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158 Bristol Forest Trl - BR04-000198 - SFR
PERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER Centex Homes 385 Douglas Ave., Ste 2000 Altamonte Springs, FL 32714 407-661-2176 CGC 049689 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR 7"IF1 -d'ZU)STI ON MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE t7 SUBDIVISION cn PERMIT # V'4" % Ct DATE PERMIT DESCRIPTION +. PERMIT VALUATION SQUARE FOOTAGE e; CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 158 BRISTOL FOREST TR for which permit 04-00000198 has heretofore been issued on 10/29/03 has been completed according to plans and specifications filed in the office 'of the Building Official prior to the issuance of said building permit, to wit as ->_U S = 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 DATE APPROVAL DATE APPROVAL BUILDING: FIRE: Finaled 2-F Inspected ZONING: Inspected " UTILITIES: Water Sewer i Lines In l—ol _ Lines In / Meter 10 Sewer Set , _ Tap Reclaimed Water ENGINEERING: Street Drainage bLS y,f: Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs Z l'I l S Lights Storm Sewer Driveway Street Work FEES PAID DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 11/25/03 10.00 01-APPLCTN FEE -BUILDING 10/29/03 10.00 01-APPLCTN FEE -MECHANIC 12/03/03 10.00 01-APPLCTN FEE -PLUMBING 11/03/03 10.00 02-ENGNG DEVLPMT FEES 10/29/03 10.00 01-FIRE IMPACT - RESIDENT 10/29/03 59.27 01-LIBRARY IMPACT FEE 10/29/03 54.00 01-OPEN SPACE 10/29/03 279.61 PAGE: CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 158 BRISTOL FOREST TR for which permit 04-00000198 has heretofore been issued on 10/29/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 10/29/03 91.93 10/29/03 11.90 10/29/03 847.00 10/29/03 11.91 10/29/03 1384.00 10/29/03 650.00 10/29/03 1700.00 OWNER BUILDING 4 ; , CERTIFCATE OF OCCUPANCY REQUEST FOR FINALINSPECTION SINGLE FAMILY RESIDENCE**** DATE: Q 1 01 18 q PERMIT #:oPo4--1'5 ADDRESS :- CONTRACTOR: PHONE #: ( yo'l V 8re 5A Tk-c.A, 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 JPublic Works Utilities k t), S-Lr&c--r 21 tol 04- OFire OZoning OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LF CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE*** DATE: Q PERMIT #: ADDRESS: bres4 1 lac CONTRACTOR: PHONE #: ( L\Orl %An — 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 ublic Works ;Tll .,<i , `,40L - OZoning Utilities OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) w CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTIC*jQ SINGLE FAMILY RESIDENCE* * lZ" " W II DATE: 9 l o qAli i t p rA Y PERMIT #: cam'o,4 -J' t ADDRESS: CONTRACTOR: PHONE #: V 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. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works Utiliti CONDITIONS: (TO BE w Fire Zoning OLicensing LY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200'r ELEVATION CERTIFICATE Important: Read the instructions on pNes I.7. SECTION A - PROPERTY OWNER INFORMATION For Imurance Company Use: BUILDING OWNER'S NAME Policy Number CENTEX BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 158 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 36, PRESERVE r?a LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, N necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (rype): W - ##' - ##.#N' or ##.#####) NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. -NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL 87. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 12029040035 E 4/17/95 4117/95 X NIA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. AS Profile ® FIRM Community Determined Other (Describe): _ 611. Indicate the elevation datum used for the BFE in 89: ® NGVD 1929 NAVD 19M Other (Describe): 612. 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 Constnrction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building forwhich this certificate is being completed - see pages 6and 7. Ifno diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/All-A30, AR/AH, AR/AO Complete Items C3.-a4 below acoording to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section 0 orSection G, as appropriate, to document the datum conversion. Datum Conversion/Comments _ Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top ofbottom floor (including basement orenclosure) 14. 5 ft.(m) o b) Top of next higher floor N/A. ft.(m) o c} Bottom of lowest horizontal structural member (V zones only) N/A. R(m) 2 0 o d) Attached garage (top of slab) 14. 2 ft.(m) E M o e) Lowestelevation ofmachinery and/or equipment w servicing the building (Describe in a Comments area) 13.8 ft.(m) E o 0Lowest adjacent (finished) grade (LAG) 14.1 ft.(m) z' 7 o g) Highest adjacent (finished) grade (HAG) 14. 3ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. l certify that the information in Sections A, 8, 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: WILUAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTM S EJATE. 1 ORLANDO FL 32803 SIGNATURE1 I Hill i// 1/11,_1 DATE TELEPHONE 1/30104 (407) 426.7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/orBldg. No.) OR P.O. ROUTE ANDBOX NO. Policy Number158BRISTOLFORESTTRAIL CITY STATE ZIP CODE Company NAIC NumberSANFORDFL32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community offidal, (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) ForZone AO and ZoneA (without BFE), complete Items E1 through E4. If theElevation Certificate is intended foruse as supporting information for a LOMA or LOMR-F, Section C must be completed. Et. Building Diagram Number _(Select the building diagram most similar to the building forwhich this certificate is being completed —see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is — ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, ifavailable). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) ofthe building is _ ft.(m) _tn.(crn) above the highest adjacent grade. Complete items C3.h and C3.1 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, it 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 orowner's authorized representative who completes Sections A, B, C (Items C3.h and CW only), and E for Zone A (without a FEMA-issued orcommunity - issued BFE) or Zone AO must sign here. The statements in Sections A, a C, and Ears correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) Thelocal official who is authorized by taw or ordinance to administer the communitys floodplain management ordinancecan complete Sections A, B. C (or E), and Gof this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken (turn otherdocumentation that has been signed and embossed by a licensed surveyor, engineer, orarchitect who is authorized by state or local law to certify elevation infom>aCon. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for abuilding located in Zone A (without a FEMAAssued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G7. This permit has been issued for. New Constriction Substantial Improvement G8. Elevation ofas -built lowest floor (including basement) of the building is: — _fL(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: ` _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME SIGNATURE COMMENTS TELEPHONE DATE r Check here ifattachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 36, 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 THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). LOT 39 V LOT 37 GRAPHIC SCALE rr O o 15 30 P P= J 4yQP .0 4.MO G h P . J P ONE STORY PM CONCRETE BLOCK O J RESIDENCE ti y FINISH FLOOR ELEVATION=14.44O / Py4. S0, PI \ COVERED . LOT 35ENTRY 0,1,4<4. i .i.:. O S P2 b lyre <`g Qly el CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 01-29-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHEASTERLY LINE OF LOT 36 BEING N 54'23'11" W PER PLAT. FIELD DATE:) 10-30-03 SCALE: I" = 30 FEET REVISED: APPROVED BY; SJ JOB N0. ASM39650 DRAWN BY: ILOT FINAL 1-29-04 CKB FORMBOARD I1-06-03 PLOT PLAN 9/30/03 SOO FIT 12-I8-02 CKB LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FIND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBA6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 