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HomeMy WebLinkAbout176 Bristol Forest Trl - BR03-002206 - SFRAI)D' SS P110\;`_', NUMBER PROPERTN' OWNER PHIONE NUMBER Centex Homes 385 Douglas Ave., Ste 2000 Altamonte Springs, FL 32714 407-661-2176 CGC 049689 ELECTRIC,Ad, CON'rRAc'rCAR MECILAINNICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CON'rRACTOR PERNET NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE DATE PF WN4l.I.DESCRI PTION PER- MITVALUATION SQ1.- JARE FOOTAGE I i U CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 176 BRISTOL FOREST TR for which permit 03-00002206 has heretofore been issued on 6/24/03 has been completed according to plans and specifications filed in the office of the Buildin Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electri 1, zoniihg 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: IIsI (3Finaled ZONING: Inspected UTILITIES: FIRE: Inspected Water --__ I Sewer Lines In l Gj (`a+iv Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs n 7 (iJ S' Lights Storm Sewer Driveway 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 FRRS PATn DATE APPROVAL DATE AMOUNT 8/19/03 6/24/03 9/08/03 8/05/03 6/24/03 6/24/03 6/24/03 6/24/03 10.00 10.00 10.00 10.00 10.00 59.27 54.00 279.61 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that,the building located at 176 BRISTOL FOREST TR for which permit 03-00002206 has heretofore been issued on 6/24/03 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 6/24/03 91.93 01-RADON GAS TAX FEE 6/24/03 11.90 01-ROAD IMPACT FEES 6/24/03 847.00 01-RECOVERY FD/CERT. PGM. 6/24/03 11.91 01-SCHOOL IMPACT FEE 6/24/03 1384.00 WD'IMPACT:SINGLE FAMILY 6/24/03 650.00 SD IMPACT:SINGLE FAMILY 6/24/03 1700.00 c) (b OWNER BUILDING OFFICIAL / DATE D CERTIFCATE OF OCCUPANCY' c REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: \-1 CONTRACTOR: PHONE #: ( L Or V 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. iEngineering OFire ublic Works ; ° /4zoning% Utilities OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) i t1 CERTIFCATE OF OCCUPANC'SP ®' REQUEST FOR FINAL INSPECTINg I I t + ! J ; 1= SINGLE FAMILY RESIDENCE****= .t z I + I I I + + W DATE: I PERMIT 0O I I ADDRESS: \--7 Q_ CONTRACTOR: PHONE #: t L\O'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. Engineering Fire Public Works , T OZoning pllyupw. WA L1// CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) w CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** PERMIT #: b3 22 io ADDRESS: CONTRACTOR: PHONE #: ( Li0'i 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. Angineering Public Works Utilities Gz T Fire Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M. No. 3067-0077 " NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200: 9 ELEVATION CERTIFICATE I Important: Read the instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number . CENTER 1 BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 176 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FIL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 46, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use aComments area, if necessary:) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD.INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 83. STATE ' SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7, FIRM PANEL B9. BASE FLOOD ELEVATIONS) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth offlooding) 1202040035 E 4/17/95 4/17/95 X . NIA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile ® FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction" ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If,no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, ARIA1-A30, AR/AH, ARIAO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State thedatum used. If the datum is different from the datum used for the BFE in Section B, convert thedatum to that used forthe BFE. Show field measurements and datum conversion calculation. Use the space provided orthe Comments areaof Section D or Section G, as appropriate, to document the datum conversion. Datum _ Conversion/Comments permanent 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) 13. 7 ft.(m) d o b) Top of next higher floor N/A. ft•(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o d) Attached garage (top of slab) 13. 2 ft.(m) 00 E o e) Lowest elevation of machinery and/or equipment caw servicing the building (Describe in a Comments area) 12.4 ft.(m) E Z o f) Lowest adjacent (finished) grade (LAG) 11 .5 ft•(m) z' m a)U) o g) Highest adjacent (finished) grade (HAG) 12. 7 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all openings (flood vents) in C3 h 0 so in (sq crn) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized bylaw to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: 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 T EE , TE.1 ORLANDO FL 32803 SIGNATURE ` DATE TELEPHONEN& KAhNIM)I 11/4/03 (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 STREETADDRESS (Including Apt, Unit, Suite, and/orBldg. No.) OR P.O. ROUTE AND BOX NO! Policy Number 176 BRISTOL FOREST TRAIL CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance 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. Ifthe Elevation Certificate is intended for use as supporting information for a LOMA orLOMR-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 ofthe 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, ifavailable). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the 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 owners authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMAAssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE COMMENTS CITY DATE STATE ZIP CODE TELEPHONE 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 architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. Acommunity official completed Section E for a building located in ZoneA (without a FEMA-issued or community -issued BFE) or Zone AO, G3. The following information (Items G4-G9) is provided forcommunity floodplain management purposes. G5. DATE PERMIT ISSUED G7, This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here ifattachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 46, PRESERVE, AT LAKE MONROE AS RECORDED IN 'PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE, MEETS OR EXCEEDS THE CERTIFIED TO AND FOR THE THE REQUIREMENTS SET FORTH IN THE EXCLUSIVE USE OF: CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC PI ", S69' 3 21 W R 25.00' 0 0 11.4 WALK IS A=35*47'05" bN 0,7, LOT 47 L=78.07' 2 0, R= 125. 00' CB=N36'29'38"W C=76.81' 0, 01 WALK IS 0.5' OFF C, 13.2 0. 13.0 Oj' LOT 44jG0, eb A., yo ll(PIse, 0-1 9 \ 0=84*46'37" 0 R 25.00' 0, b g/ CB N 2 3*47'1 YE O.. ol k LOT 45 0' dv. C=3.171' PC10K *c oxl; r, A= 2 91 V3 5'.' 1" SCALESCALE L=25.48' 6 15 30 4 A, R=50M' 0Q CB=N51 *34'44"E NOTE. Gj C=.25.20' i. ALL DIRECTIONS AND DISTANCES HAVE PI IBEENFIELDVERIFIEDANDANYLEGENDINCONSISTENCIESHAVEBEENNOTEDONTHE SURVEY, IF ANY. . . . . . . 'BUILDING SETBACK LINE FND NAIL AND DISC 2. PROPERTY CORNERS SHOWN, HEREON WERE CENTERLINE 0 LB Q68(10/31/03) SET/FOUND ON 10-31-03, UNLESS OTHERWISE RIGHT OF WAY LINE FND 112" IRON ROD AND CAP SHOWN. EXISTING ELEVATION 168 ( 1 0/31/03) CNA CORNER NOT ACCESSIBLE 3. THE SURVEYOR HAS NOT ABSTRACTED THE CONCRETE 6 DENOTES DELTA ANGLE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LB LAND SURVEYING BUSINESS L - DENOTES ARC LENGTH WAY, RESTRICTIONS OF RECORD WHICH, MAY LS LAND SURVEYOR , I . C.B. DENOTES CHORD BEARING AFFECT THE TITLE OR USE, OF THE LAND. PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PIDENOTES POINT OF INTERSECTION P) PER PLAT pRC DENOTES POINT OF REVERSE CURVATURE 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN (M) MEASURED PT DENOTES POINT OF TANGENCY FND FOUND TYP TYPICAL LOCATED EXCEPT AS SHOWN. C/W CONCRETE WALK A/C AIR CONDITIONER S/ W SIDEWALK CBW CONCRETE BLOCK WALL 5. NOT VALID WITHOUT THE SIGNATURE AND THE CP CONCRETE PAD RP RADIUS POINT CS CONCRETE SLAB OHU OVERHEAD UTILITY LINE ORIGINALRAISEDSEALOFAFLORIDALICENSEDCCHORDLENGTHIDIDENTIFICATIONSURVEYOR AND MAPPER. PK PARKER KALON TOL POINT ON LINE R RADIUS PCC POINT OF COMPOUND CURVE HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL I HEREBY CERTIFY, THAT THIS, BOUNDARY NO 120294 0035 E DATED 4/17/95 AND FOUND SURVEY, SUBJECT TO THE SURVEYOR'S NOTE CONTAINED HEREON MEETS THE APPLICABLE' AREA OUTSIDE 100 YEAR FLOOD PLANE THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, "MINIMUM TECHNICAL' STANDARDS" SET FORTH ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BY THE FLORIDA BOARD OF PROFESSIONAL VERTICAL CONTROL AS FURNISHED. SURVEYORS AND MAPPERS IN CHAPTER 611317- 6, FLORIDA ADMINISTRATIVE CODE BEARINGS SHOWN HEREON ARE BASED ON PURSUANT TO CHAPTER 472.027, FLORIDA THE SOUTHEASTERLY LINE OF LOT 46 STATUTES. BEING S 35*16'48" W PER PLAT. FIELD. DATE:) 7-24-03 REVISED:'. 1" = 30 FEET APPROVED BY: -WRM JOB NO. ASM39660,- FINAL 10-31-03 CK8 7- FORMBOARD 08-4-03 CKS DRAWN BY: PLOT PLAN 05-30-03 CKS/SDO ORLANDO, FLORIDA 32801 -, ( 407) 426-7979 In, 111,51,11 ".ltd 110410 M- R. MUtCATELL:O JR. PSM PLAN` OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 46, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS CERTIFIED TO AND FOR THESTRUCTUREMEETSOREXCEEDSTHEEXCLUSIVEUSEOF: THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY121CTXMORTGAGECOMPANY, LLCPIS89'S3'21"yy RP 25.00' fn N 11.4 OPT WALK IS O... ON LINE a`:'''y 8 S R A=35°4705 V`3p; LOT 47 L=78.07' OQ R=125.00' CB=N36'29 38 W C=76.81' 0. a WALK IS \` ; O - OL,F- S FH 12.1 0.5' OFFcl S O 13.2 13.0 i M LOT 44 qo,(o A= 84'46r37nP L=36,99' R=25.00 LOT 45oiySA• CB=N23°47'13" E sT \ y h C=33.71' A A= 29'11'35" pQ/ 9/ GRAPHIC SOCALE A, L= 2.5. 48' 0 1s 30 R=50.00' 9/1 pJ O V CB=N51'34'44"E NOTE: C=25.20 1, ALL DIRECTIONS AND DISTANCES HAVE PI BEEN FIELD VERIFIED AND ANY LEGEND INCONSISTENCIESHAVEBEENNOTEDONTHESURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/ FOUND ON 10-31-03, 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. I5, 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; BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHEASTERLY LINE OF LOT 46 . BEING S 35.16'48' W PER PLAT. FIELD DATE:) 7-24-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM ASM39660 FINAL 10-31-03 CKB JOB NO. FORMBOARD 06-4-03 CKB DRAWN BY: PLOT PLAN 05-30-03 CKB/SDO BUILDING SETBACK LINE END NAIL AND DISC - ALBCENTERLINE68 (10/31/03) RIGHT OF WAY LINE FND 1/2" IRON ROD AND CAP EXISTINGELEVATION. O ALB b68 (10/31/03) CNA CORNER NOT ACCESSIBLE O CONCRETE0 -DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR G.B. DENOTES CHORD BEARING ' PRM PERMANENT REFERENCE MONUMENT PC - DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI ^ ', DENOTES POINT OF INTERSECTION P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE M) PT DENOTES POINT OF TANGENCY - FND MEASURED FOUND TYPTYPICAL _ C/W CONCRETE WALK A/C AIR CONDITIONER SA SIDEWALK CBW CONCRETE BLOCK WALL... - CP CONCRETE PAD RP RADIUS POINT ' CS CONCRETE SLAB OHU OVERHEAD UTILITY LINE C CHORD LENGTH ID IDENTIFICATION - - PK PARKER KALON POL POINT ON LINE R RADIUS PCC POINT OF COMPOUND CURVE - r I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO, THE SURVEYOR'S NOTE_ CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL' STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA AMERICAN SURVEYING & MAPPING r F..OR CERTIFICATIONOF AUTHORIZATION NUMBER LB#6393 f THE 320 EAST SOUTH STREET,, SUITE 180 j FIRM ORLANDO, FLORIDA 32801 (407) 426-7979 WILLIAM R. MU CATELLO JR: PSM#49 8 DATE CITY OF SANFORD PERMIT APPLICATION Permit # Date: ` Job Address: Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Poa1 Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole.___.__ Mechanical! Residential e""' Non -Residential Replacement New (Duct Layout & Energy Cali. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W 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 ( u ot6c.r gran %) Parcel # Owners Name & Address: Contractor Name & Address: P Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Attach Proof of Ownership & Legal Description) Phone: License N Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has conin-tcnced prior io 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 wi done in compliance with all`applicable laws regulating construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF FIX0 1 E EMENT MAY RESULT TNr Y01 IR PAY -GIG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANC' ULT WfI YOUR LENDER OR. AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. i' 11 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 property/f the Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Omer/Agent is _ Personalh Kno%%n to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) Special Conditions: gnw, ybe found in e public records of Fl state age es, of fodei a.l agencies. a3 SEP 0 8 70M S15ature of Conmactor/Agent Date ROBERT G. DELLO RUSSO Print ontractor Agent's Name Signature of No_: -State of Florida Date Contractor/A e-.: is Personaii Known to Me or Produce.' :D Initial & Date) L;:._..es: Initial & Date) FD: Irwlal & Dat: MY COMMISSION # DD 212893 EXPIRES: June 14, 2007 Bonded Thru Notary Public Underwriters S-06-203 12:S2PM FROM Nm Permit#: Job Address: Description of Work: i CITY OF SANFORD PERMIT APPLICATION Dace: Historic District: Zoning: U Value of Work: 5 1 Permit Type: Building Electrical X ^ Mechanical Plumbing,_-__ FircSprinkler/Alarm PoQI _ Electrical: New Service- # of AMPS 25J Addition,/Alteration Change of Service Temporl iy Polc Mechanical: Resideatial Non -Residential Replacement Now (Duct Layout & Energy Gall Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Flumbin0ew Residential: # of Water Closets Plumbing Repair- Residential or Commercial Occupancy Type: Residential Commercial industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEM . form roquired for ulna Ll,au X) P+rcel rt: (Anach Proof of Ownership & L.egat Description) OwOM Name & Addreas: Centex Homes 385 Douglas Ave. Suite 2000 Al t-amnnte Springs 11 FT, 3.2.714 --.—Phone: 407-661-2150 _ Coclec;oor Name & Address: Approved Electric Co. of Florida 4874 S. Orange Ave. Orlando, FL 32806 State License Number; EC0002494 Phone & Fax: Fax 407-851-1226 Contact Person:John Findlay Phone: 407-851-1220 liond'ulp Company addrei.c iorrlgage Lender: - Addstss. - ---- . ArdtitectlEn'incer: !'hone: Addros Fax: Application is hereby trade to obtain a permit to do the work and installations as indicated. I certify that no work or installanon has corrunencrd pm); I,c issuance of a permit and that all work will be performed to meet standards of all laws regularing oonstrucrion in this jurisdiction. I understand chat a separatepenniimustbesecuredforELECTRICALWORK, PLUMBING. SIGNS, WELLS, POOLS, FURNACES. BOILERS, HEATERS, TANKS, and AIR'7r)NDITIONERS, ctc. nµ21R'5 AFFIDAYiT: I certify that all of the foregoing information is accurate and that all work will be done in eorrtpliancc with all applicable fu •s n cl:uLanngconspvcoonandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESUl'. FIN '((,A.W, TWICE FOR DvfPROvbMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A17ORiNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, NOTIf F: In addition to the requirernertts of this permit, there maybe additional restrictions applicable to this property that may be found in the public rccorus o` his ccwnry, and there may be additional permits required from other govemsnantal entities such as water manage' • fe Ggencics, or fcdc, al urcncics nccop'arcc of permit is vcrirication that I well nolil'y the owner of the property of the requi Signature of Owner/Agent Pint Owner/Agent's Name S:9,nawre of Notary-SLatc of Flonda Daic 0w lcr/Avnt is _ Pcrsonalh Knows to Me or Nrnduo';( I IU O, v AITROvED f.3Y: 13ldg:.. .. _. Zoning, Initial FS 713. t Datc Charjes Cannon Contr3cior ` Agent's Name Signature ol'Kn.a -Maw of flond,- omractpr/ Acc-.:Is _ Persurwi,, Known Initial Date) (Intl , I K I- a rpU PATR!CIAA. KADLAC N MY COMMISSION # DD 013206 M4 F pQ EXPIRES: March 28, 2005 I- WD3MTAnY FL Notary S®rvtoo d Sordrig, Inc. I` 0: IlNual fi Uu:: yRt 3`. F, P_ _':, 1 CITY OF SANFORD PERMIT APPLICATION Jti Permit# D3 - ",OZ / Date: 00 Job Address: /76 Q/','J L /ie /V%A%Z'!G Description of Work: Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI . r Electrical: New Service — # ofAMPS Addition/Alteration Change ofService Temporary Pole r Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial ` Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other (than X) Parcel #: ++ (Attach Proof of Ownership & Legal Description) Owners Name & Address: e-,A4 r L/%A Phone: Contractor Name & Address: 3-,7/ v cp pp p 9 State License Number: Ci l (. - Q S Phone & Fax: w7_ Z3 U 8 C1 Z Contact Person: Ed Phone: .'`y0-7— Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws rrV)iating 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. 6 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 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date e4-A rd 4r GC wC7 Print Owner/Agent's Name Print Contractor. Agent's Na 2 Signature of Notary -State of Flonda Date S mature of i\'b+ar Starz,o&Fl 23, r•I': t Owner/Agent is _ Personal]. 'Known to Me or Con,,-actor/Au.