x 56 1/4 41 X 55 1/4 B 6 F,G,H,1 D,E,F,G,H,i 42 x 63 41 X 62 8 8 F,G.H,i D,E,F,G,H,1 42 x 72 41 X 71 41 X 83 8 a F.G,J,K F,GAI,J.K 42 x 84 48 x 26 47 X 25 a A,C F,G F, G F,G.HJ 48 x 38 3/8 47 x 37 3/8 8 B A.0 F,G F,G,H,i 48 x 50 5/3 47 x 49 5/3 8 AC F,G,H,I F,G,H t 48 x 56 1/4 47 X 55 1/4 8 A.0 F,GH,i D,£,F°G,H,I 48 x 63 47 X 62 47 X 71 8 A.0 F,G,H? D.E,F,G,H,1 48 x 72 47 x 83 FGJK D£FGHlJK 48 x 84 32 52 1/8 X 25 B A,C F,G F,G F.G F.G, H,I 33 52 1/8 x 37 3/8 8 B A. 0 A.0 F,G,H,i F,G,H.1 34 52 1/8 X 49 5/8 52 1/ 8 X 55 1/4 8 A,C F,G,H,I D.E,F,GH,i 345 35 52 1/8 X 62 6 A.0 F,G,H,1 F,G, H.i D,E. F,G.H,i D.E, F,G H,1 36 52 1/8 x 71 B B A, C A,C F;G.J,K D,E.F,G.J,K,J,K 37 52 1/8 x 83 37 SIZE NOT AVAILAaLE IN 1000 OR 1500 SERIES. TITLE: INSTALLATION DEVIL SGL, HUNG FLANGE WINDOWS - SERIES 1000 1500 200C DRAWN BY: BB APPROVED BY: o` DATE: 1Ol i9/O 1 SCALE: NTS DWG-. EEEX0016 pRFP fI3 By- i R4Lii1LT & 1KATK}!d ENGINEERING, INC_ INTERNARO € KY., SUITE 250. THR . FLORIDA 32746— E 407 805-03 FAX 4£?7 805-+9366 m CAULK BETWEEN SHEATHING BY OTHERS WINDOW FIN g SHEATHING INSTALLATION ANCHOR 6 WOOD SCREW STUCCO BY OTHERS WINDOW HEIGHT I INSTALLATION 8 WOOD STUCCO BY OTHERS CAULK BE WINDC SHEATHING I' MIN. EMBEDMENT TWO BY WOOD BY. OTHERS SHIM AS REQ'D. SEE NOTES) III IV 00-rl I 114' MAX, SHIM SPACE FIN TYPE WINDOW FRAME HEADER GLAZING (TYP.) SEE NOTES) TWO BY WOOD BY OTHERS BY OTHERS I"MIN. EMBEDMENT SECTION A -A WINDOW WIDTH 1/4' MAX. SHIM SPACE SHIM AS REQ'D. TWO BY WOOD STUD BY OTHERS SEE NOTES) c NA m I' MIN. EMBEDMENT GLAZING (TYP.) M (SEE NOTES) YlAsT SHEATHING BY OTHERS E4' O.C_ MAX. (TYP.) WINDOW HEIGHT -- 1 WINDOW WIDTH E? EQUALLY SPACE ANCHORS (TYP.) 6 A ' MAX. TYP_) 6' MAX. (TYP.) ELEVATION VIEWED FROM EXTERIOR CAULK BETWEEN FIN TYPE WINDOW FIN WINDOW FRAME & SHEATHING JAMB PERIMETER INSTALLATION ANCHOR CAULK #8 WOOD SCREW BY OTHERS STUCCO BY OTHERS SECTION B-B NOTES- 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1 /4-. 2) WINDOW FRAME MATERIAL_ ALUMINUM ALLOY 5063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN_ EMBEDMENT OF I" INTO WOOD BUCK. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. b) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 8) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUDERS 1500 AND 2000 SERIES SINGLE HUNG WINDOWS. REV DESCRIPTION DATE INI % 0TID EAT I S INTERNATIONAL, INC SANFORD, FLORIDA TITLE: INSTALLATION DETAIL W/#0 SCREWS S i NGLE HUNG FIN WINDOW SERIES 1000, 1500, & 2000 F DRAWN BY:BB APPROVED BY. t- Z 9 ` DATE: 12/ I3/0I SCALE: N. T. S. DWG.:FLEXO026 SHT i OF 2 EiRIDA 3 46 PHONE a07 8©5-(#355 FAx 407 f305-436h PREPARED BY PRODUCT L APPLICATION ENGINEERING, INC. 25C INTERNATIONAL PKWY., SUITE 250. HEATHROw, FL INSTALLATION ANCHOR CHART QUANTITY IN QUANTITY IN HEAD & SILL EACH JAMS CALL WINDOW SIZE SIZE UP TO 70 PSF UP TO 70FsF 2024 23 7/2 X 27 1/2 2 2 22030231/2 X 35 1/2 2 32038231/2 X 43 1/2 2 32040231/2 X 47 1/2 2 32044231/2 X 51 1/2 2 32050231/2 X 59 1/2 2 2060 23 1/2 x 71 1/2 2 4 2070 23 1/2 X 83 1/2 2 4 2424 27 1/2 X 27 1/2 2 2 2430 27 1/2 X 35 1/2 2 2 2438 27 1/2 X 43 1/2 2 3 2440 27 1/2 X 47 1/2 2 3 2444 27 1/2 X ST 1/2 2 3 2450 27 1/2 X 59 1/2 2 3 2460 27 1/2 X 71 1/2 2 4 2470 27 1/2 X 83 1/2 2 4 2824 31 1/2 X 27 1/2 2 2 2830 31 1/2 X 35 1/2 2 2 2838 31, 7/2 X 43 1/2 2 3 2840 31 1/2 X 47 1/2 2 3 2844 31 1/2 X 51 1/2 2 3 2850 31 1/2 X 59 1/2 2 3 2860 31 1/2 X 71 7/2 2 4 2870 31 1/2 x 83 1/2 2 4 3024 35 1/2 X 27 1/2 2 2 3030 35 1/2 X 35 1/2 2 2 3038 35 1/2 X 43 1/2 2 3 3040 35 1/2 X 47 1/2 2 3 3044 35 1/2 x 51 1/2 2 3 3050 35 1/2 X 59 1/2 2 3 3060 35 1/2 X 71 1/2 2 4 3070 35 1/2 X 83 1/2 2 4 3424 39 1/2 x 27 1/2 3 2 3430 39 1/2 X 35 1/2 3 2 3438 39 1/2 X 43 1/2 3 3 3440 39 1/2 X 47 1/2 3 3 3444 39 1/2 X 51 1/2 3 3 3450 39 1/2 x 59 1/2 3 3 3460 39 1/2 X 71 1/2 3 4 3470 39 1/2 X 83 1/2 3 4 3824 43 1/2 X 27 1/2 3 2 3830 43 1/2 X 35 1/2 3 2 3838 43 1/2 X 43 1/2 3 3 3840 43 1/2 X 47 1/2 3 3 3844 43 1/2 X 51 1/2 3 3 3850 43 1/2 X 59 1/2 3 3 3860 43 1/2 X 71 1/2 3 4 3870 43 1/2 x 83 1/2 3 4 4024 1 /2 X 27 1/2 3 2 4030 47 1/2 X 35 1/2 3 2 4038 47 1/2 X 43 1/2 3 3 4040 47 1/2 X 47 1/2 3 3 4044 47 1/2 X 51 1/2 3 3 4050 47 1/2 X 59 7/2 3 3 4060 47 1/2 X 71 1/2 3 4 4 7 47 1/2 X 83 1/2 INSTALLATION ANCHOR CHART QUANTITY IN QUANTITY IN CALL WINDOW HEAD SILL EACH JAMB SIZE SIZE UP TO 70 PSF UP TO 70 PsF 2 18 1/8 x 25 2 2 13 la 7/8 x 37 3/8 2 3 14 18 7/8 x 49 5/8 2 3 1-45 18 1/8 X 55 1/4 2 15 18 1/5 x 52 2 4 4 16 T 8 1/8 X 71 2 4 17 18 1 Z8_X83 2 2 2 IH2 25 1/2 X 25 3 IH3 25 1/2 X 37 3/8 2 3 IH4 25 1/2 X 49 5/8 2 3 IH45 25 1/2 X 55 1/4 2 IH5 25 1/2 X 62 2 4 4 IH6 25 1/2 X 71 2 IH7 25 1/2 x 83 2 4 30 1/2 x 26 29 1/2 X 25 2 3 30 1/2 x 38 3/5 29 1/2 X 37 3/8 2 3 30 1/2 x 50 5/8 29 1/2 X 49 5/8 2 3 30 1/2 x 58 1/4 29 1/2 X 55 1/4 2 4 30 1/2 x 63 29 1/2 X 62 2 4 30 1/2 x 72 29 1/2 X 71 2 4 30 112 x 84 29 1/2 X 83 2 22 36 x 25 2 3 23 36 X 37 3/5 2 2 3 24 36 X 49 5/8 3 245 36 X 55 1/4 2 4 25 36 X 62 2 4 26 36 X 71 2 4 27 36 x 83 2 42 x 26 41 x 25 3 3 3 42 x 38 3/8 41 x 37 3/5 3 3 42 x 50 5/8 41 X 49 5/8 3 3 42 x 55 1/4 41 X 55 1/4 3 4 42 x 63 41 x 62 3 4 42 x 72 47 x 71 4 42 X 84 4 x 83 3 48 x 26 47 x 25 3 7— 3 45 . 38 3/8 47 X 37 3/8 3 3 48 x 50 5/8 47 X 49 5/8 3 3 48 . 56 1/4 47 X 55 1/4 3 4 48 x 63 47 X 62 3 4 48 x 72 47 x 71 3 48 x 84 47 x 83 4 2 32 52 1/5 X 25 3 3 33 52 1/8 x 37 3/8 3 3 34 52 1/8 X 49 5/8 3 3 345 52 1/8 X 55 1/4 3 35 52 1/8 X 62 3 4 38 52 1/8 X 71 3 4 37 52 1/8 X 83 3 4 REV JDESRkAPN DATE INI rN T-1 DA T- T T S 11TERNATIONAL, INC EXMUDET SANFORD, FLORIDA TITLE: INSTALLATION ANCHOR CHART SOL, HUNG FIN WINDOWS SERIES 1000 , 1500 & 2000 DRAWN BY-H APPROVED BY: DATE- 1—2 / 18 / 0 1 7 1 _X0026 SHT 2 OF 2 SCALE:NTS I ITWG.: FLE JAME TYr X 2 T A L A.N B E U HN TADFITING, SMS SECHO1 AN 'A —, I CD A d T 1, 1000 SA AM3 8 x sr2-ELF p p SEAAT _KTl*iEF_?q WINDONAI F A F! NGESup 4_ 3AFFINGSM"' S Q N A, — A X TU;? E M! COO JAM 3 " T YR) Ur - TAPPING SPAS SEALANT T;_ PWEEN WTND'ly F7 N-' LA G-ES MUU PPT NG S,vp Till jN L — _ 4 U '4 X 2 X 3/8 42 x 1/2- T X i/ 2 SD_` Gcl JAMB a Sr fir L1=c'y TAPPIN tllls M U 1- L EN c. AP: D ING S H ,3 N X 4 X 2/S F--- B' f WOOD— DE- -FA_;_'- C' B; J K E y N IMASIDI_ R "I CIONCRI- AA 4A L ATi- N _14114 EX TERNAL MULL'ON 7 JES LiON - 0 ONCRET- HEAD 1 Appi TO Ht-A-L-; 6& SHLL WHt-it i X J A" 7UE3— MU if -I 1, 1 ma's--: x 1/1'D