QFND NAIL AND DISC LB #68 (01/29/04) FNO 1/2" IRON ROO AND CAP LB a6393 (01/29/04) CNA CORNER NOT ACCESSIBLE In, DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH 8Y THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA AM R FOR THE FIRM AUSCATE!CO JR. PSM#4 28 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 36, 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 THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY, 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 01-29-04. UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHEASTERLY LINE OF LOT 36 BEING N 54'23'11" W PER PLAT. FIELD DATE:) 10-30-03 REVISED: SCALE: I" = 30 FEET APPROVED BY: SJ FINAL 1-29-04 CKB ASM39650 FORMBOARO 11-06-03JOBN0. PLOT PLAN 9130103 SOO DRAWN BY: LOT FIT 12-18-02 CKB LOT 39 A, J 00. Q- C QP LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION II CONCRETE UO LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FNO FOUND C/W CONCRETE WALK So SIDEWALKCCONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBp6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 I' a 30' GRAPHIC SCALE 0 15 30 QFND NAIL AND DISC LB #68 (01/29/04) 0 FND 1/2" IRON ROD AND CAPLB16393 (01/29/04) CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER COW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA AM R. ro+ FOR hIE FIRM AUSCATE LO JR. PSMa4 28 DATE CITY OF SANFORD PERMIT APPLICATION Permit #: 6 q -- I je Date: it— 3— 8 3 Job Address: `36 IS 8 IS, 1S{-e.,L ` cs refit.; 1- k 14,fa r6 e— !r'r e Aery ex Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets 4 Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required fbr whn.r than X) Parcel #: I (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: p r 4ritct el,6 1- AG O4-e, js 11ytZT 2 State License Number: G— Phone & Fax: — z 1571, 885— S78 Z- Contact Person: G Phone: 3 188 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 of the foregoing information is accurate and that all work will be done in compliance with all applicable laws. rcigm':atinn construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUP PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 7l3 Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date OwneriAgent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) Special Conditions: Signature of Contractor/Agent Date ci. w E J•r.lti Print Contractor/Agent's Na nature of Notary satat of Flo t Date A E. Contractor/ Agent is T erg Psonally.Known to Mt or Produced ID Initial & Date) Utilities: _ - FD: Initial & Date) (Initial & Date) COUNTY OF SEMINOLE IMPACT FEE STATEMENT BY CITY OF SANFORD STATEMENT NUMBER 103-75666` DATE: BUILDING UNIT ADDRESS it MUM OWNER NAME: _ __ ADDRESS: a.... APPLICANT 1AM1: - - / - -- ----_-^-- -_---__---__---- ADDRESS: Y LAND USE CATEGORY: 001 - Single Family Detached House TYPE US[: Residential WORK DESCRIPTION: Single Family House: Detached - Construction E-------------F-T------RA------------ FE-E--U-N--IT_-R-A-T-E_-P-E-R_---#-& TYPE TOTAL TYPE DI8T SCHEDULE DESC. UNIT OF UNITS | ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY O-WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dw1 unit $1,384.00 1 $ 1,384.00`'' AM $ 2,285.O' STATEMENT ` RECEIVED BY: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOOR LIABILITY FOR THE FEE. **** DISTRIBUTIONx 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS TO APPEAL ARE ALSO ADVISED THAT THE CALCULATIONS ANY RIGHTS OF THE OF THE APPLICANT, OR OWNER, ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT 45 FEES MUST CALENDAR BE EXERCISED BY FILIN8 DAYS OF THE RECEIVINGAWRITTENREQUESTWITHIN SIGNATURE DATE ABOVE, BUT NOT iATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTy LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 80 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407 ) 665- 7474 . U PAYMENT SHOULD BE MADE 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*** SIN8LE FAMILY BUILDING PERMIT******************** CITY OF SANFORD PERMIT APPLICATION Permit # : O A Date: 0--- Job Address: /y v e-r — V/L",f! Description of Work: CONSTRUCT CONCRETE BLOCK SING FAMILY DWELLING Historic District: Zoning: Value of Work: S 1A10 Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole_ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # or Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial "Total Square Footage: Construction Type: # of Stories: I # of Dwelling Units: I Flood Zone: (FEMA form required for other than X) Parcel#: 22-19-30-502-0000— L56 O (Attach Proof of Ownership& Legal Description) Owners Name & Address: CENTEX HOMES, 385 DOUGLAS AVE., STE . #2000 , ALTAMONTE SPGS . , FL 32714 Phone: 407-661-2176 Contractor Name&Address: PATRICK J. KNIGHT/CENTER HOMES (SAME AS ABOVE) State License Number: CG C049689 Phone & Fax: 407-661-2176/661-4089 Bonding Company: NA Address: Mortgage Lender: Address: Contact Person: JACKIE CAINES Phone: 407-467-2643 Architect/Engineer: HURRICANE ENGINEERING Phone: 407-774-9003 Address: P n BOX 161613, ALTAMONTE SPRINGS, FL 32716 Fax: 407-774-8477 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Lft FS 713. SEP 2 9 2003 Signature of Owner/Agent Date Signature of Contra gent Date Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is _ Produced ID Personally Known to Me or PAT KNIGHT Prit t Contractor/ agent s Nam " 2 9 2003J Date Si nature of N tary tat o loctda it Date ` Nc t 4 Contractor/Agent is XX Personally Known toMo ' Produced ID APPLICATION APPROVED BY: Bldg Zoning: Utilities: Initial & Date) (Initial & Date) Special Conditions: FD: Initial & Date) (Initial & Date) Seminole County Property Appraiser Get Infonnation by Parcel Number Page 1 of 1 PARCEL DETAIL IC ` 1 © [= Scminde County 14 b is es 1 f l IS. NirsfSf. ti nfnrd F7.12"'?1 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market 22-19-30-502- S3-SANFORD Number of Buildings: 0 Parcel Id: 0000-0360 Tax District: WATERFRONT Depreciated Bldg Value: $0REDVDST CENTER Depreciated EXFT Value: $0 Owner: HOMES Exemptions: Land Value (Market): $13,680 Address: 385 DOUGLAS AVE STE 2000 Land Value Ag: $0 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/Market Value: $13,680 Property Address: 158 BRISTOL FOREST TRL SANFORD 32771 Assessed Value (SOH): $13,680 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $13,680 2003 Notice of Proposed Property Tax SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2002 Tax Bill Amount: Find Comparable Sales within this Subdivision 2002 Taxable Value: LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 36 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1.000 13,680.00 $13,680 1 PGS 12 - 15 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property our next ear's properly tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=2219305020000036... 9/30/03 Cityof Sanford Building Divisiong Submittal Requirements for Residential Building Permit 1. Two (2) recent boundary and building location surveys showing setbacks frorn 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 -cast, 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 bearns for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: 1. Garages/Carports sq. ft. 2. Porches/Entries _ sq. ft. 3. Patio(s) — sq. ft. 4. Conditioned Stnrcture _ sq. ft. Total Gross Area , sq. ft. El3. Three (3) sets of completed Florida Energy Code Forms. 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure is to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit issued by Seminole County Health Dept. C. Arbor permit when trees to be removed from property. Contact the Engineering Dept, for details regarding the arbor ordinance and permit. d. Seminole County Road Impact fee statement. e. Property ownership verification- f. Driveway permit issued by City Engineering Department. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. If electrical, mechanical, or plumbing pen -nits have not been issued. inspections will not be scheduled or made and subcontractors will be subject to penalty under city ordinances. Date Owncr /Agent Signature, —--._—_- __-------_--_ CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661 -21 50 Fax: (407) 661-4089 www.centex-oriando.com TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for Jackie Caines or Nan Holmes to sign permit applications and energy calculations for any lots owned by Cented Homes, obtain permits for same and receive Certificates of Occupancy, in my name and license, for the subdivision and lot specified below: SUBDIVISION: PRESERVE AT LAKE MONROE LOT e6 PATRICK J. KNIGHT CGC049689 STATE OF FLORIDA COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this SEp 2 9 2nni by Patrick J. Knight, Division President of Centex Homes - Orlando). He is personally known to me and did not take an oath. OTARY PUBLI e s 7A.til4 ie i0 _ o0 00 KITCHEN A KITCHEN B SCALE- Iii :Y-m' SCALE- V4•:r-m• vo 6 KITCHEN C BATH D SCALE- v4•:r-m• SCALE- v4•:r-m' 6 LGNT STRIP AT OPT. VANITY s e TM BATH E SCALE- 1W4-0• INTERIOR ELEVATI0N5 va•=r-o• re 0 2 l Q'11M& AC IOGAT M GONL. P r10 0 25 021/ -22J ram= " 2) (+21/ -2B) TmffmHffffmImmmim y.+•iiLcol, zee 6IIX6'8 ss D. raft 02V -ZW e 8• 551 LA 6• FIAT _ 1r. R r M. BEDROOM T -b 3/4' a+ 1 d c I WS -I GREAT ROOM e•FLAT AlL eTlalcmzaL alaoD Ac ro ee oaeae rx ia• uar e SEE FOUNDATION PLAN FOR FILLED CELL LOCATION. iflpilll ad.•.FF.GWN.LL NOTE. FRAM wAus ro eE 3 +n UNLESS OT ERMSE NOTED. AREA CALCULATIONJ 15T FLR LNIN6: 14 5F 6ARA&E: 6 5FE/ARICANE ENGINEERING C.OVLRED ENTRY: 7 SF Q .... .. a. TOTAL: 81 SF it-6 yr o BEDROOM 3 c 0' FLAT , 1 Y81I.7tF.li L_ n wA NOTE, AIR FIANDLER TO NAVE MIN. OF 4• CLEARANCE ON ALL SIDES AND ENCLOSURE SPACE SHALL BE Mil IT WIDER THAN APPLIANCE c e GARAGE b'd G.6. FOYER e• Fur n FLOOR PLAN' va••rd JA v ENTRY aloran +r I6•-0• x 7-0' o.FI. G,aR. rnz. (+w/ -zW PARTIAL FLOOR PLAN ' 'G' va-.ro• 3DX6'B a ENTRY v a0acaorrc4lorss4e• a 16'-0` X l'-O` O.H. CiAR OR. Iv -zW fR.ME PAf[ML GOWN P.m B.EV) r-m• I6'-m' 4 r-m' 5•-4• Ua•.Yd DINING e• Fur LIVING b' FLAT BEDRM #4 e' PLAr Q'-0 3/4° z) zssH 2 IllfilJill iiy!y LL dd cry W ti S-06-203 12:S2PM FROM C[TY OF SANFORD PERMIT APPLICATION Permit#: ty i etc: ,' 'C 1 Job Address: Description of Work: Historic AisMct: Zoning. Value of Work; S Permit Type: Building Electrical X Mechanical Plumbing Fire Sprinkler/Alarm Pogl Electrical: New Sefvicc — # of AMPS Addition/AlterService Addition/Alteration Change of Tempot''y Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cal . Requirod) Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Coestruccion Tyne: # of Stories: of Dwelling Ualts:--,.___ Flooci ooe: (FEMA form required for utncr t.,an xl P+ reel +r: Attach Proorof Ownership & Legal Description) Ovwocrs . NaMe & Addrus: _ Centex Homes 385 Douglas Ave. Suite 2000 Al tamnnte Springs- F"2714 Pbunc: 407-661-2150 Cotttc; vor Name & Address: Approved Electric Co. of Florida 4874 S. Orange Ave. Orlando. FL 32806 4 State License Number, EC0002494 Phone & Fax: Fay 1407_R51-1 ?2{ Contact PcirsonJohn tin4lay Fhanc: 407-851-1220 Rondiq Company: lort, agc Lender r, ddFess Areli, Utct/En;tincer: phone: _. Adgrcas npplieat, on is hereby rnade to obtain a permit to do the work and installations as indicated, I certify that no work or installsnon has commenced pn;,, I,,, issuanceofaPermitandthat4workwillbeperformedtomeetstandardsofalllawsregulatingoonsauctioninthisjurisdiction. 1 undentano that a scpardtc pemli( must be sccuttd for ELECTRICAL WORK, PLUMBING. SIGNS, WELLS, POOLS, FURNACES. BOILERS, HEATERS, TANKS, and Alx70`'DITIONERS, cm l ocrtify that all otter foregoing information is accvnte and that all worst will be done in compliance with all applicat,le I.!„ •: ! ct ,.acing corulucdonandconing, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY kSSUI: r IN , , l 0, ! •; y (,"C TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN AITORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. a2iiC .: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that rruy be found in the public records of hiscuunry, and there may be additional permits required from other governmental entities such as water manes! staic ubencies, or Cede, u I 'ecncira n¢ c:ptacce of Perini(is verification that I will notify the uwncr of the prolrcrty of the req Signatwe o(Owner/Agent Uate I Owner/Agent's Name S;; nature orNoiary-State nf Plor;da- OwntNnLcnt is •_ Pcrsonalh Kno„n to Me or F' roducal IU - Date re drCbntractor/Agent Uatc Charj., es Cannon Print Contractor Agent's Name - r i tlrnawrc nl t\n ry $etc o ((•IpnCc_ pate to cf '• .,....,,.,,,,,...,.: Contractor/ AC.'t is _ Pcrsun,l:, Knn fru, lulr .: Y 44 k, r+ GY• `#' i .i-ftL'Ai%Y Fr y r.k r nv{6<.tMfal! it .w:. ONAI'I'ItOvkU 13Y: UWg. Initial & I.)aw) (Initial fi Uatcl (Initial K i)]tcl (lief ti Ur.: 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 MARYANNE MDRSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05052 PG 1060 CLERK'S # 2003181145 RFCliRDED 10/08/E'003 10:07:29 AM REWRDIN6 FEES 6.00 RECORDED BY L McKinley THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: LOT : , PRESERVE AT LAKE in Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, 2. General Description of Improvement: SINGLE FAMILY DWELLING 3. Owner Information: CENTEX HOMES 385 Douglas Avenue, Suite 2000 ALTAMONTE SPRINGS, FL 32714 Interest in Property: FEE SIMPLE INTEREST Name of Fee Simple Titleholder: N/A 4. Contractor: CENTEX HOMES 385 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 Phone: (407) 661-2150 Fax: (407) 661-4089 5. Surety: N/A Amount of Bond: N/A 6. Lender: N/A MONROE Recorded FLORIDA. CER11VILb COPI MARYpN E MORSE CLERK IT COURI SEA MuN R D& tr 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.12 (1) (a) 7., Florida Statutes: CONTROLLER Phone: (407) 661-2150 Fax: (407) 661-4089 8. In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: NONE 9. Expiration date of Notice of Commencement (the expiration is date is 1 year from the date of recording unless a different date is specified) 1, g /2e ( Debra A. Riggs OFFICE MANAGER FOR CENTEX HOMES, 385 DOUGLAS AVENUB SURE 2000, ALTAMONTE SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS SEP 2 9 2003 BY DEBRA A . RIGGS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION ftwo 1728 HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. NOTARY PUBLIC dACME CAINES Notary Public Stage of Florida My Commission Expires dan 21, 2004 Commission .4 WOW 727 i F:.'. `.H - *„:Irk"tn;'t"`t`r`•g4.ry1`' CITY OF SAAIFORD PERMIT APPLICATION A Permit # . h f- Date, / v2) c C"3 Job Address: Y ' Description of Work: t 11Vi14, Historic District: Zoning: Value of Work: 5 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Ptxil , Electrical: New Service — # ofBPS AdditioNAlteration Change of Service Tempotty Pole Mechanica t Residential Non -Residential Replacement New (Duct Layout & $nergy t1F: Required.) 74 Plumbing/ New Commercial: # of Fixtures # of Water At 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 require.c[ f61- ("fber [:!tart K) Parcel q: (Attach Proof of Ownership a& Legal Description) Owners Name & Address' ` - Phone: Contractor Name & Address: Phone & Fax: Bonding Company: Address. Mortgage Lender: Address: Architect/Engineer Address: ate License \umber "+`" RUM iGa+ald/ P28L+'7" Phone: Application is hereby made to obtain a permit to do the work and installations as indicated. i certify that no work or installation has comnie-ncui prior to dieissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 1 understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS. etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicablc i.,wf: ic.YuL6ngconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT: P9 Yo i i flTWiCEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT Wim YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this prope, khQt y bethiscounty, and there may be additional permits required from other governmental entities such as watetrrianagem t'dis 'cts, star Acceptance of permit is verification that I sill notify the owner of the property c f the requiremeru of Florida en FS Zl Signature ofOwner/Agent Date XSipa Print Owner/Agent's Name Signature of Notar--State of Flonda Date Owner/Agent is _ Personally- Kno,n to ,Me or Produced ID PPLIC ,\1ION APPROVED BV: fil(Ig _ Zoning Initial &• Oatcj t the public records of of (i der;rl agencies. r Date ri Contractor :\sent's 1Jame - Signature of No_r.