-: is Personah., Known to Me or Produced ID Produce,' :D APPLICA-I ION APPROVED BY: Bldg: i Initial & Date) ccial Conditions: Zoning: Initial & Date) t'..::ics: FD: Initial Ll-. Date) (Irmtial & Datc w COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75536 DATE: UNIT ADDRESSn LOT ADDRESS ADDRESSs LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Canstructiow FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE 1) 1 ST SCHEDULE DESC. UNIT OF UNITS ROADG --------_----^-__-------_--_--__----__--_-------_-_----_-----_-_------_--_ ARTERIALS CO -WIDE Q dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS #QRTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMOONT DUE $ 2,2S5.00 STATEMENT RECEIVED BY: RISE PRINT NAME) NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. =* DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY 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 TME APpLICANT,'OR OWNER, TO APPEAL THE CALCULATIONS (]IF' THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFrICEu 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYME}T SHOULD BE y1ADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. ' THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING PERMIT******************** CITY OF SANFORD PERMIT APPLICATION k Permit No.: 03 -- De--)O (0 Date: J Job Address: alp 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: 9 U 1_ Value of Work: Type of Construction: CONC . BL K. /06 Flood Zone: Number of Stories: Number of Dwelling Units: 1 Parcel No.: ' 22-19-30-502-0000- e 4 0 (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: CENTEX HOMES, 385 DOUGLAS AVE., STE. #2000, ALTAMONTE SPRINGS, FL 32714. 4n7-661-9176 Contractor/Address/Phone SAME AS ABOVE (PATRICK J. KNIGHT, PRESIDENT) State License Number: CG C049689 Contact Person: MIKE ENWRIGHT Phone &Fax Number: 407-661-2184 *** 407-661=4089 Title Holder (If other than Owner): N/A Address: Bonding Company: N /A Address: Mortgage Lender: N/A Address: _ Architect/Engineer HURRICANE ENGINEERING PhoneNo.: 407-774-9003 Address: 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 ofa permit and that all work will be performed to meet standards ofall laws regulating construction .,' in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS;; POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with`,:.' . all applicable laws regulating construction 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 mit ' ri tion that I will notify the owner of the property of the re it m is of Florida Lien Law, FS 713. JUN 0 4 2003 JUR 0ofContractor/Agent Date o Signature of Owner/Agent Date Sign a PAT KNIGHT rint Owner/Agent's J C Owner/Agent is X X Produced ID _ 4 2003 ida Date tC1idR n ' ; vri'Al ` f A z P"' ^ r Known to Me or PAT KNIGHT P int Con actor/Agent's N JUN 0 4 2003 911ghature of Notary-Sta ot Fiori a Date KIPnE R 1 A. l+fiJ R5,9) L _ Bxrl-a Th u idc. n u Lq,; n+irilersa` marrz snc Contractor/Agent is Personally Known to Me or Produced ID APPLICATION APPROVED BY: - 44 '7-r Date: Special Conditions: P64 0 5 A eS nec.. r=, 4 mfi 4* CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661 -21 50 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 CityofSanfordandasthebasisfortheissuanceofPermitNo. for the followingwork: 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 particularlysetforthherein. 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 ryoF H M A o 6+ o CENTEXHOMES ROGER DIXON, INTERIM CITY MANAGER 2 the issuance of Permit No. The Owner also agrees to the following as additional conditions for Permit No. The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this document. WITNESSES: Si ature Printed I Typed Name S nature Printed I Typed Name STATE OF FLORIDA COUNTY OF SEMINOLE Owner) LIj Signature PATRICK J. KNIGHT Printed / Typed Name Title DIVISION PRESIDENT The foregoing instrument was acknowledged before me this JU14 04 200aay 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. c otary Public a Print Name: My Commission Expires. CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661 -21 50 Fax: (407) 661 -4089 www.centex-oriando.corn TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for Jackie Caines or Nan Holmes to sign permit applications and energy calculations for any lots owned by Cented Homes, obtain permits for same and receive Certificates of Occupancy, -in my name and license, for the subdivision and lot specified below: SUBDIVISION: PRESERVE AT LAKE MONROE PATRICK J. KNIGHT CGC049689 STATE OF FLORIDA LOT COUNTY OF SEMINOLE The foregoingj&' %t rument was acknowledged before me this 2003 by Patrick J. Knight, Division President of Centex Homes - Orlando). He is personally known to. me and did not take an oath. 146TARY PUBL i s sv 2q, 20(A, uon ,dThfu ua, T: SCityofSanfordBuildingDivision Submittal Requirements for Residential Building Permit 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). 2. Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs, bathroom fixtures, and distances from walls. "The State of Florida requires bathroom compliance with Florida Accessibility Code. c_ An elevation of all exterior walls - east, west, north, and south. Finish floor elevation height as per Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections. C. Framing plan for floor joists where conventionally framed. Plan is to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing, engineered beams for spacing openings to carry and support trusses- 9- Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails- h. Square footage table showing footages: 1. Garages/Carports sq. ft. 2. Porches/Entries eZ sq. ft. 3_ Patio(s) sq. ft. 4. Conditioned Structurc sq. ft- 5 Total Gross Area _ sq. ft. 0 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- C. Property ownership verification. f. Driveway permit issued by City Engineering Department. 6_ Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. If electrical, mechanical, or plumbing permits have not been issued. inspections will not be scheduled or made and subcontractors will be subject to penalty under cite ordinances. JUN a 4 zoos Date Oxvncr/Agent Signatur _ _ ___ 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 Nib NK HORSE, CLERK OF CIRCUIT COURT SENINOLE COUNTY BK 04852 PG 1135 CLERK',S # 2003095412 RECORDED 06/05/2003 1261:01 P§ RECORDING FEES 6.08 RECORDED BY N Noldon THE UNf3ERSIGNED 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 — , PRESERVE AT LAKE i n 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) 6614089 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 ofNotice of Commencement (the expiration is date is 1 year from the date of recording unless a different date is specified) _ Debra A. Riggs OFFICE MANAGER FOR CENTEXHOMES, 385 DOUGLAS AVENUE SUITE 2000, ALTAMONTE SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS JUN 04 2003 BY DEBRA A . RIGGS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION wk/A 272E HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A. RIGGS IS PERSONALLYKNOWN TO ME AND DID NOT TAKE AN OATH. JUN 0 CERTIFI PnNOTARYPUBLIC COPY MARYANNE MOR 4 CLERK OF CIRCUIT COU", js AL EMINOLE COUNTY. FLORIOA JACKIE CAINESFNotaryPublic - State of Flod& 'r1Fp1 ITV A-ITOK mmission Expires Jan 21, 2004ommission # CC891727 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL C' seluuok cow'.? t 1 I, f Sanford 61.327_ 1 44)' 7-66 S-'7Slkt> 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market 22- 19-30-502-0000- S3-SANFORD WATERFRONT Number of Buildings: 0 Parcel Id: 0460 lax District: REDVDS7 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 Vacllmp 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 46 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 forad valorem tax purposes If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http:// www.scpafl.org/pls/web/re_web.seininole_County_title?PA RCEL=221930502000004E... 6/4/2003 5PLAN KITCHEN A SCALE- 'V-T-0' KITCHEN C SCALE- 114•.I'-0' b L*WT STRIP AT OPT. VANITT it 0 in BATH E SCALE- V4':P-0' n IN ELEVATIONS 0 a 0 KITCHEN B SCALE- 114'.1'-0' BATH D SCALE- I/4'.Y•0' r OPTI01eL AC LOf?TKN x u 2) 255H (.21/ -28! EGRESS 0 / 3'4^ BATH I 2•_g• e'TtAr OPT- SHOWER o V4•.' W RIERACE RAT IEAVY4 • i LL V1FROVVE CW51DE I ccrn*Tm AR MAILO I D' PLAT 1 n MISG- OPTIONS _ ALL ST4ilCTURAL uUOD .FADE RDIIITOcEDGiELEJ' x Im- 1NLE56JxOTEDOTUERueE NOTE: SEE FOUNDATION PLAN FOR FILLED CELL LOCATION. NOTE. ALL FRAME WALLS TO BE 3 1/3' UNLE55 OTHERF415E NOTED- 4 AREA GALGUL.. IONS rf E IST FLR LIVING:I Q8 SF R ANL GARAGE w42b SF ENGINEERING =COVERED ENTRY TOTAL- 2 381 SF LQ4L. IATp 2) -28) 2TS+da'a 6nx6•a s.G-a 21/ -23) 14'-b' b'- '•b 3/ ' •1- 0 s sH p I M. BEDROOM l'-b 3/4' I w MAr _c _ — _ GREAT ROOM 1 RA5 . D' MAY E 544OLERYOM. S C 9 f — rtan3. 2+ IZLbE> v bjBa• CIO ry. II'-b 1/2' 2' T U I 42' EFT.LS I BEDROOM 2 r R KITCHEN e' FLAr it ry D'FIAT i- 0 HW =fV L I D ryL7rvry B TH 17 r 2 Y RAN&E I f— m.) O tg x ry L9 ry ry ry v s s" W-3' x m w '; 11'-2 In- L 1 rV f49 r: s v DINING BEDROOM 3 I Y S ATaPLAT MAY I O n I 11 1VM %w PS o f qp 19 Dlerert F s I I blI e v h- ua b• lA' I I IB'•I V4' b• Xj zz-.1- i LIVING ry X TT 9+ o+ x 0IACMIFATFo4D+ L-----i D' RAT ry ry NOTE: AIR HANDLER TO HAVE MIN, OF 4• CLEARANCE ON 12'•4 V4' ALL SIDES AND ENCLOSURE SPACE SHALL BE MIN. 12" WIDER THAN APPLIANCE 5'-9' 2 V4' v GARAGE FOYER 7T 6'a D' FAT bD6D d-Fa.D n FLOOR PLAN r oVFBEDRM 4 D' RAT B 0 3nX68 20'-0 3/4• 9 (-21/ -23) 12'-0 3/4' ENTRY CWORD5 4r OC 0211 2W I--- 6- 0- X l'-0' .H. _ -2 - 2. 0.-0. 4. 2.-0. 13•- I/Ib' PARTIAL FLOOR PL 'B' a- MAYn IN*orro20'-0 3/4' 9 (•21/ -23) IT-0 3/4' 2) 255H 21/ -28) ENTRY ELOPC EpR- 9 cuDrms AV ox 16'-0' X l'-O' 0-H.D . GAR. R. 19/ -23) RpPrw.e PARr4Al cauw 2'-0' L fSEE O.N) 13'-4 VIb' 2% Ib'-0' 4' 7'-0' 5'-4• 4V-0 VIb' r- FLOOR PLANS Z JOL Z O W W O0 a J s u— 0- W z f f'— LL g a W"s° s F e n$ s 0 i Hj 00 it? N ail 1_ Ws gg T3 q desl e ny: m ga aa,F. aesly checked by: aww dare: oT-zz-oT sheet: A2 Of: PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 46, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA GRAPHIC SCALE 0 15 30 BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: CENTEX HOMES 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS JNTENDED 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 NO 120294 0035 E DATED 4/17/95 ANilF THE SUBJECT PROPERTY APPEARS TO LIEI AREA OUTSIDE 100 YEAR FLOOD PLANE BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHWESTERLY LINE OF LOT 46 BEING S 35'16'48" W PER PLAT. FIELD DATE:) REVISED: SCALE: 1" = 30 FEET APPROVED BY: WRM JOB NO. ASM39660 DRAWN BY: PLOT PLAN OS-30-03 CKB/SDO IMPERVIOUS CALCULATIONS (LOT ONLY) LOT 46 CONTAINS 9401 SQUARE FEET f (LOT ONLY) THIS STRUCTURE CONTAINS 2379 SQUARE FEET t TOTAL CONCRETE 533 (WITHIN LOT ONLY) SQ. FT. t A ri CI M/ 7 I Mn RdRO Qn PT d- ICTURE TO LOT 31% f 11,757 SQUARE FEET 3 SQUARE FEET f IING (SIDEWALK/APRON) A=35'47'05" L= 78.07' R=125.00' CB=N36'29'38"W C=76.81' OT 44 0 d= 84'46'37" L=36.99' R=25.00' CB=N23'47'13"E C=33.71' 0 L=25.48' o R=50.00' 4 G C6=N51'34'44"E C=25.20' PI LEGEND 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 Z DENOTES DELTA ANGLE L DENOTES ARC LENGTHCONCRETEC.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 PPCP PERMANENT CONTROL POINT PT DENOTES POINT OF TANGENCY TYP TYPICALP) PER PLAT A/C AIR CONDITIONERM) MEASURED CBW CONCRETE BLOCK WALLFND C/W FOUND CONCRETE WALK RP RADIUS POINT S/W SIDEWALK CS CONCRETE SLAB C CONCRETE PAD C CHORD LENGTH PB PLAT BOOK SO. FT. SQUARE FEET R RADIUS NG NATURAL GRADE PGS PAGES R/W RIGHT-OF-WAY 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. AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 t P w Wit FOR THE FIR1+ M R. M SCATELLO JR. SM# 28 DATE BUILDINGFORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR Florida Department of Community Affairs Residential Whole Building Performance Method A EM Project Name: 1928 LMR V Builder: CENTEX HOMES Address: %76 BRISTOL FOREST TRAIL Permitting Office: CITY OF SANFORD City, State: LAKE MONROE, FL Permit Number: Owner: CENTEX HOMES Jurisdiction Number: 69I500 Climate Zone: Central 1. New construction or existing New 12_ Cooling systeras 2. Single family or multi -family Single faanily a- Central Unit Cap_ 37.0 kBnAr 3- Number of units, if multi-fanuly I SEER: 12.00 4- Number of Bedrooms 4 — b. N/A 5. Is this a worst case? Yes -- 6. Conditioned floor area (ft') 1928 f' c. N/A 7. Glass area & type a. Clear - single pane 210.0 0' 13. Heating systems b. Clear - double pane 0 0 ft' a_ Electric Fleat pump Cap: 37.0 1cl3tu/hr c. Tint/other SHGC - single pane 0.0 ff 1ISPF: 8.35 d. Tint/other SFIGC - double pane OA W b- N/A 8_ Floor types a. Slab -fin -Grade Edge Insulation R=0.0, 198.0(p) ft c. N/A b- N/A c- N/A I'i_ not water systems 9. Wall types a- Electric Resistance Cap: 50.0 gallons a. Concrete, Int In-sul, Exterior R-4.1, 1058.0 ft' --_ EF: 0.86 b. Frame, Wood, Adjacent R--11.0, 278_() ft' b. N/A c- N/A d. N/A c_ Conservation credits e_ N/A HR-heat recovery, Solar 30_ Ceiling types DHp-Dedicated heat pump) a- Under Attic R-19.0, 1964.0 fr' 15. HVAC credits PT, b- N/A CF-Ceiling fan, CV -Crass ventilation, c. N/A II -Whole house fan, It- Ducts pT-Prograanmable Thermostat, a. Sup: Una Ret Unc. All: Garage Sup. R=6.0, I.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-FI-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 27478 Total base points: 29112 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code - PREPARED VJDATE: uNp I hereby certify that this building, as des' ned, is in compliance with the Florida Energ de_ O E T: - pp N ®fig® ? 03 Am Review of the plans and i{jii specifications covered by this calculation indicates compliance with the Florida Energy Code. 0 Before construction is completed1 this building will be inspected for compliance with Section 553.908 Florida Statutes. 00 WE' BUILDING 11 EnergyGauge@i ( Version: FLRCSB v3.2) FORM 60OA-2001 BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = PointsT Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points A8 1928.0 25.78 8946-7 Single, Clear S 1.0 6.0 32,0 44.66 0,94 1349.1 Single, Clear w 1.0 9.5 32,0 53.47 0.99 1701.0 Single, Clear S 1,0 4.0 10,0 44.66 0.87 387.8 Single, Clear E 1-0 6.0 32.0 59,31 0,97 1838.E Single, Clear E 1.0 8.0 40-0 59,31 0.99 2344,3 Single, Clear E 1-0 6 0 32,0 59.31 0,97 1838.6 Single, Clear N 1.0 6.0 16.0 27.96 0-97 435.8 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 As -Built Total: 210.0 10331,11 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 278.0 030 1194,6) Concrete, Int Insul, Exterior 41 1058.0 1,18 1248-4 Exterior 1058,0 1.90 2010,2 Frame, Wood, Adjacent 11-0 278.0 0.70 194.6 Base Total: 1336,0 2204.8 As -Built Total: 1336.0 14410 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18-0 1.60 28.8 Exterior Wood 20.0 7,20 144,0 Exterior 20-0 4-80 96.0 Adjacent Wood 18,0 2-40 412 Base Total: 38,0 124.8 As -Built Total. 38.0 1187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCIVI = Points Under Attic 1916.0 2-13 4081,11 Under Attic 19.0 1964.0 2.82 X 1,00 5538,5 Base Total: 1916.0 4081.1 As -Built Total: 11964.0 5538,5 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 198,0(p) 31.8 6296-4 Slab -On -Grade Edge Insulation 0-0 198-0(p -31,90 6316,2 Raised 0,0 0,00 0.0 Base Total-, 6296A As --Built Total: 198.0 631E_2 INFILTRATION Area X BSPM Points Area X SPM = Points 1928,0 14-31 275893 1928.0 14,31 275893 EnergyGauge@ DCA Form 60OA-2001 EnefgyGauqe@/FIaRES'2001 FI_RCSB v3.2 I'll 111, lillillilI Ill III j AS -BUILT Summer li 36650.7As-Built 38773.3 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points EnergyGaugeTAB ®GA Form 60OA-2001 EnergyGaug FiaRES'2001 FLRGSB v3.2 FORM 600A-2001 AS -BUILTFBASEGLASSTYPES Conditioned X BWPM = Points Overhang Floor Area Type/SG Ornt Len Hgt Area X WPM X WOF Pointi 18 19M0 5.86 2033,7 Single, Clear S 1'0 6.0 32.0 7,73 1.01 249A Single, Clear W 1.0 9,5 32.0 10.74 1,00 343.5 Single, Clear S 1.0 4.0 10,0 7,73 1.05 81.2 Single, Clear E 1.0 6,0 32.0 9.96 1.01 321.6 Single, Clear E 1.0 8.0 40.0 9,96 1.01 4001 Single, Clear E 1-0 6.0 32.0 9.96 1.01 321-6 Single, Clear N 1,0 6.0 16,0 12.32 1.00 196.7 Single, Clear N 1.0 6.0 16-0 12.32 IM 196.7 As -Built Total: 2%0 2111,5 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 278,0 1-80 500.4 Concrete, Int Insul, Exterior 4.1 1058-0 3.31 3496.7 Exterior 1058.0 2.00 2116.0 Frame, Wood, Adjacent 11-0 278.0 1.80 500A Base Total: 1336,0 2616A As -Built Total: 11336.0 3997A DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18-0 4,00 72.0 Exterior Wood 20.0 760 152.0 Exterior 20.0 5.10 102.0 Adjacent Wood 18.0 5.90 1062 Base Total- 38,0 174.0 As -Built Total: 38-0 2581 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1916.0 0.64 1226.2 Under Attic 19.0 1964.0 0.87 X 1.00 17081 Base Total: 1916,0 1226,2 As -Built Total: 1964.0 1708.7 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 198.0(p) 1 .9 3762 Slab -On -Grade Edge Insulation 0.0 198.0(p 2.50 495.0 Raised 0,0 0,00 0.0 Base Total: 376,2 As -Built Total: 198.0 495.0 INFILTRATION Area X BWPM Points Area X WPM = Points 1928.0 0,28 539,8 1928.0 -0.28 539,8 EnerqyGaugeO DCA Form 60OA-2001 EriergyGaugeOfFlaRES'2001 FLRCSB v3.2 IMAM AS -BUILT Winter Base Points: 5134.3 1 Winter As -Built ' 8030.6 Total Winter X System Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 80M6 1.000 1.078x1.160x1,00) 0.409 0950 3899A 5134.3 0.6274 3221.2 8030.6 1.00 1.250 0.409 0.950 389 94jj EnergyGatige-111 DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256,0 50-0 OM 4 1.00 2623-63 1.00 10494.5 As -Built Total: 110494,5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water Total Cooling + Heating + Hot Water Total Points Points Points Points Points Points Points Points 1 15635 3221 10256 29112 13085 I 3899 10495 27478 1190.w.s EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeOfFlaRES'2001 FLRCSB v3,2 FORM 60OA-2001 Code Compliance Residential Whole Building Performance Method A - Details ADDRESS:,,, PERMIT,f, 6A-21 INFILTRATIONTION REDUCTION COMPLIANCE CHECKLIST COMPONENTS _ SECTION — REQUIREMENTS FOR EACH PRACTICE __- __. CHECK Exterior Windows &Doors 606.1.ABC.1.1 Maximum .3 cfmisgft. window area-5 door area_ _ --_ Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windowsldoors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wail panels & top/bottom plates; between walls and floor_ EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends fromsnd is sealed torthe #oundation to theet Ip Floors 606.1.ABC.1.2-2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to thrimetor penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access, EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed of the miter a` t penetrations and seams, Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1f2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606 1 ABC 1 2.5 A!r barrier on perimeter of floor cavi r between floors. _ Additional Infiltration reqts 606.1.ABC.1.3 Exhaust tans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded b rLall residences. COMPONENTS--- SECTION REQUIREMENTS CHECK Water Heaters 612A Comply with efficiency requirements in Table 6-12_ Switch or clearly marked circuit breaker electriccor cutoff (gasj must beprovid-_d External or built-in heat traprequired. Swimming Pools & Spas 6121 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612 1 Water flow must be restricted to no more than 25_callonsper minute at 80 PSIG_ Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610, Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602A Ceilings -Min. R-19_ Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeT"0 DCA Form 60OA-2001 EnergyGaugeOfFlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.4 The higher the score, the more efficient the home. 1. New construction Or CXiSting New 12- Cooling systems 2, Single family or multi-farnily Single fatuity a- Central Unit Cap: 37-0 kBtii/hr 3. Number of units, if multi -fatuity I SEER: 12,00 4. Number of Bedrooms 4 b- N/A 5. is this a worst case? yes 6. Conditioned floor area (ft') 1928 fiz c. N/A 7- Glass area & type a. Clear - single pane 210.0 ft' 13. lleating, systems 1). Clear - double pane 0-0 It, a. Electric Hear Pump Cap: 37.0 k1nullix c- Tint/other SIJGC - single pane 0.0 It, tISPF: 835 d 'rii-it/oti,er siiGc - double pane 0-0 ft, b. N/A 8, Floor types a- a, Slab -On -Grade Edge Insulation R=0.0, 198-0(p) ft c- N/A b. N/A c- N/A 14. I lot water systems 9. Wall types a. Electric Resistance Cap: 50-0 gallons a, Concrete, lot Insul, Exterior R=41, 1058.0 ft' EF: 0.86 b- Frame, Wood, Adjacent R-- 11-0, 278-0 ft' b, N/A c. NIA d- N/A c. Conseivation, credits c. N/A I IR-1 teat recovery, Solar 10- Ceiling types D1111-Dedicated heat pump) a. Under Attic R=19-0, 1964-0 ft' 15. 