s T' -N SZALAINT BE WL E:- VTNIDC 4 F! - A Ni G-ES AUU-10NC f SR SN S ', TYFI E L vVA i' j,%i TFR,!OR SELF VIEWED E XSAt_A.N 7 EE 'W-A T W 1 NT'Twr I NG TAPPING SMS i r, T AI i D UNISTALLATIDN' AINCHOR 711 1- A, TAP- TDN slLt- r- - T P 114' PATN, F_1- 13EINI ENT PRE CAST S 1_ LL Aiqy pi )%Tl_is 1_10I TRUE S RATION A,Inc AFORD, FLORIDA c- r-- T 1 OF 2 10 10 0 1555t0i0LANGLESHFTITLE: 7 C TT ENS V Pv E_ IFR2) FO S F_ 0 THE- R I DE ( S H rE 2 0 F ESSURE CAPACIT"' D E SPRE DRAWNBY: APPROVED BY: I'l L IDWG.: DATE: IS AT : i', _ I r_l WINDOW i CALL SIZE WINDOW TIP -TO -TIP SIZE SERIES 1000 1500 FLANGE VERTICAL DESIGN PRESSURE CAPACITIES APA,,CAPACITY oll''ll;; PAC[ I )P-A Y CAPA Y i CAPACITY CAPACITC", III! i 15ACITY C I i 7/ 16X3J la! IX4Xl/8 CAPACITY CAPACITY 1 X14X 1 /8 1 X4X3/8 4 3/8 i1XxCAPACITY 2X4X3/ 8 CAPACITYlx2xl/ B lx2xl/B I x 2)' 3/8 ilX2X3/8 1X2 7/16XI/8;IX2 7/1 6X /8 1X2 7/16X3/8AX2 ITUBE MULL JUBE MULL JUBE MULL 'TUBE MULL JUBE MULL MULLJUBEMULL! TUBE MULLJU BE MULL 6 ANCHORS 4 ANCHORS TUBE MULL 6 ANCHORS JUBE MULL 6 ANCHORS TUBE MULL 2 ANCHORS TUBE MULL 4 ANCHORS JUBE 2 ANCHORS ANCHORS A4 ANCHORS 4 ANCHORS 4 ANCHORS 2ANCHORS2NCHORSiAL4Ii 3 ECT. A-A(3) SE SE ECT. A-A(5) S-C iSECT. A-A(S) SECT. A-A(6) SECT. A-A 6) I SECT. A - A( 7 Ai SECT. A fSECT. AIIAL1 SECT _A71JA Li SEqT A 7 -7 1 12 19 1/ 8 X 26 336.52 73242 13 119 1/ 8 x 38 3/8209.72 t 1`7-6 6 14 19 1 /8 X 50 5/87 131.23 1131.23 145 1119 1/8 X 4 56 1 94.1394.13 15 19 1/8 X 63 65.97 65.97 16 19 1/8 X 72 43.49 43<49 17 19 1/8 X 84 26.96 26.96 1336.52 209.72 692.83 429.55 336.52 209.72 732.42 i 336. 52 209.72 152.75 177.46 152.75 515 93.92 1152.71127.29 135. 81 127.29 139.09135.81 89.21 W 89. 21 97.48 97.48 119.85 58.81 58.81 64.27 64.27 i 90.09 36.45 136.45 39.83 39.83 g 0. 55.84 1 H2 26 1/ 2 X 26 i 262.87 572.13 262.87 541.20 262.87 572-13 262.87 1H3 26 1 /2 X 38 3/8 157.93 239.21 157.93 32348 157.93 343.74 1 157.93 I H4 6 1/2 X 50 5/a-'97.25 97-25 113.20 i 131.51 113.20 143.71 1 H45 6 1/2 X 56 1/4,69.43 69.43 93.89 93.89 100.17 1102-59 100.17 11-15 26 1/2 X 63 48.44 48.44 r 65.51 65.51 171.58 71 88.01 IH 6:2 61/2X 7 31.79 31.79 142.99 142-99 146.98 146.98 65.86 11-17 11 26 1/ 2 X 84 19.652 19.62 26.53 128.99 i 28.99 40.64 22 1 37 X 26 1216,75 23 137 X 38 3/ 8 r 122.22 24 07 X 50 5/ 8 73.34 245 i37 X 56 1/ 4 51.97 25 37 X 63 36. 01 26 r 37 X 72 23.47 27 37 X 84 14. 39 732.42 456.46 493- 47 740. 20 493.47 740.20 i740.20 271.83 359.41 539. 12 9 12 53 4 1539.12 194.97319. 55 460. 17 31 9 55 1479 33 1479.33 423.03 282.02 423. 03 2 423.03 90.09212.62 212. 62 296.98 296.98 365.75 55.84 131.79 1131. 79 i 184.08 184.08 1294.03 572,13 618.52 1927. 78 618.52 1927.78 1927.78 1343.74 371.61 1557. 41 371.61 557.41 1557.41 1201.45 1,266.35 1399.53 266.35 i 399.53 399.53 1143.81 1235.70 339. 42 2135.70 353.55 1353.55 1207.10 1236.83 207. 10 1,310.65 1310.65 1 65.86 1155.44 155. 44 217.11 1217-11 1267.38 1 40.64 95.93 95. 93 4133.99 133.99 z 214.02 471.75 216.75 471.75 1216.75 1471.75 21 b. /b 1 471.75 1510 185.12122.22 250.32 i 122.22 1266.00 1122.22 266.00 287.57 1 73.34 18536 199.17185. 36 1 108.37 85.36 151.91 1200-86 51.97 170.28 70.28 174.98 i 76.79 174.98 107.65 1176.43 36.01 48.70 48.70 53. 21 153.21 165.43 74.59 153.96 23.47 31.74 i 3134 34. 69 134.69 48.62 48.62 1114.76 14.39 19.46 19.46 21. 26 1 21fx. 1,29.81 9.81 70.36 32 53 1/8 X 26 1191. 61 417.04 1 191.61 394.49 33 53 1 8 X 38 3/ 8'-i 98.38 198.38 2-01. 51 34 4- 03 1/8 X 50 5/ 8 56.23 r 56.23 76,04 345 P3 1/8 x se 114. 39.32 39.32 1 -93.17 53.17 35 3 1/8 X 63 26. 92 i 26.92 136.40 i 36.40 36 53 1/8 X 72 17. 34 17.34 23.45 23.45 37 53 1/8 X 84 110. 51 10.51 14.21 14.21 SERIES 1000 & 1500 FLANGE VERTICAL MULLION DESIGN PRESSURE CAPACITIES SHEET 2 OF 2 NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON FASTENERS REQUIRED AT EACH END. B) DESIGN PRESSURES GIVEN ARE FOR 1. 5 X I r- I m 191.61 417- 04 491 1. 61- tJ 7, C14 450.85676.28 i 450.85 676.28 198.38 214.14 L- Ij 2 4.14 23 .50 1 347. 25 231.50 347.2545 183.09 L47 j .00 123 1.01 154.00 1231-01 156.73 58.10 156.73# ;-jr 81.4 4 1133.48 192.22 133.48 1 200.23 139.78 i 39.78 148-91 15S.76 1 5 08 1131.60 l 15-08 J72-63 25.62 125,62 35.92 135. 92 84.77 77 1 97.21 1 118.41 15.53 1 15.53 21.77 21.77 151-39 71.78 j 71.78 431.36 301.29 264.64 230. 94 197. 41 156. 97 IWAM TITLE:Lg 1. 4 lit F -- R S '---j Fm VT T 01 N -'F 0 OC 0 0 F- M U L TAffROVED BY - DRAWNBY: VED BY- F DATE: 03SCALE: DWG.: l- VMFL--- P- 2 El 1000 S1 % 2 % 1/8 1800 SH. JAMB ( TYP') \ / TUBE MULLION JAMB (TYP.) 8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WIWDOW FRAME MULLION 8 X 1-1/2 SELF TAPPING IMS SECTION - A=A-Ul 1 X 2 7/16 X 1/8 1000 S.H.—1 TUBE MULLION 1000 S.H. JAMB { TYP.} \r--4JAMB (TYP.) 8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WIwBOW FRAME MULLION 8 X 1-1/2 SELF TAPPING SMS 1 X 4 % l/B TUBE MULLION lDDO 2IH'—1 1080 S.H. JAMB ( TYp.) \ || || JAMB (TYP.) SEA — ANT BETWEEN WIwDOw FRAME MULLION 8 X 1-1/2 SELF TAPPING SNS 8 X 1/2 SELF TAPPING SMS 2X4X3/ 8— SEALANT BETWEEN TUB[ MULLION wlN0OW FRAME I MULLION\ B X 1-1/2 SELF TAPPING SMS SECTION - A=&-U2 1000 % f! l X 2 7/16 X 3/8 JAMB (TYP.) TUBE MULLION L l 1/8^ MIN. EMBEDMENT E# LAvT BETWEEN SEALANT BETWEEN #8 X 1-1/2 3ELF wImIOw FLANGES WINDOW FRAME TAPPING SNS & MULLION MULLION SECTION - A--A 7 8 X 1-1/2 SELF TAPPING % M3 TUBE MULLION TWO BY WOOD BUCK BY OTHERS DETAIL C 7umilillm SHEATHING INSTALLATION { NSTALLATlONANCHOR 08 WOOD .— SCREW ( TYP.) APPLIES TO HEAD & SILL WHERE 1" X 4' 2" X 4" TUBE MULLIONS ARE USED APPLES TO HEAD 8c SILL WHERE 1~ X 2~ 1~ X 2 7/16~ TUBE MULLIONS ARE USED INSTALLATION AmCI- 8 WOOD SCREW AUXILIARY PLATE FOR ADDITIONAL ANCHORS, WHEN REQUIRED) 8 SELF TAPPING MULLION F 0 TAPPING SMS VIEWED FROM EXTERIOR INTERNATIONAL, INC FLORIDA EXTRUDER SAN-FORD, FLORIDA AP PIN VERTICAL MULLION SECTIONS SEALANT BETWEEN WINDOW FRAME SEE OTHER SIDE (SHEET 2 OF 2) FOR MULLION P 8X1-1/2 SELF DESIGN PRESSURE CAPACITIES TAPPING SMS DRAWN BY:MSH APPROVED BY: 26.63 DD LO 1 201-83 125.78 N(7jj 25 1/2 X 25 3L15.3 2 157.66 315.32 1/2 X 37 3/8 1-/2 X 49 5/8 135.'79 --- 7 6 8.5 8 100.72 251/2 X 62 70. 