-State of Florida Date Contractor/At,,-.: Personal K,;own to Me or Producr.: „i' Initial & Dahl t..,,.nw .+ao LiRa{,* & pair - e PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 36, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA IMPERVIOUS CALCULATIONS (LOT ONLY) LOT 36 CONTAINS 6000 SQUARE FEET t (LOT ONLY) THIS STRUCTURE CONTAINS 2381 SQUARE FEET t TOTAL CONCRETE 492 (WITHIN LOT ONLY) SQ. FT. t TOTAL S00 3127 SO. FT. t PERCENT Of CONCRETE & STRUCTURE TO LOT 48% t cOIIABr Pnn TArr 111P Tn r11PQ1 LOT 36 UP TO CURB CONTAINS 6550 SQUARE FEET t THIS STRUCTURE CONTAINS 2381 SQUARE FEET t CONCRETE 825 SQ. FT. t INCLUDING (SIDEWALK/APRON) 10TAl SOD 3344 SO. Fr. t LOT 37 12.7 \' S, LOT 39 4CP ty 6' O OQ) Sp. \ Fq G 1 e 30• i GRAPHIC SCALE O 0 I5 30 O. y 00 JO P 00Sp. moo. 0 LOT 35 P C 0.. I,, O 2P C0PAjQ- SqQ OJ h A) JRi, Tfy\ 0" F \ r4,r ty J 19 Ts°• DO, 12.0 Ilk sp. 0 7 P5") ciBUILDING SETBACKS FRONT: 25' PI p s. V,! ' REAR: 20' SIDE: 5' z CORNER: 15' t « rmtIv i..i LEGEND BUILDING SETBACK LINE MLW POO MINIMUM LOT WIDTII POINT ON BOUNDARY CENTERLINEPCCPOINTOFCOMPOUNDCURVATURE PREPARED FOR: RIGHT OF WAY LINE POC POINT ON CURVE CENTEX HOMES XXx_.:.xx PROPOSED ELEVATION OR OFFICIAL RECORD PLANNED DEVELOPMENT PROPOSED DRAINAGE FLOW 6 DENOTES DELTA ANGLE I. ELEVATIONS SHOWN ARE PER LOT GRADING CONCRETE L C. B. DENOTES ARC LENGTH DENOTES CHORD BEARING PLANS PROVIDED BY THE CLIENT. LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PI PRC PT DENOTES POWs OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY THISPLOTPLANISINTENDEDFORPERMITTINGPURPOSESONLY. TI-IIS IS NOT INTENDED FOR IIIE CONSTRUCTION OF PERMANENT CONTROL POINT P) PER PLAT TYP A/ C TYPICAL AIR CONDITIONER THEPROPOSEDHOUSE, REFER TO HOUSE PLAN AND OPTION M) MEASURED CBW CONCRETE BLOCK WALL LISTFORCONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA END FOUND C/// W CONCRETE WALK RP CS RADIUS POINT CONCRETE SLAB FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES SEWALK CiWCONCRETE PAD C CHORD LENGTH ONLY. THIS IS NOT A SURVEY PB PLAT BOOK R RADIUS 50. FT. NG SQUARE FEET NATURAL GRADE THIS IS A PLOT PLAN ONLY PGS PAGES R/W RIGHT-OF-WAY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHEASTERLY LINE OF LOT 36 BEING N 54'23'11" W PER PROPOSED PLAT. FIELD DATE:) REVISED: SCALE: I = 30 FEET APPROVED BY: SJ 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. JOB N0. ASM39650 PLOT PLAN 9/30/03 Soo DRAWN BY: LOT FIT 12-18-02 CKB O: VWSM3MSM39n50Awq. 9J1012009 2:40:24 PM AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L3N6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIOA 32801 ( 407) 426-7979 WILLIAM R. FOR THE FIRu TELLO JR. PSM#4 28 DATE FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1928 LMR03& Builder: C[iNTEX HOMES Address: iS 6 BRISTOL FOREST TRAIL Permitting Office: CITY OF SANFORD City, State: LAKE MONROE, FL Permit Number: Owner: CENTEX HOMES Jurisdiction Number: 691500 Climate Zone: Central I. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit 3. Number of units, if multi -family 1 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (W) 1928 ftz c. N/A 7. Glass area & type a. Clear - single pane 210.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft, a. Electric Heat Pump c. Tint/other SHGC - single pane 0.0 W d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 198.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance a. Concrete, Int Insu1, Exterior R=4.1, 1058.0 ft' _ b. Frame, Wood, Adjacent R=11.0, 278.0 ft' b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-I[eat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1964.0 W _ 15. HVAC credits b. N/A CF-Ceiling (an, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Ilterrnostat, a. Sup: Unc. Ret: Unc. Ali: Garage Sup. R=6.0, LO ft MZ-C-Multizone cooling, b. N/A MZ-Ii-Multizone heating) Total as -built points: 27478 PASSGlass/Floor Area: 0.11 Total base points: 29112 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: trLF DATE: EP 2 5 OW I hereby certify that this building, as desi ned, is in compliance with the Florida Enerqgy,06de. OWNERIAGENT: DATE: Cap: 37.0 I Btu/hr SEER: 12.00 Cap: 37.0 kBtu/ttr _ HSPF: 8.35 Cap: 50.0 gallons _ EF: 0.86 PT; Review of the plans and tcE sT specifications covered by this 4Vo _ `tTFo calculation indicates compliance with the Florida Energy Code. Before construction is completed F4 v this building will be inspected for compliance with Section 553.908 Florida Statutes. aD WE BUILDING OFFICIA" DATE: EnergyGaugeO (Version_ FLRCSB v32) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 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 1838.6 Single, Clear E 1.0 80 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 10331.1 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 278.0 0.70 194.6 Concrete, Int Insul, Exterior 4.1 1058.0 1.18 1248A 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 1443.0 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 43.2 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1916.0 2.13 4081.1 Under Attic 19.0 1964.0 2.82 X 1.00 5538.5 Base Total: 1916.0 4081.1 As -Built Total: 1964.0 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: 6296.4 As -Built Total: 198.0 6316.2 INFILTRATION Area X BSPM Points Area X SPM = Points 1928.0 14.31 27589.7 1928.0 14.31 27589.7 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB 0.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , . PERMIT #: BASE AS -BUILT Summer Base Points: 36650.7 Summer As -Built Points: 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 DM x DSM x AHU) 38773.3 1.000 1.087 x 1.150 x 1.00) 0.284 0.950 13084.5 36650.7 0.4266 15635.2 38773.3 1.00 1.250 0.284 0.950 13084.5 EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 1928.0 5.86 2033.7 Single, Clear S 1.0 6.0 32.0 7.73 1.01 249.4 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 1.01 400.7 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 1.00 196.7 As -Built Total: 210.0 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 1.80 500.4 Base Total: 1336.0 2616.4 As -Built Total: 1336.0 3997.1 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Exterior Wood 20.0 7.60 152.0 Exterior 20.0 5A0 102.0 Adjacent Wood 18.0 5.90 106.2 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 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 1708.7 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) 1.9 376.2 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 EnergyGauge® DCA Form 60OA-2001 EnergyGauge&FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , . , PERMIT #: BASE AS -BUILT Winter Base Points: 5134.3 Winter As -Built Points: 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) 8030.6 1.000 1.078 x 1.160 x 1.00) 0.409 0.950 3899.4 5134.3 0.6274 3221.2 8030.6 1.00 1.250 0.409 0.950 3899.4 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeOlAaRES2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 15635 3221 10256 29112 1 13085 3899 10495 27478 PASS f HES74 2, rH4 \" n L. r P4 O it) WEi!o EnergyGauge'" DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABCA.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606A.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. RA..99 nTMFR PPFSr_PIPTIVF MFACI IRFC /munf ha mnf nr nvrnnrinrl by nil rncirinmi 1 COMPONENTS_ SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient of 78%. Shower heads 612A Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system Insulation 604.1. 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'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 existing New 12. Cooling systems 2. Single family or multi -family Single family a. Central Unit Cap: 37.0 kBtu/hr 3. Number of units, if multi -family I SEER: 12.00 v 4. Number of Bedrooms 4 b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 1928 ft2 c. N/A 7. Glass area & type a. Clear - single pane 210.0 ft2 13_ Heating systems b. Clear - double pane 0.0 ft' a_ Electric Heat Pump Cap: 37.0 kBut/hr c. Tint/other SI IGC - single pane 0.0 W I-ISPF: 8.35 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=t)A, 198.0(p) ft c. N/A b. N/A c. N/A 14. [lot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=4.1, 1058.0 W EF: 0.86 _ b. Frame, Wood, Adjacent R= 11-0, 278.0 W b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DIIP-Dedicated heat pump) a. Under Attic R=19.0, 1964.0 ft2 I5. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A IIF-Whole house fan, 11. Ducts PT-Progranunable Thermostat, a. Sup: Unc. Re(: Unc. All: Garage Sup. R=6.0, 1.0 ft RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-II-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) THE STgI in this home before final inspection. Otherwise, a new EPL Display Card will be completed 04All based on installed Code compliant features. Builder Signature: Date: SE 2 5 2003 d Address of New Home: 1,58 BRISTOL FOREST TR. City/FLZip: LAKE MONROE/32747 o 1`l'eoo 05 NOTE: The homes estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStar"'designation), your home may qualifyfor energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge® (Version: FLRCSB v3.2) 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 9014 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1928 09-06-02 toe CWMERGE STREET. LAYS MARY. FL 32746b2oe PhQe : (4o7) 831-2665 Proiect Information For. CENTEX HOMES Notes: Design Information Weather Orlando AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 °F Heating Summary Building heat loss 32751 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 32751 Stuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft) 1928 1928 Volume (f) 15424 15424 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 206 103 Heating Equipment Summary Make TRANS Trade Efficiency Heating input Heating output Heating temp nse Actual heating fan Heating air flow factor Space thermostat 7.7 HSPF 0 Btuh @ 474F 0 OF 1200 cfm 0.037 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 grAb Sensible Cooling Equipment Load Sizing Structure 24036 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Ratelswing multiplier 0.98 Total sees. equip. load 24525 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 1474 Btuh Infiltration 3032 Btuh Total latent equip. load 5887 Btuh Total equipment load 30412 Btuh Req. total capacity at 0.70% SHR 2.9 ton Cooling Equipment Summary Make TRANE Trade Efficiency 12.1 EER Sensible cooling 24780 Btuh Latent cooling 10620 Btuh Total cooling 36400 Btuh Actual cooling fan 1200 cfm Cooling air flow factor 0.050 efmlBtuh Load sensible heat ratio 81 % Ba fdriwrx .moues ""been manv Hy oMerrrdden Pfintout certified by ACCA to meet all requirements of Manual J 7th Ed. t.-- wr gMtsoft e s, Res*' ss.as Rsa o s z000.M 2e oa:»e its E FIIeslGanlex200211928 te2slar Pape i 03/26/2003 10:21 DEL AIR 4 4076614089 N0.347 0015 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job:1928 09-M-02 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831.2"5 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15424 fV x 0.0167 = 206 cfm 2. Winter infiltration load 1.1 x206 cfm x 32 3. Winter infiltration HTM 7239 Btuh / 248 ft2 OF Winter TD = 7239 Btuh Total window = 29.2 Btuh/W and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15424 ft8 x 0.0167 = 103 c(n 2. Summer infiltration load 1.1 x 103 cfm x 18 3. Summer infiltration HTM 2036 Btuh / 248 fV OF Summer TD = 2036 Btuh Total window = 8.2 BtuhtW and door area Procedure C - Latent Infiltration Gain 0.68 x43 gNlb moist.diff. x 103 cfrn = 3032 Btuh vrocedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent x 18 OF Summer TD = 990 Btuh Sensible load for structure (Line 19) + 24036 Btuh Sum of ventilation and structure loads - 25026 Btuh Rating and temperature swing multiplier x Equipment load = 0.98 24525 Btuhsiting - sensible 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent x 43 gr/lb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 6 people + 1380 Stuh Infiltration load from Procedure C + 3032 Stuh Equipment sizing load - latent = 5887 Btuh Construction Quality is: a No. of Fireplaces is: 0 6okfftgk Yanks have been Ma"fly AVef Wden Printout certified by ACCA to meet all requirements of Manual d 7th Ed. Wing 1 tspft . Rk t-Sulm RaMeflt WIm S-S.06 RSFtMI3 2003-Mer- 600:11:ae ft E9FQeslC.enb. 2002119M192S,. Page 1 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 D016 RIGHT-J WORKSHEET Entire House DEL AIR HEATING°AIR CONDITIONINGA Job: 1928 09-0"2 109 commERCE STREET, LAKE MARY. FL 327466206 Phone: (407I 831.26665 J. 7th Ed- 1 Name of room Entire House FOYAN/DIN BR4 KIT 2J4MANUALLengthofexposed wall 198.0 ft 42.0 It30.0 It 11.0 R 3 Room dimensions 19.0 x 20.0 tt 13.0 x 14.0 It 19.0 x 11.0 It Ceilrgs Condit Option 8.0 ft heat/cool d 8.0 ftl heallcool 8.0 It haaveool 8.0 111 heatl000l TYPE OF CS HTM Area Load (Stuh) Area Load (Stuh) Area Load (Stuh) Area Load (BWh) EXPOSURE NO. Hfa Clg A) Htg I Ctg tn Htq I CIg fF) HIg C19 ltzj HV Cig Gross a 146 4,6 2A 1288 208 240 88 Exposed b 12C 2.0 1.9 0 0 0 0 walls and c 13C 3.2 12 296 128 0 0_ partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windovvsand a 1C 37.0 170 6283 32 1183 32 1183 10 370 glass doors D 8C 37.0 40 1478 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 1C 37.0 0 0 0 0 0 0 0 0 a 7L 20.8 0 o 0 0 0 0 0 0 f 0.0 0 0 01 0 0 0 0 0 7 Windows and North 20.4 18 363 4 82 01 0 2 i°' 43 glass doors NEINW 39.4 64 2522 0 0 32 1201 0 0 Cooling ENV 0.0 0 0 0 0 0 0 0 0 SFJSW 47.4 128 6077 28 1326 0 0 8 374 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 20 294 199 20 294 199 0 0 0 0 0 0 b 10D 14.7 0.9 18 205 170 0 0 0 0 0 0 Q 0 0 C 0.0 0,0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.0 2.1 1058 4875 2179 150 719 321 208 958 428 78 359 161 exposed b 120 2,9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 woos and c 13C 3.2 1.2 278 870 325 128 403 150 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 160 1.7 2.2 1964 1 4372 428 726 953 182 309 405 209 3S4 465 b 0.0 0,0 0 0 0 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 010 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0,0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 198 132 0 42 1099 0 30 778 0 11 285 0 Note; room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Is displ, d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 01 0 0 0 0 0 0 0 0 0 121 Infiltration a 1 29.2 8.2 248 7239 2036 52 1518 427 32 934 293 10 292 82 13 Subtotallossm6+8.!11.12 29774 ww°" 5932 4162 1661 Leexternal heating ss0 0 0 0 Lass transfer 0 0 0 0 Heating redistribution 0 0 0 0 14 Duct loss 10 2977 1061 593 10 416 10 166 1$ Total loss= 13+14 32751 6525 4578 1827 16 Int. gains, People 0 3W 6 1800 1 300 0 0 0" 0 Ap - 11200 2 1800 0 0 0 0 1 1200 17 Subtot RSH gain=7 6..E12.16 218$1 3757 2357 232S Less external 000rng 0 0 0 0 Less transfer 0 0 0 Cooling redistrihution 0 0 0 18 Dud gain t0° 2195 10 370 10°/ 236 10 233 19 Total RSH gain=(17+18)•PlF 1.00 2a096 1.00 4133 1.00 2593 1.00 25U 20 Air rexluired (Cfm) 1200 1200 239 208 168 128 e7 128 Printout oef fed by ACCA to meetall requirements of Manual J 7th Ed- NClg:1> CS' OYZ RightSui6e Residen6slTM 5 8 06 RStt26013 2003 WO-W Clm11-08 E tfllealCerrtmt 20021192011928.arf Page t 03/26/2003 10:21 DEL AIR 4076614089 NO.347 D017 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY. FL 3274"208 Phone_ (407) $31-2665 w Job:1928 09-06-02 MANUAL J; 7th Ed. 1 Name of room GREATRM WIC MBR STHt 2 Length of exposed wall 34.0 R 0.0 R 35.0 ft 0.0 ft 3 Room dimensions 19.0 x 16.0 ft 8.0 x 9.0 ft 15.0 x 14.0 R 6.0 x 11.0 1t 4 Ceiings CondlL Option 8.0 ft heaticool 8.0 ftl heat/cool 8.0 ft heat/cool 8.0 ft heall000l TYPE OF CST HTM Area load (Bbrh) Area Load (f3tiuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg 1111 Htq 1 C10 fn Htg I C19 R') C1g tt') 11(g Ctg 5 Gross a 148 4.6 2.1 272 0 280 Exposed b 12C 2.9 1.9 0 0 0 o 0wallsandC13C3.2 1.2 0 0 0 partitions d 0.0 0.0 0 0 0 0 pe0.0 0.0 0 p p 6 Mndows and a 1C 37.0 32 1183 0 0 32 1143 0 0 glass doors b 8C 37.0 40 1478 0 0 0 0 a 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 1C 37.0 0 0 0 0 0 0 0 0 e 7L 20.8 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 8 1S6 0 0 4 82 o 0 glass doors NE/NW 39.4 0 0 0 0 0 0 0 0 Cooling ENV 0.0 0 0 0 0 0 0 0 0 MSW 47.4 64 3051 0 0 29 1326 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 a"' 0 8 Other doors a 100 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 100 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 o.