11VAC credits PT, b, N/A CF-Ceiling fan, CV -Cross ventilation, c- N/A HF-Whole house fan, 11, Ducts PT-Puograiiuiiable'nicti,iosLt, a, Sup, Unc. Ret: Unc- All: Garage Sup- R=6-0, 1.0 ft RB-Attic radiant barrier, b, N/A MZ-C-Multizone cooling, MZ-11-Multizone heating) I certify that this lion-ic has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) EsrgT in this home before final inspection, Otherwise, a new FPl- Display Card will be completed 4. 0 based on installed Code cornpliant features, 0 4 ?003BuilderSignature: Date:JUN Address BRISTOL FOREST TR. LAKE MONROE/32747ofNewllotne: Cityjj,zipw ol; wy, NOTE: The home's estimated energy performance score is only available through the FLAIREv cornputer program_ Thisis not a Building Energy Rating, Ifyourscoreis 80 or greater (or 86for a US FPAIDOE FnergyStarTmdesignation), your home may qualify farenergy efficiency mortgage (EEH) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at wwrvfycc.ucf edufor information and a list of certifiedRaters. For information about Florida's Energy Effliciency Code For Building Construction, contact the Department of CommunityAffairs at 8501487-1824. EnergyGauge@ ( Version: FLRCSB v3-2) 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 P014 RIG"T-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job; 1928 09-0"2 information—_ For CENTEX HOMES DOM n InfQrmation Weather Orlando Winter Design Conditions Summer Design Conditions outside db :38 OF outside db 93 'F inside db 70 'F Inside db 76 OF Design TD 32 'F Design TD 18 'F Daily range M Relative humidity 50 % Moisture difference 43 gr/lb Building heat toss 32751 13tuh Ventilation air 0 cfm Ventilation air loss 0 f3tuh Design heat load 32751 Btuh Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft) 1928 1928 Volume (W) 15424 15424 Air changes/hour 0-80 OAO Equiv- AVF (cfm) 206 103 Heating Equipment Summary Make TRANE Trade Space thermostat 0 Bluh 9 47-F 0 OF 1200 cfm 0.037 Cfm/Btuh Structure 24036 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Ratelswing multiplier 0-98 Total sens, equip- load 24525 Btuh 1! I !!111 11 0 Internal gain-- 1380 Btuh Ventilation 1474 13tuh Infiltrafion 3032 Btuh Total latent equip- load 5887 Btuh Efficiency Sensible cooling Latent cooling Total cooling AGtual cooling fan Cooling air flow factor Load sensible heat ratio 121 EER 24780 Btuh 10620 Btuh 35400 Btuh 1200 cfm 0.050 cdfniV[Bj fWdjWrfC "IU&S 1mve boon "UWxWly overfla-TZ' pfintoUt cerfifled by Ar,(;A to meet all requirements of Manual J 7th Ed, PIPPIN 1111livilmil I 111 03/26,12003 10:21 DEL AIR 4 4076614089 NO. 347 P015 RIGHT-J CALCULATION PROCEDURES A, B, C, D l`lllEntire House DEL AIR HEATING,AIR CONDITIONING,R Job; 1928 09-00-02 109 COMMERCE STREET, LAKE MARY, K 32746WOS Phom: 407) 831-2136,5 1 - Winter infiltm tw AVA 0.80 ach x 15424 ft' x 0-0167 206 cfm 2, Winter infiltration load 1A x206 cfm x 32 OF Winter TD m 7239 Btuh 3. Winter infiltration HTM 7239 Btuh 1 248 ft' Total window = 29.2 Btuh/ft' and door area 1. Summer infiltration AVF 0A0 ach x 15424 f? x 0.0167 103 cfm 2. Summer infiltration load 11 x 103 cfm x 18 OF Summer TD = 2036 Stuh 3_ Summer infiltration HTM 2036 Btuh 1 248 tv Total window e 8,2 Btuh/W and door area Procedure C - Latent Infiltration Gain O68 x43 grub moist-diffx 103 cfm -- 3032 7B7tub7: roceaure u - tcluipment ZAZIng LOWS 1. Sensible sizing load Sensible ventilation load 1A x 50 cfm vent x IS ®F Summer TE) 990 Btuh Sensible load for structure (Line 19) + 24036 Btuh Sum of ventilation and structure loads 25026 Btuh Rating and temperature w%mulfiplier Equipment load 0. 98 24525 Btuh sizing - sensf e 2. Latent sizing load Latent ventilation load 0. 68 x 50 cftn vent x 43 grAb moistdiff. e 1474 Btuh Internal loads = 230 Btuh x 6 people + 1380 Btuh Infiltration load from Procedure C + 3032 Btuh Equipment sizing load - latent 5887 Btuh Construction Quality is- a No. of Fireplaces is, 0 Boktwabc vwues h4m b"V1 mvmfly averr$*Fen Printout certified by ACCA to meet all rcquirements, of Manuai J 7th Ed- 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 P016 RIGHT-J WORKSHF-ET Entire House DEL AIR HEA'TING AIR CONDITIONINGA Job: 11328 09-0"2 M COMMERCE STREET, LAYE WRY, FL 32746-6201007) $31-2685 AAANUAL J: 71h Ed, - 1 Name of room Enfire douse FOYANIDIN BR4 KIT LenO of expoaled wall 198-0 it 42-0 R 30.0 ft 11,11) it 3 2 Room dimensions 19,0 X 20.0 It 13,0 x 14,0 ft 19-0 X 11.0 It 4 Celli Condit Option 8,01 R heat(ccol d 8-0 a heavccd 8-0 R heavc0ol 8-0 t1l heaticool TYPE OF CST HTM Area Load (Stub) Ajoa Load (SWh) Arga Load (Blob) Area Load (BWb) EXPOSI)RE NO, Hta CI® fF) tiv C19 Htg Gig ftl) Htg C19 Clu 6 Gross a 146 4 6 2A 1288 208 240 88 Exposed b 12C 10 1.9 0; 0 0 0 3-2Wangandc13C3-2r2 1-2 295 128 0 Upartitionsd0.0 0,0 0 0 0 0000 0,0 0 0 0 f 0.0 0 0 0 0 0 6 Windows and a 1C 37,0 170 U83 1183 32 1183 10 370 glass doors b eC 37A 40 1478 r320 0 0 0 0 Hear" c 90 3fil 0 0 0 0 0 0 d 1C 37.0 0 0 0 0 0 0 0 0 a 71 20,8 0 0 0 f 0,0 c 0 0 0 0 7 Windows and Norrh Is 363 4 82 0 2 43 glass dQOrs NEfNW 339A 04 2522 0 0 32 1201 0 Cooling EM 0.0 0 0 0 0 0 0 0 0 SFJSW 20A 4TA 0077 1326 0 0 8 374 Seoul 000 a 0 0 0 o 0 0 0 Herz 0.0 0- 0 0 0 0 0 0 0 8 Other doors a IUD 14.7 9-9 20 294 log 20 294 1139 0 a 0 0 0 0 b 10D 14,7 9.9 le 205 179 0 0 0 0 0 0 0 0 0 0.00-0 0,100.0 0 0 0 0 0 a 0 0 0 a 0 9 Net a 148 4,0$ 2ZI 1058 4875 2179 11% 719 321 208 qu 428 78 359 161 exposed t) 120 2,9 1,0 0 0 0 a 0 0 0 0 0 0 0 Walls and c 13C 278 876 25' 128 40:3 150 0 0 0 0 0 0 U () parntions d 0.0 0 0 0 Q 0 0 0 0 0 0 0 0 0 a 0 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0.0f0.0 0, aQ'U 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1-7 2.2 19" 1 4372 428 720 953 182 309 405 209 354 465 b 0,0 0-0 a 0 0 0 0 a 0 0 0 0 0 0 c 0.0 0.0 0 0 0! 0 0 a 0 0 0 a 0 0 d OX 0.0 a 0 0 0 0 0 0 0 a 0 0 0 e 0' 0 0.0 0 0 0 10 0 0 0 0 a 0 0 0 1 0-0 0 0 0 a a 0 0 0 0 0 U a 11 Floors a 22A 25.9 OV 198 5132 0 42 1089 0 30 776 0 11 285 a NoW room b 19G 1-1 0.0 0 0 a 0 0 a 0 0 0 0 a 0 peripteler c 0,0 0,0 0 01 0 0 0 D a 0 0 0 0 0 is d4l, d 0,0 0-0 0 0 U 0 0 0 0 0 a 0 0 0 fors 0 0-0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 ftQi f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 29.2 8.2 248 7239 2036 52 VAB 427 32 034 263 10 292 82 13 Subtotal loss=O-L-11-12 29774 5932 4162 1661 Less ewrnal heatrig 0 p 0 0 Lass trarrsf;er 0 0 0 0 Healing redistabution 0 01 0 0 14 Duct I= 10 'A 2977 10 *A 593 10% 416 10 1$6 0 Toi ti 13+14 6525 4578 1827 16 Ink ga' le Q 300 6 18GO I 300 0 0 0 0 Apfk a 1200 2 law 0 0 0- 0 1 1200 17 Subta RS14 9ain=7-U..-I2-i6 218$1 3757 2357 2325 Less exlemal Q00fing 10 0 0 Less trareer 0 0 0 0 Coding redi3 ufion a 0 0 0 18 Duct gain 111 376 101A 236 101 L225535_3 19 TotalRX gair-(l7+l8)'PLF I 2403t 1-0) 4133 1,00 2593RI.00 8 20 1 Air (0m) 1200 1200 2 168 129 7 128 Printout ceil bv ACCA to frieet all requirements of Manual J 7th Ed, mild 03/26/2003 10:21 DEL AIR 4 4076614009 NO.347 P017 RIGHT-J WORKSHEET Entire House DEL AIR HEATIN GAIR CON VITIONING,R Job- 1923 09-0"2 109 COMMERGE!51REET, LAKE WRY, FL 327464RW Ph)ne- (AnA 831-WA6 9, 9 0 0, 0 Qu 10, 0.131 10 ' 0 I 17516 0 11 0 0 0 Q' O 01 0 0. 0 0. 0 0 4. 0- 0 0, 0 0 0' a 0I IIInt, gaiw people (M APO, a 1200 SOW RSH qain--T*8,-+12+1 6Less extemal cooling Lm " nsfer C+ Ofing refft3tn"AiGn 0 Dud Dm'nTotal KSH gajrr-(1T-18)-PLF Ak mqkAMd (C") Printout cerMed y ACCA to meet all reqWrements of Manual J 7th Ed --a ifffilij- p-Imm plilliql1 111111111111 03/26/2003 10:21 DEL AIR -) 4076614089 NO.347 P018 RIGHT-J WORKS"EET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1928 0"6-02 1041 COmMERCE s1REF-T, LAKE MARY. FL 32746,5206 Pnone (407) 831-2665 I — dame of At J: 7#1 Ed- -----"-7 BR2 8TH2 6R3 LNORY 2 Length ofed wQ11 13,0 ft 0,0 ft 25,0 ft 7.0 ft 3 Room dimensions 15.0 x 13-0 ft 6,0 x 8.0 ft 15.0 x IZ() ft 7,0 x MO ft 4 Cellngs Condit Option 6,0 ft healfcoof 8-0 It heat/cool 8-0 It, f"I/cool 8.0 ft heat/met MTM IYPEOFHTMArw Load (Stuh) Area Load (BWh) Ama Load (Btuh) Area Load (13tub) C EXPOSURENO. t" C19 M M9 CJC) M Qs J M M9 C19 M HtQ C39 5 1 7"3 Grossa14B4.o 2.1 2.1 104 01 96 1042C2'D Exp-ed b 12C Z9 ffNI'D 1,0 0 0 0 3, 3-2 wallsarmcM32i_2 1-2 0 112 513 d 0,0 0 01 0 0 0 0 0 00Do 00I 0 0 0 0 0 0 0 0 6 Wind and a 1C 37.0 16 591 0 0 16 591 0 0 glus, doom b SC 37,0 rHeadnga 0 0, 0 0 ro0 0 o OC 38-7 0 0 0 0 0 d 1 C37.0 0 0 a 0 0 0 0 e 71, 2a8 0 Q 0 0 0 0 0 f 0,0 0 0 0 0 0 Windows mid North 20A 0 0 0 0 a 0 glass doom NEINW 39,4 16 630 0 a 16 630 0 C404ing EAN 0,0 0— 0 0 0 0 0 SEJSW 47A 0 0 0 0 0 0 0 South 0-0 0 0 0 0 0 0 0 0 Horn 0.0 0 0 0 0 0 0 0 0 8 Other doom a 10DI 14.7 9,9 0 0 0 0 0 0 0 0 0 0 0 0 h IUD 14.7 0-9 0 0 0 0 0 0 0 0 a 18 265 179 O' D 0,0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2-1 58 406 181 0 0 0 so 369 1135 0 0 0 exposed k) 12C 29 1,9 0 0 0 u 0 0 0 0 0 0 0 0 waft am C 13C 32 12 0 a 0 0 a i 0 112 353 131 38 120 44 pa( IrwM d D'O 0-0 0 0 0 a 0 0 a 0 0 0 0 0 0. 0 0.0 0 0 0 0 0 0 0 0 0 a 01 0 0. 0 0,0 0 a a 0 0 0 D 0 0 10 Ceilings a i6DrI3 2,2 195 331 414 48 Z$ 1 107 180 305 401 70 119 166 0() b0-0 0.0 0 0 0 0 0 0 0 0 a 0 0 C 0-0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0-0 0-0 0 0 0 0 0 0 0 0 0 0 0 0 e 0'0 0,0 0 0 0 0 0 0 0 0 0 d 0 0 f 0-0 O'D 0 0 0 0 0 0 0 0 0 0 0 a it FlQm a 22A 25A 0.0 13 337 0 0 0 0 26 674 0 7 181 0 Nols, roorn b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeW C 0.0 0.0 0 0 0 0 0 0 0 D a 0 0 0 isd' d 0.0 0.0 0 0 0 0 0 0 0 0 001 0 01 for rjub40,0 0,0 0 0 0 0 0 0 0 0 0a 0 0 flo—) f 001 0,0 0 0 0 0 0 0 0 a 0 0 0 12 Infiltration 29,2 8-2 W 467 131 0 0 0 10 11$ 467467 13114 14 625148 13 Su tat k"=6+8-+11+12 2132 61 2759 1210 Less, "ernal heWJr%g 0 0 0 01 Les& bansler 0 0 0 El., 0, HeatitV red" ibutkin 0 0 0 14 DUCt loss 10 'A 213 10% 101/1 k=roo-, 2761211,5 Total lm 13+14 2345 3M 1331 16 trd- gains; People ft_ 300 0 a 0 0 0 D D Appl. 0 1200 0 0 0 0 0 D 1 600 17 Sublot RSH qain-7+8-+12+16 107 1458 1127 Lm exteml cooling 0 0 0 Len UMIU- a 0 0 Cooling rudistfibution 0 18 10 M 10 11 10 140 10 113 19 l Total agWn=(17+18)-PLF 1516 1-00 lie 1-00 1,00 I 12402"Air forufred (Cn) 86 76 3 tI so 44 62 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 03/26/2003 10:21 DEL AIR 4 4076614089 NO. 34? P019 RIGHT-J WINDOW DATA DEL AIR HEATINGAIR CONDITIONING,R Job: 1928 09-06-02 109 COMMERCE STREET, LAKE MARY, FL 3274"2G6 MOM (40D 431-2665 vv S D W G L S S 0 N A S O 0 w c w N K I A L 0 T H V IS 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 7 E M D t3 Z L 0 X y T m R R FOYILIV/ DIN a n sw a c n 0 d I I go 1,0 10 1.0 6-0 47A 32.0 4-0 BR4 n nw a c n 0 d 1 1 90 1,0 1.0 4,5 5.0 39.4 32-0 0.0 KIT a n sw a c n 0 d I I go 1-0 1.0 1-0 3.0 47.4 10.0 2.1 GREAT RM a n se a C n 0 d 1 1 go 1.0 1.0 1,0 5.0 47,4 32.0 4,0 b n se a G n 0 d 1 1 90 to to 1-0 7.0 47.4 40-0 3.6 wic MBR a n se a c n 0 d I I go 1.0 1.0 tO 5,0 47.4 32.0 4.0 BTH1 BR2 n ne a G n 0 d 1 1 go 1-0 1.0 1.0 5.0 39A 16.0 0.0 BTH2 BR3 a n ne a c n 0 d 1 1 go 1.0 1.0 1.0 5,0 39.4 0 0-0 LNDRY W BH1 COMMON sw smam 10 am RefereqqeJo orpt! -n iustries, Inc. Tue C/Jsk/4-17-3 26-3-15 32-3-5 1-0-0 7-8-11 5-11-5 6-3-15 6-3-15 5-11-5 7-8-11 1-0-0 Scale - 1: 3x6 = UO = R a P 0 3X8 = 9X8 = 3X6 ElliII11111111111 4 -0 27-4-0 29-8-2 40-0-0 4-0-0 6-3-14 11-0-2 60-0 2-4-2 10-3-14 F'Iat# Offsets X A--Oh P0-4-0,9-4-Q1 -q-" T --- LOADING (psf) SPACING 2-0-0 CS1 DEFL In (loc) Well PLATES GRIPTCLL20,0 Plates Increase 1.25 TC 0.72 Vert(LL) 0,14 R-T >999 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.88 Vert(TL) -0.47 R-T >529BCLL0.0 Rep Stress Iner NO WB 0.97 Horz(TL) 0,04 R n/aBCDL10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 299 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No-2 TOP CHORD Sheathed or 3-9-13 oc purlins, Except: BOT CHORD 2 X 4 SYP No,l *Except* I Row at micipt F-HB22X4SYPNo.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, WEBS 2 X 4 SYP No.3 WEBS I Row at midpt I-ROTHERS2X4SYPNo.3 2 Rows at 1/3 pts G-R REACTIONS (lb/size) B-1112/0-8-0, M-289/0-8-0, R-3521/0-8-0, Q--81/0-8-0 Max Horz B.-I 76(load case 5) Max Uplift B--285(load case 4), M-- I 75(load case 2), R--688(load case 5), Q--8 1 (load case 1) Max Gray B-1 I 12(load easel), M-382(load case 7), R-3521 (load case 1), Q-18(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--2144, C-D--880, D-G--785, G-1-128% I-K-1467, K-L-506, L-M-242, M-N-22, C-E-1071, E-F--572, F-H--670, H-J--27BOTCHORDB-U-1 913, T-U-1 868, 8-T-649, R-S-649, Q-R--749, P-Q--749, O-P--749, M-O--1 30WEBSD-E--298, E-T--91 0, F-T-1 220, F-G-1 405, K-0-678, L-0--435, I-J--1 408, J-R-- 1 362, G-H--1389, H-R--2157, K-R-780, C-1-1-294 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL-6,0psf; BCDL-6,0psf; 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) Truss designed for wind loads In the plane of the truss only. 4) Provide adequate drainage to prevent water pending. 5) All plates are 2x3 TL20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 285 lb uplift at joint B, 175lbupliftatjointM, 688 lb uplift at joint R and 81 lb uplift at joint Q. 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Od nails, 9) Special hanger(s) or connection(s) required to support concentrated load(s) 214.01b down and 54.91b up at 4-0-0 onbottomchord. Design for unspecified connection(s) is delegated to the building designer, 10) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where Indicated and within 4" of Interior joints. Bracingindicatedonthissheetistoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionand 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 andordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information asitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes onlyandarenotpartoftherevieworcertificationofthetrussdesigner, LOAD CASE(S) Standard C\J 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 J LUniformLoads (plf) J Vert: B-U--20,0, R-U--40A M-R--20.0, A-C--60.0, C-6-60.0, I-N--60.0, C-J--60.0 Concentrated Loads (11h) Vert: U--214,0 Jot) f russ Truss Type City 53906899 CJ1 JACK 4 M" CJaffKerr—00-0 -SFeb 20 2003 MiTek Ir B-B & C/jsk/-17-3 Im ME U4 LOADING (psf) SPACING 2-0.0 CSI DEFIL In (loc) I/def] TCLL 20.0 Plates Increase 1.25 TC 0,07 Vert(LL) n/a n/aTCDL10,0 Lumber Increase 1,25 BC 0.00 Vart(TI-) 0.00 A >999BCLL0.0 Rep Stress incr YES WB 0.00 Horz(TL) -0,00 C n/aBCDL10.0 Code FBC2001 (Matrix) 1st LC LL Min I/def I - 240 LUMBER TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 4 SYP No.2 PLATES TL20 Weight: 5 lb Scale ® 1*-, K 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) C--1 I /Mechanical, B-1 38/0-8-0, D-9/Mechanicai Max Horz B-35(load case 4) Max UpliftC--1 3(load case 5), B-89(load case 4) Max GravC-29(load case 4), B-138(load case 1), D-9(load case i) FORCES (lb) - First Load Case Only TOP CHORD A-0-22, B-C-28 BOT CHORD B-D-0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft;TCDL-6.0psf; BCDL-6,Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33, 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint C and 69 lb uplift at joint B. 3) 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 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, LOAD CASE(S) Standard 1292-4102:1= Hamm RION JOD buss 53906899 H1 Universal Forest —Pr6d,,t,, rn—c,, am 20 2003 MITek Industries, Inc. Tue Apr 22 116:26: 17-5-2 22-6-14 27-8-9 33-0-0 40-0-0 41-0---T- -I-- --- ,-I01-0-0 7-0-0 5-3-7 5-1-11 5-1-11 5-1.11 5-3-7 7-0-0 1-0-0 Scale - I 5.00 [f2- W4 MJHSH= 5X6 = 5X6 = 7x8 = 5X6 = 700 MOW= 2X5 11 5X10 mill ski == 5X6'- 5X8 = 5X6 = 2x5 11 500 M11181-1= 17-5-2 -6-14 27-8-9 32-10-4 3 7-0-0 -- 1-- 22 ------- 0-1-12 5-1 -11 5-1-11 5-1-11 5-1-11 5-1-11 0-1-12 7-0-0 Plate Pffset X y): t30-3 E qqj_fq: 10- -8jLF+ 8.o-0,0-4-8 , LOADING (psf) SPACING 2-0-0 CS1 DEFIL In (loc) Well PLATES GRIPTCLL20.0 Plates Increase 1,25 TC 0.94 Vert(LL) 0,92 N-0 >512 TL20 245/193TCDL10.0 Lumber Increase 1,25 13C 0,95 Vevt(TL) -1.54 WO >306BCILL0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0,28 1 n/aBCDL110.