260 6 x 37 3/8 146.60 102.40 75.39 4 54 4.05 88 0.88 1/8 X 25 114.92 114.92 4 8 X 37 3/, 59.01 8.02 59.01 118.02 1 39.25 76.45 39.25, 78.51 11 7.76 34.02 102.07 kwA 39.05 5 0 SHIM AS RF-'Q'D SEE NOTES) CAULK BETWEEN DOOR FLANGE SHEATHING 7 4 Alt L g Y; j SLIDING GLASS DOOR FRAME SILL 9 INSTALLATION ANCHOR 8 SCREW TWO BY WOOD BY OTHERS 1/4' MAX, SHIM SPACE SLIDING GLASS DOOR FRAME HEAD DOOR HEIGHT EMBEDMENT 4 n 1-1/4' MIN. LIBERALLY APPLY ---J CAULKING UNDER SILL 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 T Y P.) PERIMETER CAULK BY OTHERS SECTION B-B 4' MAX. SHIM SPACE TWO BY WOOD 0-11-1/8 MIN_ BY OTHERS EMBEDMENT SLIDING CLASS 1 HOOK STRIP SHIM AS RE0,I) SEE NOTES) INSTALLATION ANCHOR 8 SCREW CAULK BETWEEN DOOR FLANGE SHEATHING SHEATHING BY OTHERS TEMPERED C STUCCO <TYP.) OR SIDING BY OTHERS EXTERHIR ELEVATIDN 2 PANEL DOOR SHOWN SLIDING G I INTERLOCK INSTALLATION ANCHOR HOOK STRIP DETAIL m ULK BETWEEN 1OK STRIP iEATHING 1-1/3, min EMBEDMENT NOTES: I) DOOR MATERIAL: ALUMINUM ALLOY 6063. 2) #8 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 OF THIS SHEET- 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS, 5) USE: SILK ONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIORAP _XTERI OF DOOR, 6) if' EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE: DESIGN PRESSURE REO'D. 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE & CONFICURATIGN TO FINISHED OPENING, PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN. S) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF AS7M [1300 GLASS CHARTS, 9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. I(]) JAMB / SILL CORNERS ARE TO BE SCALED WITH A SMALL JOINT SCAM SEALER. 11) SHIM AS REO'D. AT EA SET OF INSTALLATION ANCHORS. MAX. ALL014ABLE SHIM STACK TO BE 1/4' 12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS 13) WHERE x- REPRESENTS MOVING PANEL AND .0* REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET, 14) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING, HOWEVER INSTALLATION SECTIONS 'A -A', "B-B' & HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CWIGURATIONS. 15) FLORIDA EXTRUDERS i000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES To 2WO SERIES AND 500 SERIES, REVI DESCRIPTION DATE F IN r--i p 1 1-, A EXTRUDERS LLJ Ij INT. INC. SANFORD FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS AWN BY: BB APPROVED BY: ATE 121171o1 SCALE: NTS IDWG #:FLEX0027 SHT I OF 21 PREPARED By- PRODUCT L APf-LICATION ENGE"EEsZIW_ 11,4C-. 250 INTERNATIONAL PKVY., SUITE 254, HEA7HROV, FLORII)k 32746, 407-805-0265 FAX 407 NOMINAL DOOR SIZE AND CONFIGURATION 4068 xx, 0x, x0 5068 xx, Ox, xO 6068 XX, OX, XO 8o68 xx, Ox, XO 10068 xx, 0X, x0 5080 XX, OX, x0 6080 xx, Ox, X0 8060 xx, 0x, xO 10080 xX, Ox, X 50100 xx, Ox. XO 60100 xX, Ox, X0 80100 XX, 0x, x0 9069 0xO 12068 OXO 15068 OXO 9080 OXO 12080 OXO 15080 OXO 90100 OX0 120100 OxO 9068 XXX 12068 XXX 15068 XXX 9080 xxx 12020 xxx 15020 XXX 90100 xxx 120100 xxx 10068 OxXD 12068 0xx0 16068 OxxO 10080 OXXE1 12080 0XX0 16080 Oxx0 100100 OXXO 120100 OXXO 160100 OxxO 10068 xxxx 12068 XXXX 16068 xxxx 10080 xxxx 12080 XXXX 1.6060 XXX-X i00100 XXXX 120100 XXXX 160100 xxxx 8 SCREE INSTALLATION ANCHOR CHART DOOR SIZE 48 X 80 60 X 60 72 X 80 96 X 80 120 X 80 60 X 96 72 X 96 96 x 96 120 X 96 60 X 120 72 X 120 96 X 120 109 1 /6 x 80 145 1/8 X 80 181 1/6 x 80 109 1/8 x 96 145 1/8 X 96 181 1/8 X 96 109 1/8 X 120 145 1/8 X 120 106 5/8 X 80 142 5/6 X 80 178 5/8 X 80 106 5/8 X 96 142 5/e X 96 178 5/8 X 96 106 5/8 X 120_ 142 5/8 $X 120 119 5/8 X 80 143 5/6 X 80 191 5/9 x 80 11 5/ X 143 5/8 X 96 191 5/8 X 96 119 5/8 X 120 143 5/8 X 120 191 5/8 X 120 11 1/4 X eF 141 1/4 X 80 189 1/4 X 60 117 1/4 X 96 141 1/4 X 96 189 1/4 X 96 117 1/4 X 120 141 1/4 X 120 189 1/4 X 120 QUANTITIES IN HEAD & SILL UP TO 1 46 PSF TO 1 61 PSF TO 45 PSF 60 PSF 70 PSF 6 6 6 6 6 6 g 8 8 10 10 10 12 12 12 6 6 6 8 8 8 10 10 10 12 12 12 6 6 6 8 8 8 0 0 0 12 12 12 14_ 14 14 16 -; 16 16 12 12 12 14 14 14 16 16 16 12 12 12 14 14 ' 14 12 12 12 14 14 14 16 16 16 12 12 12 14 14 14 16 16 16 12 12 12 4 4 14 12 12 12 14 14 14 18 18 18 12 12 12 14 14 14 18 18 18 12 12 12 14 14 14 18 18 19 12 12 12 14 14 14 16 16 16 12 12 12 14 14 14 16 16 16 12 12 12 14 14 14 16 16 19 QUANTITIES IN EA, JAa-IB UP TO 46 PSF TO 61 PSF TO 45 PSF 60 PSF 70 PSF 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 g 8 8 8 8 8 g 8 8 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 12 12 12 12q128 1 1 1 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 QUANTITIES IN EA, HOOK STRIP UP TO 46 PSF TO 61 PSF TU 45 PSF 60 PSF 70 PSF 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 7 6 7 8 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 7 8 5 7 8 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5• 5 6 7 8 6 7 8 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 6 7 8 6 7 8 6 7 8 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 7 8 5 7 8 5 7 A i- ANCHOR NOTES 1> FOR MASONRY OPENING W/TWO BY WOOD BUCK USE SAME ANCHOR QUANTITIES. FLO Rd DA EXTRUDERS jINT. IN. SANFORD, LF TITLE. SLIDING GLASS DOOR rF L IMEG - "4 7182 REV- LETTER: SKET, alm I "T 0L Wei " fellbe] klylk Mits 1. DO NOT SCALE THESE DRAWINGS: WRITTEN DIMEN51ONS AND NOTES SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING NOR< 2. ON-51TE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE SPONSIBILITY OF THE -CON ACTORS. EACH SUB -CONTRACTOR SHALL REPORT TO THE FIELD MANAOER ANY DISCREPANCY OR OTHER OUE5TIONS PERTAINING TO THE I::RANlN&5 AND/OR SPECIFICATIONS. 3. IT 13 THE INTENT THAT THESE DRAKN65 BE IN CONFORMANCE KTH THE 2001 FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL, CITY, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF RK_ 4. ALL TRA E5 SHALL FUK'Nl5H ALL LABOR, EaUll-MENT, MATERIALS, AND PERFORM ALL kSCRK NECESSARY, INPICATED, f;2,EA5ONA5L-r' INFERRED OR REOUJRBI; E3',f' AN"r' CODE NITH -UR15DICTION TO COMPLETE THEIR SCOPE 5, ALL 34"X22°' AND 36"X24°' PLANS ARE PRANN TO SCALE 1/4" = EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/5" = 1'-0"_ ALL IiXII PLANS ARE DRAM TO THE SCALE 1/5" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRANN TO 1/I6" = I'-O s; Fox ,-.. - OBS HomEs BASIC WIND SPEED -- 130 MPJ4- (FASTEST MILE) WIND fl-IFORTANCE FACTOR = 1.0 WIND EXPOSURE CATEGORY = B APPLICABLE INTE L S RE COEFFICIENT ± 0.10 INCLUDED IN DESI WIND LOAD) DEsteN wrpc) LOADS - WALLS +22 , -16 PSF ROOFS = +20 , -20 F'SF 30 FISF AT Old ) 7013=011plollummm f,X ENGINEERING is C - COVER SHEET Al - FOUNDATION PLAN & DETAILS, ALL