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4,6 2.1 200 922 412 0 0 0 248 1143 511 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0,0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 160 1.7 2-2 304 516 677 72 122 160 210 356 467 96 112 147 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 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 o 0 o o 0 f 0.0 0,0 0 0 a 0 0 0 0 0 0 0 o 0 11 Floors a 22A 25.0 0.0 34 881 0 0 0 0 5 007 0 0 0 0 Note: room b 19G 1.1 0.0 0 0 O 0 0 0 0 0 0 0 0 0 perimeter C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 doom) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 29.2 8.2 72 2102 91 0 0 0 32 934 2631 0 0 0 13 Sublotalloae=6+8.+11+12 7081 122 4523 112 Less ex6emal heating 0 0 p p Less transfer 0 p 0 0 Heating redisMbudon 0 0 0 0 14 Duet loss 10 706 10 12 10 GA 452 104A 11 15 Total loss a 13.14 7789 134 d97S 123 16 Int gains; People ® 300 4 1200 O 0 1 300 0 0 Appl. (1) 1200 0 0 O 0 O 0 0 0 17 Subbot RSH gain=7.8..+12+16 60W 160 2949 147 Less external coding 0 0 0 0 Less transfertransfer 0 0 0 0 Cooling nlwtion 0 p p p 18 Dud gain 10 809 10 18 1oy 295 10 15 19 Total RSHgaln=(17.18)'PLF 1.00 6605 1.00 17fi 1.00 32" 1A0 182 20 Air required (Cttn) 285 334 5 9 1$2 142 S 8 PtintoLd certified by ACCA to meet all regtdrements of Manual J 7th Ed. 4k-- WngFl-ettspit RigIN-SrrBeReelderrtiel"`SS.OBFtSR280t9 2003-Mar-260911:05 AM E1F0es1Cerdex 2002t19281t9281sr Page 2 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 0018 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job.192E 09.06-02 1o9 COMMERCE STREET. LAKE MARY. FL32746-6206 PtWrte: (4071831-2665 J: 77h Ed. 1 Name of room BR2 BT142 BR3 LNDRY j4MANUAL2Lengthofexposed wall 13.0 ft 0.0 ft 26.0 ft 7.0 R 3 Room d+men5ions 15.0 x 13.0 ft 6.0 x 8.0 ft 15.o z 12.0 R 7.0 x 10A ft Ceiings Condit Option 8.0 ft heaticool 8.0 R I heaUeool 8.0 ft heavcool 0 (ti heatl000l TYPE OF HTM Area load (Btuh) Area Load (Stuh) AM Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg Mg I C19 rm Ntg I Cl9 ft°I W9 I Clg 01=1 Htg I Clg 5 Gross a 148 4.0 2.1 104 0 98 0Exposedb12C2.9 1.9 0 o 0 0 wailsc 13C 3.2 1.2 0 0 112 58 partitions d 0.0 0.0 0 0 0 w' 0 6 Windows and a 1C 37.0 16 591 0 0 16 591 0 0 glass doors b 6C 37.0 0 0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d IC 37.0 0 0 0 0 0 0 0 0 e 7L 20A 0 0 0 a 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 1A8ndawa and North 20.4 0 0 0 0 0 0 0 0 glass doors NE.RJW 39,4 16 630 0 a 16 630 0 0 Cooling EAN 0.0 0 0 0 0 0 0 0 0 SEISW 47.4 o 0 0 0 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.0 0 0 0 0 0 0 0 0 0 0 0 0 D 100 14.7 9.9 0 0 0 0 0 0 0 0 0 18 265 170 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 88 406 181 0 0 0 8o 369 165 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and C 13C 32 12 0 0 0 0 0 0 112 S53 131 38 120 44 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 a 0 0 0 0 0 0 0 0 0 10 Ceitiinps a 16D 1.7 2.2 195 331 434 48 81 107 180 305 401 70,119 156 b 0.0 0.0 0 0 0 0 0 a 0 0 0 0 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 o 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 13 337 0 0 0 0 26 674 0 7 181 0 Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is drspt d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0,0 0 0 0 0 0 0 0 0 0 0 0 d noors) t 0.0 0.0 0 0 0 0 0 0 0 0 a 0 0 0 12 Infiltration a 292 62 18 467 131 0 0 0 16 467 131 141 62S 148 13 Subtotal bss=&+8. +11+12 2132 81 7759 1210 Less aAemal heating 0 0 0 0 Less transfer 0 0 0 0 Heating redistrbAon 0 0 0 0 14 Ductloss 10 213 10 8 10 276 10 121 15 Total loss = 13+14 2345 90 3035 1331 16 tnt gains: People (e 300 0 0 0 0 Appl. ® 1200 0 0 0 0 0 0 1 17 Subtot RSH gain=7+8 .+12+18 1377 107 1458 1127 Less e)ftmal cooling 0 0 0 0 Less Lrarlsfer 0 0 0 0 Cooling redistribution 0 a o 0 U2O Duetgarn Total RSH gain=(17+18)-PLF 10° 1.00 138 1515 10 1.00 11 1181.00 10 140 760d 10 100 113 t240 Air required (dm) 86 76 3 0 111 80 49 e2 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. w1'Ig:l>tSG? RC fthl-SWk ReslderWW1" fi.5A6 RSMWlS 200&Ma1629 09:11:08 146& E.VllealCen%ax 20021192811=4v Pegs 3 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 P019 i RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job- 1928 09-06-02 109 COMMERCE STREET, LAKE MARY. R. 3274"206 Phase: (407) 831-2r3as W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R FOYIL,IV/DIN a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 6.0 47.4 32,0 4.0 BR4 a 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 1 1 90 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 90 1.0 1.0 1.0 5.0 47A 32.0 4.0 b n se a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 40.0 3.6 WIC MBR a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 32.0 4.0 BTH1 BR2 a n ne a c n 0 d 1 1 90 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 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 LNDRY wnghtscft RightSt& R >d-"08RSRM3 20oa-Mw-2609:1l.'% ACCK E "sdkCwteX 2=1928t18 &nw PWA I 4 g 1 2 1 3.. f (s WTL%CQMrt ftw IDA a .o[ DooR REWSIONS a' 4ia+ort) REV. N0. ZONE: DATE: EON NO.APPvO: DESCRIPTION t 82 11/00 - MWW OTY (1) WAS (2) FOR TRACK BOLT t Do stillLC yclna r- SLt lLL7NK i HO*QbwrK Tft w SN DO n t 20 CA WN. Ew0 STW ATTACHED TO DOOR am D aV1 wII4 PA MO-l•'LOC iTSRY WDWWN [ IT17GGW, !!! L M1AD bluOv. 7 1 /•fI01L0 rp w000 A-44WN w00oIADSNALw6. LISTED * 1D"" K T C AVAw1 As AN onKw T Yw iT4b 1)eCKFiLEi Af0' 9 n6 Immix M.CN. Z POINT %DpW (A) TWA SAACKS PILA rDG t M I LIN 10 wan REPORT# 9666C C 0• . 20 G 0-2YAS Z t s ct1a. tTC)G HOI* f1r6/f' WW WCT/L SCOWS 1 , Or q r A OPTIONAL DUTM xt1ID LOCK rObIK" NAx. DOG TT1601 - 1f'-0' e 1 // 1'.1/1' f0,/ Tvtvlw• TAFfr10 SiJ,iwt. R nT•••+e-n . i.1.I' rl.e 1a -- I Act= pp pR! N TO t'. • KwTH cON{{1R Oro) SC TWwt (fNOwK . fmw FR" wTh U.V. rAglp RCOIIIm. {.W fCRCy9 yu' K COyRDt7lyp( DOORSOVDI7'-DF K1 1 CONr6T G ( SC COAIR10 ON OUTSOL UWAO[ S70P WOU1Dwo SY OOOA "iT WLA (TO fUR) C110Ni (TiOT ). (fur wr R[ouvDl TO rRDY1o[ A rtufN tOIrA1W SUMACLKOAiOrrtKNr16ODKptAN1f/D1 LOAD. IA6 TTAADI/ IIL AAwb 20 Cl WN, GLV. nIIl DID STU 2' THICK I/e ACA LED !0 G srvt fNa. s xtB DEDWSa 0" utfh7l1C PAN MfaCw wi COLriM Wild.0 Wi Krr1uH aONm[ 'Si/L'iaMmib1/YiRro1"CwKuia¢HLA"C>SdWrSPutUm .. 1iGILYAMDNO. aAtD-aN Mwa. ) aR» aNs[tf t2Da f wN coNG[TQ G r/If [D. ROUND rutty AND A W{t0-ON rq,TC4Ta 3k* Wcm [NW[f '/A'•A• tVWN tcRM M It-I/2' tWtCM C2. rAfr[eIG (ON[ Ra ADAM) TOO C0.1' A/!(010SOMr9WK. Cp [ wArla7 DM,lYOED rm1 p • SIDLS 0/ SRR SKIN. 12 W. DKY. STTL too wGR ":T NCAgq, I. O.A HIA MW[R RCOOMt[D 2' rYY• flt[L 114CN -to TO C Ly' N flMb fMfiT^"rli7KROLLLA NAcxR. [ALl1 WIM TAPCONf. N,C10RS w1V K a1U11x If G OAW, arm TRIVX RMCALIf. MS TO H w ) fR•CTf! ATTAeNeb .//(.) SS Lf [• oI roc a DOOR. (fur Nor RtODUED) to RNOC AAq IWYTSM CN I1Nb/b' SNIRKCT1L wOIKNtN6f1AlIA0t. NORHONT•. AYTRs DD NOr wIM OT' 1/A•./R DOLrAR KU :j 1 a2 K r fCA'f G DID IMIOL SNI W AONIL SCAtIri TAwb/ 17l LOLD. G Tr0 t/A' OK IrA7f. 061111 s Kato NAlIOLL tN0 2• Dw flO0STTM' 10 NAi Sn" KVAAIL i• G D.Lv. fTt0. [ y u snt• w.K wtstDv+ua. .t. n wtOl oere,v+. iv .- in e!xw • y RMOA r.t. WMf f01tf w .) 4{DCIpRhDSY/1A' tyros Was STILL Te)RM eAAOLbeL r.t IS7Ns X !' TAN U-PA j (A) 1 K.3 iCV 30 G OALv, ncu rAPPIl10stfrn. &AW ' 4 me- "Rf D K y SURD,O y,L 6tV[MS DESIGN LOADS: +14,0 PSF k -24,4 PSF y . WN. nu'sTr4mft SO Kr oVTswt Mm sO[ M rIt fe6AT a TK a TEST LOADS: +36.0 PSF k -37.0PSF TLwOL[ OF DOG. RCCORD Ia iMt RNLOwD afTRULTt MIO w ACCORMNCl tAN r u G fxv. S1ta v-SNS tTa soot soLt ,wM CLWA[M rrtwFo Dints IOR tw[ t.ulDs Llflm a •.s,. rW,ww . e.s L w A 2-1-2-1 •ri[llK (I.(, Tr0 U-Nf iTI1i T.DC!( OKTOLI il6t DMrIKr rsr•. A1/O it•L oRrit. PART NO.: - j7 T-7/N a ON SOTM sm"reN, W.Mt a NL1T CUM`, A A ttenaN tre) tACN wwtAftxCUON[ Drcr uewn slew ONArwNr it) srf1A k Slit[ lim wlnl 1 .•,!/i• stV wrwe Oaks cool a e w•'^w'•^ CMltimro0 01445202 Pa LDCAtgK . Corn: w TOLERANCES .,. IDEA Tr b I-11I-A600 O w .emu.. w.r.•. 