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 241 lb LUMBER TOP CHORD 2 X 4 SYP No. 1 D 'Except* T3 2 X 6 SYP No,2, T2 2 X 6 SYP No,2 BOT CHORD 2 X 6 SYP No.1 *Except' B2 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 'Except' W1 2 X 4 SYP No,2, W1 2 X 4 SYP No,2 WI 2 X 4 SYP No.2, W1 2 X 4 SYP No,2 WI 2 X 4 SYP No.2 REACTIONS (lb/size) B 3290/0-8-0,1-3290/0-8-0 Max Horz B--75(load case 5) Max UpliftB--900(load case 3),6-950(loacl case 3) BRACING TOP CHORD Sheathed. BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing, FORCES (lb) - First Load Case Only TOP CHORD A-B-26,8-C--7651,C-D--10313,D-E--11877,E-F--11858,F-G--11858,G-H--10317,H-1--7650,1-J-26BOTCHORDB-R-6973,Q-R-7010,P-Q-7010,0-P-10310,N-0-11877,M-N-10315,L-M-7009,K-L-7009,1-K-6973WEBSC-R-707, H-K-706, D-P--1555, E-0-637, F-N--632, G-M-1549, C-P-3744, D-0-1783, E-N--21, G-N-1757, H-M-3749 NOTES (8) 1) Unbalanced root live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 1 10mph; h-15ft; TCDL-6.opst; BCDL-6.0pst; 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-11 .33. 3) Provide adequate drainage to prevent water ponding, 4) All plates are TL20 plates unless otherwise indicated, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 900 lb uplift at joint B and 950 lb uplift at joint I. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 513,31b down and 1181.21b up at 33-0-0, and 513.31b down and 181 21b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to thebuildingdesigner. 8) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing where indicated and within 4' of Interior joints, Bracing Indicated 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 P, t 1) Regular: Lumber Increase-1.25, Plate Increase-1,25 J 71 Uniform Loads (plf) Vert: A-C-60.0, C-H--125,0, H-J-60.0, D-R--20,0, K-R--41,7, I-K--20.0 Concentrated Loads (lb) CD Vert: R--513,3 K--513,3 Z Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899Hl JOD I runs Truss Type 53906899 IHIA HIP TRUSS M 3 , Z= s Feb 20 2003 MITek Industries, Inc. Tue Apr 20-03 31-0-0 34-2-15 40-0-0 411-0-0 1-0-0 3-2-15 7-4-9 7-2-13 7-4-9 3-2-15 5-9-1 1-0-0 Scale- I 50 = 00 I-i2 D 3x6 = 3X8 = 2x3 11 E F a 5X7 0 P 0 N M L 3x7 3x6= 3X10M1118H= 3x6 = 3X8 = 3x10M111811= 3x6= 30-10-4 40-0-0 9-1-12 7-2-13 7-2-13 7-2-13 9-1-12 1 Plate Offsets_(x,YL.'0-5-4 LOADING (pst) SPACING 2.0-0 CS1 DEFIL in (loc) I/defl PLATES GRIPTCLL20.0 Plates Increase 1,25 TC 0.67 Vert(LL) 0.35 N-0 >999 TL20 245/193TCDL10.0 Lumber Increase 1,25 BC 0,84 Vert(TL) -0.72 N-0 >658BCLL0.0 Rep Stress Incr YES WEI 0.43 Horz(TL) 0.18 J n/aBCDL10,0 Code FBC2001 (Matrix) I st LC LL Min I/defl - 240 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-8-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-6 oc bracing, WEBS 2 X 4 SYP No,3 REACTIONS (lb/size) B-1653/0-8-o,J-1653/0-8-0 Max Horz H-90(load case 5) Max UpliftR--344 (load case 2), J--344(load case 3) FORCES (lb) - First Load Case OnlyTOPCHORDA-B-22, B-C--3332, C-D--3135, D-E--4008, E-17-4008, F-G-4008, G-1-1-4008, H-1-31135, I-J--3332, J-K-22BOTCHORDB-Q-2995, P-Q-2880, O-P-2880, N-0-4008, M-N-2880, L-M-2880, J-L-2995WEBSD-Q-265, H-L-265, E-0-443, G-N--443, C-Q--151, D-0-1269, E-N-1, H-N-1268, I-L--151 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL-6.Opst; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lurnber DOL-1 .60 plate grip DOL-1,33. 3) Provide adequate drainage to prevent water ponding, 4) All plates are TL20 plates unless otherwise Indicated, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 344 ib uplift at joint B and 344 In uplift at joint J. 6) Truss shall be fabricated per ANSI/TPI 1 -95 quality requirements. Plates shall be of size and type shown and centeredatjointsunlessotherwisenoted. Provide bracing where indicated and within 4" of Interior joints, Bracing indicated onthissheetistoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. 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 trussdesigneracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part oftherevieworcertificationofthetrussdesigner, LOAD CASE(S) Standard C\J X C\J fe Job Truss Tr. Qty Ply Centex-Orlanjo-/1928-ff & -C/jskp4-17-3- 53906899 HIB HIPTRUSS 1 1 ]1 obReference (optional TM UniversalForest-Prod-Lctsln-c.,-Burlington, -NC 2- -215 Jeff .odFeb 20 2003 MITek Industries, Inc, Tue Apr 22 16,-2631 50-03Page o -,r 17- 0-0 I.23-0-0 29-0-0 40-0-0 4,1-0-0 1- 0-0 5-6-0 5-6-0 6-0-0 6-0-0 6-0-0 5-6-0 5-6-0 1-0-0 Scala . 1: 5X8 = 5X6 = 2x3 11 6X8 = 3X6 = 5X8 = 2x3 11 o 5-6-0 6-6-0 8-0-0 6-0-0 6-6-0 5-6-0 0 Plateffss X Plate2 4 LOADING ( psf) SPACING 2-0-0 CS1 DEFIL In (loc) I/defl PLATES GRIP TCLL20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0,26 M >999 TL20 245/193 TCDL10,0 Lumber Increase 1.25 BC 0.73 Vert(TL) -0.54 M-N >871 BCLL0,0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.18 1 n/a BCDL10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 199 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) B-1653/0-8-0,1-1653/0-8-0 Max Horz B-1 06(load case 4) Max UplittB--317(load case 2),I--317(load case 3) BRACING TOP CHORD Sheathed or 3-2-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-0-4 oc bracing, FORCES ( lb) - First Load Case Only TOPCHORDA-B-22, B-C--3425, C-D--2926, D-E--2807, E-F--3329, F-G--2807, G-H--2926, H-1-3425, I-J-22 BOTCHORDB-0-3067, N-0-3067, M-N-3277, L-M-3277, K-L-3067, I-K-3067 WEBSC-0-1 13, H-K-1 13, E-M-96, F-M-96, D-N-760, G-L-760, E-N--642, F-L--642, H-L-448, C-N--448 NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL-6,Opsf; BCDL-6,opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantileverleftandrightexposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.31 3) Provide adequate drainage to prevent water ponding, 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint B and 317 lb uplift at joint 1. 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 responsibilit) forthecorrectnessoraccuracyofthedesignInformationasItmayrelatetoaspecificbuilding, Any references to job names and locations are for administrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner, LOAD CASE(S) Standard ZA I J CV td C) X Z' D M ffl =I 11 I ff s, Inc,, Burlington, NC 27215, Jeff Kerr Reference(gpliorJ-u`s-tt-1-e-s-,---1nc. Tioe- i -0-P 7-8-11 13-0-0 27-0-0 40-0-0 4 1-0-0 7-8-11 5-3-5 14-0-0 5-3-5 7-8-11 1-0-0 scalp . 1 5XG = 3X6 = 3.8 RM 3X8 = 3x8 = U6 = U7 = 1003-14 —F 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets_ ffy), jib.©-3-0 0-2-41 LF:0-3-0 0-2-4-1 LOADING (psi) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIPTCLL20.0 Plates Increase 1,25 TC 0.68 Verl(LI-) -0-22 ' L >999 TL20 245/193TCDL10,0 Lumber Increase 1,25 Be 0,90 Vert(TL) -0,50 L-N >952BCLL0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.15 H n/aBCDL10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 188 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) B-1653/0-8-0,H-1653/0-8-0 Max Horz B-1 22(load case 4) Max UpliftB--290(load case 2), H--290(load case 3) BRACING TOPCHORD Sheathed or 2-9-15 oc purlins. BOTCHORD Rigid ceiling directly applied or 9-3-13 oc bracing, FORCES ( 1b) - First Load Case Only TOP CHORD A•B-22, B-C--3301, C-D--3027, F-G--3027, G-H-3301, H-1-22, D-E--2895, E-F--2895 BOTCHORDB-N-2948, M-N-2495, L-M-2495, K-L-2495, J-K-2495, H-Jw2948 WEBSC-N--336, G-J--336, E-L--443, D-L-506, F-L-506, D-N-537, F-J-537 NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001 ; 11 Omph; h-1 5ft; TCDL-6,Dpsf; BCDL-6.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantileverleftandrightexposed; 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 290 lb uplift at'joint B and 290 lb uplift at joint H. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. 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 responsibility forthecorrectnessoraccuracyofthedesigninformationasItmayrelatetoaspecificbuilding. Any references to job names and locations are for administrativepurposesonlyandarenotpailoftherevieworcertificationofthetrussdesigner, LOAD CASE(S) Standard J' CD Z-- i r1JUU _ Luss i russ i ype Ply Centex -Orlarido/1928-B & C/jsk/4-17-3 53906899 RID C City ion, NC-27-215, J1_tf_ke_,_r ____06_0_. Feb 2-0 20-03MiTe-k--Industries, Inc. Tue---A-pr 22 1626:32 200 o 41-00I- I1-0-0 7,8-11 7-3-5 10-0-0 7-3-5 7-8-11 1-0-0 Scala - I 5,00 V2 5X6 = 2x3 11 5X6 = 3x6 = US = 3x6 := 3x8 = 30 = U7 = 10-3-14 10-3- 14 9-8-2 9-8-2 10-3-14 LOADING (psf) SPACING 2-0-0 CS1 DEFL In (loc) I/clefl PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.65 Vert(LL) -0.20 L >999 TL20 245/193TCDL10,0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.48 11-J >979BCLL0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0,15 H n/aBCDL10,0 Code FBC2001 (Matrix) I st LC LL Min Well - 240 Weight: 193 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-10 oc purlins, BOT CHORD 2 X 4,SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X 4 SYP No,3 8-11-14 oc bracing: R-N, REACTIONS (IbJslze) B-1653/0-8-0,H-1653/0-8-0 Max Horz B-I 38(load case 4) Max UpliftB--313(load case 4),11--313(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-3300, C-D-3028, F-G-3028, G-H 3300, H-1-22, D-E-2482, E-F-2482BOTCHORDB-N-2968, M-N-2314, L-M-2314, K-L-2314, J-K-2314, H-J-2968 WEBS C-N-405, G-J-405, E-L-239, D-L-269, F-L-269, D-N-665, F-J-665 NOTES (5) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7.98 per FBC2001: 11 Omph; h-I 5ft; TCDL-6,Opsf; BCDL-6,Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed -.Lumber DOL-1.60 plate grip DOL-1.33, 3) Provide adequate drainage to prevent water pending, 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 313 lb uplift at joint B and 313 lb uplift at joint H. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints, Bracing Indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verity all design Information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesignInformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner, LOAD CASE(S) Standard r C, 04 C) 3 I 41 11 11 1 0 0 ; Jmoo H 1111NOpliff M ONf iWIN0141MR] ' I 10 53906899 11-1E MM M ngton, NC 0 10 Refeten,qe19ptionao__ Justries, Inc. Tue Apr 22 16:26:33 2003 Page il - qT 7 & 11 13-8-1 —1 170-0 1 23-0-0 ----1 26-3-15--l-- 32-3-5---l— 40-0- - 0 40 -Q_p1-0-0 7-8-11 5-11-5 3-3-15 6-0-0 3-3-15 5-11-5 7-8-11 1-0-0 Scale . 1:68,1 5. 00 F, —2 5X6 = 5X6 = 3X6 = 3X8 = 30 = I a 10- 3-14 9-8-2 9-8-2 10-3-14 Plate Offsets X Y): o 4 0 p-_3-ql, -.0-3-0 0-2-4],JE0. -41,JG:0-4-0.0 3-01 fE —,_ _ LOADING (psf) SPACING 2-0-0 CS1 DEFIL In (loc) I/defl PLATES GRIP TCLL 20.0PlatesIncrease1.25 TC 0.66 Vert(LL) -0.20 M >999 TL20 245/193 TCDL 10,0LumberIncrease1.25 BC 0,89 Vert(TL) -0.49 I-K >972 BCLL 0.0RepStressIncrYESWB0,34 Horz(TL) 0.15 1 n/a BCDL 10.0CodeFOC2001 (Matrix) 1 st LC LL Min I/clefl - 240 Weight: 204 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 2-10-6 oc purlins. BOT CHORD 2X4SYPNo-2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2 X4SYPNo.3 8-6-4 oc bracing: B-0. WEBS 1 Row at micipt D-M, G-M RF-AC11ONS (lb/ size) B-1653/0-8-0,1-1653/0-8-0 Max Horz B-- 1 54(load case 5) Max UplittB--333( load case 4), 1--333(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A- B-22,B-C--3311,C-D--3025,D-E--2145,F-G--2145,G-H--3025,H-1--3311,1-J-22,E-F--2166 BOT CHORD B-0-2961, N-0-2422, M-N-24221 L-M-2422, K-L-2422, I-K-2961 WEBS C-0-379, D-0-590, G-K-590, H-K--379, E-M-557, F-M-557, D-M--633, G-M--633 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.Opsf-. BCDL-6,opsf-. occupancy category 11; exposure B; enclosed:MWFRS gable end zone; cantilever left andrightexposed; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33, 3) Provide adequatedrainagetopreventwaterpending. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at joint B and 333 Ila uplift at joint 1. 5) Truss shallbefabricatedperANSI/-FPI 1 -95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing whereindicatedandwithin4" of Interior joints. Bracing indicated on this sheet is to reduce buckling of Individual members only and does not replace erectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verity all design information on this sheet for conformance with conditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctnessoraccuracyofthedesignInformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes onlyandarenotpartoftherevieworcertificationofthetrussdesigner, LOAD CASE(S) Standard mmugglara I lubb Jcuss type 53906399 HIF COMMON Liets, Inc., Burlington, NC 27215, Jeff Kerr pr 2—621— 26:34 2003 P------ age 40-0-0 43 -0-021-0-0 263-15 32-3-5 1-0-0 7-8-11 5-11-5 5-3-15 2-0-0 5-3-15 5-11-5 7-8-11 1-0-0 scwo - 1 DO [12 5X6 = 5X6 I 3x6 = 3x8 = 502 = 3x8 = 3x6 = 10-3-14 10-3-14 9-8-2 9-8-2 10-3-14 04AQ-3-01JE:0-3-0 0- Plate — LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/detl PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.67 Vert(LL) -0.20 M >999 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0,89 Vert(TL) -0,49 I-K >966BCLL0,0 Rep Stress Incr YES WB 0.38 Horz(TL) 015 1 n/aBCDL10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 205 lb LUMBER TOP CHORD 2 X 4 SYP No,2 BRACING TOP CHORD Sheathed or 2-10-3 oc purlins. BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing, WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-M, G-M REACTIONS (lb/size) B-1653/o-8-0,1-1653/0-8-0 Max Horz 0-1 70(load case 4) Max UpliftB--352(load case 4),I--352(load case 5) FORCES (lb) - First Load Case OnlyTOPCHORDA-B-22.B-C--3307,C-D--3025,D-E--2115,F-G--2115,G-H--3025,H-1--3307,1-J-22,E-F--1965BOTCHORDB-0-2956, N-0-2434, M-N-2434, L-M-2434, K-L-2434, I-K-2956WEBSC-0-363, D-0-577, G-K-577, H-K--363, E-M-579, F-M-579, D-M--726, G-M--726 NOTES (5) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL-6,Opst; BCDL-6-0psf; 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 pending, 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 352 Ito uplift at joint B and 352 lb uplift at joint I. 5) Truss shall be fabricated per ANSI1FPI 1-95 quality requirements. Plates shall he 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 responsibilityforthecorrectnessoraccuracyofthedesigninformationasItmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner, LOAD CASE(S) Standard 44 rat C) W M uty my Gentex-Odando/1 928- 17 1 Job Refarence optlon 6-2-02CR63-01-fek Industries, Inc. Tue 40-0-0 41-010 1-0-0 7-8-11 5-11-5 6-3-15 6-345 5-11-5 7-8-11 1-0-0 Scale . 1:67. 3X6 = US = 10-3-14 10-3-14 5.04 [1-2 5X6 = MM axe 3X8 m Us = m9-8-2 9-8-2 10-3-14 LOADING (psf) SPACING 2-0-0 CS11 DEFL in loc) I/defl PLATESTCLL20.0 Plates Increase 1.25 TC 0,67 Vert(I-L) -0,20 L >999 TI-20TCDL10.0 Lumber Increase 1,25 BC 0,89 Vert(TI-) -0.49 H-J >960BCLL0,0 Rep Stress incr YES WB 0.40 Horz(TL) 015 H n/aBCDL10.0 Code FBC2001 Matrix) 1st LC LL Min I/def I - 240 Weight: 195 lb LUMBER BRACINGTOPCHORD2X4SYPNo.2 TOP CHORD Sheathed or 2-10-2 oc purlins, BOT CHORD 2 X 4 SYP No,2 WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 7-11WEBSIRowatrrildptD-L, F-L REACTIONS (lb/size) B-1653/0-8-0, H-1653/0-8-0 Max Horz B--1 78(load case 5) Max UpliftB--360(load case 4), H--360(load case 5) FORCES (lb) - First Load Case OnlyTOPCHORDA-B-22, B-C--3306, C-D--3026, D-E--2113, &F-21113, F-0--3026, G-H-3306, H-1-22BOTCHORDB-N-2955, M-N-2436, L,M-2436, K-L-2436, J-K-2436, H-J-2955WEBSC-N--360, D-N-574, D-L--737, E-L-1 164, F-L--737, F-J8574, G-J--360 w9m 5 oc bracing, NOTES (4) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL-B.Opsf; BCDL-6,0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1 A3, 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 360 lb uplift at joint B and 360 lb uplift at joint H. 4) Truss shall be fabricated per ANSIfFP1 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 responsibillt} for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899Contractor/job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899Tl Truss ITruss 53906899 JCJ2 IJACK 20 2003 MlTek Industries, Inc, Tue Apr 22 162-6-:3-4 20-03 1 -11V-11 — 1J1.1l1 Scale - 1:6. LOADING (psf) SPACING 2-0-0 CS1 DEFIL in loc) I/defi PLATES GRIPTCLL20,0 TCDL 10,0 Plates Increase Lumber Increase 1.25 1,25 TC 0,07 BC Vert(LL) n/a n/a TL20 245/193 13CLL 0.0 Rep Stress Incr YES 0.02 WEI 0.00 Vert(TL) 0.01 Horz(TL) -0.00 A >999 C n/aBCDL10.0 Code FBC2001 Matrix) 1st LC LL Min I/defI - 240 Weight: 8 lb LUMBER BRACINGTOPCHORD2X4SYPNo.2 TOP CHORD Sheathed or 1-11 -11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 8-155/0-8-0,E-19/Mechanical,C-44/MechanicaI Max Harz 8-47(load case 5) Max Uplift[3-67(load case 4), C--44(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--30, C-13-4 BOT CHORD B-E-0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; I I Omph; h—1 5ft; TCDL-B4Opsf; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed-,MWFRS gable and zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint B and 44 lb uplift at joint C. 3) Truss shall be fabricated per ANSI/TPl 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 responsibilityforthecorrectnessoraccuracyofthedesignInformationasItmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner, LOAD CASE(S) Standard c' 53906899 [!GE2 Universal Forest Pioductsjnc, 1-0-0 COMMON 10-4-0 2x3 11 0 20 11 110 10-4-0 1-0-0 Shale . I 3X5 = . 2x3 11 2x3 II 2X3 11 3x6 = 2x3 11 2X3 11 2x3 11 2x3 I! RM 9M 20-8-0 13-4-0 LOADING (psi) SPACING 2 O t) CSI DEFIL in (loc) I/defl PLATES GRIPTCLIL20.0 Plates Increase 5 TC 0,33 Vert(I-L) 0.08 V >999 TL20 245/193TCDL10'0 Lumber Increase 1,25 BC 0.37 Verl(TL) -0,12 V >680BCLL0.0 Hop Stress IncrYES WEI 0.07 Horz(TL) 0,00 L n/a BCDL10,0 Code .. .... LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOTCHORD2X4SYPNo.