SECTIONS A2 - FOUNDATION DETAILS, CONT. A1.1 - FLOOR PLANS A3 - EXTERIOR ELEVATIONS A4 - ELECTRICAL/HVAC PLAN, INTER. ELEVATIONS, PLUMBING RISER DIAG., ELECTRICAL RISER DIAG. A5 - LINTEL DIAGRAM & TABLES A6 - FLOOR & ROOF TRUSS LAYOUTS A6.1 STRAPPING SCHEDULE S1 GENERAL NOTES & DETAILS S2 CHIMNEY, STAIR, & REPAIR DETAILS S2.1 STRUCTURAL STAIR DETAIL S3 CPT_ CVD_ PORCH DETAILS, OPT. STAIR RAIL DETAILS 2X- Top PLATE — OVER 6 MIL VAPOR 5ARRER OVER TFPF-ATED, CCt ACTED FILL -7 3 5 BAR5 FlIBERSLAZZ S44&4r.LES1 OVER 15,FELT OVER IA6, Ose OR V21 CD'x ZROOD TRU56iEr. STRAPPED AS &4m" ON Tfar-,'. LAYOUT PT Do OVER Dfa CDR OYER 2x6 sUBEAScIA aV CONT ALUtt VEI'tTED SOFFIT DM_ 2X5 i-EADER FOR OPENING., DEL 2 1-4EADIER, F 5' '3' , iU014DOW tw 2x WOOD 5TLq;,s O.O. av R-9 nl I/&- SON rTTL_ LATH DYER 5' FEET OVER ljyol OSBOR W, CDX 2x ElOTTCH I -LATE ON 314* T*, PLYWOOD 2X4 CCNT, DAI'D WARD FLOOR TF166 STRAPPED AS 6POUN ON TRUSS LAYOUT OR OTI_ "-_- 44T. -D5- CR T 2- 5TORY ATTAC49-TENT TL spow LNIEL BLOCK W4 5 EAR FRECA.51" UTA (1)•5 Ial E rl FT OR CIREATER PRECAST CONC, SILL IIAS, FIN15I4 CM MOCK U05 DOWELS NOUN LOCATIONS ON FatMATION MM @_WAIL SECTION - FRAME OVER CMU C D iV6STORYTOP PLA V2' DRTUJALL OVER w FUFU OVER INSULATION — 7X4 BOTTOM PLATE OVER 3/4, T 4 r. Ft — 2X P. Y. BTM PLATE BY V2-1(5* A5_ 32, O/C 3-I2° COC N, SLABvETEIEIRm OVER OVER & M VAPOR 5AFIRW-R OVER TREATED, COMPACTED FILL I FIBER5- A65 SPE$ OVER 75' FELT Cl,-_ R 11b" 0155 WOOD TRUSSES STRAPPED AS ON TfOf5S LAYOUT F`T_ w OVER " CDR OVER 2X& W5FASC4A W1 CONT. t ALIfVENTED SOFFIT vM_ 7X8 ;-EADER UNUE55 OT" EFUW51H NOTFID ON MAN MDOW t" T 2x WOOD STU:>s . V" oc. vir STUCCO ON "TE' LATH OVER 5"FELT OVER I%. 2x oo"Otl PLATE ON 314, 7 41, 015B. 2x4 OONT_ 5AND 130AFV FLOOR TRIUSS STRAPPED AS Sp. OUN ON TF&r- 6LAYOUT LINTEL MOCK am - 5 BAR LINTEL SCREEN 31"21 CoNa BLAB BY R15FTRM6A OVER ( , ML VAPOR 5AF_-dER 0 msowf FIN15W R TEFa-JTE- TREATED, UF= LL OVER CM MOCK C,Ot ACTED FILL Cm 5LOCK ovill BAR LOCATI(745 ON F014DATICH FLANGRADE 3 5 5AF-5 20' SECTION-0 SECTION-0 D CELL- FILLEDCELLTWO STORY, WALLSM W ALLSINMLINZ 20, F WAOLL SECTIONFRAME TWO STORY S;04GLE5 OVER rl* FELT OVER 2-,Cr SM_ AsB6Z IW 038. OR w lloDx WOOD Tfars- BiEs tf2'STR,- JEW STFZAFT-ED AS 5wom CH TRUSS JIZ TFAREADE LAYOUT RM 37 is D< 2 P-T. OVER CDR OYER 2X& 5JEFA51-1A W CONT ALL' t VENTED SOFFIT D51._ 2>0 ;_?EAVI5FZ FOR4- 6'KAX ALTERNATE 2- STORY OPEN*.rl vm_ 2DW ATTACHMENT WG06 WVGOD AEAVER FOR S_51 flAx OPEN911. U90. INNE)CU) UNtT 2x - RADOD, 2-1(20 STE STUDS - lboz, t4R'*IER w R-1 0 1/ 8, STUCC-0 CH irz 5TPAJEW rowL446nn- LATH O%ER 15. FELT OVER Ilvl. VZ THPEADM OSO5' OR V21 COX FEET FLOOR TRUSS L,7')< a' STRAFTIED AS 51-10M AJI aZ OA- ON TRUBS LAYout OR ALT. 2 -STORY ATTACk- IENT _%40IIN VOL. 7x - Tofl MATE DEL- 2XZ i-4EADER ALTERNATE 2-STORY FOR 4-A,' MAY- opeays' DeL_ 7>w TM_ ENT(qL i-lEADER FOR 5'-3' WIDOW UNIT 2x - =00 sTUE' S - ylor- w R- 0 llr_u_ OVER TREATED COMPACTED 7FU cmu 1_ c ADE 3 5 BARS MONOLITHIC -SLAB- CMU G 0 STORY Twc 3Cv4c- SLAB B;w SH '4W4E OVWS MIL VAPOR ROVERTREATEDCOMPACTEDPLLO VARIES 5 RE —BAR T_ BEARING DEPRESSED SLAB AA C ( b GARAGE TWO7 — S TORY 2) FS C,Mj_ SLAB Wl=, SH l- VAPOR D"ER TREATED GDWACTED FILL Icr 1- - 1 3 5 REAR THICKENED SLAB SL B w ING WALL TWO STORY85LINTELFR= w AA5 cow. VERTCAL of SEE SINGLE COURSE LINTEL 3/ 7=1 _- 0 SLAB 6 r , M WIL WORVAME' O', ERTREATEDCOWACTEDFILLIj 5 FEBAR COOT. WOWKENED SLAB NON BEARING x TH-fNTRY ONC PATIOS NON LOAD ORG- WALL I 1 5 KBAR OCNI An- 3 1/7- COW- W/FOERMESH OVER 6 ML VAPOR BARRIER OVER TREATED CONWACTED FILL DEPRESSED SLAB NON BEARING 0 GARAGE LAP av STD. HOAG .5 BAR 5 HM7- BAR J FRIED cm TOP C47JRSE Obi BLOCK CHAIR BLOD( UNDER FRAME TEL BEAN REINFORCING FOUNDATION DETAILS & WALL SECTIONS _- MONOLITHIC FL - ONIFILUMNG UNDAfl WALE = 14.= I, _01 407) 774-9003 FAX (407) 774-6477 P-0, BOX 161613 ALTAMONTE SPRiNGS. FL 32716 TLICMAS J_ ANDERSM PE/ 47819 MAXI UW- OZEILITED CELLS TKNT E" RE5hST A R30 MP-H LCLAD DE51EN 1_L PRESSURE T = 72 ESP MAX31'I" ^Ltf,- ENSION ON HOL-LOW CORE MIS 15 25 p, TAELE 1131 SECTIEN Fs e PARTIALLY GROVED I_jALL = ' Ja4zr OtIfONARY STFICTLIFE-5 AJ_ 3) USE ff-O' HORIZSPAL.W. - 'r-4' CEILDFb MAX (F5 = L3 LEE 5`4Y H13BIZ SPAC-945 - 11r-C" TEI 'Z-a* FEL"45 f"AX wo I N MAX 4 ml ftf; 22/-24) (422/-24) EEARESS db BEDW "3 BEE)FIl *2 OrRATCLA 9 RX 0-a c4WET RR cAFjS7RR V-9 V2- r- -2. BATH 1'2 Im A V&M FLR 7 R,s w V-F Lv BEI)RV 14 OPT. GAMEF41 6 RAT aA CIARIU " Q'A' EERESS SH-25 DBL-25 f-2?J -24) 4)% W, CCL SH-25 SH-25 211 -26i 4221 -24) f-721 -211) FAF-MALFROW ELEYABL'M V 0 MASTIER MI)ROOM V-6 Q RL71% 1668 112' 3- 31 wR HA+VLER TO HAVE K OF 4' CLEARANCE ON ALLSVE- 5 'AND EwYo, SPACE SHALL PE MVC 12' MER THAN AFPLIANCE MASTER BEDFJI v RAT a_a CIMIPET FLR 20'- A V2' 8CALE P-O' NOTE, EXTEPJOR OLLS WERE VMFIED 5JUMCENT FOR %1EAR LOADS ALL STMX: WOOD READEF-5 TO 5E DOLME 71 x 10, tMESS IMOTEDOTNOTE- ALL WERfG*Z WALLS TO BE 3 1V ugm LEGEND MLES6OTHERMENOTED. SEE FOUNDATION PLAN FOR II NOTE: ELEVATM 'A' SHOUR FILLED CELL LOCATION. V7' AFF. 5FAI EXL KITCHEN LALWRY YEUB eRa WALL r, 4 CaIr 5TOP BFrl VAU Dom_ 25 2V - 2tV EH-- 25 SH-25 f+ 22/ -24) 1 0221 -1- x Ela I NOOK ep FLX UA Wm RR 2- CAR GARAGE W r HaiaA eh. z CZW- FLR 0- n Dc 0 V%- 0 Sr- 1 WALL LL t51 x 7 DAD- fI19/ -2EV PP, NEL oil w as er Jill Jill lat FLOOR ELA fit 50, FT. GALCULATION5 15t FLOOR M2 BEDP- M. #4/ HALLYSTAIR"WELL a STAIR INFOP-MATION 2rd FLOOR 14410 GAME RM. HEZHT: 9-4' TOTAL LIAW;z AREA 250' 11 LEPU-- kM W-8• PJSEF--- 15 p I 112'EPLH LAM 00 AM TFZEAIY-- 14 La 10- EALH ENTRY 15$ deg-dby:d OTHER 00 ch— by- d.- d-v w- 2501 STAIR GARA6E 421 7clurIXm2x12 TREAV TOTAL AREA ENTRY 2 r Noem M^QR. SCALE: N-T-5- 1 W)ER ROOF 295 sheet j,, f NQTE---F STAR IIET,-JL IN 5TFW-RRAL SHEETS PATIO 2x12 5TRINCER A2 TOTAL AFEA jr w A J*- FU5 2M3 0 ROGF MC34 1 r-- Z naw 6p,4DE L F 1 51 D E ELE-V- 5GALE E = '/,'= r-O' 444 p SLL MATH WtVM QLM6 V-ov, ------------- F"W v W REAR-ELFYAIb2L- 5CALE Im I N IHI o w 9 oc-) lit! C14 H I sheet A3-A Of CELM FAN pwawanj x tt j, flea CBYJ j, j, 30 r Ern 6L 5TW AMTY SCALE - 114* z 1*-0' m 9 OLFLE. AFI- ExmTFM nowmwc- SMO'E DETECTCR WATER » RE-C 9,ca celEccR f4ma mo") CBV ' ALT REC ELEY6" 5 5wo4m FEr- UTK Box F DrIcclEcT FLe FD, 50TO4 jj TRACK L*WW, ma socw ffi wAy SOTCs CWV. CEXM RX DOOR eELL Lt w (. M.CR Fina to KITCPEN A KITGWEN E3 KITGPEN G SCALE-r-o' 6 L4441 STW FW/ OPT- VAP8T7 co OFT, TT VANnY 1: bl m 4- BATH D BAN E FOWDER Rl F 5GXE-V-r- V 5CALE- SCALE - INTERIOR ELEVATIONS m Sam LAY! Vr czm V+Y Im LT-- UY r 5 r Lr— 3-- 3' 7_ Wt LAY IVY 3' 3. Wr- 69L : 250q FLUM51N6, RISER Jlvl'r' Y- iR 02 15t tLtt, I NICAAL- SCALE . 