1w K+f/_Rasu[. Fa Aa 1-s13-ibt-]!is Z• SrCT" •.. tnnr VIMMMnt K. w .•r FON- •00 - *'OlsDESCRIPTION: MODEL 6RST W6 16-0 x 6-0: 24/-26.5 DESIGN LOAD T A r .000 • t. 005 1! G GILV, nLa "now SRACKO. wWlo• N, w•.fw w 0000 - S.00T DRAWN BY: SIAM DATE: 4/18/00 SCALE: NTS DWG. ATTACN[D wM (1) /I L•i/S' fM[LTH[iK tcJ1DRf. s irr T.wwf nwl.nv. R wlWNera, a/ f r./1 Oe9nN tT/z CHECKED BY: M+ru DATE: 4/18/00SHEET t OF 1 SIZE L1 s Win Wcuft"T". % r / TAB ABM r - Unw. SIetU OMwwlr• 0 Pro)ec4on OM[NSIOW AK wwrA+tsr DWG, NO,: 102133 REV. N0. t 0 x o.. ypnfl OFcxtNAnON' Thermo-Tru In -Swing Door Wood %torD@4 System ydxryyl161 MERAII NOUINAI SIM Single uP to 34 x eb w/wo sidn'trs Double up to 8'4 x 8'0 w/wo sid.4!05 rw r a: R_noNc X. Ox, xO. OX0. xX, OXXO f..-NFRu DFervaamoN• The hsod and side jambs on Frog«pint One meosurinq a min. 4-9/16- with a "/2- robbeted stop. J/fe• TAPCON YirEANCHOR7 1/2' ORNALL 1 i 2 AmaMG tr—t.- IL4501tR1' I" 1 I» e, .. e r 2-1/2' . W W4ED tEAO .tAMa e e.T y , I/Y LWtTWALL r 2x Itt1Ot v a Jf 1 x 2 FWIING .4 .• DF91CN PRESSURE RATING: Single Positive 67.0 PSF Negative 67,0 PSF Single with Sidelites Positive 60.0 PSF Negotive 60.0 PSF Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF t4Ax is' Mc. ITW" .— i 3/16- TAPCON W ANCHOR ELCO TAPCON Of' EOWV. 1/2' CRYWALL 1 x 2 FIRRING F 4ASONRT LMfL DOiEtO ) J/1 6' TAPCON R S.. net. 2) 6, 1A WCAD .i.ANe 10 fx SUB—eucx 1/2* OR/WAU x euc+t J'JTEWB 233 LB. SWEAR RATING) 3/1s' TAPCON.2) t1 s J. V r PFW ws 4 EVERCR JEYTARM TAPCVNANCHOR 3' LIAX, jITTP'E SHIN SPACE I/4' WIN. ENS A r[xnrx SWE 1AM8 A 1 ram APACE i TO Ill ue-DUCK r m ., Lrm NOtE'. 1, This system has been evaluated tar we in loeoNons cohering to the Fbrida BuiiSmg Code s 2 T WE+1,CM. SIX JAMS and whys Pressure requirements as determined by ASCE 7 Minimum Deign Loads for Buildings m ,/•• MI4Oa d the dsp pressure ratings listeO heroin. SandOthertructures do not exceed e n 2. For installations where the sub -buck is is" than 1-1/2' (FBC section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4.1 and 1707.4.4.2) Topaon type concrete anchors must be used and the length must be such that a minimum 1-1/4' sngagen nt of the Topeon into the masonry wall is obtained. r I , a,3.66,.3tu, 04M 4/3/02 SCALE' N.T.S. DWG &P, W.L.N. Crot, 9f. R.W. 1-11%, AM¢T 1 W 1 MOM I)PSIONAMON, Thermo—Tru Out —Swing Door Wow llramss System O.C. 39N PRESSURE RATING: Positive 67.0 FOSF Negative 67.0 PiFAWIMLIMQVVtALLNOMINALSI?F' S4VJ# up to V4 x B'O W/wo sidallos ungle Negative 60.0 p3rSinglewithSidefiles, Posiove $0.0 PSF (XDoubtsupto $'4 Ir 8'0 o/wo sidolit" Negative 47.0 PSF a7 )ouble w/wo Sidelites Positive 47.0 PSF 0.0ONFICURATIONSX. Ox. X0. OX0. )Cr, OXXO LI) — IIT CM61AL DESCRIPTION.' The hood and aide jambs, am C) rMV-1)Vint P;A* ZO" O, measuring 0 min, "/16* with a 1/2* ra"*tod SIOP MASONRY LINTEL o 3116 TAPCON I 't 0ARVIC rrn ANCHOR 18' O.C. MASONRY LINTEL 0.4IV ALL 1 x 2 FIRRINC ka r13ORYOVALL •• LU 3116, 1 PCON rYPC ANCHOR IX 16' TAPCON TlrpE ANCHOR .25M,4X hi SHOW SPACE gi WERJOREBBL TYPE DUCK P II HEM JAMB a ws CONCRETE MASONRY BLOCK .25- MAX. SHIM SPACE t.25' All". 1: Wit J I i ham. gf '* 3118' TAPCON EXTERIORt7TYPEANCHOR f. Affl-: 0 ELCO TAPCON OR EQUAL 3116' TAPCON LJ1.1s, Amtt EMS. LB. SSHEARFATINC) TYPE ANCHOR 25* MAX. SNW SPACE t'TN OZI za TN INITTRIOR, WS N C-SINK 2 FIRRINC INTERIOR VEXTrAL SIDE JAMB Ix BLOCK TO Ix SUB —BUCK 1. This system has been evaluated for use in AoCcltiowS adhering to the norido Building Code OL Tl' 71 Is' AIW. C—SWK DRYWIILL 2x BUCK VERTICAL SLOE 4WO To ZX SUS —BLOCK and when pressure requirements as dotorminoo by ASCE 7 Minimum Design Loods I" Buildings and Other Structures do not exceed the design pnOuro ratings listed heroin. 2. For installations whore the sub —buck he Jon Wn 1-712* (FOC Section 1707.4,4 Anchorage Methods and sub —sections 1707.4.4.1 and 1707.4.4.2) Tapcon type concrete anchors must be used and the D64TE, 4/3/02 SCALE: N.T.S. length must be such that a minimum 1-114' engagement of the Topc&m into the masonry wall is obtained. DRAw1HO NO.: when using a IX sub —buck a 6-9/16' jamb is required to allow for min. edge spacing for Toocon type anchor$ 1(1AEL DESIGNATION: Thermo -Au In -Swing / Ott -Swing Door Wood Frames System DESIGN PRESSURE RATING: LJAQaMUM OVERALL NOMINAL SITE Singk up to 5'4 x 8'O ,./wo sideGtes Single Positive 67.0 PSF Negative 67.0 PSF Double up to 84 x 8'0 w/wo sidelites Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF j,SAA E CONFIGURATIONS.- X. OX, XO, OXO• XX, DXXD Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF Calf", OESf,$IPTlaw The hood and side jambs are fingerjoint pine measuring a min. 4-9/tE• with a 1/2• robboted stop. DOUBLE 2X sa• so- W ( HEADEB 1/s' oarww. sa,fwnenc b ' G ' e 2. NEADER S V STUD e 2X JACK STUD h PM ws tee ,Ny9 2.a Yf>i:81011 r swPfW/WS I IS•leN. . c-Seel 411tATH" v 2s• Iwc SM" SPACE 0 vV"" Sof tAwe d r SINGS0OR Ro• I L I1 a• SINGI F OR DOUBi F DOOR WITH SIDELRES This system nos been evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildi.I;$ and Other Structure do not exceed the design pressure ratings listed herein. w z 0to 0co z1 oop u) O e a N A e e a' x 1 W c 9 W W V1 Lu O OO In 3 U U OZ0 VI T 3 1 2e13. 1e4.3e31 CAM 4/3/D2 SCALE; xT.S DWG. 9Y: w.L.x cwc or A.w. DRAWING N0: i- 02202 wrn I or THERMA oTRU® FIBER CtASStC/'SlWOOTH STAR• #NSW W0 8.8 SINGLE AND DOUBLE Wier WMUTSIDWIM V SULATED f083GLA S DOOR WITH WOOD FRAMES. 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR M4WI-DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TD TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT DOES N07 MEET THE WATER REQUIREMENTS FOR MIAMI-f11DE COUNTY. 6. MfAMI-OADE APPROVED IMPACT RESISTANT SHUTTERS ARE R OU(RED FiTR SIDELITES ONLY. 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Face sheets: Fiberglass ovg, min. yield strength Fy(mim)>6,000 psiSmootAStor - 0.070' minimum skin thickness FberClgssic - 0.110' minimum skin thickness Cnre design: Polyurethone foam core. with 1.9 tbs. density by BASF. The po el skin is constructed from o 0.070' thk. sheetmolding compound (SNC,. The interior cority is filed with 1.9 lbs. density BASF pohwethone foom. The panel face sleets ore glued to thewoodstiesandfnb. T#K LVL latch stile s reinforced with wood lock blockmeosur275x14.0 long of the strive and deodba8 location. The hinge at8e s Fng Joinled Pine and the top and bottom roil ore of o woodtompoa8emotsnal. In the double door oppikotion the inoctivB door a fitted with an extruded aluminum astragol (Wind JwO f I1) of 6063-T6 alley. The from is constrwied tom rr qer jointed pine. The er er Janes the side iambs with (3) 169a 1%Z crown x 2 longalopksofsuchside. The mullions ore secured together in a sidefite application using %8 z 2" long PFH Wood Screws (6) saaws per eoch muffion. The units use on bwwirq Saddle threshold meoswwq 5.75' x 1,548'. The sidefitegpwtneIs are sandwich gb'ed 0 two p ecB pp p aq dY pipt)) k caulked twith he sWcom TTheoW Weare (hold Iogetilsr w th o /8 x 1 f/2 long Pkwcrsw. TABLE OF CONTENTS DESCRIPTION TYPICAL ELEVATIONS & GENERAL NOTES VERTICALCROSSSECTIONS NHORIZONTALCROSSSECTIONSHORIZONTAL CROSS SECTIONS do NOTES A CHO INC LOCATIONSk aANCHORINGLOCATIONS kGLAZINGDETAILSUNITCOMPONENTSB BILL OF MATERIALS & &UNIT COMPONENTS 37. 5" MAX. OVERALL WIDTH 36" MAX. PANEL WIDTH w xW W x 4 O J o: o t3 0 OO X O in e N N rn of ^ cfNGL WSWING UN(T 74. 5' MAX. OVERALL FRAME WIDTH 36. 625' MAX. PANEL WIDTH I W ASTRAGAL cza 2 w zago tL0 X go DOUBLE INSWING UNIT DESIGN PRESSURE RATING UNIT TYPE WA IL RATION WHRERINREUIREMENTISNOTNEEDSSINGLE 67.0 PSF - 67.0 PSF DOUBLE 55.0 PSF - 55.0 PSF L WITH SIOELIT£ 55.0 PSF 55.0 PSF 105. 5 MAX. VVLRALL rKAML wiUrn 36. 625' MAX. 15.5' MAX. PANEL /ASTRAGALFRAME WIDTH O 13. 75' MAX. Cr C'J WIDTH o o CO tL OM 7. 125" MAX. O D. L.O. WIDTH U O , O O o V: 100na o' o ZZu1 nxZZOFInJQUAL H m DOUBLE W/SIDELITES INSWING UNR ALL MODEL 68.5' MAX. OVERALL WIDTH 6U'Soayl 36" MAX. 15.5" MAX. Y oARE FROMR 1 PANEL WIDTH FRAME WIDTH & 3 jt 3.75' MAX. WIDTH m 7. 125' MAX. D. L.O. WIDTH w ! 2 O 0 A a W Q O 513. 