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS2X4SYPNo.3 REACTIONS ( lb/size) B-364/0-8-0,L.228/13-4-0,5--280/13-4-0,T-638/13-4-0,Q-113/13-4-0.P-177/13-4-0,0-123/13-4-0,N-253/13-4-0 MaxHorzB-1 00(load case 4) Max UpliftB--1 23(load case 4), 1---71 (load case 5), S--285(load case 6), T--224(load case 4), P--70(load case 5), 0--47(load case 5), N--79(load case 5) Max Grav B-364(load case 1), L-22B(load case 1), S-1 24(load case 4), T-639(load case 6), Q-1 24(load case 7). P-1 77(load case 1), 0-1 23(load case 7), N-254(load case 7) FORCES ( lb) - First Load Case Only TOP CHORD A-B-22,B-C--18,5,C-D--125,D-E--IOO,E-F--184.F-G--117,G-H--134,H-l-.145,1-J--142,J-K--151,K-L--159,L-M-21 BOTCHORDB-V-1 11, U-V-1 11, T-U-1 11, S-T-1 11, R-S-1 11, Q-R-1 11, P Q-J I I , O-P-1 11, N-0-1 11, L-N-1 11 WEBSF-S-53, E-T--338, D-U--45, C-V--51, H-Q--91, I-P-130, J-0-97, K-N--180 NOTES ( 6) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 1 10mph; h-'15ft- TCDL-6,Opsf; BCDL-6.opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantileverleftandrightexposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1,33, 3) Truss designed for wind loads In the plane of the truss only, 4) Gable studs spaced at 2.0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint B, 71 lb uplift at joint L, 285 lb uplift at jointS, 224 lb uplift at joint T, 70 lb uplift at joint P, 47 lb uplift at joint 0 and 79 Ib uplift at joint N. 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 J cu CD 11 opce MJot) 11 rues Truss Type Qty Ply Ceax - eOriando/ 1928-B & C/jsk/4-17-3 53906899 T2 2 1 Job R9f1rar _ —p _tii o%nall--- Universal Forest Pr-odu-cts Inc—Jfu—rIin9-ton NC2f2T5 —Jeff Kerr --- 0-00 s— Feb 0 2003 MiTek Industries, Inc. Tue Apr 22 16:26:35 2003 9-4 -0 13-5-3 19-10-8 1-0-0 7-2-13 3-1-3 3-1-3 6-5-5 I 2 IN W 8XIO 10-4-0 19-4-0 10-4-0 9-0-0 0-6-8 Plate Offsets X -.0-0-2 LOADING (psf) SPACING 2-0-0 CS1 DEFIL In (loc) I/defl PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.35 Vert(LL) 0.05 B-G >999 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0,13 B-G >999BCLL0,0 Rep Stress Incr YES WB 0,22 Horz(TI-) 0.02 F n/aBCDL10,0 Code FBC2001 (Matrix) 1st LC LL Min Weil - 240 Weight: 101 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-1-0 oc purlins. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, WEBS 2 X 4 SYP No,3 WEDGE Right: 2 X 6 SYP No.2 REACTIONS (lb/sIze) B-851/0-8-0, F-766/0-8-0 Max Harz B-I I I (load case 4) Max UpliftB--215(load case 4), F--1 37(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-26,B-C-.1362,C-D--1054,D-E=-1049,E-F--1308 ROT CHORD B-G-1179,F-G-1107 WEBS C-G--352, D-0-677, E-G--255 roO NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft-'TCDL-6.Opsf; BCDL-6.0psf; occupancy category 11; exposure 8; enclosed;MWFRS gable end zone; cantilever left and right exposed; end vertical leftand right exposed;Lumber DOL-1.60 plate grip DOL-I .33, 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of thefabricatortoincreaseplatesizestoaccountforthesefactors, 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 lb uplift at joint B and 137 lb uplift at joint F. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) F. 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 onthissheetistoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. 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 trussdesigneracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesignInformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part oftherevieworcertificationofthetrussdesigner, LOAD CASE(S) Standard x Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899T2 1JUU I runs l,ype Qt' Centex-Criando/1928-B & C/jskJ4-17-3 53906899 _ LCJ3 JA 4 1 Job Reference (opIJon'a1)'---- Forest Proe uc s, nc., -r— Feb 20 2003 MITWInclustries, Inc, Tue Apr 22 16:26:36 2003 PageUniversalj—ucts.Inc. Burlington, NC 272i Jeff Kerr J_ Scale - 1:7, LOADING (psf) SPACING 2-0-0 CS1 DEFL In (loc) I/defl PLATES GRIPTCLL20,0 Plates Increase 1.25 TC 0,10 Vert(LL) n/a n/a TL20 245/193TCDL10.0 Lumber Increase 125 BC 0.03 Vert(TL) 0,01 A >999BOLL0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/aBCDL10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 11 lb LUMBER BRACINGTOPCHORD2X4SYPNo.2 TOP CHORD Sheathed or 2-11 -11 oc,purlins, BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (Iblsize) C-57/Mechanical, B-204/0-8-0, D-26/Mechanical Max Horz B-63(load case 5) Max UpliftC.-52(load case 5), B--80(load case 4) FORCES (11b) - First Load Case Only TOP CHORD A-B-22, BaC--43 BOT CHORD B-D-0 NOTES (3) 1) WInd:ASCF 7-98 per[`BC2001; 110mph;h-15fl;TCDL-6,0psf; BCDL.S,Opsf; occupancy category ll;exposure B; enclosed; MW FRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1,312) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint C and 80 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and 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 foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner, LOAD CASE(S) Standard C:) C\J 01111 11 = 00111UK61HURT44WOR410110101 truss 53906899 Q3 IRM I I uzib I ype City Ply Centex-O Job Refer ne., Burllngt,-,, —NC 272f 5—Jeff Kerr Feb2O 2003VITW(ndL)Stri 4-8-0 9-4-0 4-8-0 4-8-0 KMM 2-0-0 LOADING (psf) SPACING 2-0-0 CS1 DEFT_ in (loc) WellTCLL20.0 Plates Increase 1.25 TC 0.27 Vert(LL) 0.02 F-H >999TCDL10.0 Lumber Increase 1.25 BC 0,17 Vert(TL) -0.03 F-H >999BCLL0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0,01 F n/aBCDL10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defI - 240 LUMBER TOP CHORD 2 X 4 SYP NO,2 GOT CHORD 2 X 4 SYP No,2 OTHERS 2 X 4 SYP No,3 REACTIONS (lb/size) B-443/2-0-0, F-417/3-2-8 Max Horz B--55(load case 5) Max UpliftB--1 37(load case 4), F--1 21 (load case 5) FORCES (11h) - First Load Case OnlyTOPCHORDA-13-22, B-C-562, C-D-452, D-E--448, E-F--553, F-G-21GOTCHORDB-1-462, H-1-462, F-H-462 WEBS C-1-72, E-H-52 Apr 22 16:26:36 2003 Page 10-4-0 1-0-0 S'HIQ - 1: 179 3x4 = PLATES GRIP TL20 245/193 WEMEEM BRACING TOP CHORD Sheathed of, 6-0-0 oc purlins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, NOTES (6) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-I 5ft; TCDL-6,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) Truss designed for wind loads in the plane of the truss only. 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 lb uplift at joint B and 121 lb uplift at joint F, 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where Indicated and within 4" of Interior joints. Bracing Indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibiliqforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner, LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899GE3 russ Iruss type I City I Ply I Centex-Orlando/I 928- - 0 - CUI -skX- —11--Y— crest Products, Inc., Burlington, NC 27215, Jeff Kerr - - 0 —00 sTFeb2O 266 M pT2-2 1 —6:26:36 20-03—Page 0-1-8 LOADING (psf) SPACING 2-0-0 CS1 DEFL in loc) I/defl PLATES GRIPTCLL20,0 Plates Increase 125 TC 0.13 Vert(LL) n/a n/a TL20 245/193TCDL10.0 Lumber Increase 125 BC 0.06 Vert(TL) -0.02 A >762BCI-L 0,0 Rep Stress Incr YES WB O.00 Horz(TL) -0.00 C n/aBCDL10.0 Code FBC2001 Matrix) 1st LC LL Min I/def I - 240 Weight: 14 1b LUMBER BRACINGTOPCHORD2X4SYPNo.2 TOP CHORD Sheathed or 4-0-0 cc purlins, BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS (lb/size) C-93/Mochanical, B-239/0-8-0, D-36/Mechanical Max Herz B-82(load case 5) Max UpliftC--74(load case 5), B-73(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-30 ROT CHORD B-D-0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft;TCDL-6,Opsf; BCDL-6.opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint C and 73 lb uplift at joint B. 3) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing where Indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design Information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances, The truss designer accepts no responsibilitforthecorrectnessoraccuracyofthedesignInformationasitmayrelatetoaspecificbuilding, Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. I LOAD CASE(S) Standard 411 C'J 3 53906B99 _[EJ,1A JACK Unfversal F-orest Prod—LlCtS— LLtotLqefa r—e9c-eAqptIonaI) Inc, Burlington, NC 27215, Jeff Kerr— 5.000 s Fib 20 2003 MiTek Industries, Inc, Tue-Apr 2_2 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES - GRIP — TOLL 20,0 Plates Increase 1.25 TC 0.18 Vert(LL) n/a n/a TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.06 Vert(T-) -0.01 A-C >999BCLL0,0 Rep Stress Incr YES WB mo Horz(TL) -0.00 B n/aBCDL10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 13 lb LUMBER BRACINGTOPCHORD2X4SYPNo.2 TOP CHORD Sheathed or 4-0-0 oc purlins. BUT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (lb/size) A-144/0-8-0, B-108/Mechanlcal, C-36/Mechanical Max Harz A-75(load case 5) Max Upi iftA--20 (load case 5), B--76(load case 5) FORCES (lb) - First Load Case only TOP CHORD A-B-36 BOT CHORD A-C-0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; I 10mph; h-15ft; TCDL-6,Opsf; BCDL-6,Opsf; occupancy category 11; exposure B; anclosed;MWFAS 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 20 lb uplift at joint A and 76 lb uplift at joint B, 3) Truss shall be fabricated per ANSI/TP 1 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 responsibjlit, 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. LOAD CASE(S) Standard U C\, C kR Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899EJ4A ndo/1928,-B & C/jsk/4-17-3 1-5-0 3x4 - RN am M911110 T1 a a 5-7-2 LOADING (psf) SPACING 2-0-0 CS1 DEFL in loc) I/deflTOLL20.0 Plates Increase 1.25 TC 0.22 Vert(LL) 0,07 B-D 897TCDL10,0 Lumber Increase 1.25 BC 0.43 Vert(TL) 0,12 A 177BCLL0,0 Rep Stress Iner NO WB 0.00 Horz(TI-) 0,00 C n/aBCDL10.0 Code FBC2001 Matrix) 1 at LC LL Min Well 240 LUMBER TOP CHORD 2 X 4 SYP No,2 BOT CHORD 2 X 4 SYP No.2 ce (qptiqualj Inc. Tue Apr 22 16:26:37 2003 Page Scale « 1: PLATES TL20 Weight: 19 lb 1 BRACING TOP CHORD Sheathed or 5-7-2 oc purlins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B-212/0-11-5,D-202/Mechanical,C--17/MechanicaI Max Horz B-73(load case 2) Max UpliftB--166(load case 2), D--62(load case 3), C-90(load case 2) Max Grav B-212(load case 1), D-202(load case 1), C-81 (load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-E-18,13-E-18,B-C--5 BOT CHORD B-D-0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.0psf; BCDL-6,Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-11 .60 plate grip DOL-1,33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 lb uplift at joint B, 62 lb uplift at joint 1) and 90 lb uplift atjointC. 3) Truss shall be fabricated per ANSIfrPI 1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing where indicated and within 4" of interior Joints, Bracing indicated on this sheet is to reduce buckling of individual members only and 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 foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1,25, Plate Increase-1.25 Uniform Loads (pit) Vert: A-E--60,0 Trapezoidal Loads (pit) Vert: 13-6.8-to-D--1 13.1 C'a LogM WM WMn# im WQ; 2: 9.1-4M: I 10 om JUL) i russ 1russ lype Oty y Centex Orlai 53906899 1CJ5 JACK 4 1 Universal-r6rest 500o s Feb 20 2003 M!Tek Industries, VWA bi i-3X4 4-10-3 LOADING (psf) SPACING 2-0-0 C191 DEFIL in (loc) I/defl PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.24 Vert(I-L) n/a - n/a TL20 245/193TCDL10.0 Lumber Increase 1,25 BC 0,10 Vert(TI-) -0.05 A >354BCLL0.0 Rep Stress Incr YES WB 0,00 Horz(TL) -0,00 C n/a0CDL10.0 Code FBC2001 (Matrix) 1st LC LL Min i/defl - 240 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 4-11 -11 oc purlins, BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (lb/size) C-126/Mechanical, B-275/0-8-0, D-46/Mechanical Max Horz B-1 00(load case 5) Max UpliftC--94 (load case 5), B--69(load case 4) FORCES (11h) - First Load Case Only TOP CHORD A-B-22, B-C-41 BOT CHORD B-D-0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-1 5ft; TCDL-6,Opst; BCDL-6.0psf; occupancy category 11; exposure 13; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33, 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint C and 69 lb uplift at joint B. 3) Truss shall be fabricated per AN8I/TP 1 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 an this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard I L40MEMMWENIM IDNEIBUM10% I - B & Cfjskl/4-17-3 53906899 r JACK 14 UniversalForestForest Products,inc., Burlington, NC 27215, Jeff Kerr 5,000 s Feb 20 2003 MiTek Industries, Inc. Tue 'A L_[ _ e_ scaly - 115': U4 7lq0 1 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0,55 Vert(LL) 0/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.20 Vert(TL) 0.17 A >93 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0,00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl ® 240 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 cc purlins. BOT CHORD2X4SYPNo.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS (lb/ size) C-190/Mechanical, 8-352/0-8-0, D-66/Mechanical Max Herz B-1 37(load case 5) Max UpliftC-- 135(load case 5), B--62(load case 4) NOTES (:I 1) Wind: ASCE 7-98 per F13C2001; 110mph' h-15ft;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-133, 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint C and 62 lb uplift at joint B. 3) TrussshallbefabricatedperANSI/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 replaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance withconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for thecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE( S) Standard 53906899 11-1,17 1 ENDJACK TRUSS sJnc., Burlington, entax-Orlando/1928-B & C/jsV4-17-3 LobReference crptional> e kIndustries, Inc. f 6--a' Apr 22 1- 5-0 5-8-7 H a ow 3. 54 r12 U4 W21 \ wi Q F E U4 20 11 2X3 e 5- 8-7 4-1-1,0 LOADING ( psf) SPACING 2.0-0 CS1 DEFIL in (loc) I/clefi PLATES GRIP TCLL20.0 Plates Increase 1.25 TC 0,37 Vert(LL) 0.02 F-G >999 TL20 245/193 TCDL10.0 Lumber Increase 1.25 BC 0,39 Vert(TL) -0,06 F-G >999 BOLL0,0 Rep Stress Incr NO WB 0.26 Horz(TL) 0,01 E n/a BCDL100,0Code FBC2001 (MatrixWeight: 40 lb I stLCLLMinWell - 240 LUMBER BRACING TOP CHORD2X4SYPNo,2 TOR CHORD Sheathed or 6-0-0 oc purlins, BOT CHORD2X4SYPNo,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4SYPNo,3 REACTIONS (lb/ size) B-428/0-11,5, E-403/Mechanical, D-222/Mechanlcal Max Herz B-1 63(load case 4) Max UpliftB-- 194(load case 2), E--36(load case 3), D--148(load case 5) FORCES (lb) - First Load Case Only TOP CHORDA,H-18, B-H-118, B-C--842, C-D-46 BOT CHORD B-6-781, F-G-781, E-F-0 WEBS C- G-1 69, C-F--857 NOTES (3) 1) Wind: ASCE 7-98 per FOC2001; 11 Omph; h-1 5ft; 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. 2) Providemechanicalconnection (by others) of truss to bearing plate capable of withstanding 194 lb uplift at joint B, 36 lb uplift at joint E and 148 lb uplift at jointD. 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 replaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design Information on this sheet for conformance withconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility 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- H--60,0 Trapezoidal Loads ( pit) Vert: B- 1.7-to-E-49.5, H--0.0-to-D-148,5 111111101illififf UR Ls Ym 1. 2 -*=-IMEMNIMM 4 1-0- J 1 A C, 3 J W 1 1 1 L1 w ut w w w W tiJ UJ LUw IH'1 HlA Hl B 1 HIC HlD M IF i TI T i TI TIcoITl I TI 1 TI 1 T TI T1 I TI TI i Tl I M l i w T I N t3 1 9.4-q 9-9 74 1 3-4- 40-0-0 n OMZR F. lj?LANDO DI UNWS& s MEW LLC, AND IS NOT To at OSW FOR ANY PURPME OETRIMENTAL TO THE l) 'd -THIS MWING USED IN CMUNMON OWE: 1 SU,iN 200'MANSON, 'M Sj719 VISION: SAYE: 6Y: (80E) $33-5900 4 3 2 { 1 1 s sun zcurt sr Ps rp ,#^ .c[ Oca" REV 510NS a . wa°cnuG +a,+su ( w`e > REV. NO. ZONE:. RATE: ECN o. ARPvp; { DESCRIPTION d i„ n 1 82 17/44 - NWri OT (i) W4 (2} FOR TRICK SOLT e .cCauc z nvau a (}'''— Y SaGtgq 9+5 i i MOti,COatµTPtCM sVPP01fiY df t ad ONWx. f+4+ sPris4 +U'UICxTD Tfl OOOP WON i44TALt7A (TO CTO- Yifl1 PGYFH7m YO0>'L.00 bl7iifii 3ii (( r { JOP. YOTTW cayiaR}, L.J y r y y i M jTt '' F71 t3Cl GIY. T7Y'4C iNt7 E7.t i wdao ::4WD wUDLISTED" MA aRIDaISi# Ow.v, # Tea rn•cx. alas, YAIC% .® aO' X y4( Mlc a.e n++c eafex+7. Wx REPORT# 96CK iI 4 r J' r aO u n-sus a,uiar talez 7C' vimpA2- 1asro -OPaw f 3 c" samw sEc wn. stez ttcjrkwdr.Js' a+¢er r>a 4sArrs j n ,X pownom1— binj4 000A w41nf tf'-4' 3 d WS3M T Ni^t 3 1Mhrq ISGRawa t LA, fli4 to P t PRAM 'M, M 14Y, I x ` OH t9 i O.D, vW, ursx CO 1 UP TO 7'-p' WGN coersw oP( q ieO74w4 fiPoO ' OOAIV46 CM fla3 #c'VA" . VOW BL 9701+ 0'Y 70VAT) 71-0CTOPsi1 {&UT NV j SO I /- rc ZWA = KT , z.a Mn .Qw RK iwa ID m uu sxr n . cwv srax a' TwCR 1/a nt LPZ sSyy aO Of. 40" SIM ofr7. SrAL K7AAU ssrTfm a-® Per . <T - s . m_ a wtl. # tTSL i 1441'44 PM llln SCA&W . ,. W7X Otae 5/1 111 1R10 M-. #erraCOnreDvisxD-Io {ro rc cwx Pa um # II T sortsixs ao w f? cuv, uznw, aacte-o- Pavra, ' a a> a z+ crrl>g+s# tzaru« eo c tw BwSad-oM' MIST" swiP uxa twIces A'rI• Pracw+ screw r iY +Ja ca+fTeAs RVU rtSrant/c (Ofx PU AotILBD a OA "Y' TOP COAT APP690 TO eoDi OHM ` wnGL TRICK vat. COticRCfCj wwYr040 W0.UOCD wfmp a aGtCAGY, 4TSCL Y4P SlitYa k KJ10Hi. t • G a 4Pr, rw' tER llCQP4L0 V C. v. MEi PWCX r MVED TO £A 9 is6s.# STitl. osx= r137 fa' ro iw w I A'J. lsaSPAC3(CP. iIL:F1 WSs" or 0 OM :37N iiP',DtV;- .wC+a0i,5uIY #i 4 J%Y is ^-b GKY, SYEq TP,+C% &41txfiY#., l,I SNw Ij !i ib nL j il t5s£s w{/,{s) IMtLA, #YA3 ` 9 :Ki+ s[ 07 DonA. tlltClt ATY _m Ty y" CRFIX471 7a (3 v ij jiAs¢% a• $NaQ aPor iY%Y+TiNG 3 14Fi. tIdTiMYK dti164 p0 MC{ 'M• 1 4' f ji P$i M AKM S MSfA 9HE 1 4• 6G4Y / MUi w VIP JOe1YS. PAttMl, "A-KVV NO44 OA 7'aSi fJ;• OkPtaiTB. KCTCO sUPfAtL a' 6K #xC,rY. STbv, 14 BYi S1eELftax fq 4I. ONLY. 89aLL / Cam' she vAA{ waSTCR/'Lib, P.S. PdaO 5J i A..R, iN+aa fIT£s. P2sP a=mH -:n. to o e. afreev+ L+O SfSLS w ', 3 Iea$/a' TA L u-W fNLiY 4'YS cats SYaL Pz 20 ,u OILY, 31c" Y pryfD yes Af DESIGN LOADS; +24.0 PSF dt -24.5 PSF Q.. aw. KiLD,S Titl M 45i if46f ON TMC 0051OM a THa sUPP01R#+O rwxmp.L axwws w sroa fxa nK a Y K w TEST LOADS; PSF do ^37A PSF TA" a aO " "4 SM11. 11-61" RiOe BOLT i #' DOC4t. ~a M CvM P A= tIISliID ON — aw.na w wK z i + w A t-;_x-i P.nErt A (d, rro u-alaa L= Pr>a .. rna I Alain xu+. ?A}tT NCa - A I-7 a OM # OtK u-idA ib N$Xi WTO /7-/ /7- 7 T A A J #COITCN fTC.' bat V=awl ARICNCD "WA OK ( MBTKL unss#r 4tNPrtil IDEAL 1F SL Su0.t tYAj wiTN ;%..7%• seLF TAPWRi LA'.'K rya e.ru.ua/P.n.wr wa 11 OilacVr+no 4H 43242 P" rmz LD4+S'cI4 van =C m sLaPlr sxtwo nmw a w TOLERANCES PIP Tai Ka 1-kly Y yn. ,°tI my me A t.93 FUN., I-SIS- 2-'41# firma, .