114' - 1'- 0' 1sr c C) No v Fla ay: ro by: d— design ed br, sheet A4 m NOTES; CAST—CRETE SAFE LOAD TABLES M619S161.1 FOR GRAVITY, UPLIFT & LATERAL LOADS to dR60. Mind par A Adis S or dRdd. b. RI.Wo." law .1 World p., A15TM A416 grade 82 .1-# .1 AS A$10, ASTH"r,4210 Lip. 5, Zt, per N 'r 1. P101d. N11 mortar head and Share, tilled I_Wfl.tid, al ol .t '"VN0 Ella.,. Wor tl'4 . =% 4. L't"t are "nal %"th no"61'.. the to oo doto "mdal , and -tn . 0 All lmt.l. _t - ."od i l dloffo4t" ... pt Ilnxal0 6 ( 1`4" "'I" I— ZX "1 —11 " .. -1 u'eo' Zt. 11, "dIZ1=11. d . the bottom 1 =11, h"I W"" 41ookol %' nlaWlp. .1. -1d.d to tla botto,, stem far P- Wod n _"P..'to mw in Ile. ar " o to "02 q. Sere Idea rdtWW m• AGI HIS ta. l. 1. 1... than 6. 1/2, l 2. N'k - Not Robed. 0 two 1044W =,tv.41 9=r;l1omoo load on Who -tlon wpooflod, 4 sale loodi ad. 6'6* flold 5, Additlo,nal lat"-11. A 0=) be own,*d bl the ag P- d" aww'.1, n 0-9 abov, the precast lintel. 6, on. It'1 be too for t.. " 1.bor. In 6' IMle is only, 1, The do.=May ntr.kd load. Flon, the of. lead Cda=ea IW dy I.I.W.t" to. —.1t-realt¢Wg —It mid h.W at d—o' P- the of t. e. Far4:Ia (btohmirtb not shown, - safe load from no,t fo- hol h All n unit. pound. P., lW Pool, GRAVITY I— I IN 60') A$ l 1141 NO.) 9 Aw ties. Br . wa REDUCE 'VALUE eY 15% FOPS GRAVE 40 f'[ELD AESAR U I ALLIED LINTEL TABLES I N r- hn 0" 0 par AT A"" 2 .7:; 0".lto , At A.11 9 rot = t thlol. =.1 4, W Well 4anWrota - 5, 4~ 0t# fnd0o Well par AOTH C-qO a i, nom. P1, Idee- 001. 1.7.111.9 S. W, 410 *.Mite .I.W.tod We, 1.6 to 0, 11 load. " na W, par lirgan Pool or to "' thee not It A love, V"h1d` load PlELV REBAR vffiI -S Wk 40 t N1; C'G. M.U.ONIRZTI! PILLVjIMLL, 14. 15AK5ale 9 0'• 01 413 4 11$ 01 to, o, i T1T TO rlow. C) I rr rfl Q m Qm Qnl NJz z z rriz Nz C) 6 UCPrri A lJ M c) I Zi 5 Z ( p A 6 z I 3 2509 ( GARAGE RIGHT) CIENTEX HOMISES 17 1 Orlando Division > --- ---- LINTEL DIAGRAM1385 Douglas Avenue CJTI Phone, 407.661.2160 Suite 2000 Fax: 407, 661.4089 Altamonte Sprinp, Fl. 32714 1 w lN,- -- n. 04. Ott = nnN, ft chew nall C.— no— wo"n4- Wall cIt CAST-CRETE SAFE LOAD TABLES MATERIALS FOR GRAVITY, UPLIFT & LATERAL LOADS Vprecast Intels = 3500 psi. ..._----- -- - 2 f'c prestressed llntefs = 6000 psi. 3 f cqr uA = 5000 psi W max 3/&' aggregate_ 4, concrete eiosorsy vmt5 ( j per ASTM c9O nc/ minwwm net area compress3va strength = i400 p5i- 5 Reb; provided ki precast i4+tel per A5TM A&15 6RH0. Ficid rebar par ASTM A&15 &R40 or C-R&O- 6 Prestress"g 51;,amd per ASTM A416 grade 2- 10 lore re(axot€on. Wz32 wire per ASTM A510. M. tar per ASTM G2-70 tl pe M or 5. GENERAL NOTES 1_ Provx e full zartcm- head and bed 3oinl;5. 2. Stwre fidted iLniets as rcgvirad. 3 Instailotlon of lintel must compfl Hith the architectural onellor structural cb-awilgs. 4 Lvrte I5 ere ,mfocturoal v th 5-1/2' iong notches at The ends to accommodate vertkal cell reinforcing and grouting. 5 All imtels meet or exceed L/560 vertical deflectlon, except lintels 1T- 4" w d longer r ith a r , inal height of s' mcet or excaad Lf130. 6. Eattom field added reFar to t. ioceteel at the bottom of the fintel cavitS_ 7. - 102' diameter wiry sttrrups are waded to the bottom steel for rg heaical anchorage. 8 Gast -In -place cor+arete may be provided in composlte lintel in ilev of concrete nosor" units- y Safe toad ros bored an railana3 desires fysts per AGI 376 and AGi 5A SAFE LOAD TABLE NOTES B- All vales based on min' 4' bearkag. EXc.eptlom Safe loads for unfilled i# nteis must reckit,ed by 20% If bearing length is less than 6-1/2". Safe loads for ail recessed lintels based on 5" nomroi beartng. 2_ N.R. = Not Rated. 3, Sate loads are total svperimposed allor+able, load on the section specified_ 4_ Safe loads based on grade 40 or grade 60 field ebar. 5. Additional loteral lood capocitg cam be obtained En the desic3rer lay providing addionnl reinforced rnasor" above the precost lintel. 6. One #T rebar may be substltvted for two #5 rebers In 5' l#nteis only. 7_ T'ne deli , may evaktate corcentroted ?oaks from tL-e safe lead tables cy ca#cvlating the maxanum ra=ist" maimna+t and shear at d-away from the face of support. For co,,Vasite lintel heights not shown, use safe toad from next tawer Fetght_ 9. Ali safe kooks In units of pounds per i;r,eor foot. 8" PRECAST W/2" RECESS DOOR U_._LINTELS REDUCE ' VALUE E3Y 15% FOR 6RAOIE 40 FIELD RE5AR 8" PRECAST & PRESTRESSED U—LINTELS .8" PRECAST & PRESTRESSED U—LINTELS REDUCE VALUE E3Y 25% 'OR &BADE 40 FIELD RESAR I cT I ALLIED LINTEL T L S MATEF, IALS & INSTALLATION retxx vi precast 17ntet GR&O per ASTM A6I5 2 r L_ In poured 5R40 per 45TM A( l5 ALLIED GRAVITY AF- LOAD TABS FC7R 8- CNLE !CRETE "hUNLS3_ Pt For prcoost lieteIs=4o0ops, _ _._ _ _ _-_- 4.''c far field concrete =30 sl "XS 8'X8 8-X12 8"X18" 8-X20- 8'X24" 8"X28" 8"X32 5" ,oi etc mRsorry units perOA5TM G-90 1 1 7E-,,,,, Np 1=i'l T}' D F€LL£D FiLLED FILLED FILLED FILLED FILLED FILLED FILLED t.- pe ASTM G270 t e M or 5 A-1 ` to ._ -_ 6- calnolattons by: Rkcha-d , 6257 10125 12000 12000 12000 42000 12000 R€ddle- Newman Englr eering irc. R.E., 0544 3& 5& 5237 ,5552 11440 12000 12000 120 sore hail comp,site lintels 4" O.G. ...—.— -.._. .._-_ 00 6- all carrpas4to bear,? 105 A-5 4616 635b 7269 E*01 9424 In, tr.>p of kxc r A-4 5i'J 1125 10&0 €&10 24f50 3336 3415 463-1 5350 9. safe 3oads based on nomh7ai &' beartrig _._.._ .... - --. -- A-5 a 6 402 1056 1&44 2542 I 3294 40= 29 474 2222 i ICJen loads spawn in awids per Iirreor foe_ A 6 4- 502 -_ 62 ila 57 i53O 1522la5-1 - 243€ 2556 oilpp _ 11. for tengthes not listed use next forger--._---. length for safe toad 556 FIF-L.D REBAft _.. 3&9 iffA --- - 5 GR 40 A`1 12'&' 421 4a& 400 5224 1604 1968 2560 2721 A-10 13' 4' 593 419 774 1G53 1351 1642 2024 234I A =11 14` 0" _ 342 573 _ 640 938 _€253 €5IO i806 204i i LIEA-12 14` 5' 3O& 354 6!& 342 ILO& 1352 €624 3&79 t I74 272 2& S43bLll 41 808 4&& CONCRETE FILLA-I4 144' 250 345446#3& I40& A-I5 200" 225 3b5473 ilFi2 #300 + i570 t&3t FIELi2 REBAR ____ ly 5 G-R 40 ALLIEDUPLIFT AND LATERAL -SAFE LOADS FOR, 8" CONCRETE -U" LINTELS i-Sla3°ACTUAL ------ -- 8'X8" 8'" X8' 8"X12" 8"X15' 8"X2D" 8'X24" 8'X28" 8"X32" LATERAL i0AD LINTEL 3dO_ LENriTli UNF€LLED FILLED FILLED F€LLED FILLED FILLED FILLED FILLED 8X8 FILLED 3i5o 9194 i0000 10000 10000 t0000 MOO 4408 A-2 316" 1&35 }b7b 5445 10000 j000o IOOOo 10000 10000 2542 A-3 4' 6" o1& 1051 4224 5900 5203 '1440 10000 10000 W5 A-4 5110' - 575 603 23&0 33N 4500 5-305 6766 7548, -177 A-5 T6" 545 370 1421 197& 2552 3544 5661 4600 661 A-(7 4' 4' 22& 2 2_. 434 7246 16&5 2055q 2542 2-147 423 A-7 10' 6` 155 209 7- i044 1341 662 2025 2347 329 A-b IL4' 505 333 652 9i7 1170 It 52 175i 2028 451 12'5' 247 252 645 760 49€ 1232 1464 L645 357 A-10 13' 4" 253 253 5io 703 &92 1109 1305 4509 320 A -I) I4' 0' 225 324 473 652 524 1025 It4b i b5 2a5 A-12 14' b" 19€ 216 442 604 769 955 H06 12W 262 A-13 i7' 4" 145 253 354 455 605 755 &42 474 t?l A-!4 19` 4- 1&4 214 305 420 525 157 715 526 2#3 A -is 20' O" d74 203 244 40S 504 '50 6@0 786 ae 59P EFOXIED TO BOND BEA" W 5W EPA THREADED ROT] W E,' MWM EMBEENIENT I-D,00F TRUSS LAYOUT A NT-S- ROOF TRUSS ANCHORAGE: I) USE (1) TYPE -C- (OR INTERCHARGABLE TIE) FOR TRUSS TO FRAME WALL OR BEAM CONNECTION UNLESS NOTED OTHUMISE (U-N-O.) 2) USE (1) TYPE W (OR WFERCKWG, IIE) FOR TRUSS TO BLOCK WALL OONNEG T. (I'.. ) 3) USE EHM25-N (OR WTEI"WCEABLE TW) FOR ALL JOIST HAWFR COWETIONS {UNO) 4) USE (3) 16d OR (3) .131 x 3 1/4' PASELODE GM WJL TO FASTEN JACK TO Kp GWXM (T&B) 5) GABLE TRUSSES REOUNIE (1) TYPE -A- OR 1) TYPE -C SWAP AT W O/C FROM CENTER OF TRUSS, 0--4-1 BASED ON -NATIOKAL DESIGN SPECinCATIONS FOR WOOD CONSTRUCTM FROM TABLE 8.& - -IWLS AND SPW.ES - LATERAL LOAD DES" VALUES' MAIL SHEAR VALUE (rm) ad IOd tz 16d i41 DNOTE: SEE TRUSS ENGINEERJNG MFC.'S LAYOUTS FOR TRUSS —TO —TRUSS CONNECTORS I 17- 4--12 -PLATE - HT. A 8-- 0-0 PLATE HT, FM=== 16" L FLOOR TRUSS LAYOUT 'A' & 'B' FOR FM 5TRAPPM 5a Ist AtV kd RjXR RA1,15, A PNEUMATIC EQUALJVALANT MAY BE SUBSTITUTED FOR ANY HAND NAIL DESKMTVQNS ON Rim F I,, T w C118 113! C) u') CN slit spa wd. W Q-227 sheet: A& A U BRACM FE0AiBAENT8 ATTAC 4 TO UED6 W!TH CUISTER- L' M L. L2"LE 0) 2x4 Z<4 (Z 2 6 oF (2) lod NAIL5 VERACE 'L' BRAEE IY jjoE, -L' 5F,4CE MIST EXTEND AT LEAST &M OF UE5 LEWj44T C145LE TFAI55 oSR-FSON A35 - 3'-0' O.C.OKWw2x4 -IPFIJCE OR BETTER LATERAL 5FZ4cE 5 SOff- ATTAC34 (2) Vd TOENA&S TFE -D- 4a, Ocd lod NAILS 4' O.G. 4 04'-V'<--STFZAF Od RAIL5 - 4' 01. NAIL2.4 DRIV16LL, NAILER D,CUBLE 214 TOP PLATE TYPICAL WOOD GABLE ATTACHMENT fO- FRAMING END WALL NOTE-- T1415 INSTALLATION I$ N ADDITION TO EFACRr, FEOUREME14TS OF TR-r-S MAMFACTLFER ROOFSA OVER TR-15SE5 SEE NWLPVl ZONES) 5ACn4A1j- 0 (2) I61 NAILS 5AT-2 wo TFaz5ES 24' Oi. — L- To EXTEND AT LEAST go% OF UE5 LEWTH (SEE TABLE) 2x4 F-ANEL 13LOCK445 - 4&'Oz- FOR THE 0) ROM OF TF16' SES FFzoM EA END TYPICAL ATTUY (2) V,4 TOENAILS - GYFSt" WALL Z50AR/ 591PSON ' A35'_1 AT31-01 Off. 2x4 DRT'GIALL RAU-ER- DOU5LE 2x4— TOP MATE ii I/ V61 OS5 yyiORla. GDX 2x4 DIAL, 413'0G. UV ( 4) 106 RWL5 - F4 END FIRST TWO BAYS GABLE Tfar-5 STRAP TYFE ID, 481 O.Cj Lod NAILS 4' OL Iod NAILS - 4- O.C. 5I- EA74W, UW 12, " IN epl-kE 2x4 STMIS ® ' O-C. UV 2.4 MOCKM - t-M WOM FfZAM1t,* WALL) 2.4 f5LOCKW- - AO" 0-G, ILI 5F- 44-1E ATTACHED tiv iod NAILS 41 Or-- TYPICAL L-- GABLE TFdJ55 UEB @45ECT I ON 5I [__ BR - ACE DETAIL 2x4 LEDGER TO rUTC44 SOTTO 2x4 - 48' OG C44OF;,v -st- OFE OF Sc-155OR TFaIS6 ATTAcW To dE55 OTH cLU5TER5 ILI BpAcJE OF (2) 30d NAILS, -------------- ATTACI-ED UV 10d NAILS 4' O C. TYPICAL L\L GABLE TRtISS UEE3 Q&EC-TION SINGLE 'L' BRA,- E DETAIL amm-E END agACNG DETAL UM,V WEED 100 "K BEAN 'Vbl I I-Er.W UP TO 30'-0- ENGINEERING 0" 774-" W Fa (-* 77 " pA WX M1613 ALMAWK 5 ft r s. mconw nj 4"'. JUN 0 IN TR 6 5NF50N DF51&N LOADS (L335.) UPLIFT PRODUCT DF5GRIPTIOI 1 GOMPLIANGF L15T1N6 FASTENERS MAX. iFLISYP SPF A CODE METAtB CONCRETE STRAP SBCC1 9603 t 1 14-10dx1.5" (2)pIv 10-16d - t 5 1500 455 , g265ATS16 1495 B H5 HURRICANE CLIP NER 393,422,432 4-8d, 4-8d j1F43116 1000 TW15T TIE NER 413 _ 14-10d 1670 670 D LSTA30 STRAP TIE NER 413, 443 22-10d 14-16d & 6- 16d 10000 1550 HUS26 SINGLE FACE MOUNT HANGER NER 393 8033 1080 775 F HUS26-2 DOUBLE FACE MOUNT HANGER NER 393 4-16d & 4-16d 18-10d, {2) ATR 3%4O x 8 5955 1885 1355 M8HA3 56 7.25 MASONRU HANGER 8"SBCC1 9603 SE3CC1 9603 F 14-10d, 2 ATR 34"0 x 8" 6050 3145 2260 v9F{ A Bt1A3.56 9.25 MASONRY NAP3GER 9.25 14-10, 2 ATR 3 4"0 x 8" 6050 3145 2260 MG MBNA3.56 i1.25 MASONRY HANGER 12" SBCCI 9603 NER 393,469 3 7 28667 6465 4650 O NDBA SP4 NOLDOWN TO 3" WOOD TOP PLAT ANCHORS 4X NER 432.443,499 6-10d x 1.5" - 2917 735 530 R SP6 TOP PLATE ANCHOR 6X NER 432,443,499 6-10d x 1,5 3 4"0 LBP 2917 5 8"0 28333 735 8665 530 6485 x HGT-2 HEAVY GIRDER _TIE DO -.--_ NER 432 8-10d or 3100 980 700 Ap, BCC-_ POST ANCHOR &CAP 4x4 NER 421 _ 3-16d 8c 3-16d - 4700 t050100 750 BB BC6 POST ANCHOR & CAP 6x6 NER 421 _ 6-16d & 6-16d— 3100 750 T CC BC46---- POST ANCHOR & CAP 4x_6 NER _421 6-16d & 3-16d 1.5 4430 1450 1245 CG HTS20 HEAVY TWIST TIE NER 413 24-10d x 5 8 0 12150 2775 2000 II HD2A NOLDOWN TO 3" `HOOD NER 393,469 2 1 I 14-10dx1.5, 2 1 14-10d - 1495 HETA20 HEAVY CONCRETE STRAP NER 393,469 1 1 17-t0dxt.5", 2 1 15-16d - 2130 2130 1860 NNETA20 CONCRETE STRAP NER 393,469 24-16d AND 5 8" OR 3 4" DIA A - 4455 4455 MTT28B HOLDDOWN NER 393 432 Im IQ, UP AI NAAJS WALL SA WADFR Rc, FP-0, M1,0EIR NpIf- F A IS CALLED FOR ONROOF C' W 14- 5EE COMECTOR. CAART M-AN PROVWE 2x4 51-00<24G ALL FLPANEL EDGES 4 F. BOTTOM OF I IEAVER 5C3 FOR TRUSS IAFHR 7L*A= STRAPS) ad NAILS AT 6' OL;- OR 5d MAIL5 AT 4' Or- OR EOUALIVALENT DOUBLE TOP PLATE EaJALtVALENT PREMTIC FMEMA74C MAIL AT V-A HEADERHALATSUFTIORTEDFTY-S IIUFT ORTED EDGLS A-9> IT_ f?) 2AD UWL(2' CDX FUTC34 vvl C-15 OR CIDX AND ELOCKW, AND 72'0r- 12- ac- FfELD FOR OTHER EXTERtOR $HEATFI FIELD FOR SHADED AREAS AREAS OF ROOF FAILED 0 10d C-6LY OF ROOF 41 Of--- EDGES A14D 12, Or- FIELD FEADER 5RZ15 2x4 P.T. ULALL STUD V 05B SHFATPW, V2Yp 1 COX T V2" O11A. ANC3-1OR BOLTS TO BLOCK 2 FULL WI LET14 4'- 0. WALLSTUDS-. 