-a t.rw .rP,ri ,+uwn sr .mow +..x o«, m .40 . t.4i5 QESCRiP7i0N: M44EL bRSi 14 14-0 x D^9: ?4/-?a,S '3E5#GN i3OAD 0 " OILY. = n. W 701f $Pn4Kcr, A fe, e r m.. wI DRAWN BY: 9Msa DATE: 4/98/00 SCALE; NTS OWG, n+LmD wa H (x) ! i s,#/#' snstY Mlt SCAM rs. w.. ,.. u vu r a . ,0000 . t .001 Da9ra•# t1/ 2' ICKCKED 8Y: 4-1 DATE: 4/18/00 SHEET I OF 1 SIZE NO,: 192139 REV, No, P CD t a. Thr-a-7- Jr -Swing Do., Wood ,OMas $Yat*m kAx is- Oc VMQPRF5sIN 67, 0 PSF S;ngie positive 57O PSF Negctivd Single with S;deNes Positive 60.0 PSF N4106" _F C Oubj@W/wo S;delites Positive 47.0 PSF Negative 47.0 PSFX. 04X0. OX0. xx. OxxO The head and sda jamb: a" rng-Pint P- measuring a mi., 4-9/16* rith a rabbeted atop. TAPO' ON18' O.C. DTr*AL1 AsTYPEANCkORJ/ 15- TAPCON 2 FNqRwG rfPZ AMCHOR ORMALL. r, L"SOWT LPML Wsotw LWA 2 2X SLCK-,, Ix K= Lam? 7 So. 2) PFH * 3 CONCRM Mk'; ONRY SLOCK UAUS /7\ LAVS 2V Sw_9ML=r_Klx sue-aucx 112 DRYWALL Ix BUCK 1 2 PAR 0, 3 S/15® TAPCON 2 rIPE MCHOR 2x 2 Futf4h1c ELCO TAPCON OP EOUAL 2J5 LB. SHEAR RATING) 3IY5* TAPCON y. PFH W5 7. 1 7APCOM za= 11 Z/16- .3 MAX-, ;;.", 1-1 4A41H. TYRZ ANOCAS*c x .x TO Ix wV_ffwK Zia I. This system Ass been rvoluctod for a in locations rdhofihq to the Florida 5lWaIrg Code tT" Vwrr L Sof,-B and ushers ps".r, nsquiramsnts as dotolnilled by ASCE 7 MW—M D.Xiqn Loads for &L;ldinqs TO V Ste -a= and Other Structures do hot exceed the design pr*SSury ratings 14W herein. 2. For ;,, stcliotions wham the sub -buck is lass than 1-112' (FBC section 17OT4.4 Mchorog. Methods and sub - sections 1707,4.4.1 and 1707.44.2) Toocon tipe conarete anchors must be used and the length must as such that a minimum 1-1/4' "ci;4—ht of the Topor into the —opq .,all is obtained. CON2UM Mon lam The--T- 444-Sinq Door W004 rmr,,el System VAX IS- O.C. AnNf- Negative 67.0 PSF AIKUUU Single up to 5'4 x S'O -/eo .;dOlfas Single Positive 67-0 PSFZJB&L - Single with sideNes P03we mo PSF Negati- 60 0 PiF OC Doubje up to 8'4 . Z'O /.. sidelit- Ep. 3Oub4o wl.o s;4elites Positive 47,0 PSF Negotia 47.0 PSF CI 10 X, Ox, X0, OxO' xx, CoKXO The heed and aid. jc,los are fing.,)oint One h,,qs4,,iN a min. 4-9/16' rkh labo-Isd -2*P- MASONRY LWTEL 31?5- TA CON la' OX- IRRINC =t O LjkX UA50NRY UHTEL I x 2 FtRfRiNG co DRYWALL ';2 3116- JAoCON TYPE AACHIORI - Ix aw< 3175 TAPCON 6 T It TYPE ANCHOR 25- wxy S)-vw SPACE TYPE ANCHOR z HEAD 'AM5 situ IX SUB -SUCKax2.-1/2' PrH WE to n CONCARM 'a MASONRY SLOC4 25' MAX, F7SHIVSPACE7 L119. Ewa- 19 t jDaZZLTYPEANCHOR ELOO TAPCQN OR EOLIAL 3116' TAPCCH Lj g.TYPE ANCHORLB, SHEAF, PATINC) V) 25' MAX S)W SPACEP7 8 OCOC V'r' UNN. ja 2-112 1 2 PARINGPFHwisDRIVAL4 SIDE IX BUCK 2 FtRRING lam' 1. This system he. —1ugt.d far we in lod(U.13 oPh.,ing to the Fwridc Code 15" A(K DRYW14L and here pressure'equiwn-ts as determin.0 by ASCE 7 MMinimumre.gh Loods for &iidlnqs C-SINK DATE; 4/3/02 V SUCK and Other Structures do not exceed the design pressure ratings listed herein. SCALE: N-T.5, tv" VEP77CAL WE AWE 2, for lnslatict;vns wham the sub -buck is Joss t*,n 1-112' (FBC section 1707 Anchorog. Methods4.4 owc. try, W.1-M, TO 2A SUB-BUC)f and 1707.4.4.1 end 1707.4.4.2) Tcpcan We coporete orohm must be used and the length hnst be such that c minimun, 1-114' engagement of the Topcon into the masonry ec0 is obtained. DRAWING NO.: 3, When using C Ixsub-buck a 6-9115' jamb is required to aPow for min. edge spacing for Topcon type anch" sm=, y psi Therma-Tru to -Swing / OLt-Swing Door Wood Frames System Single up to 5'4 x V0 1.1wo s;dclites Doulble up to 8'4 x S'O v/wo sidalites X. OX XOI OXO. xx. OW rFNFRAL f)FSCR$PMQN- The head and side iambs ore ringeijoint pine measuring a min. 4-91le' with C 1/2 robbated stop. DOUBLE 2X HEADER 2. M&A 2X STUD 2X JACK STUD a . 2-112 PFH WS HEAD AAM 1/2- 2' oRrMALL V 2-1PfW wS I I I I 15' AM C-SO49 - 25' MAXSPACE Ewa FqIQN PPFSSURF RA7ING: Single Positive 67.0 PSF Negative 67.0 PSF Single with Sidelites Positive 50.0 PSF Negative 50,0 P37 Doubly w1wo Sidelites Positive 47,0 PSF Negative 47.0 PSF IL2M This system has been evaluated for use in jocotions adhering to the Florida Building Code cnd where pressure requirements as determined by ASCE 7 Wirlimum Design Loads for 8uiJdi,I;s end Other Structures do not exceed 06 design pressure rolirgs listed herein n. o z a: 6Q to i- 2 :E, t5 < LjVI V) V, sULTAMT4., a. U0 I CD PY: W-1-K cHX, 5+. R.W. DPAWNC Kr T-022CZ ITHERMAoTRU'' IFOER CLASSfC'fSWO0TH STkfr OawAa " -qNGL.E AND DOUBLEE WIA WtOtfT`S05JTE& INSUATED FMOWA.ASS O. WTM WOW FRAMES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED To MEET THE SOUTH FLORIDAPRODUCT CODE 1994 EDITION FOR MAMI-OADE COUN Y. BUCKS 6F22. WOOD BUCXS BY OTHERS, MUST BE ANCHORED PROPERLY To TPANSFER LoADS To THE STRUCTURE. J. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT To BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE L 5, THIS PRODUCT QQE5 N!2T M THE WATER REQUIREMENTS FOR MLAMI-OADE COUNTY, 6. 2!== IMRACT RESISTANT SHUTTERS LEU-2w, 7, SIDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION, Egcj stjots• Fiberglass ovq, min, yield strength in,)-6,000 psi moothStor - 0,070: minimum skin thickness FlberCICSSic - Q, 1 10 minimum skin thickness rare drsivn Polyurethane foam core. withl,.9 Ibs. density by F. heet 0 070* thk. vax Theanth skin is const-nicted from sma" odmptInmd ( C). The inter -Wy is filled will 1-9 tis density BASF polywelhone loom The s face sheets ore glued to the wood stiles and pcjjs, The * s neelfoced with 11 wood t0c* block LYLMcha" 2X5 x 14X long at the strise and deodboft location. The hinge jWisMawrjointedPineandthetopandbottommaG'e of a wood compositematerial. in the double door application the inactive door is fitted with one aluminum astrogal (Mnd 1) of 5065-T6 clk;y. The frame is constructed fnxr finr jointed pipe. The Lz- jol 1' the ith fj) 169c J/ crown x 2 long staples of each side, TlestiVore' secifed togethe, in C s4ete apoicallon using, / 8 x 2' Jofq PFH Wood Screws (6) scmn per each mullion, The units use on ins" Saddle threshold measuring 5-75' x 1-548, Sideffle Claim-, The sideMe panels are sondmc:h d two Piece FpFitfrume. They are dry glazed on the eXIvic-r9j,011r7lo aInkceiltdcr s'U Top' ' A caulked with s&vne, The file frcme5 ore held u)8 x 1 12 Jong Plascrre I TABLE OF CONTENTS I SHEET # DESCRIPTION 37. 5 MAX, jF OVERALL WIDTH 5- MAX. --.q NELWOTH1, 110. 5.5' MAX. OVERALL FRAML W;L)IH 36. 625' MAX 15.5' MAX, PANEL WIDTH FRAME WIDTH WIASTPAGAL 7 3,75" MAX. WIDTH 7, 125- MAX. D. L,O. WIDTH Z I 17 4 s ANGLE q'NG UNIT 74. 5' MAX, OVERALL FRAME WIDTH 36- 625' MAX. PANEL WIDTH WIASTPAGAL Li LiOf to RIJN 1 - 68. 5' MAX. OVE . RALL WIDTH MAX ALL ' MAX 6KvI36' M— mIt= R PANEL WIDTH FRAME WIDTH 13. 75' MAX. WIDTH Z 0 > LJ own M 0 LLiLJ co cogig EEO L CI k' Vy BUILDING DKSLU- TANTS. INC 813Zfl, l.3831 DESIGN PRESSURE RATING --- 7 CENTRA L FLO -.G.1 BA.4 WHEoTEFIFRATIONNV TJH UNIT TYPE REQOREM S "'TEF,E, CW, RW SINGLE + 67,0 PSF - 67-0 PSF MANUFACTURER NUffl 6f"o DOUBLE + 55.0 PSF - 55-0 PSF 5-2151 SIN7 0- L + 5,5'0 PSF - 55,0 PSF 61 Lig" In AST7ER7,111 -1 _I! M 20 In Li Liz Z 1.68" m1hL PANEL THK. 5 77 19 14 vs R T 33 34 42 VCY67., 43 O. SEE NOTE 5 SHT. 4 41 SEE NOTE T, 4 li 5' MN. GLASS THK, IMT-Rig 25 x Cli FOAM GASKET & SILJCONE CAP BEAD 6 ono70.4 I .58' MIN. PANEL THK, qpp SEE NOTE 2 SHT, 4 /---, i. ILAM zx co Lu ASTPAGk RETAINER BOLT 8,0' LG. TOP BOTTOM (2) BOLTS AT TOP & (2) AT BOTTOM HORIZONTAI QRQZS—SEQ0 0 ASTRAGAL 13 o. 1 15' WIN, EMS. 25' MAX. SHIM 5' MIN. C-51NK CEE NOTE 43' SHT 4 jffLRfQR 00 0 36 6 29 S NOTE 41 SE 1 3 SET. 40TE 0 SIDELITE TO BUCK Qco 0 V)2 ACTWE CD ll o. 00 CL a Xz SEE NO BHT.4 FOAM GASKET ZU 43 SILICONE CAP BEAD SEE NOTE V) ISHT, 45 34 A43 cQ1Q: RIQ JNTERf R 6 35 D Ld 41 10 29 's z S E NOTE 1 37 SHT4 SEE NOTE 7 SHT. 4 K2') HQRIZQNTAL,-CaZS SEC 0 HINGE JAMB TO SIDEUTE Clwl J:ul Tlli:,Al 'FL 03JKPA 17 A (C TURIE4R om os/ I 2zo sme 112' = TJH cw. ay Rw ORMOC NO: S 2151 1: 17 1. 15' MIN, 15- IVN, C-SINK R P 25' MAX SHIM SPACE lta! 1111CH "'-B TO Sucx' NOTES: 1. SPACING FOR ITEM NO. 41 (UTE FRAME SCREWS) IS AS FOUOWS; VERTIM FROM THE TOP DOWN ON SIDES; 5,5' 16,5', 27.57, 38.375-, 49.375- & 50.375-. HORIZONTAL THERE ARE (2) SCREW BOTH Top ANO BOTTOM AT 2,125- IN FROM EACH CORNER_ 2. SPACING MR ffEM NO. 27 (18 x I' PANHEAD SCREW) ATTACHING THE ASTRAGAL To THE jp&4CTNE DOOR IS AS FOLLM THE Top DOWN 17. 3, 5, 18.25'. 40. 57, 59.25*, 74.25, 7&25' & 78-25'. 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 16GA. x 112' CROWN x 2' STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAM6S WITH 2) 16GA x 112' CROWN x 2.5' STAPLES AT BOTH SIDE. 6, THE SIDELfTE IS DIRECT SET INTO THE JAMB WITH (12) ITEM NO. 43 (18 x 2' PFH, WOOD SCREW), THERE ARE (4) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 13,5, 31®, 48,5- 66-. THERE ARE(2) AT THE HEADER AT 4- IN FROMTHEOUTSIDECORNERSOFTHEFRAMETHEREARE2) AT THE SILL, 4- IN FROM THE OUTSIDE CORNERS, 6. SPACING FOR ITEM NO. 43 (18 x 2' SCREW) SECURING THEMULLIONSTOGETHERISTHESAMEASTHEPERIMETERANCHORING SCREWS, 6, DOWN FROM THE TOP AND UP FROMTHEBOTTOMWITH (4) MORE SPACED AT 13,7- 0,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 7HE SIDEUTE AT THE MULLION USE ITEM NO, 37 (110 x 1 3/4" SCREW), iY 6 FOAM GASKET & SILICONE CAP BEAD m 0 041 SEE NOTE I SHT. 4 1, Ib MIN. EMBED. 15' MIN C- SINK F"- HINGE JAMB TO BUCK, SEE NOTE 6 SHT 4 Q, l _I7NTR [IN Q Rl R 0 STRIKE JAMB To "EL"E 7 Lqzu- 12 E All S 10 SEENOTE7 SHT 4 25' MAX. SHIM SPACE 7v.7 ' 91 7 I I M L- 1- 11- RW SEE DETAIL _F_ SH7 5 6 3' 6' TYR. LTYP TYP, 7, r 1 6- 6 3- IA6 6 A3w5' 5" 0Tmm0A46*F9 ,kq,UjkL FLORMASINGLE R I 3' SEE DETAIL E". SHT, 5 TYPI SEE NOTE 4 SHT, 4 Typ. I10 ui SEE DETAIL G- SHT. 5 MUaLf:R W 1 MANUFACTuRER NANES MASTER A o,357' BOLT DEEP ENOUGH FOR A 2' 13 BOLT THROW 12 10 013 13 10 ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL 0WN STRIKE PLATE TO FRAME DETAIL "G AT THE THRESHOLD A17 SEE NOTE 3 SHT 4 T—T V Ci SEE DETAIL Typ. D'- SEE NOTE 4 SHT. 4 w I CENTRAL SEE DETAIL SHT 5 3 3' 6' 3. 3 3. 7 13 TYP_ SEE NOTE 3 SHT. 4 NOTE TYR SEE DETAIL SEE SEE NOTE3SHT. 4 6 SHT, 4 F- SHT, 5 Typ. SEE DETAIL G, SHT, 5 SEE DETAJL SEE E" DETAIL SEE DETAIL TYR jt.— 'E' SHT_ 5 TYRSHT. 5 H- SHT. 5 TYR, SEE DETAIL SEE NOTE 'G' SHT. 5 K' qM, 'K' TYR. -mi.— 14 4 SHT, 4 Typ. 14 TYP. -M Typ, 6 SEE NOTE 3' 6 14 4 SHT. 4 6, TYP DOUBL DOOR SINGLE DOOR _&22 1 134 2 453' GLASS SITE 40 7 33 453' CLASS BITE 32 1/8- TEMPERED25 118- TEMPERED GLASSL 40 GLASS 25' AIR 25' AIR iL2 Q. SPACE o 0 SPACE1 67 1/8' TEMPERED 1/3- TEMPERED GLASS GLASSLASS RI 36 41 SEE NOTE 6 1 SHT 436 ll' z 25" STEEL c_ SE NOTE INOTE1 25_ STEEL INTERCEPT INTERCEPT SHT. 4 SPACER SPACER 5" INSULATED GLASS NSULATED GLASS W/ L2Ta ITE EE6&!E 11 TCM LITE FRAME GLAZING DETAIL X'm It L, ;1, Jl/!— 4.563' 1,063' r. 20 21 AMU ER6M 2 3 FINGER JOINTED PONDEROSA PINE 1,92' 1.7 4 O IL 097' x I STEEL DOOR HINGE I 1.53 1 SIDELITE TOP do BOTTOM RAIL FINGER JOINTED PONDEROSA PINE 6r 526' I , 232- @ EAESIj.LP I-EE FRAME EXTRUDED-B-IL F2, 141'— BOTTOM BOOT 0,09' EXTRUDED VINYL WALL m T S-f' Y IalE o oa T- 1.531 Ef—TOP RA1L 0 WOOD COMPOSITE 7 ,077" T 1.531 Cimm rTr Pf AN S10F -';Tlf F 36 vmrfnml t 1.264' y'T I 531 I 1 M"a" DPLAS,nc UP,LITE FRAM EXTROED.- 5.75 in 1.531 fL—L=M— n 5 ELE 6LZ USBNG 56MLLldffld= 19WOODCOMPOSITE15' WALL ALUM, 230' THK. ±LALL-&N-l —TyP- OSS. BOTTOM RAIL 11 WOOD COMPOSITE 1 9 2375" svn.Dtt#G CONSULTAKM WC 873.684.5837 WE 08ZI SrALL N.T.SNTJH L 5 WOOD LOCK BLOCK FINGER JOINTED PONDEROSA PINE M RWCr. DRAW04 NO.: S-2151 7 oF 8 1,5,31' 5S. TOP 861 WOOD COMPOSITE e — 1. SS IATLb z 579 1,5531 1 3 ( D coT T-- I oO ul, OHO it17;: 179- U, Do :c N TH P BY THERMA-TRU HI CL R RIFWR -- k OtIPREU-1(7oN7r44TLLLJ-A LCMKOCEITI FOAM CELL CORE Wl'ANYL JACKETwFQAMCELLt;UHL w m m I DRILL TRU FOR 357' DLk ASTRAGAL DRILL TRU FOR A #8 RETAINER BOLTS PFH w000 SCREW 2PLCS WIN0.1AM5LR il—WakLT-STRIKE PLATE N 4A57RAGAL HAS 2) 8.0- C' BOLTS a BOTTOM 2) 8.0- BOLTS 0 TOP 1.757' !: VANDJAM9ER If WROUT Aal5A I , T ASTRAGAL RUAI L? MATERIAL- CIRI, Bc YELLOWow CH DMAwom 77 51 5.684.M31 olm 3UN-21-2002 09*52 MILESTONE WINDOWS 407 323 9729 P. 14)iida RMdeis mm f 2540 3ewett Lane,, Sanford, FL 32771-1600 - (407) 323-3300 * Fax (407) 322-3:337 JUN-21-2002 09--52 MILESTONE WINDOWS 407 323 9729 P-03 AMP"ida LXUVOWS AM bitemfionalby?. The attached table lists all Florida Extruder drawings in the Orange County Fenestration Masterfile affected by this engineering statement. Any questionsshouldbeaddressedtotheundersigned. HRMMZM 2= Robert J. Amoruso, PE pp oh dp _Y rt!dprsc Florida PE License No. -49752 Cc: Earl MoorFEI File PE Scaling Statement: The letter was signed and sealed 41W IsIca UkmmQE=-, 7jQrA#1r*KKP PRJEJRm A rubber starnp sea[ was also for Orange County Building Division Masterfile scanning. nie: 2W2-L-M-Rlk-009 2540 J*wvttt Lane, Sanford, iL -32771-16i0--(40-7)32-1-3300- -Fbx(407)322-3,337 2 mt.4st have a minimum cl of 4 Inches around the air handler per the State Energy code. Au duct has an r=6 Insutatto4 value. m C/) Li 7- El x m CD F- CD LLJ I--, pq C-) nj -) Rating z 0 z 6 i-j 0 0 4 re m a_ i U) 0 in m ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE WOOD BUCK a FOIT TER CAULK BY OTHERS RIGID VINYL GLAZING BEAD WH. (TYP.) WIP DO'W HEIGHT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM lib ADHESIVE CAULK, OR APRV'D. EQL. CONCRETE OR MASONRY OPENING BY OTHERS c' q / z Im CAULK BETWEEN B.W. WOOD BUCK & (BUCK WIDTH) MAS'Y, OPENING INSTALLATION ANCHOR BY OTHERS ONE BY WOOD 3/I6' DIA. TAPCON BUCK BY OTHERS \ 1-1/4' MIN" c EMBEDMENT INSTALLATION ANCHOR 3/16` DIA. TAPCON SHIM AS REQ'D. 1/4' MAX. SEE NOTES) GLASS TYP.) (SEE NOTES) B.H. BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL PRECAST SILL a BY OTHERS NOTES: SECTION A -A 1) SHIM AS REO'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 I —1 /4" INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD IAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH J VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W,H, EXTERIOR OF WINDOW FLANGE. F 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE 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 J8 SCREWS OF SUFFICIENT LTH_ TO PROVIDE MIN_ 5/3 IN_ EMBEDMENT INTO WOOD BUCK_ 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN_ THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEVATIONS£RIES SINGLE HUNGS. SHIM AS REO'D. RIGID VINYL 1/4' MAX. GLAZING BEAD ( SEE NOTES) TYP.) GLASS TYP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE WOOD BUCK W.W. WINDOW WIDTH) SECTION B_B w,W. 1 1) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #10 SCREWS OF [ {i( SUFFICIENT LENGTH TO ACHIEVE 1-3/8- MIN_ EMBEDMENT AT V/ I E V' E D FROM E X TT E R I O R ALL INSTALLATION "FASTENER LOCATION I 1-1/4` MIN. EMBEDMENT D O HERS m o 0 PERIMETER CAULK BY OTHERS CAULK BETW''EN WOOD BUCK '. MAS'Y.- OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 30PSF TO 40PSF 41 PsF TO 70PSF 30psF TO 40PSF 41 PSF TO 70PsF 12 IS 1/8 X 25 8 8 F,G F,G F.G F.G 13 8 1/5 X 37 3/8 3 8 F,G F,G 14 18 1/3 X 49 5/8 8 8 F,G F.G 145 18 1/8 X 55 1/4 8 B F,G F.G 15 18 1/8 X 62 B 8 8 F.G F,GHl 16 13 1/8 X 71 8 B B F,G F,G,J,K 17 18 1 3 X 83 F,G F:G IH2 25 1/2 x 25 8 8 F'G F,G 1H3 25 1/2 X 37 3/8 B B F,G F,G,H,I IH4 25 1/2 X 49 5/8 B 8 8 F,G F,G,HJ11-145 25 1/2 X 55 1/4 B 8 F,G F,G,H I H5 25 1/2 X 62 B 8 F'G F,GH,I 1 H6 25 1/2 X 71 6 F,G.J,K F.G,J.K IH7 25 1/2 X 83 B 8 30 1/2 x 25 29 1/2 X 25 B B 8 F,G F.G 30 1/2 x 38 3/8 29 1/2 X 37 3/8 6 F G F, F .G 30 1/2 x 50 5/8 29 1/2 X 49 5/8 B B F,G F.G,H. 1 30 1/2 x 56 1/4 29 1/2 X 55 1/4 8 8 F,G,H.I 30 1/2 x 53 29 1/2 X 62 B S 8 B G F, F wJF,G,HJ 30 1/2 x 72 29 1/2 X 71 8 F.G. HJ F.G, 30 1 2 x 84 29 1/2 X 83 8 22 36 X 25 B 8 8 F G F,G 23 36 x 37 3/8 8 8 F,G F.G,H j 24 36 x 49 s/e B 6 F,G F,G,H) 245 36 x 55 1/4 8 8 F,GH,l F,G,H,I 25 36 X 52 36 X 71 B B F.G,Hj D.E,F,GHJ 26 27 36 X 83 8 8 F.G,J,K F,G.H,,J,K 42 x 26 41 X 25 8 8 8 B F,GF, F,GH J 42 x 38 3/8 41 x 37 3/8 B F,G F,G,w,l 42 x 50 5/8 41 X 49 5/8 8 B 8 F,G,H,I F,GH,I 42 x 56 1/4 41 X 55 1/4 8 8 F,G,H,I D,E.F,G,H,1 42 x 63 41 X 62 8 8 F,GH,I D,E,F,G,H,! 42 x 72 41 X 71 41 X 83 8 B F,G,J.K F,G.H,I,J,K 42 x 84 48 x 26 47 X 25 B A,C F•G F,G 48 x 38 3/8 47 x 37 3/8 8 A,C A,C F,G F,G.w,l 48 x 50 5/8 47 X 49 5/8 B A,C FG,H.I F.G,H,1 48 x 56 i /4 47 X 55 1/4 B A•C F,G,H,I D.,E,F.G,H.I 48 x 63 47 x 62 47 X 71 3 A,C F,G.H,1 D,E.F.G,H,i 48 x 72 47 X 83 F JK DEFGHIJK 48 x 84 32 52 1/8 X 25 8 A,C F,G FG F.G,H.1 33 52 1/8 X 37 3/8 8 A,C A,C F.G F;G,Hd F,G,H,l 34 52 1/8 X 49 5/5 B B A.0 F,G,H,I D,E,F,G.H,i 345 52 1/8 X 55 1/4 6 A.0 F.G,H,I D,E.F,G.H3 35 52 1/8 X 62 52 1/8 X 71 8 A,C FG,H.1 D.E,F,G.H,I 36 52 I/3 x 83 B A,C F.G.J.K D.E,F.G.J,K.J,K 37 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. T T INTERNATIONAL, INC TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS — SERIES I000 1500 2000 DRAWN BY: B B APPROVED BY: g = ` - DATE: I O / 09 / 01 SCALE: N T S DWG F L E X OO 16 PRFPARFO BY PRODUCT & "APPUGATIOU ENGINEERWG, INC- 250 ENTERNATIONAL FlKY_. SUITE 25i3_ tifltTtiR6'N. FLORIDA -327a6-PHONE 407 St15-t1365 FAX 4t77 ,5-0365 iol 0 C - SSH A4M3 X 2 IC00 ZIA Ul H- Mu L AME Yi3) Y 37i c M, L` T1tJtX i A X x 2 x 3/2 UL L ' D;Nl 2 X A %, - TA' T YT 7 A I X 7. X 3 E AG I-TVP nS X I /2 S'LLF SEALAN'T H-TIWEEN WINDEN FLANGES 9, Mlli! TON F Ava F 7NG S M S Q N X 4 X 1/8 TI_12E MULLE-IN AF p i N G Is MS, i S _7IAL Aid T' '2ET kdEt-'-j VINDOP4 FLAINGES X MULL 7'C'' X '--l"'2 S`CL APPING S M S I X 4 X 2/9 li E MUL L 1 0N A 7 A, N4, B tT Y,-,', 8 X il-i/2 sc--LF T AZLP 7 N- SMS MIN; s X ENALANBET'W FLANGESAN'GE-S s, M, ULL1 C 7N A A 41 11000 S'H yu's v1001, 7 pJAM3Y 2 X 1/;2 SFLF Ti AF:` PIN0 -S M 47 L SEALANT BETWEENvjT.ND0-W FLANGES MLLLDON 8 XX -1`2 SE:i F p s ms 9 x s ELF VIL-WE0 FROM ;-7XTF-F`;0R SEALAN E-- tie ADOWr iAIN' a X TAPP-'4G SMS FELS; 2- N A Ai ATiLD4 f2l iNc r-7p ZITIA N y: " c ;-ro: llq 7 7 N CONCRE EAD H, EA0 r! E -7' A c U — 1.11 -Li fl"J'STALLATION' ANCHU7P Dl;TAPCFEN SICRE%w AP-4,CHOR lly SSILL CLIP L4 tA TN, P E-^ S' CTHERS REL' Y TC7 MP /, LlD7TTQ W N U E D h4;; i T71N RNATIOINAL, INC TFLORIDAEX-1 R U ljE-h-S SANFORD, FLORIDA nTLE: 1 000/ 1 -Ju v x I r14 iv; 'J L I L!Nii 3' L D E F YHE R r' T-) F S HEF T 0 F 2 F G R Jf i pRr-s;I;Rc I APACTTIE IDRAWN BY: APPROVED BY: T- 1A TV - , / i IRI-ATR- NJ-1 Tiw a 4 SERIES 1000 & 1500 FLANGE VERTICAL DESIGN PRESSURE CAPACIIIE I 7-C4-PA-J-TY CAPACITY ;CAPACITY ;CAPACITY CAPACITY ; Y CAPACITY CAPACIT CAPACITY CAPACITY i. C CAPACITY CAPACITY I 2X4X3/81CAJ-A-cjTy CAPACITY CAPACITY 1 X4X3/8 1 X4X3/8iX3/81X2 7/16X3/8i 1 X4X1 /8 IX4XI/b 8 !IX2 7/16XI/8 1U 7/lEW/8 1X2 7/lEWINDOWlX2X3/8 `IX2X3 UBE MULL TUBE MULLWINDOWjX2xj/8 lX2Xl/8 MULCTUBE MULL i TUBE MULL TUBE MULL i TJUBE 6 ANCHORS 6 ANCHORS T: L 6 ANCHORS 4 ANCHORSTIP -TO -TIP JUBE MULL LL TUBE MULL MULL i TUBE MULL TUBE CALL TUBE MULL JUBE MULL JUBE MU R 2 ANCHORS 4 ANCHORS 4 ANCHORS i K j SECT. A CT. A-A(5) SECT. A-A(6 i SECT. A-A(6) SECT. A 7 A -A 4', :SECT. A -A -AC5)-4;, -SEA -A 3) SECT. A7-(-SE q SIZE SIZE 2 ANCHORS 4 ANCHORS 2 ANCHORS 4 ANCHORS 2 ANCHO 5 4 ANCHORS SECT. A-A(l SECT. jj_j_L5pCT. _A_AC2L_,, SECT. 11187.72 11187.72 1187.72 12 19 1/8 X 26 1336.52 732.42 1336.52 692.83 336.52 732.42 336.52 '732-42 791-81 791.81 t74493.47 140.20 .20 740.20 6.46 209.72 1456.46 - - ----------- 209.72 429.55 209.72 4.5 13 19 1/8 X 38 3/8-209.72 317.66 5319 12 539.12359.41 539.12 359.413152.75 271.8- 152.75 193.92131.23 152.75 1 177.46 319.5514 __-- 19 1/8 X 50 5/&, 131.23 1--- 479.331479.33319.55 460-17135.81 194.97127.29 i 127.29 135-81 139.09 145 119 1/8 X 56 114 94.13 94.13 423.03282.02 423.03 :282.02 423.03 119.85 :136.6489.21 i 97.48 97.48 15 19 1/8 X 63 65.97 89.21 296.98 365.75 90.09, 212.62 212.62 296.98 58.81 58-81 64.27 t 90.09 - --------- - 16 19 1/8 X 72 43.49 43.49 184.08 294.03131.79 131.79B3155.84 55.84 17 19 1/8 X 84 26.136 '26-96 36.45 '36.45 39.83 161852 1927.78 1927.78572.13iv 618.52 i 997.78 . 1262.87 i 572.13 1262.87 11-12 26 1/2 X 26 262.87 1572.13 262.87 '541.20 5.57. 371.61 1557.41557.41 157.93 323.48 157.93 343.74 157.93 1343.74 371-61 1H3 6 1/2 X 38 3/a 157.93 239.21 26 i399.53 399.53456.35 1399.53 1266.35 113.20 143.71 :113.20 1201. 1 H4 6 1 /2 X 50 5/a- 97.25 97 25 113.20 131.51 53.55 1353.55339.42 2"35.70 i3 100. 17 143.Bl1102-59 235.70 I H45 1 6 1/2 X 56 1/4,69.43 69.43 i 93.89 193.89 100.17 207.10 1310.65 1310-65 71.58 88.011 100.34 1207.10 236.83 i 65.51 65.51 71.58 -- IH5 26 1/2 X 63 48.44 i48 44 -L t i 267.38r -- i 155.44 217.11 1217.11 --- i 146.98 165-86 165.86 1 11-16 i3l.79 142.99 142.99 146.98 ------ 26 1/2 X 72 :131.79 1 1 1133.99 214.0295.93 95.93 1133.99f40.6440.646226.53 126.53 128.99 128.99 IH7 26 1/2 X 84 19.62 !19. 5101 =765'765471.75 1510 176521b./b216.75 1471.75 1216.75 1471.75 22 37 X 26 216.75 471.75 1287.57 '431.36 431.361287.57 431.36 1 T_ _ 1 i---F266,00 i 122.22 266 - -- 41- 00122.22 L81122.22 185.12 122.22 7250.32 ol23 7 X 38 3/ 8151.91 1200-86 1301 29 200.86 301.29 1301.29j-1-08- 185.36 99.17 185.3624 7 X 50 5/8 i 73.34 73.34 4 64 264.64176.43 i 26, 174.98 i 107.65 176.43 254.07 70.28 70.28 74.98 76.7915197245 37 X 56 1/4 51.97 176.06 153.96 1230.94 1230.94IS3.96 48.70 48.70 153.21 53.21 165.43 74.59 25 37 X 63 36.01 36.01 1197.411160.30 34.69 48.62 .48.62 .114.76 114.76 131.6 31.74 !34 6923.47 31.74 - 37 X 72 23.47 98.2726 '70.36 1 /U.6b _L98-27 156.97 2 E. L- 19.46 i 19.46 121.26 121': i29.81 27 37 X 84 14.39 14.39 676.28676.28 450.85 676.284J7. CY46 450.8191.61 394.49 191.61 417.04 '191 1 32 1 53 1/8 X 26 191.61 417 04 347.251231.50 347.25 8 4.1 4 2tl.-90 i! 347.25 201,51 198.38 r'2t4.14 33 53 1/8 X 38 3/&,98.38 i 149.02 98.38 7231.a1 231.01231.01 Y154.00 165.45 83.o9 154- 0 0 34 3 1/8 X 50 5/8 56.23 56.23 65.45 1; 76.04 133.48 200.231200.23133.48 192.22i -56.7 3 -j 81.4453.17 156.73 - - - - - - ----------------- 345 53 1/8 X 56 114` 39.32 ;39.32 '53.17 i 131.60 111508 1172.63 1172.63 139.78 .39.78 1148-91 u5.08 36.40 36.4035531/8 X 63 26.92 126.92 84.77 184.77 197.21 1118.41 1145.82i35.9223.45 23.45 125.62 125.62 !35.92 71.78 1120.8t51.39 171.7836531/8 X 72 17.34 17.34 121.77 '21.77 151.39 14.21 14.21 i15.53 i 15.53 i 37 53 1/8 X 84 10.51 0.51 ATIONAI, INC SERIES 1000 & 1500 FLANGE VERTICAL INTERN FLORIDA EXTRUDERS SANFORD, FLORIDA MULLION DESIGN PRESSURE CAPACITIES r- LH U- R N F R, IUul j SHEET2OF2VFRTr-A' vUi NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON DRAWN BY: B APPROVED 13Y: 2 FASTENERSREQUIREDATEACHENDMB) DESIGN PRESSURES GIVEN ARE FOR 1.5 X ALF- p DWG.: r-ro 4 r-'VIin') JDATE:01 SHEATH190- By OTHERS SHIM AS RF-'Q'D SEE NOTES) CAULK BETWEEN DOOR FLANGE SHEATHING Are , -, . .11" M RTI 7 1"ACY 171 ;T- J SLIDING GLASS DOOR FRAME SILL la rl INSTALLATION ANCHOR 8 SCREW TWO BY WOOD BY OTHERS 1/4' MAX. SHIM SPACE: 1-1/8' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD MUM EMBEDMENT 4 1-1/4' MIN, 6 a t> 4 1' LIBERALLY APPLY J CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' DLA. TAPCON SECTION A -A DOOR VIDTH SLIDING GLASS DOOR FRAME JAMB TEMPERED GLASS T YP.) SECTION B-B- 4' MAX. SHIM SPACE TWO BY WOOD 0-11-1/8 MIN, BY OTHERS EMBEDMENT /_ SLIDING GLASS I HOOK STRIP SHIM AS RFQ'D- SEE NOTES) INSTALLATION ANCHOR 8 SCREW CAULK BETWEEN DOOR FLANGE SHEATHING SHEATHING By OTHERS TEMPERED C STUCCO (TYP,) DR SIDING BY OTHERS EXTERIlu'R E!-EVATHIN 2 PANEL DOOR SHOI,.JN SLIDING G1 INTERLOCK INSTALLATION ANCHOR H[][]K STRIP DF-TAIL 1-1/8, miu EMBEDMENT Ids: 1) DOOR MATERIAL, ALUMINUM ALLOY 6061 2) #8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH To ACHIEVE MIN. EMBEDMENT OF 1-1/3- 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 SILICGNIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS_ 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR- 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D. 7) FOR ROCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L CONFIGURATION TO FINISHED OPENING. PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN, 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM C1300 GLASS CHARTS. 9) DOOP UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 10) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SCAM SEALER- 11) SHIM AS REQ'D. AT EA_ SET OF INSTALLATION ANCHORS. MAX- ALLOWABLE SHIM STACK To BE 1/4' 12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS. 13) WHERE 'X- REPRESENTS MOVING PANEL AND 'o, REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET, 14) NOT ALL CONFIGURATIONS LISTED ABOVE ARE: SHOWN ON THIS BRAVING, HOWEVER INSTALLATION SECTIONS 'A -A'. 'B-B' L HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFIGURATIONS. 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOUR IS SHQVR THIS PRINT ALSO APPLIES TO 2= SERIES AND 500 SERIES. REV I DESCRIPTION DATE I r-n r--\ I A EXTRUDERSIIFLLjr\ JJ INT, INC. SANFORD FL. TITLE: SLIDING CLASS DOOR INSTALLATION WITH #8 SCREWS DRAWN BY: BB =APPROVED BY: TE: 12117101 ISCALE: NTS JDWG #:FLEX0027 S21 0A ll.Tlas Tim'.. 250 INTrRMATIONAL ?XVY-, SUITE 250, HEATKROw. FLORIDA, 32746, 407-805-0365 FAX 407-805-0366 8 SCREW INSTALLATION NC DR CHART I NOMINAL DOOR SIZE AND CONFIGURATION DOOR SIZE QUANTITIES up T46 O45 PSF 60 IN HEAD SILL PSF TO I 07F T 01 FSF 70 1 QUANTITIES IN EA. 0 TO 46 PSF TO 5 PSF 60 PSF JAMB 61 PSF TO 70 PSF QUANTITIES UP TO 45 PSF IN EA. HOOK STRIP 46 PSF TO 61 PSF TO 60 PSF 70 PSF To- 6 e XX OX, X0 48 X 80 8 a 8 8 9 4 4 4 4 4 4 5068 xx, ox, X0 60 x so 6 6 6 8 8 8 e 4 4 6068 xx, ox, xO 72 X 80 8 8 8 8 a 8 4 4 4 8068 xx, ox, xO 96 x so 10 10 10 8— 8 8 4 4 4 1006e XX, OX, XO 120 X 80 12 12 12 10 10 10 5 5 5. 5080 xx, Lix, xu 60 x 96 D 6 6 10 10 io 5 5 5 6080 xx, Ox, xO 72 X 56 a 8 8 10 10 10 5 5 5 8080 xx, ox, X0 96 x 96 10 io 10 10 10 10 5 5 5 10080 xx ox xO 120 X 96 12 12 12 12 12 12 6 6 6 50100 xx, ox, xO 60 x 120 6 6 6 12 12 12 6 6 7 60100 xx, COX, X0 72 X 120 8 8 8 12 12 6 7 8 Solo) xX. 0 XX 0 96 X 120 10 0----LO— 12 8 8 4 4 4 9069 OXO 109 1/8 x so 12 12 12 8 a 4 4 4 1206e OXO 145 1/8 X 60 14 14 14 8 8 2 4 4 15068 OX0 181 1/8 x 80 16: 16 12 16 2 fo-- 8 5 5 5 9080 OX0 109 1/8 x 96-12 12 lo 10 10 5 5 5 12080 0X0 145 1/8 X 96 14 14 14 io 10 10 5 5 5 15080 OXO 181 1/8 x - 96 16 12 16 16 10 10 5 7 8 90100 OXO 109 1/8 X 0 2— 12 12 12 12 12 5 7 2 120100 OXD 145 1/8 X 120 14 14' 14 12 12 12 4 4 5068 xxx 106 -5/8 X 80 12 12 12 8 2 4 4 4 12068 XXX 142 5/8 X 80 14 14 14 8 8 8 4 4 4 1506e xxx 178 5/8 X 60 1-6 16 16 8 8 8 4 5 510 9080xxx1065/8 X 96 12 12 12 10 10 10 5 5 5 12080 XXX 142 5/2 X 96 14 14 14 10 10 5 5 5- 5 15020 xxx 178 5/8 X 6 16 16 16 10 10 10 7 8 90ioo xxx 106 5/8 X X 120 12 12 12 12 12 12 7 8 120100 xxx 142 5/8 120 L4 14 14 12 12 12 6 4 loocDs Oxxo 119 5/e X 80 12 12 12 8 8 8 4 4 4 12068 Oxxo 143 5/8 X 80 14 14 14 8 8 8 4 4 4 16068 oxxo 191 5/8 X eG 18 is le 8 a 8 4 4 looso OXXO lig 5/9 x--g;7-- 12 12 12 1 10 1 T— 10 1 10 5 5 5 5 12080 OXXO 143 5/8 X 96 14 14 14 5 5 5 16080 OXXO 191 5/8 X 96 le is 18 10 10 10 7 8 100100 Oxxo 119 5/e x 120 12 12 12 12 12 12 16 17 120100oxxo1435/8 X 120 14 14 14 12 12 12 6 7 8 160100 nxxo 1131 5/8 x 1120 18 I P, 19 12 12 12 6 4 4 10068 xxxx 117- 1/4 X 12 12 12 4 4 12068 XXXX 141 1/4 X 80 14 14 14 8 8 8 4 l4 4 16068 XXXX 189 1/4 X 80 16 16 I - a 4 4 5 5 10080 xxxx 117 1/4 X 96 12 12 12 10 10 10o 5 5 5 12080 xxxx 141 1/4 X 96 14 14 14 10 10 10 5 5 5 16080 XXXX 189 1/4 X 96 16 16 16 10 10 10 5 7 8 bolo) xxxx 117 1/4 X 120 12 12 12 12 12 12 5 7 12-0100 XXXX 141 1/4 X 120 14 14 14 12 12 12 5 160100 xxxx 185 1/4 X 120 16 16 19 12 12 12 5 7 ANCHOR NOTES- 1) FOR MASONRY OPENING W/TWO BY WOOD BUCK USE: SAME ANCHOR QUANTITIES, FLORIDA EXTRUDERS INT. IN. SANFORD, 'FL. 117LE, SLIDING GLASS DOOR ITLINSTALLATION WITH #8 SCREWS I DRM BB DATE, 12/21/01 DISCIPLINE; CIVIL SCALE N.T.S. DvG- No F L E X0027 REV. LETTER ;T•--- A -710 E L/A 19 2E3 L, 7110 1LN Iellelmil :4 all o s 1 1. DO NOT SCALE THESE DRAWINO5: WRI N DIMEN51ONS AND NOTES SHALL CONTROL. CONTACT THE MELD MANAGER W1TH ANY CONFLICTS IN THE PLANS BEFORE BEOINNINO WORK, 2_ ON-51TE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE —CONTRACTORS_ EACH B—CON a ACTOR SHALL REPORT TO THE FIELD MANAGER ANY DISC FANCY OR OTHER OUESTION5 PERTAININCa TO THE DRAWINGS ANDJOR SPEC1FiCAT1ON5. 5. iT 15 THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE 2CCI FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL, CITY, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LA OULATION5 AND STRICTIVE COTENANTS GOVBRNINO THE S17E OF NORK, 4. ALL TRAr,,F-5 SHALL FURN15H ALL LABOR, EOUIPMENT, MATERIALS, AND PERFORM ALL NORK NECESSARY, INr->JCATEl:>, REASONABLY JNFBRREr,> 5, ALL 54"X22" AND 36"X24" PLANS ARE DRA4NN TO SCALE 1/4" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAM, TO 1/,5" = 1'-0"_ ALL 1'7XII PLANS ARE DRA TO THE SCALE 1/5" = 1'-0"° EXCEPT FOR THE 51DE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/I6"° = 1'-0". DE51GN PARAMETEIR5 BASIC UAND SPEED MPJ-4. (FASTEST MILE) I40 4" J-3 4_ (3 SECOND GUST) FACTOR = LO EXF05URE CATEGORY= B APPLICABLE AL FFE55LRE COEFFICIENT . 0.18 INCLUDED IN DESIGN U34ND LOAD) DESIGN WIND LOADS - WALLS = 422 , -la PSF 20 , -20 30 PSF AT OvE ) C - COVER SHEET Al - FOUNDATION PLAIN, FOUNDATION DETAILS A2 - FLOOR PLAN, INTERIOR ELEVATIONS A3 - EXTERIOR ELEVATIONS, TRUSS LAYOUT A3,1 - STRAPPING SCHEDULE A4 - ELECTRICAL/HVAC PLAIT, RISER DIAGRAMS A5 - LINTEL DIAGRAM, LINTEL LOAD TABLES S1 - STRUCTURAL DETAILS S2 - STRUCTURAL DETAILS SP - STRUCTURAL DETAILS FOR OPT. CVD. PORCH li3 I 0 O S YAPi fft OVER TREATED PBi i I{ 2 / 5 BARS M("'OLITHIC SLAB — Cmu E STOR'Y SH 2X YAl SAW 0>8 1G BARRER tiYER 2% P.T. BOTTOM OVER TREATED COMPACTED FXL PLATE W% 4 A8- 32' 32- O/C i as" 2 j 5 PARS AROh30LITHIC SLAB - FRAME J (3?!E STORY NON ONC SLAB LOAD BRG. WALL 3O&. I, a VAP€ I ER 3 1fY 1 5 REBAR CtmNT. OVER TREATED C ACTED FTL W/T' SH 3 1/2' Al OVER 6 1 j 5 REBAR CONT. 3W va VAPOkt B R I j S REPAR CONT. OVER TREATED OVER 6 MIL VAPOR PARWE.R < cowACTED FILL OVER TREATED jGRADE COMPACTED PILL THICKENED SLAB NON BEARING DEPRESSED SLAB DEPRESSEDSSED SLAB GARAGEXENTRY — C C. PATIOS X NON B£ARI SFiO1N£R Z LAP COIRIER BAR rF W/ STD. 5 BAR LFcm Off. FILLEDTCJP REBIR`SEE PLAN LINTEL BEAM REINFORCING SINGLE COURSE LINTEL CHAIR BLOCK UNDER FRAME ANCHORAGE TAPCON: BLOCK TO EXT. FRAT'kE SHEAR STRENGTH DEratL DENorEs PIPE C. CNIJECT{LAd (TYP. SPACtw) SHEAR STR€.NGTIi PAS51hK T4 PSRi ii TAPCON: 3 16' F 12" O.C.CANCHORANCHOR uGHTWEIGNT 5TEM WALLI 4ABEDIAETTT6LLOCKDETAtiTESPkPcE/ 7 646 `.!-EEVE SE{kLi Z3E DETA E Ef?; EXP. 80LT: i/2' 9 Aa. O:c, Gp 2 SIZES LAFrER T 5L 1075DSOLIDPIPEPA55iN6ARO7F- ND PIPE 2 J— BOLT: 1/2' @1 48' O.C. X TEST REPORT / 154-28/ 5LEEYF PROFESSIONAL "Cf ff=STWSlNCSEE MFG. SPECS. FOR BIT SIZES & TECHNICAL W AnOA! *' Y e ! _ 1IEXPANSION BOLTS; 3EE FO Z)ATIGN PLAN- i RAMSFORRE51AR `G&lANT -r y f 5 REFi. iR PO03 + L TE FOOTER PRODUCT LOCATIONA- OW ALL uN 25' SPLICE OVERLAP (SEE ATi d PLAN DEPTH 11. NCE PULLOUT TYPICAL 9 y7 7+ DETAIL Sy 3ZE) R..- AYei- BLYTGROUTED 22,5- 1/2751 L5S. 1765 LEIS -MASONRY I t r tCPiL FOOTING IiYi7 1JL 7AIL RASH.-SOi..T COKRETE 3" i 2' 2.5" 183E LB& 2537 LBS. N90NOLITRIIG FOUNDATION DETAILS i iAXt i 1 F\CINC C3F FILLED CELLS tNNSFdAtTFD CELLS THAT CAN RESIST A KM M.P.H. LOAD DESIEN WALL FFJE59JRE T = 27 P5F AN iCLLfW9 TS IS 25 PSJ. - AL-1. 5'31 TA8LE IOJ W PARTIALLY WALL = 95.43' STF9L S A-CJJ M = M-2 / a. 5 = ML•-)02/ SXT = 95AEI , I = 0,4 FT. t6E S'-D' HERIZ, SPACIN5 - 9'-4' CEPJNE. KAX. 4F5 = !3J ISE 61-01 H13faz. SPAC ID'-0' To 12'81 EEDLPIEB MAX. LEE 6`-C' 7- 5PAC - 12-8' TO IB' M-,X. 4 AIM LRfTEL ta/ N l CONT. P 9`-4' W.T. (-/- 51 F. s Im- mmm D ES' X42' X4 .PALL 1 I ti q I \\ I \\ I \\\ 7E' X 42' X T#Y, CJNF, PAD- EvE SHALL BE 4ZE5 LARGER THIdNPA55WV, T# ROLIG,- 4 F t 1 6 1 1 i q 1 i v v A"it(33+i SLAB T E: i 3 1/2' COW- 5LA5 x i 31 OVER & MIL V OR 5AF4FUEJR. ON i CLEAN, AGTEA TEFZMlll=- RE-5*TANT TREATEDFILL OR i aPr 'RFOFWT 2' 5Y5TEM ( TYP) i IAV I \\ i i \\ I \1 I \\ I 1\ 9 \\ I 1\ 1 I L4 CBnSE TO VPND96ER NJ 1 u 9 \\ I 1\ 1 11 I vv I \\ I \\ 1 \\ q I{ a3'-315""' I I! z -- \\ e\ I I ice— L iVARIES I C APA E Q 1 I 3 _ FOVNVATIONFLAN1/ 4°=Y- D' i2 TE: E LINTEL tad E END DETAIL SHEET S2 ELEVATION 'A' DAY 2Pl'-0 3/ 4° m I I I I 1 m, I E LINTEL13 E { END DETAIL SHEET S2 I ELEVATIONS 'A' 8 'ff I I o iI___ X L--_- _ __J w V-4' Y-4 1/5' 13'-4 ins° Y-4 UB' i EiARAGE y s z r—----- i o 1 1 ARn I Nrs PS" i 4° ' o1 20'-03/ 4' mi s••+=Y a I ® ® iL I F f L _ Tti FIARTIAL FND. PL ' S V-4' ml Q- KITC.WEN KITGPEN G 5CALE- W'-F-gr 5ATW E 5C-W-E- W-r-0' k NT RIOR ELEVATIONS Eb PT, FI REPLA M15<—'. OPTICN5 V4-.9'-O' NtT ElIOUNOAT FOR 3 ALLFP-aC KALL5 TO BE 3 U2' OTE L*&-ESo5 OT WF QSE M V. AREA GALGULA IONS 15T FLR LIVIN6: 1 2D SF F& RRICAME AFZA&E; 426 SF ENGINEERING COVERED ENTRY: 21 5F TOTAL: 2381 sp 0MCKk AC LOCAMM 2) 2SSHI (-211 -2N EERE% w1offin J` 2) 255' f. 01 -29) U6 V.,-r WAE t, MillT-bC. GREAT ROOM a' FLAT ME] F- L 42" s BEDROOM 2 KITCHENp 5 TH 0A> 2' 5 t 0 0 n 0 "4 S 5H w rl L ON o' ryFLAT W- 1 U4' x A RJA LIVING ri LT17 GA GE FOYER IN, zsass OR PLAN LE3E]:; IRM #4 T W- 0 3/4* T-0 3/4' ENTRY 21/ - 28) s'- o xr-o- f.; a, W-t1w PARTIAL FLOOR fpL J RM #4 20- 0 314' 0211 -2W 17-0 3/4* ENTRY H 2) 255H 21/- 28) 6'- 0' X T-0' 0 H- GAR OR, 231 I. A C vw T_ V W- 4- 4V- 0 Vi&' FLOOR PLAN U) z 0 3 > n LLJ j w o ry L20 LEWAMft LIJ F- z LL LJJ CO w 0 NOTE: SEE TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS -TO -TRUSS CONNECTORS ROOF TF,'U55 AXr--HRACcE: V USE (1) TYPE 'C' (OR WTEIRC:i c TM) FOR TRUSS TO FRAtF- UMLL OR BEAM COt#4C---TfON UNLESS fUAO.) 2) USE (V TYT-= "A' fTIE) FORT TO 5LOM VL61LL Clo"F-C-T$OK <UKO-) a) Lr.E EkU42" fOR f4TER?awklrlEABLE TSFOR ALL JOIST "NSER CA, 0140) 4) USE f3) Vd OR (3) 134 . 3 VAI 11A-14EL"L TO FASTEN JACK TO 4-w aWDEP- irT45) 5) SABLE TRUSSES REaARE (v TTFE 'A, OR fVTTFE 10, &TRAF, AT 40' 0,0 . ER OF TRUSS ISEE POST SIRAP ON it AND 2 d FLp- F-L F` NEUMATEECUIVALENT MAT BE SUBSTITUTED FOR DESbCdLATION5' NAL- YALM 5A6ED ON WATtONAL Dr=6PEOW-11-ATbONSAFOR TRUSVON FROM TABLE 5-8c - %4LS ART) --FKZ5 - LATERAL LOAD DE6iGN VALLES NAIL - 544FAR VALLE 0 c ) elcl iID3. lid V5, d 14S' 1 g ROOF TRUSS LA4rOUT 13' 0- 2 LOADING: FIBERGLASS SHINGLES 8-0-0 PLATE HT SCALE: NTS MEAN HEIGHT: 15'-0" WIND SPEED: 100 M-P-K TC LIVE: 20 psf 3SPACING: 24" O.C- TC DFAD 7 psf ') ;fBC LAIE: 0 psf 1DESIGNBY: CM BC DEAD 10 psf S " EDURFAC: DRAWNBY: KS8 TOTAL: 37 psf 1, 25 I MSS. LeTA- 310 '0' STRAP crams f' T 3) APOC)N5 (TTFi J— HA—F 13L!" 17 —N—QFj&lj 0 r FRONT ELEVATION '5' 5 CO DETAIL 5CZF,' ED BANDS HALF COLUMN DETAIL FOOFFIM4 5 12.-- 81- 01 TRIES 5Wa.-o- n FN16H ON CM TEXREDCONCRETE BLOCK ExT WALLS ( Typ) STO= 5fTYP-) TFF- 51- 43- E: 114' - I'-V' El RICE, HT SIDE ELEVATION 61-44- E, 1/5' . 1'-0' E: c ClPJEI-F VENT TEXILq7D li FINISH ( TTp.) r LEFT SIDE ELEVATION I I OFF FZIDISE VENT SCALE: 1/0' - t'-O' EN(31NEEFUNC3 TEXTUF FMe44 <T- rflJREAR ELEVATION SCAM 1/4' - r-O' migmilMi a, Oj- L GABLES (Typi de- j-d by.a d— bT d— ftgn 01-22-01 sheet A3-B a 5r—F tom. y. w.. . LSTA30 STRAP TIE NLR 413, 4 d W 775 2«<» HANGER -" A SBCCI 9603 118 20 2 55 A2 2260>. E77-- A TOP PLATE ANCHOR 6X 1 1499 6-10d x 1.5" 530 BC4 POST ANCHOR & CAP 44 j NER 421 3-16d 3-16d 7001--1 A980 S20 HEAVY TWIST TIE 413 HETA20 HEAVYCONCRETE STRAP rarld CONCRETE ,,;- INER 393 .32 WI Filki 3iY i -- CQA 2 f 40A 2,P a_ 2 1 1 DRYER 30A 21P )o 5 t iD6494SHER 20A VP 12 W0 1REFFiGERATOR 20A Vp 12 540 t>i -06AL 20A llP 12 540 1 1 W R 20A I/F sw aMALL APPLIANCE20A22 VP q2 3000 6 6 LIGHT t5A W 14 -f,W 1 1 G OPENER 15A UP 14 500 1 6 PADDLE FANS Nb) ETA- VP 14 500 ae-TOTAL (WATTS) 30230 Isl 10,OW WATTS AT OOW WATTS REMh R 40 — — - ----- 5016 WATTS s--- AG. 30W WATTS 3000 WATTS TOTAL TOTAL LOAD AMPS a8-13 SERAGE SIZE w 2 / 0 SER GABLE cuU ETER > 77 I RANGE 813 Wm3 W A MLp DRYER 0/3 W3 PANEL BAREd SMALL APP. R W3 C a LIGPT#t CdR 14/24 V1 TO PPL f 128 ELEGTRIGAL RISER i7lAG-/lE0 A 4 KRE 5i-RV3GE 2° YTR. 9jli! 1 vz° (v2g LAY LAY 2' VSR ug 3° 3° 2° TU5 w com- W-Y 3, LAV 11R° 3, , KS. 3 3' 2' z° 3' 3' i17.G, Wtl 3" 2" TU3 3' y1925 PL 1N6 RISER i?IAC,. D N.T.S. ELEcTREA+ LEEEN11 rntxs mR na.Tm --ry xxE vertex z.arzs q»r drn.€i CFTVVAL s -Y SMti4d q OIIC s — —T Lµ5 Ll-Es rrssa u+a3j sm.»a OE coo as. wpxrr Yw YAP' i i'AocE J won LfiEci kk T gr so ar ncr aex j fL YilXfl1F£ F.--j ELECT YAHF. 110GD LK:HrS j X— i{md9a 2x{ (1 } 3A+£4 iiUp:ESt£t#i e 9 X N BY E1DF FR a 3o TCH 240V 1 PP 5 M 6P hb2TE: &EE ATTAC--ter WVAC FOR ELECTRICAL PLAN COF4RECT PLAN- DO NOT tLSE WVAG LAYOUT TWS ET. 3n 0 N 0 TjS= CAST—CRETE SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOAD5 4' "Am .nnw rat =" -J- PRECAST-- ! ::L--,k, RgWr d .