1/2" DtA x V ANCHOR eCLTZ, EV95ED r,'"OL INTO FcWPATM W LOCATED UNT"N 61 OF EACH 01V AND 32' OC- 0- WI 10-I0, 1 KAL5 - BOTTOM MAX EL6EU94ERE OF WALL trl=DER STUD 2x4 F-T_ 130"Otl PLATE STRAR EVERY OTHER STUD TYPICAL. -FRAMING AND CPNNEGTION- 5 FOR OPENINGS S ROOF SHEATHING NAILING RSN ' 1, ROOF" PATERN DETAIL F- Amft- C 1%=2Nf W- DE 2X4 F-ILOCKSr, IN THE e 24" 01G FIRST THREE FR- 1U-ING &FACE5 AT 48" Or-- REMANDEP To BE 5LC<XEU) AT 136" Or- OR PAT Fitt FASTENP,- FASTEN FLOOR 5HEATI-4W- TO FRAM`Irl tU/ UT" Oa CIOMIONS OR ad "OT DIPPED GALVANIZE[) NAILS AT THE FOLLOUANG SPACW- 1) 6' ON CENTER AT ALL PANEL EDCzFz FRAMWI 2)12' ON CENTER AT ALL INTER-EDIATE FF-AMfW- 13LOGKM, - 45- OIC MAX IN FIRST T14PZE FR,4MR-rS SPACES 4 6' TPEREFORE FLOOR FAGL2r=q AT ENIDWALLS WOOD TF16S STRAPPEDAS SHOEN ON TRUSS LAYOUT - 2) 2x- TOR FLATE - DEL 2XB HEADER FOR 4'-6" MAX OFENW,IG, Om- 2XIO FEAMR FOR 5-3' MAX OF' EMI6 UND 2X- EA- OCKING , AT MID -SPAN ---- w" O.C. STU:> SRAORAG FOR R4T- 5pG- WALL G PLATE ANSHOR, FIERY EVERY OrWER STUD (TYP 5D<PANStON BOLT N 24, or__- T=TF STUD CONTECTWI FLOOR TFa1S5 TO 2- 1 FLOOR STUD TOT- 2x- BLO--<w, TYR AT MIDSPAN I&I ax- STUD INT D FOR NT, FRAME UAL- pLATE A4 HOR EVERY OTHER STUD IrTrp TOP A BOTTOM) ODIC. EXPAWON DOLT 24* Or_ - 1116' 0.513. SHEATHING 2X4 UE1, STLI[)5 - W" r 2X4 &OTTON PLATE 3/4-FLYAIX)OD 2X4 BAND BOARD yl"FLOOR TRA155 A' OC TFIMS PER TFAISS FLAN T W- RLATE TO FLOOR TFU5E I FF- Atl[Nri 4 STf-, AF FIW-:; IINITEIF--- FRAMING & STRAPPING INTER, BRG. WALL 0DOORI15= 5FG;, WALL Y Z STORY IBWD ALL FF-47MIT; 2 STORTWocvTRUSS, STRAPPED A5 ON 7RUS- 6 LAYOUT 2X4 Top LATE 4 1--5 1 oc - DATE AAOJ- VERY OTHER STUD (TYR, STUD I BSOTTOM) - V2, x ell EXPANSION act-TS, 481 O.C- ONU U14LL---_ styWOOD TRAJ55 STR4pFFD AS ON TFW56 LAYOUT 7x- 13LOCKR11. AT AN V11 O. G. SIUD FOR M ef fl FRAM WALL @F-LATE A"CHcR EVERr OTHER STUD fTyp. TOP 4 BOTTOM t, 71>00 5r T 32- CIC S XTERIOR WALLSHEATI- IING NAILING I NNG PATTERN DETAIL WIZxv, - PT2X6W V2' DiArt ' J' r-11w. (TYIFJ BOLTS ;,45MAX UV 2X4 P.T. 2X6 Uy 1;2- DAR- L 1,P BOLTS 4a' MAX W1 r,' MIN. EMBED. (TYR DETAIL: TYPICAL At_'LBFASTENING J@-OvERHEAE) GARAGE SCALE: N.T,5- 2a ESE FT- OUIRE?"IEW5 APPLY 04ER lt DOOR FASTEN1111c, ETW,V iS NOT SFEC:WfED. T EK BUCKS FoR --- O-QL 5 U NAIL W/ -109 DIA ORHEAVIER POWER NAILS8,. Ole AND 3. MAXFROM ENDS TYR uv r "N- EMEDt-ENT INTO BLOO, 2-) AL50 ADD 3i16' DIA, SELF TAFTW1 CIONX--_ ANCHORS THRU w1vow DOOR FRAI-S EIGHT (5) WOHE5 FROM ENDS MAX AtD FORTY (40) 04CIES MAX ON CZWER av r "'H- F1-T3Fvt11Ew KTc BLOCKATTACH Um'Dow TO BUGH uy 110 -- GREtrl MAX el' O/C AID MAX B' O1GAW MAX. 5' 09- FROM ENDS ET 2.X FOR WP. AI-P DOOM T ) L) ?F*TALL 3Ab'DtAr-1ETER SELF TAFF#X FROM ERDS AND 24' ON CZRTER MAX QV r MR D. INTO BLOCK FASTEN UWp< 76 BLOCK IRT BUCKS UTH -10 5CIREUr, a' 0, 1-- MAX AND MAX 8' FRG END's tv I, rw Erm3m. INTO 5uC2, TYPICAL BLOCK Q-FENIDETAIL fFOR pT McK FAETeft' , AV 35 P5F FAIRAW RAMING A - STRAPPING IPNRIORBEARING WALL- FFE= 04 WOOD R 24'OX DOUBLE TOP FLs 2x- BLC AT MrnS vl' ojc:. 5PAGN FOR W FRAME 7x PS. 5OTT- 01, PLATEED< PIW 5OLT 32' C INAILKTO 2 NAIL5 INTOToppLATE , TOPPLATE C=: 3E1\1ER,AL NOTES GENE - LIVE LOAD-,. ROOF: 20_F FLOOR f STAIR-- 40P- F 2 MID SFT--Ev Romph 3- 91-t- 3, ALL WORK TO BE N ANCE MATH THE PBr-- 20V CHARTER r- 4- OHLy UUTT C34AW SES BY THE EW-4, EER SHALL BE flFf"ITTED, GONG F-ETE -- L ALL WOW- -To 5-- N 5TRY-T ACCOFDMCE 0T74 THE ACI 31a 2, MTx pEstCdq CRITERIA: ALLC4RNCTRETF- TYPE I PORTLAND CZMW( AST" C E`0) AYS,,E4 L BED FOR ED= RE mcNJ MAXV' Ak1 WATER-CE31E)Iff RATIO BY tF-K- 9l F LLCU5: SFECIFED NoN-AIR AIR c1LA-IFRE55tENTRAINED STRE Tw C- V cic RETE 2SZW OXII 054 3000 0-56 0-46 5ELrWI-54- AD ON 6F- 4DE OTI-iER WATER - POTABLE 3 GPLORIPE - NONE -HT Ar I- t4f -E REOURErENTS, FRO K' 0FVAL UEK. IGFEC-ATE5 N CO 1A --E UKTP T OF A5TH C 33. 4- EnSERVE544 FOR SLAB TO BE AT A RATIO OF 15 L1SSJYAF!D, FOUNDATIONS L rESr14 BASED MALL SOU. FF 5 7000 I- f- 2- IF FOCTNG ELEVATtON ODaARS, TN DtSTURSEDA45TABLE OR U?4SUITABLE THE EWNEER SHALL BE tDTZ:IED AND IE,-E55ARY AE)JU&TMEWS, BE MADE PER HIS V"E1FjjOT1ON5, 3. PREPARATION OF T"F SRADE 70 FoELOW RF-C`"E)VAT1cq1Z 45 OUTILMED IN THE GEOTFCW#M REPORT. 'OfL, 4. STEPS N WALL EoOTw1&5 SHALL NOT EXCEED A SLOPE OF fl) VERTr-AL 70 (2) WORIZON7AU- 5- CALMON SHALL BE USED UJHEN CPEF-66TN11 VIBRATORY COMPACTION E:G&Rpm- NT I'EAR EXI5TP1IG 5TFaY-TURE5 TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE - MASONRY -- r- U4TW THE A I STANDARD 1. DE51GK MATERIAL AND ujO;ScT1AN5PIF1 SHALL BE IN ACCORDANCE eLgLDIcoOE FOR CONCRETErIASONRY ElfSTRICTURES' 61( --1 S30/AE:1 E301 2- CELLS INDICATED To EE FILLED SHALL DE GROTEO URTA 30'0'0 paj oCtjCF2FTF- f0' TO 10- SLU-R-) 3, PROVIDE 75' LAP FOR STEEL - ALL LOCATIONS- 4. ALL DELLS ADJACENT TO C_OR,_ER5, E3,V OF SHEAR WALLS ANDUHDER OONCEWRA7ED LOADS N SHALL GOHTAVE:FZTTCAL AND SHALL BE FILLED HAT14 OO?r-RETF- S. -cW-RETE BLOCKS SHALLCCAFoFjjTo A5TM C-',O (28 DAY 5TF2EWTH 2000 t-T) a*- I500 pail LAD N Fa044OV- BOND- 6. SHALL BE TYPE N. 11 ALL RE-BAf25 -144AI-L BE r- R4DF 40 UNLESS U) 4,0- WOOD : I ALL 00, Fp EN- 'E5 SHALL BE DETAILED, AND ar,W_ AND pFE-NEEREL, U TRUSSES FAE3-11-ATED N ACCORDANCE UMTH THE PROCEDURES AND OUTLINEDNTHELATESTEDITIONOFTHENATIONAL DFS'C" SFEGFr-ATtGi FOR R?OD 2. THE UA)op TRUSSES e44ALL 5E 51ZED AND DETAILED TO FIT THE AND LOADS NDr-ATED. Ai L VE516N 5HAL L DE N ACCORDANCE UTW ALLOWABLE VALUES AND SECT ON RROPERTIES D AND APPROVED BY THE BAALDWI CODE FE$IC l r-ALa,1-ATXn1* &tGD ALV SEALED BYAL1LZN`5Kf) PR ESS Etr-INFER AR, To RE SIJI3"TTED TO THE FNG-ER FOR APFFI-WAL, 3- FEFjj.6I,,ENT ISRIDGWr, pERRE DICULAR TO THE -'A-AN OF THE TF;UI$EE5 SMALL BE FR` 01VDED A" REaURIED BY THE TRUSS TRUSS MANLFACTURER SIIIALL PROVIDE STATO-1ENT THAT 90T%j3 OF ROOF TR155E-5 ARE BRACED PURR'k-' UPLIFT COND"-Sa 4- FOR STRUCTURAL Lt"55R, PROVIDE THE F(7LOUR4- GRADE AND SPECIES ; 50UTFEFd4 pft4E SURFACES DRY USED AT PqZ MAX. t-L C. GRADE NO2 OR RIFE FIR 50aw GRADE NO2 S. ERGADE GALVANIZED RE ED RAILS Hkr5pE METAL PAW-ERS AND FRAM'rl ANDHORS OF THE SIZE AND TYPE RECO"-j- By THE MA",IFAx--TL1RERFOREACHUSEW-LUDWl CONNECTOR& OF ECXIIVALENT) 6- ALL BOLTS USED FOR EOOD Cotq5TFUCTIO4 SHALL BE A MIRM31 OF 112* DIAMETER AND 6' N I LENGTH fASTM A-301) UTH MIN.1 1/2' D'AM U`AE`-Fp- UN'O- AMW OT SWOMKCOMPLWTHrIEMBFFRSor517ESAt4DOFPROVIDEFFSWMKORIFN RORT LIMITW, STUD ;- FiC- 4-76 17WART- DONOTSPLICE57FIr-TURAL "EMBER5 BETUEENSL* 5Y 6 AP47,3IOR AND NALDe, AS 5HOUN ' AND TO y OATH THE RE ED NAILW, SCHEDULE FROM THE STANDARD MULDW- CLA TESTA'TF57 EDITICK a ROOF 544EATWNG WIS. 065 OR 1/2' GDX SEE OR 4U,, w-5 FOR NAH-9,4GFIATTEFVS- VERIFICATION OF FIELD GONIDITION5 L COWFAr-TOR SHALL ALL FIELD COtXATIO* AND DRIENStGN5 REEATtVE To SAME UX4EFV THERE ARE COHLICT, E3ETtUEEN ACTUAL FELD IONSAND DATA PRESENTED 04 THE DR4vxk4G5 oo 4DMCNS SHALL BE G,M-LEF) TO THE ARCIATECT'S ATTD4Tr-N AND NECESSARY AD-`USTT-`EHT5 R Pie' ft' STRUCTtO*. E'ER 2- FOR ANrI- BOLTS L15E H-k,;4E5 OR EoOVALeItT (A-36 OF, A-301 STEW 3 7X4 BL -FIDGE 'TENTS' TENTSS UTH ad14ALS AT 4' ON CEWER, ON ALL SIDES OF THE WNW- -T T=D UKX- - MAX 24' Of- SToTopTOB44AL !Rr PLATE UV 76FTWYWJLS, (2) ON ONE SIDE 0) ON THE OTHER. INTERIOR13FARINGWALL )/ NO UPLIFT T111m I q V2' 2XI2 TREAD T- 301 OC. 2X4& ep-4C-tr- SRACI T, 2X STUD 2X4 NAIL To EACH TFW55 ram5u CHI RDOF TFA156- I/if" SOLIDp- -,— ,— ROOF TR. 055 OR V2, C-DX B_FRTAM""3 IM FRK)R CHIMNEY DETAILS rGTtgd OF lf8' TO L,2' OAF TYP- UP STAIR 5TIRMER DETAIL, STAIR TREAD V2' DRTW L rX72 M 5KJRT BOARD R41EDWLL 2x32 STAIR TOADRAT5TA, 2 241 O.C. 2.4 OLOCKR'k, - EA &C>E (TYP-) El FE01, . 24- OC, m 2x4 CONTW4LIOU5 2-7y V" CIO TOP @EA- SIDE CTyf--? VZ'C' 2-2.4 TOP PLATE 7,X4 STUDS OR V21. o/c- PROVIDE 2.4 PLOCKJNG 7X4 DI ep,ACE 7X4V 2X-4 Pff- BmOT. PLATE--— I)A TJ-50LTS AS 5VV -,U" EA, STRAP EA- STIV W-5- CLIP TO TOP aOT, SATE cru WALL WALLAL WALL SECTION FRONT ELEVATION CHIMNEY DETAILCECD HIMNEY DETAILS CONNECTION N-r-s 3/4' FLOOR &HEATWIW NO-TE, SEE FLOOR F-LM FOR TREAD DEF"TH 2XI2 of IX6 air _ — lroll Wool TF055F 2'0' O.G 2XI2 STF-WEP- FASTENED s BOTTOM A WEDGED 4 TOEMAILED INTO 2-2XIO s TOP TYPICA 51N(;- E 7X ITLV WALL u2X4STRRR7 RUN &TAIRDETAIL' LEDCER 2x4 NAILERHAN[DRAIL -0,0- TO WALL IDETA I L, STAIR TREAD -WALL THE mssEv Eft-LEZ, CELLS CAN BEREPAIREDorMT5* tv-to4NAILS HK,Cf3/vV (1) -, REBAR S5EH EPDXY FFLM TRZ5 STRAM TO PEsl TAP02Z TO CM M4RFAC'th,t-F (591IFSON) (EA04 5TP4P) (EAC44 -5TR4F) 17150ND EeAll 1-4 ON PLANS In Z_,11,.1LF'CELL5 SWOEN BUT NOT FILLED N THE FIELD pRovIDE rp mig rM5Fo- AIV 3/4ti POLE NTO TWE BOND BEAM AND THE. FOOT i IF AN *A' STRAP IS rU&FLAGED TOP OF BCi BEAM OR TTEN AFTER THE POURING OF THE LV47F]L EEAII PRE-Eh*RlEEREV AT Top OF CM WALL TWEN A UkX70 TRr 6 EOR t, 4 wl EACHpfzg, 2oc- GALY TO SffoN pf; O 75- IMA fp-46 0 FOR iFuS6 ACCO TO Ttf- UPLIFT SI- ER 31 T4. F TRUSS MANUFACTUIROZ R46TALL ALL Sm OIES CTITI-) TApCONS Wrn4 1-1/2' M. LINTEL BEAM 111/ (1) -1 C,!:;NT. ATTACH TAPCON& EvIERY OTNER 1401-5 MOTE: TAf--CN5 S&iOULD ISE 24' TAILED L -- 8'" CM WALL- CMWALLEPDXY GROUIT To POOTak. AND TOP OF FOOTEf;Z BEAM UY b'MDt f"BEI> NOTE, Epoxr C F SpOuLp BE INSTALLED IN SANCr # M" TME MANLFACIUFF RE ATI- ONS, MF 24' AT 45' 124. OC V -, AT 40- 0,C- VEIZZT-A14D (V 5 BELOW EA POST LOCATION FILL ALL CELLS Um4 2500 f-54 CO NC. ALTERNATE HOOKS IN END, BRACE ]EXTERIOR SIDE OF WALL DURINc, COMPACTION OF T145 AFEA'5 - 4&"00- --\ Sil 5113E ELEVATION STAIP, AND LANDINDETAIL E"j?)?lC, 4NE ENGINEERING e7l=%T 511. as 1) -1 Clo" T 2) SWIFISON T522 (243Mb, max UPLIFT) or 2) HU--"ES RT22H2 (2S3OLb- max UILIFT) or pgavvE OPEN GOER 2) sFr- ADS- 7 (34171--b, max UPLIFU Z W-ADJT. AT48'0f-- FOR tUEET5 2x4 POST SEE GRADE Y E Tor' pL,44 FOR<;PJARTITY ELATE Cov- V, ALL MBAR(TYRTNE, INGC WIAT PAT10pFTA[L for (2X3aTITUT YION T. FOR PATIO - q- Aa LEAvE BRAals ror (011 0 61FVEF- CONNIEECTtGN IN fj_ACE FORT DAYS AFTER f'ATk-.> 61-AlB IS POUFED J U N R HAN1:1RAIL To HAVE A 0IF?_-_VLAR CROSS SECTION DIAMETER 15ETkIEEN 1/2' TO 2', OR TO PROVIDE GROSS I SECTION pilTH F-OVIVALENT 6RA5PA5fUT*'r FO Ai ICE REFER TO FLOOR PLAN FOR STAIR IfSPECIFICTOTHISMOI::,FLSEC,TION 5PEr In T FILU5 (1) TREAD WST 2xI:2 STf;UN&ER_`3 AT SIPES 4 CENTS EQUAL :24' TO 25' OF STAIRS Y41 2X4 SPACER AT 5IPEY4ALL5_ ATTACH SPACER TO EACH STUD y4ITH (:?)Iod MAILS. 7- 5/4' SU5-FLOOR FLOOR TFJIS5 2Xa, STAIR LEDGER CONNECTED WITH 10d Ix R TO FLOOR TRUSS NAILS W 0,6- TF-11 2XI2 ATTAGH E-AGH 2XI2 STRINGER TO t- L-EPOEF, WITH (2)1&d NAILS THRU 00) LEDGER INTO 5TRiN&ER AND (2)IOd 1 NAILS TOE -NAILED ON EACH 511:;?E ly- 0) ATTA H RISER TO EACH x 5TRIN ER 1^11(5)0d NAILS ATTACH TREAD To EACH STRINGER VV (5)10d NAILS TOTAL STAIR RUN II-11 TREAI::'- = cl" EXGL.USI F_ OF N05INC5- T'FIC,At_ 5TAIR C,0N5TRLXTl0N ETAIL N-T-5. u o Mg f -j Cy) et Ti W till 0 lag ag d..4-d by 14 dA. 0122-0 sheet p S2.1 Of- I 4 A 3 W, C-CW- SLAB W/FoERI-Ir-514 OVER Ff, MIL- VAPOR BARRIER OVER TREATED WOOD F105T CONPACTFD FLL1 PER PLAN OR 1@ OF SEF rLOOR PLAN) CA14DE 2 THICKENED SLAB AT BEARINGPORCHPOST Je14DRAIL GUARDRAIL ELEVATION IL 15F, Y-AS5 W. LES OVER IS' FELT OVER IfK,' OSe- WOOD TFIJ66-P5 5TRAFFED AS S" Om ON TF11$ 6 LAYOUT Da f-'r, OVER ma CDR OVER 7XC, 31V RC4k SAM P94E alaFCOW, ALIMv OW ,DRaWALL VE- NTED SOFFR SEE RR. PLAN Deg- 7),: 8 }4EAZ>ER ECG4'-6' MAX- FOR sTRAFTWe DTIC 2XIO WEADER FOR S-9- tt6l- OPEKW, UNO. 3 IaOW- 61-AB l CtLWJB544 ONWOOD POST CLEAK I, PER FLOOR PLAN FILL w D Uy5TLV-CO FT& W 2 5 BARS Q-0 —@) MOOR PLAN FOR F05T SIZE 0--cp SECTION aCOVERED PORCH 2X4 11L LATEiZAL TYP FI-00F 2 V ROOF TFMr. TOP LAYOUT 4A, 2) T2. 11TORfX To TFJJ55 TYFJ 2) L NAILS (Typ-) i OTWE 5ENOTED L12 ta, E)RYVALL2 - 2x Top PLATE FLOOR PLAN W/ a, 32' Oft -- W1 L DRYWALLR_ R-H 13ATTNISkLAVON T'TPICAL STL-- CO 2-Cp)51RAP TiES 1/w STLX; n OVER METAL LATW OVER r" FELT OVER 0-6.B F0,85I4 fALTEi;N- P-/S CEDAR F"5W low EAC14 SIDE) s TOP OFFfZAt'E UJALL 2x STUDS r" 0,1- X WOOD POSTPER FLOOR FLAW 2x 50TT- PLATE W/ L,7'Xa' A13- 32, OIC AI10 11:;, 37" O/c FORO4 CONC, SLAB FGR F- 05T 64,E BRACING AT NONON-LOAD AD BRG- VATtONk NBEpE_ EXTERIOR WALL DETAIL MONOLITHICDE -I --All-.'---; SIMILAR w000 BALUSTER w/ r>Ec,- wooD F-AtL A50V'- TJ-IAT t-EETS SFZ4SF`ABILfl-Y CGIDE NEUELL w OcID RAIL BIER L< a C_ RR CA 2x6 HANDRAIL UvF,LOaJED RAIL GAP ABOVE TPAT NEET& PASPADPLITY CI- VE 2)<2 BALUSTER x22 G. 5,1-IRTBOARD H/,j,IDRAfLOVER) ?4 FIR tj DEC_ UK ODELITE D62 C, FIR SK& RTF SWR Tit 5-TAR CONSTR. GON5FAST WALL BEYC40 WALL NE iIELL POST 1 V2, R A; L S I L S I I V2 ENGINEERN3 4W) 77r ( 407) n4-e477 Y. tt Mwz SPR-S. DETAIL @ HANDRAIL D<U C, FIR 9c, JRT1301wo fplStr> E) Ap ALL 3- 4EATHIm m sheet S3 IG OF -PT* CC*IDMO''4AL-L-Y TVJM PLAN' F ,ND rjcstmosHP"LLq5- ACCEpTFE, T' 7 PYfZOCF--D WIT" T jOL-ATECRMOVFHE V40" i,, OF THE 10EANY4CANCEL, OOEIS. t4oR SHALI rpovisto,,, s C;: EMT TH BWLDING ISSUAN- c- -, A CORREC- T FRGMT-i- pL",,,qS- Cot4STRUCTtON TION OF I -HE: CODES. OR 0THF:R ViUL-A OFFICE COIDIV