=, lottedici'M1111-111L wsfn GRAVITYSRW. T."M'"MW W AVIM per AfoTH A416 groft pt lowl. eWjUFJ LAM U" JVUl- I th 21 NA, • Not fttft,:L a. S. AdditaWl 101AMi tj MW tri the cbm ,or tTj pro, rdtv ow"'a a C"I'l Ac ikTCT)hMv 0WM1r=VtXr anu, ftjV LIM Safitell [wd trj coltu vq the vowmm r*AffitIrq t " Show at d vj Fr= 13111-11) =T -LaL a.ai I— n-- —ar 1.101, RErME VALUE BY 15% FOR SPACE 40 FIELU PEBARAnsnfanuumparJfwt. PROC.& T ST L* 81 'W" -T LaLlaw, — Mw-A6T 2L T- 6. MO.) PAW-W- NorEs ALLIED _ LINTEL _TABLES L rotor n proc-oot wital ABTM lr r ' I'. E, ASTM ANS fI- footS's411- tfwr...F, Lorcrats Pa.. ah" 011 to iwvtwb 4' Olt, t'a" .'..kobw Ah 105 w Ml a' ba—q 9. I'41tE = I" cl' all cUx% W= n =F=Mw featitnnot M;ar ItgtnFIeLM REISAA 1105 r.R 40 r-OtCRM FILL WREBAR C' R aT co r— z M Mz HZ54 IM - ss w X 8zOf* 4 0 w 4 wNMjyatAPtj 4 4 pt 4 gk x x x C i9 Fn m C: Z 11 0 70 Z M Z rr C: C: z C c 7 C pl z cK M ryl1- 1 z CA In C) LU rn w w 0 Ln U, W L M MO. I aDi i NJ Qj 70 M I M LP L 01 MODEL 1928 Cr= NTEX HOMBS Orlando Olvislon 305 Douglas Avenue LINTEL DIAGRAM Phow 407.661,2160 Suite 2000 Fax: 407-661A089 Altamonte SMIngs. FIL 32714 N 0 T E S -. I MATERIALS FOR G! I. I,- = 1500 I- 2 It P, 1 3 Ft gruA = 3MDT.; =P-311. AST"f4. Concrete Riasurl ditts lt- pEn- ro"iW, MnaTun net al -en conipre_s5ive t Retor prcrvxJ,--d :pASTMtq00p- 5. M l Ftaicl rF;==515 EYR40 cr GRE-0. etor ASE, 7=- r%:rd per ASTM A41B ore racle 1. =;W' W9Tr_2Tt0.- M or a GENERAL NOTES 1. Ftrmbe 1`0 IiIcrtui- hand and ted _pvt5. 2, Shore filled Intels M3. tnstaffut nt fl,dnthearrMaturul0,dggt 4, Lntels 1: 4-e Mctufa-tLI-ed with 5-1/2" " mtdnes at the encls to accamsxxiate vertzol cell renfoFcww3 urd gTxMrq, All 1intL-15 rneet ore L/3E-B verbrol dLeftactvcn, F>T-Ept WE15 47-4- End kligEt- V41th 0 r"nMl te!art of 8' rfEzat or exceed UlaO. Bottom fff-id udded rEbEr to be k3cated at the tottom of tl-e Irtel cuvttj. 11 32- dCOIEtEr Viff-a stmV5 are wakJad to the bJtt0M Steel for mechC;n1L.0I UrrJX7a9E- 8. C -p-plar - - n heu o a ci t tomi:j be pr lecl n rmpate Wte1 Of corr-rata masonrl oasts. 9, r 18E-g'-VWed on totKrul da5xy: aric1hp-9 PE r SAFE LEIAIJTABLE NOTES I. All volue-S based On MMvuM 4' becung Exception, Safe Xiocis for Lnfilled Intels ffust be red try20% if bacury Inn 5 less than E,1/2". Safe looi:15 for all recessed Intul5 bDs,--d nomricil bEG11-0-9. 2, MR. - Nut Rated. 3. Safe iocd5 are total %peFfrpo5ed of Ia bod an the se Ftun _-fiaclfiEd. 4, SuFe loads bcredon qrcx: 1e 40 or g-ocle Ede field vetx7. 5- Adclittorul IDterol bad copor-Al LM tic, Obtagied try dia bee- igriartry pru,grjgq cddCp-vj ranforced microrrj otx3vE th-- prer_u5t Intel. E, One #-I rabor muri be 5strbAed for tv4o #5 rebEr5 n Elm Wtal. curly.. I. The dESCIlOr MCrI E"UWUtE MnLer# rOtad FrOM the 5DFe taud tud:AaS cufruiotnq the fTuxmun ves,stslq McMent cw1d StA!0L of d-cwtul from the fieOf 5uPP13rt, 8, For ro"qcr, 4ta Intel Ls not use Sofa lcx3dfrun nextk3vg--r heKpt. 9. All safe bods In Ln't5rpou-, 05 per hrecr foot. r- AM CAST-CRETE SAFE LOAD TABLtj AVITY, UPLIFT & LATERAL LOADS MR.MM 4'- 4' 57') PRE -AST w10iezi 4W 647Q 54') PREIAST E, 449 2-U4 MOO 44ffl 53-L, Th2r 4 2 41e2B4a2 n4l ie B32 tas3 M2 bra spa 1 PRBLAST T' ITi Ing 6M 2Ce 3M f,472 baE. 5450 T5n24S72 1 6411 41.-) PRECAST 2q-7s 25- 35 Ma U 2R50 4100 B-GO PHIa I T-S* (ID') PRELAST 2252 74-51 9 -8" PIE,) PR EAST 3-g 420 534 a15 8" PRECAST W/ 2" RECESS DOOR U- LINTELS RE=E VALUE BY 15% FOR BRADE 40 FIELD REBAR PRESTRESSED U-LINTELS REFILF-E VALUE BY 2596 FOR GRADE 40 FIELD P-EBAR I ALLIED LINTEL-TABLE-Q-) 11 NOTES- MATERIALS 4 INSTALLATION jntz:!I C-h; 7E0 pE21- ASTM A615 ALL SAFELOAD TABLE_ FQR CONCRETE "U" LINTELS 2. raun V, ed L32M SR40 perA5TMASISGRAVITYA" 3, p-ect Intals Xg- —8'X8' 8"X 12" 8"XI6" 8"X20" 8 X24' X28- 8'X32" 4. It ft3r fWtid cOr Eta LINTEL NO. LENGTH NFILLED FILLED FILLED FILLED FILLED RILED FILLED FRIED 5 per ASTM C-90 nix-t1ger ASTM E270 tp-- M S A- 1 2110, E-549 E,25-1 I0125 12MO 12= J= 12000 12= S COIL AOM bf R h--rd 0. N amTcn, P E, A-2 3838- —3B58 —52al-8952 11440 0 12000 12OLONO 120M Errjre!ernq li__ T 5hrreE91 coq=r_ fte Inte-15 4'0f. A -El 41. 2081 t914 33YI 4616 SIBS 1269 8E,01 9924 8, u4i ccppusite tEKX,,S cciiEuhAad KrIn 195 UfT 4 S D jj28 j080 )5jo 2483 3=FT. 7913 4631 5350 9r kZL rb ad on nomral 8- bEcroq A_ S B q02 1844 32q4 1056 4190 5522 10, H n poffxjs po- iFUCA A-E3 9114, S% &M IH2 1534 t994 243E, 2902 334S 11. lusted use k-7- 111 0=1 useA-- I MV 489 483 84111-0 1522 L85-1 22n 2556 FiELO REBAR W4' 502 E112 1125 1530 2002 2455 2931 33B9 45 FAR 40 A-9 F2'-8' 421 488 900 l224 W.04 1958 23B02121 Lu A-10 13'4' 3113 419 114 1053 IBSI ER2 2024 2341 A-11 14'0' 3,12 3a3ERO 938 123E 1510 1808 2044 Y_ C.Mlj. A 14B' 334 S j_2— 3D8S18H08 2_ 1524 19 13-30— 1211-4- 212 265 436 E- H808 988 1U38 F-0tFIRETE FILL A-1419'4' 250 395 496850 1138 1408 Ifi98 F980 kn 20U. 275 365 413 184 1052 1300LSlt7 1831] FIELREBAR Ft FIELD 5 GR 40 I ALLIED UPLIFT ANO LATERALSAFELOADS FOR 8" CONCRETE U" LINTELS 12- 8"XI6" _jX20- X24- 8-X28- 8-Y,32- LATERAL LOAD LINTEL NO. LENGTH KFILLED FILLED FRIO FILLEDFRIED FILLED FILLED FILLED - 8X8 FILED A I a[I'tB jjq4 3150 V0000 f0000 H3000 IC= 0000 AF4 1895 18-E5445 10DOU ioCno to= Io= 0000 2592 4n' 10R8 1051 42-74 5900 82M 9440 JOE= 10100 14#5 A-410' 5-6 SFJ3 2380 EEq M 3 E' 'S lR48 71-1 1421 1918 2552 E5,14 3E S_l 4EOO bul 9'4' 228 L 252 934 129E I6B5 2D59 2542 294-1 47J A 93S, t85 209 10.9 1341 I6B2 2025 234- 1 3- 11'4- 303 3za .52 11 Wu l452 1151 20ZB 454 241 282 &S MO 991 1232 I4,E,4 IE95 A-10 I3'4. 25E g3 50 _03892 109 1303 1509 320 A-11 14'0' 225 324 413 S52 824 028 119S 1385 2882ta 442 E09 _69 955 ROB 1280 2E,2 A- 13 2_- 14 483 i i I ,1 T_. Ds - 11, Zi; f9W 184 1 214 420 51:5 19. 1 295 405 S30 185 I d-kp dby,vl brch-k.d by, — d. at. WO.1,22-. 01 h..t MA a C-3ENPRAL NOTES GENERAL - L LIVE LOAD-- RooR,. 20pr FLOOR- 40pf SiAfR,- 4q-f 2, 04D SPEED 13w g U 3. ALL WDIRK TO 5E IN E UNTH THE FIBL:. 2004 C"AP'TER V- 4. ONLY aN;zTTTENCI-"6 APPROVED 5T THE SHALL 5E PERMITTED. GONCRETE , L ALL M"RK TO BE IN STRICT ACCORDANCE UTP THE ACI 36 2- MIX DE515IN CRJTERJk ALL TYPE I PORTLAND CEMENT, (ASTM C W) CA X 554VE STk - 23 DAYS 6HALL 0 1 FOR FOOTRpgoo PN = IX-50.1m, 5Y WF- VHT FOLLOWS, APE ID NQ14-AR AIR C,r, 1 55tVE 011TR4fNED ENTRA04ED STREW.TR Cp.0 CONCRETE co?kGRETr 7500 0, 61 054 3000 0. 55 0.46 INL-LAEk ON GfZADE 5^ OTi-Ep, 1. WATER - FOTAeLE CWLCfZIDE - 3. , iONE PFDVUDE NORTV41- WEr-HT AGGREaATES IN COtIPLIAW-E UIP T44E REQ11REMENTS OFA5Tm C 33. 4. Flf5ERI- TEE44 FOR 54,-AFI TO M AT A RA1100F 75 L-f35lYARO- FOUNE)ATION-';, , I FoLlyrft, DS-SIGN BASEDON ALL501L 5EOr 2000 PaF. 2. F FOOTWS ELEVATION OCCURS IN DiSTIWZEDNST AeLE OR tW--UlTAE%LE THE ER SHALLBE NOTIFIED AND NECESS4.RY ADArTt-EM5 BE MADEPER H15 R*TFllCTtOIl6. 3- TID4 05 THE 51. 93-GRADE TO FOLLOW ASCUTLINEDIN THE GEOTECK14CAL REPORT. 4, STEPS N WALL F0079rrl SHALL NOT EXCEED A SLOPE OF (1) VERTICAL TO (2 ) HORIZONTAL FX85T-RlG STRUCTURES TO AVOID THE F`I5K OF DAMAGE TO THE STFV STVRE- MASONRY- 1. DESIGN, MATERIAL AND ANSIRP 54ALL 5E N ACCORDANICE WITH THE ACI 5TANDARD BUILDII,IG CODE REOUIREMENIS FOR COW-FiFTE MASONFrr STFJlC-TURES ACt 530/AC-I 5301 Z CELLS INDICATEDTO 5E FILLED SHALL SE GROUTED WITH 3000 1-] CONCRETE. (W To W' SLLtIP) 3- PROVIDE 251 LAP FOR STEEL ® ALL LOCATIONS, 4, ALL CELLS ADJACENT To FRS, END OF SHEAR WALLS AND LNE>ER GCtk-,-NTP-4TEC LOADS SHALL CONTAN VEFZTic-AL RERFORSW, AND SHALL 5E FILLED WITH CONCRETE. 5- CONCRETE BLOCKS -SHALL COt F1'l TO ASTM C-W (29 DAY 5TJREWl.TP 2000 psi) ff'-500 p.0, LAID 04 INI, EOND. r, MORTAR SHALL SE TYPE N. 1. ALL RE-5AR-5 SHALL 5F GRADE 40 Lt&F55 UNO- WOOD , L ALL W<:,p FF- AMW, AND PRE -Et %sNEEREVWOOD TS SHALL BEDES DETAILED, AND FAISIRICATED IN ACCOfRDANCE WITH THE PISOCEDURES AND FSCU5 Oil"Llt'IED R4 TPE LATEST rIDIITRON OF THE NATIONAL DESIGN SPFCIFk--ATIONS FOR d4:OD CONSTRAICTIOTL 2. THE WOOD TFZr-SES SHALL SE SIZED AND DETAILED TO FIT THE DU-TENStCN5 AND LOADS RtDtCATED. ALL DESKR4 SPALL SE IN ACCORDANCE UTH ALLaVA51-E VALtIE5 AND SECTION PROPERTIES A5p D 5Y THE DUILOW, CODE- DE& r-R4 CALCULATIONS SIC-INED AND SEALED 5Y ALICENSED PROFES5EW INEEF! ARE TO IRE 5L0MtTTED TO THE EWINEER FOR AL- 3- PE ERq>"Rrl PE &CtILAF TO THE SPAN Or THE TRUSSES SHALL BE PFZOVIDfD AS RE FAD -E TR;L - IREF --MJRER %4 PROVIDE STATEMM THAT By T 5 MAN JPA-TL - TR.65 MANkFAfBOTTOMCHORDOFROOFTFL65FSARE5RACE-P Ct4ZN-, UFLIFT CONDffICK 4, FOR 6TIRLICITUIZAL LLrBEK PROVIDE THE FOLLOURIr, GRADE AND SPECIES SOUTH PINE SURFACES CRY USED AT lat MAX, tl G. GRADE NO2 OF -14-fRiCE PINE FIR 51711TH GRADE M02 E, RRgADE GALVANIZED METAL PANsERS AND FRANW, OF THE SIZE AND TYPE RECO"'IENDED By THE MAMLIFACTLIFER FOR EACHUSE 11,4CLUDR, Y RECOt-IMENCED RAILS (PLI(SMES CONNECTORS ORECUVALENT) 6- ALL BOLTS USED FOR UK> OD CoK6TFlr-TIoN SHALL 5E A OF L/2' DIAMETER Abv6' N LENGTH (A5TM A-301) UT14 MtI'L 1 112' DIAM- WAS"EFZ UN-O. I- PROVIDE FRAM- MEN13ERZ5 OF SIZES AND OF SPACW-. 5 51O OR IF NOT SHOWN, COMPLY WITH LIMITING. STUD WEYS4TS CHART. 00 NOT SPLICE &TRIX-TURAL r' It!ll5E-RS BETUIEEN StIPPORTS- a ftr- AS 70 COMPLYUKT44 THE ED NAIL WS SCHEDULE FROM THE STANDARD 5UILD9,r, CODE, LATEST EZXTION. S, ROOF --4- ZAT14JNr.- wv.° ORB OR 1/7, CDX SEE DiRAaM,*S FOR NAILING PATTERNS - VERIFICATION OF FIELD CONDITIONS - I CONTRACTOR SHALL ALL FIELD 00NDfTfC" S AND DRELATIVE TO SAME UPIERE TReIRF ARE OCNRLICTS SETUEEN 4CnIAL FIELD CONDMCNS AND DATA PRESENTED fN THE SUCH coNDITION5 SHALL BE CALLED TO THE ARCI-ITTECTS ATTtNTtC;N AND NECESSARY ADJlrTMENT$ MADE PER HIS MIFlICTION5 2. FOR AM>40R BOLTS USE Rr-, I-ES OR EWVALENT ( A-36 OR A-301 STEEL) S. 2X45LOCKW, ON ALL SIDES OF THE RIDGE VENTS URTA Ed RAILS AT 4' ON CENTER- 2 . 2X10 5EAM U-ILESS FLOG: OTHERWISE NOTED ON FLOOR FLAN a- ANCHOR BOLT LINTEL aEXI WA -5 BAR ULALL W-1 B-EA-M AAW-l— ER PER PLAN e- e- R R-PSrlftt- 54,1 OYER IS N9a T, FELT OVRRvw OAr, Fl. FELTVim' R-m frAA.- OR w ODX 065 <)RovrCDX WOOD TKMSES STIR.-PPED wocp TRuS6E5 AS 5TRAPPEO 51,K lFa- 156 LAYOUT AS awom OR TFleeLAYOUT DOPJOVERD CPR FAbclA V2. Do PT OVER D< B CDR Vr DRYWALL ORcOm- ALAIM. OVER 2X6 SUEFASC3A OVER Zr% , 5113FA5CAA DOABLE 2XaffCONT- ALU?-t UP CONT, AL&K TO. PLATE OV VISITED &DIm DRYWALL VENTED5OFFTTER0QYDRYWALLOYER R-r N5,1LATION OVER Dca? LKTEL BLOCr D13L. 7" O'ER R-a 11, 6111- w -5 BAR FOR 1- 61 MAX OFENW., WINDOW UNITfla-CAST WITH (I) - 5 uv4clau UNIT VOL FOR Z>W IlEADER U)ItOl U&4r-14 & FT OR6PFATER 51-51 MAX D 3-Vr CONG, SLAB a All nWLAI 0 3-V2,5L X& 3-w- C19r- ELAD UIMBER-Esw ME4557LLWF15FIES44OVERS' FELT OVER 1/%(,' UFIDERI' lESH OVER 6 m OVER 6 KL 065 OR U2. CDX OVER 6 MIL 4 VAPOR 5AMR5ER MA--,2,*irr FINISH OVER VAPOR IS4FRIER —2x WOOD STUDS VAPOR BARRIER OVER TREATED CM 5LOCK U DO5 OVER TREATED OVER TREATED Cm COMPACTED FILL cI-lU - LOCA S CO-IPACTED FP..L 23C P.T. BTKPLATECOMPACTED FILL ON FOLNDATtON PLAN UN 1/2- X8' A,5.32'0fr IIACI 2 -5 5AR5 EIAR5 2 -5 5ARSVAbV WALL SECTION @ WINDOW CMU WALL SECTI!ON CMU E STORY WALL SECTION FRAME WA C I CM WALL M WALL SECTION ONE STORY -MINI WB ONE STORY -MONOLITHICWNESSTEORTY COLJTUHIONE40CRTY-MONOLITHIC Uk-lOD TFII35 STRAPPED AS SHOWN ON TR3155 LAYOUT k7,)<T4 17? A TOP PLATE E T 0 1/ 2, X a, Em5/ EKWF% IMOWG & S APPING Y EEWALL OVER CMO- NOTE: FA BLCCKEDVIS CALLED FOR04POORPLANPRZolVIVE 2.4 ® ALL PLPANEL EDGES I RAILS - 4' Or, FOR BLOO'MD DtAPAR-401 ZOI`E Ed RA" AT 4' Or- OR AT 0,::'0" EQ14LIVALENTf QUALIVALENTF14AEKATIC AT SiIPPORTED NAIL AT ZUFf'ORTED EDGES moclo* AND 1:71 or- FIELD 00 v OC: FELD FOR 5 OF ROOF OTHER AREASOF ROOF FOR --+4ACW AEREA4VI, F""4" 4'- 0- SH ATHING NAILING RSN PATERN DETAIL4'-0' 065 I cDx 5pl,v-*", ws EXTERIOR WALL SHEATHING NAILING PATTERN DETAIL N asFRAMING; 24' O/G) 507cm CP iEFd 1EADIR 2) 2xW vy 1,71 CDX FLITCH 3- E• FELT OVER lr&' OAJ5. OR I/r CDX WOOD IFW56EI STP- APPED AS SROUN ON TKISS LAYOUT IX2 pl. OVER " CZIR OVER 2X6 6UBFAeClA UY 024T. ALLft VENTED SOFFIT LtNTEL E5LO—'< W - 5, BAR TIASONRY F"5H OVER CM BLOCK Wl, DOMELS 5koW4 LOCATION5 ON FOUNDATION FLm ROOF FFWW4G MeERS (SEE CZI OR CHART SO4EDt2LE FOR TR- 65 STRAFE) 1/ 6' 055 OR CDX FLIVOOD EXTEFUOR SIEAHALED W 10d GALY. - 4'Dr- EDGVI AND V Or- FIELD 2x4 P.T. WALL STUD W/ (3) V!'DIA AICI IOR BOLTS TO MOCK V? DIA . S' DOLTS E13ED &'Mft WO Fo- NDATION V 7-,aNVV WA-AAER5, LOCATED UITI N 6- OF EACH EW AND3r OL, MAX r . 5TPAdEERY vw '-- N4 PT, 597TOM PLATE TIER STUD tt ALA fBOTTGtI OF WALL 4 LEADER 5TUDS TYPICAL FF-AMING ANDCONNECTIONSFOROF-ENINC:;5 RLOGKIN!"x # QUI p= PROVIDE 2X4 BLOCKIW- IN TPE FIRST THREE FRAMING 5FAC-E5, 4T 45" O C, RENAINDEF, TO 5E 5L(:>r- KFzr) AT S6' O.C. OF RAT FLN, FASTEN . FA5TEN FLOOR 544EATHIW- TO FFRAMIW, W1 UJITP 8d GO"IONC, OR ad NOT DIPPED GALVANIZED NAILS AT THE I`:OLLOWR4G 5FAGJW,; 1) ir," ON CENTER AT ALL PANEL EDGE FFRAMW 2)12' ON CENTER AT ALL NTEFI--Er-4ATE FFAMf BLOCKING a 48' CIG MAX IN FIRST TWFZEE FRANIWS SPADES 4 IYO" O.G. THE FEF0fZF- FLOOR 5RACINGi AT ENFDWALL& PT, Z.* v V? VAlt 5xm,6 CIS, (rfpj4- r—. I R 1- 1 11 PTT4-4---F- T-T FIT TXA FILLEIR opmaED v OdWILS RT 2)6 V/ VI' DWt,P BOLTS - 4WMAX W/ 61 M UIBED fTYPJ -, QM ESE r PL , AP Y UA-IEN C>Dvj/ DOOR MAN.FACTUREIRS FA5TEKW ETI- IOD t5 NOTPT b4 FOR U NAIL tLV Joe CIA OR HEAVER f'OWER NAILS V Oin- AND 3' MAX FROM EIM TYP- W I' I-W EM0EDMENTINTOBLOCK2.) ALSO ADD 31t6' DIA SELF TAF'PR-r- Cow- ANCHORS THOU HmlvCWv DOOR FP-4t'E E1,GPT (S) INCHES FFICM ENDS MAX AND FORTY (40);NCPES MAX. ONCENTER VYr MK Ekl5EOMENT INTO BLOCK. ATTACH IIIINDCU TO EIUCJ4 "y W , SCREar AND MAX a, O/C MAX 8' O/C AND MAX V O/C FROMENDS. PT 2X eUCKS FOR URV -- AW--P-QOR6 1) INSTALL 3/JS' Di SELF TAFFIN6. DOW- A14CHORS Ekl;4T (a) FROMENDS AND 24' ON CENTERMC/ tLT/ I- M EI15ED. INTO 5LOCK FASTEN IRToPTBUCKSUT14 'M2; SCREWS Z, oc MAX- Am MAX w Ea; DS W1 t, M EM43ED. INTOSUCKTYPICAL5LOCK -ENIW —Of —;tDETAIL aCR FT StMRASTERM *0 35 FSF FATW_ mi 2x4 LEDGER TO MATC44 50TTOtl - SLOPE OF SC455ORTFals6 ATTAGx4 10 aE55 UATW CLtrITERS OF f2 ) 10,1 SAU-5 BRA E ATTWXALS 4 4' O.G. TTPr-AL TRZ5 UE5 514YYLE "L" BRACE DETAIL in EATPM 4 SPRXECIR BETTER ATERAL BRACES - 4'-0' kC_ATTAC44( 7)W,&TS old HALS - 4* 0,c. DoLeLE LWTFL - GABLE DID W1 (1) -, N EAC44 CCI 5 VERT. BAR SEE FLM FOR LOCATION) TYPICAL GABLE ATTAGT TO CONGRETE ENE) WALL HQIF- TV95 "TALLATlON 15 N AIDDMON TO BR4C44, RECU5 CV R 241 O.O. 2X4 C, 34TlNIJk%JI5 01C EA. SIDE (TTP_) 111r., 055 — _ j OR la, 71 C Dx C(HMT, 7X4 A -EA FIZOVIDE 7x4 BLOCKING, TO EACH TFzJS5 MEMBER MV4FGABLEfz, d NAILSEA, C, ONT2X4 NAIL to 0S5 mr MEMBER ILROOFTRIJ55- SOLTIDROOF TFIISS 055 OR V2, CDX @) FRA"ING t _14 R ORCHIMNEY 2. 4LFVGER TO MAT04 BOTTC" 2.4 BLOGKW, - 4&'CZ, C"ORD SLOFF OF SRTFIrAA"ACW TO UEBS U" P CLUStDF-' 'L'ERACE OF fV IPd NAILS ATTAC44FD V 10d NWLS 4',DC TYPICAL GABLE TRJSS WEE, DOUBLE 'M_` BRACE DETAIL GAME TRUSS - 5,12U'M A35 OC.— BETTER GR Lgr o LATERAL BRACES TRAPTPE Or- ATTAC44 M V.,ITOEHAIL5e4a' Oj_) 10d MAIL5 4. Or- 5 7,A DRT91ALL NAU- ER TYPICAL GABLE ATT ENT To UJC,(:>D FFZAIIIE) WALL LQM- n4fS HSTALLAMN IS IN ADDMON TO DRAC44G, FZCAA-,U S OF TFaJS5 M4Nd--ACnVW_R UILFT 0 OF MT546 M Wd RAL5 M ® OF 3W Mal TH1% 5TF.4P5 TO REAM TAPCa6 TO CMMARFACTLMR ts(EA04 STPAP) EACH 61RAP) 4 232-1460 2 T_4 IF AN 'A' STRAP IS MSFl_ 4CED OR AFTER T4 M FOLIR1&Y- OF TlE LNTFL BEAM PRE-EW,04FEFEr) AT Top OF CM A WOODTFar.5 5a'reON MT&bi. CA14 BE SUBSTITUTED T'P FOR EAC44 M15SED 'A' STRAP ITYPMON-) FROVVE 20 G& GALV. PLEASE SEEAC44 t-MS% STRAP fKAS- FOR TRO55 FCLLOWM T;-E ATTAVAED TABLE AND SITXACf,6 TO T}EtJPLFT54-MNM M TO ON L THE TR1155 IlAKFACTUfZER_ #45TALL ALL TAPCON5 WFT441-1/2- .---- tv-WN PETS* ATTAC14 TAPC,NSEVERY OTWER MOLE R StEATVHNS OVER TF161 SEE MALNG ME5) 0 v W Y- i NAILS L' BRACE TO EXTEND AT LEAST 90% OF CED LENGTH (SEE TAfN-E) 2.4 PAMEL BLOCKY FOR T E ( 4 R OF FROM BA IDV Tf ZC' ATTAC FM UV (2) f" Gyf-f.A171 BOARD/ A ' FGTIQN 21l8 PT. LEi%c T# e MSED FKlET> CELLS CAN BE REPAIRED BY FFO>(y GROUTM, (1) 5 RE5, 4fl (SEE EPDXY psZOPERTItS AND 5PECFlC-AVVSLIOln LPL OR B2UfVALENT ') INTO BOND BEAM AI, V HTO TWE RDOTW, FOR ALL FILLED CELLS SWOUN ON PLANS BUT NOT FILLED IN TIE FIELD FleovIDE r,- MK AND 3/4*7 POLE 04TO 7110TI4 T714E:5OID BEAM AND TimT PDOT#-* BOND BEAM BEAM W/ fl) 5CIDNT, FIZCVVE 25' SFLbcE5 < Ty- p,) FILLED WALL- a- CM 1)' E, vF=RTtCl4l- OF F1019TERBEAMWWMI't - 1,11 r—TOP NOTF- Epoxy- GfcnzS"OuLpBE INSTALLED IN STfzICT Ac,:,ANIM UTW TI4E MAWFACTUREWE FM-ccXl' WNDATIONS_ VEA_ SIDE (TYP-) T, - 241 or_, WAL CHMEY DETAIL CONNECTION KTs. 146. a5a OR t7l CpX 2.401 ' 4" BRACE IC: - AV O W1 (4) W,,IWAILS . EA. ENDrjFS7TWO BATS GABLE TRU155 10,f KAILS - 4' O.C. CCUBLE LINTEL - GABLE E-V W fl) 5IN EACH COQ;5E 1/7* x a, LEDGE AkKn 37, opc 1) -, PERT. EAR SEE FOLNDATION PI - AN FOR EXACT LOCATiCbl) 24" AT 45' O.O. PROVIDE ( I) 5 AT 48 O-C, VERT- AND ( V 5 BELOW EA_ POST LOCAVOM FILL ALL CELLS U9714 2500 F54 Cz7NC_ ALTERKATE WOCKS N FNP, BRACE EXTERIOR 54DE OF WALL DIJMRwa COMPACTION OF TW6 AREA -, - 4a'Oja ------- ti rLooll 1 14MCM41 7/W" 055 A(2)1 2-7X4 TOP r OR V2' CCX_ 2-2X4 TOP PLATEZX46TtV5 V, I 0/ c 2X45R,4CE ZX4 f, T BOT. PLATE J_ 5OLT5AS541- UN STRAP EA- 5TU::, W- 5- C4- tp TOTOP 4 BOT, PLATE CrIvi WALL 1/1110 O_R z WALL SECTION Q FRONT ELEVATIONv SIDEELEV4TION V BRACM FE<AMIEMENTS 5FACM NO fl) 2. 4 W 2X4 (2)2116 L' 5FACE -L'5RACE 77, 5F.41-- 24' Vl - - Vll'l W-1-V--_ blpF, -L- BRACE M*T FXTFV AT LEAST S0% OF: UEE, LBYsE(f GABLE TFIZ5 ILI BRACE W fod AT 4" O.C. SEE E FOR SIZE AlD LOCATION) ENGINEERING 774-64T7 4o7) 774- 9'.6.3 NNE - A oft 67613 AT 1L32716T J, MDER Pa f7a19 1=%T SIZE v 5 CZ) NT 2) StIF$ON T622 ( 24301_b. max Lq'LFFT) or 2) s RMI12 (2S30Lb_ max LPLFT) or FF-OVICE OPEN 2) SEMCO Ar>5-2 (34-12Lb. max UFLFT). AT 4Or- LEAD Z. 6' FOR UEEF5 sLOPW. SE 2.4POSTEAWAYDM93LETA , Ft - AN FOR allANTITY AININGCLp_ COY. C4;WAS ALL REBAR 4004 RETW AT PATIO R NcnF-. BRACE SMCFWALLDF-Ci"MYMRM COMPACT4014 roR rAno SLAB_ MAYE 5RA,:;Fr, N PLACE FORl r>AYSAFTM PATIO SLAB IS POMEID PLATE V"I'L 4 DETAIL for f2)SG 5U36TITUTION ro, (m 'D CwFzsR COWECTIct4 i/F- r-0- z E 7L ol w A 11 AILIV.- i fCdN Of? C-ITHL-A G, 'H: lC--,)-_^_,S,