554.3631 Js aL13YICy1 L N.T.S. a+ s. er: TJH T1ytpf® p y 17 1[ {/{w+.p xIIIIIIII w(yr{y cwx Mr., RW S- 2151 Aa % l''t % 1 or 8 MASTER FR.T; ru O 0D EXTER 1.68' ANN. PANEL THK. I QSS SECTION 2 DOOR PANEL c6 ti 29 42 N 33 O a 43 34 SEE NOTE 5 SHT. 4 uix 41 SEE NOTE 1 SHT. 4 Ed z 5' MIN. GLASS THK. INTERIOEMRIO to 25 O FOAM CASKET & kn SILICONE CAP BEAD 1.68' MIN. PANEL THK. 42 o — a Ip10MWL0222-T 71l.0 m mww moal LK SEE NOTE 5 SHT. 4 JYAU, r-kt-- 6 U>j PEE 0 00 C) 00 00-0ZCC O o 0 Lj0 C3 0 0 Luco :ciE0. 1 y =01= L== n-28 1001 ." 112' = 1' on. of; TJH icmL sy. RW JLFLOTWU r.m; 2 o, 13 7-rt-1 SEE NOTE 2 SHT. 4 n INACTIVE Y 3 J e Z ASTRAGAL RjTAJN31 a BOLT 8.0 do BOTTOM (2) BOLTS IN7 I R AT TOP do (2) AT BOTTOM 1 V O ASTRAGAL 1.IS' MIN. EMB. EK HL4R 25' MAX. SHIM FOAM CASKET & I .15' MIN. SILICONE CAP BEADC—SINK EE NOTE 34 43 5 SHT. 4 33 25 1 13 p ..0.r7 2 T 36 6 u g 29 *10 E' 41 a. 17 ` a SE NOTE 1 16 35 SHT. 4 1NiER10R HOR17()NTAJ CROSS SEC3 3 O SIDELITE TO BUCK ACTIVE r _ _ 7 SHT. 4 2 HORIZONTAL CROSSN 3 O HINGE JAMB TO SIDEUTE FOAM GASKET do SILICONE CAP BEAD NOTE 1 4 N oco Co RLn 2 SO MQL`'oOjcoO co a V YV ou= a115ULTANTS. INC 813.664.3831 e D8/10 O1 4e1/2' - 1' a. er TJH c. er RW WN C NO.: S-2157 m 3 or 8 1 4 LATCH IAMB TO BUCK. NOTES: 1. SPACING FOR ITEM NO. 41 (LITE FRAME SCREWS) IS ASFOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES; 5.5 16.5', 27.5' 38.375', 49.375' 8 60.375" HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125' IN FROM EACH CORNER. 2. SPACING FOR ITEM NO. 27 (18 It 1' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE U44CTIVE DOOR IS AS FOLLOWS. FROM THE TOP DOWN 17. 37, 5', 18.25 40.5', 59.25. 74.25, 76.25' & 76.25'. 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH3) 16G4 x 112' CROWN x 2' STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH2) 16Gk x 112' CROWN x 2.5' STAPLES AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) ITEMNO. 43 (18 x 2' PFH. WOOD SCREW). THERE ARE (4) ATEACHVERTICALJAMB, FROM THE TOP DOWN AT 13.5" 31'. 48.5" 66. THERE ARE (2) AT THE HEADER AT 4" INFROMTHEOUTSIDECORNERSOFTHEFRAMETHEREARE 2) AT THE SILL. 4' IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR ITEM NO. 43 (18 It 2' SCREW) SECURINGTHEMULLIONSTOGETHERISTHESAMEASTHEPERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UPFROMTHEBOTTOMWITH (4) MORE SPACED AT 13.7' O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE ITEM NO. 12 (110 x 2' SCREW), WHEN ATTACHINGTHEHINGETOTHEJAMBANDTHESIDELITEATTHE MULLION USE ITEM NO. 37 (110 x 1 314' SCREW). zY W a FOAM GASKET & SILICONE CAP BEAD 7.13 MIN. EMBED. ° C-SINKMIN. ' 8Y1 7 0•. Ip w to a f0 EXTERIOR INT RIOR 4 •, ,• . 10 6 26 9 2 HORIZONTAL CROSS SECTIO .25 MAX. 4 HINGE JAMB TO BUCK, SHIM SPACE SEE NOTE 5 SHT. 4 z v Li411WLdoz SEE NOTE 1 ^ a SHT. 4 SEE NOTE 6 SHT. 4 SEE NOTE 7 SHT. 4 u are T `' ibAl bz 3D 3 1 i a 3f INTER/0R }8 3 H I R 4 ® STRIKE JAMB TO SIDELITE r1,'r ir`';l ;.:) ItS !-\ I l; 1\jL'1 . G YLASTIVEAERL O>_ N Lip2 SO'n tl') Ow0 2R Nm a 813.584.3831 I .: RW Nc x0.: S-2151 1 4 of 1 SEE DETAIL 'F' SHT. 5 B 6' 6 6' 6" 6" 6" 3 -{ 3" t3' 3' f- 3" I If i I II13 11 1 13 TYP. _ 3 SEE NOTE TYP. SEE DETAIL TYP. 3 SHT. 4 SEE NOTE F' SHT, 5 SEE DETAIL 6 SHT. 4 SHT. 5 SEE DETAIL SEE NOTE TYP. 13 G" SHT. 5 6 SHT. a CTYP. SEE DETAIL 13 SEE NOTE H" SHT. 5 D. 4 SHT. 4 ID" 14 14 is 14 TYP In SEE DETAIL_ G" SHT. 5 6. 6 r SEE NOTEE 43 I I_ n Typ I ' BJJ 1 I 11 r 6v' 6' —7r1 3' 6 6 3'--t 3" 3" _ 3' 6" 6 6 IDELI E&TpAL FL® A B•O.A-Fo SINGLE DOOR DQUAIr DOOR UFACTu N 'g Tr`-' op MASTER FHEDIgA0.357' BOLT DEEP ENOUGH FOR A 2" 13 BOLT THROW TT 10 0 13 I13 10 u m 10 DfTA fL 'F' DETAIL "H ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL "E" STRIKE PLATE rTON FEE DETAIL "G" AT THE THRESHOLD SEE NOTE 4 SHT. 4 W n co uPcn0 o= Irg0U1CVju.) OWo I Ojco3co r\ ILf a w &UlLwhoc MUN-TANTS, uic E13,684.W31 f 08 f 0 O1 ut N.T.S. r. BY: TJH er, RW eac NO-' 5-2757 EET 5 Of 8 N N m SEE DETAI E' SHT. TYP. 5 CENTRAL FL - iDA MA, NUFAC TIURER o SEE DETAIL SHT. 5 .... _.. _ .----.........._. -- ASTlit' FME # l _ 6 3' E.- 6' 3 -H 36" 63 ~ 3 6" —I 3" 1 I I II-_ SEE NOTE - - 13 - TYP. 3 SHT. 4 SEE NOTE T p. SEE DETAIL tn 3 SHT. 4 - SEE NOTE - 6 SHT. 4 F' SHT. 5 - o O U 13 ' 4a Typ'SEE DETAIL - - G' SHT. 5 _ - SEE DETAIL L SEE DETAIL TYP, ' 'E' SHT. 5 H' SHT. 5 Lo TYP. 13 - SEE DETAIL 'K' 'K' TYP. -mt.— SEE NOTE 'G' SHT. 5- 4 SHT. 4 - IH7TYP. f 14 TYP. 'M" TYP 3' 3' 6 6: 6" 6' 6' 3- SEE NOTE 366' 6' _ 14 4 SHT. 4 f - 4- 3' 3 TYP. DOUBLE DOOR SINGLE DOOR W/SIDELITES 453' GLASS BETE 463' CLASS SITE 32 40 1 33 32 o 25 CLAS57EMPERED 60jf 14& 25 1/8" TEMPERED GLASS 0; 25' AIR 25' AIR 0... SPACE D. 0lliSIE SPACE 0: 0 0 O Q''Y i 1/8' TEMPERED z 1/8" TEMPERED GLASS Ln mo GLASS 36 i Y 41„ m SEE NOTE 6 1 SHT. 4_°a25' STEfI OTE1 .25" STEEL INTERCEPT INTERCEPT SHT. 4 SPACER SPACER 5" SULATED GLASS W/ S' fNSULATED GLASS WL TC UTINE Tr GLA71NG DETAIL arc LITE FRAME GLAZING DETAIL 0> F N D t0 0L0co o t35OLou) QDomo i-• O j O xw a YY suaDINC NYSMTANTS, ANC 613. 664—WI L. 08 10 01 iL N,T.S. z er TJH er: RW wwc No.: S- 2157 aT 6 of 8 25 CLAS57EMPERED 60jf 14& 25 1/8" TEMPERED GLASS 0; 25' AIR 25' AIR 0... SPACE D. 0lliSIE SPACE 0: 0 0 O Q''Y i 1/8' TEMPERED z 1/8" TEMPERED GLASS Ln mo GLASS 36 i Y 41„ m SEE NOTE 6 1 SHT. 4_°a25' STEfI OTE1 .25" STEEL INTERCEPT INTERCEPT SHT. 4 SPACER SPACER 5" SULATED GLASS W/ S' fNSULATED GLASS WL TC UTINE Tr GLA71NG DETAIL arc LITE FRAME GLAZING DETAIL 0> F N D t0 0L0co o t35OLo u) QDomo i-• O j O xw a YY suaDINC NYSMTANTS, ANC 613. 664—WI L. 08 10 01 iL N,T.S. z er TJH er: RW wwc No.: S- 2157 aT 6 of 8 0> F N D t0 0L0co o t35OLou) QDomo i-• O j O xw a YY suaDINC NYSMTANTS, ANC 613. 664—WI L. 08 10 01 iL N,T.S. z er TJH er: RW wwc No.: S- 2157 aT 6 of 8 44. 563" f. 063" r q 11Ep 2 2 n 3 WOOD FRAME FINGER JOINTED PONDEROSA PINE 0 0 ni A F - . 097' Pt ASTICLIP I ITF FRAME EXTRUDED M F 6912.14t i I r n b L INSWING SIDELITE 15 BOTTOM BOOT 0. 09" EXTRUDED VINYL WALL 0 0 0 0 ID t-- I.077-- j c tffT1W - 1. 531 " --- 42 SIAFIITF TAP & BOTTOM RAIL FINGER JOINTED PONDEROSA PINE_ O f) lf 3 JliL' i: 7T _...._ 713'_-- ea O co 1. 077" { n p = O O 36 526" maj o"o 1- 3 Q 0 SIDEI RF PLANK SIDE STILE 2.713' FINGER JOINTED PONDEROS4 PINE fx co _ WTCMrMERMA-TRI IS POLYPROPLENE) OPI ncnC LIP LITE FRAME EXTRUDED TCM to a r- — N m f-- 7.531"—i O FC, TOP RAIL WOOD COMPOSITE 1t. 264" O `+ 1 N ^ h N O 1 oa TT C, O O E— t.s31"—I FC. WOOD HINGE SIDE_ s E 5. 75" T t-TO4- 1.531 " - 4 FC BOTTOM RAIL CFI F ADJUSTING SADDI 7HR HOD 19 WOODCOMPOSITEALUMINIM/VINYA .045' WALL PLUM. 080' THK. WALL VINYL TYP. I— i.$31" N L a rn . SS BOTTOM RAIL t) WOOD COMPOSITE v? 2. 375" --{ T 1 T_ o J i 30 WOOD LOCK BLOCK FINGER JOINTED PONDEROSA PINE El 913. 15M.31531 L 08 10 0' us N.T.S U. VT: TJH K. er. RW rent lu: S- 2t51 I> 7 7 or 8 r 1 0 rMUCASSIC DOOR SKIN A 70' MN, flNL FIROX ASS BY THERW-TRU wAh OeAd dm4th F mil 6,000 Psi FIBERGLASS 2 Ft TOP RAIL 1. 1 x .94 -TRU WDOD COHPO5fIE W000 FC (Aft1I 7RU W00D C01I'0517E I.531 x '" WDOD MUPOSTTE 4 PC - POh0O M RC 1.531 I .109 WOOD 5 rL BDT= I.S31 : I25 1HEi0N-TRU 11000 COYP050E w000 L 1E 6 POLYUREIMNL t-VAM 1.9lbs. DENS FOAM 7 SNORT REACH WATHERSIM (TNgMnW--1 FOAM 8 LONG REACH COMPRESSION WEATHUUI P (INEW-Imul FOAM 9 4 x 4 HINGE .097 THK. RMA-1RU STEEL 16 1110x 4 . PFH WOOD SCREW Io Frwne 11 IS& IM RQ WI 194 INMR-M WOWcmrm WODO C wwr 1 f 10 x 2 LQ. PFH SCREW 8 x 1 G. PFH WOOD SCREW STEEL STEEL 14 3 16 TAPCON ANCHOR (ELC 2.0 MIN. LC. STEEL 15 D L BOTTOMM BOOT .090 DMUDED VINYL AN L 16 2x INNER WOOD BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL WOOD 18 19 KWIKSET MAN 700 SERIES PASSAGE LOCK spir AIUUSTNO SAD01E ALUM. OD 20 x 1, - WOOD 21 x - AQQD- 22 I I -11N I'll ff2WL- 23 KWIK ET TITAN 700 IES DEADSOLT 24 25 RA(,AL WN06 MBER 11 W 68T .052 WALL IGLAZING. 112-INSULATED TEMPERED GLASS UM. 6063-T6 GLASS 2 SS S1AE -IRU PONDEROSA FNi 1.1 x 1.SJI 7 8 8 x 1 LG, PANHEAD SHEET METAL SCREW 06WW DOOR BOTTOM SWEEP STEEL NYL 29 WOOD 30 31 FC WOOD I= &M 2375 11.515 PONI[XIM WOW UWE I.I&Vl1531 WOOD WOOD COMPCSRE ULAR GLAZING APE STIK-9 TAPE)- LITE fRAME 8i5. RW-TRU STS 4 35 frem pow-TRIAM 563 x 725 BLANK J41B -iRU J'OIDEI SA PINE 00 AL SIDBDE SAE 21f -11LU t 531 I .656 POICfR054 PNE WOOD 7 1 x 1.34 LG, PFH W000 SCREW STEEL 38 SS IDP RIA -ITN mm WOOD COMPOSITE 9 NOT USED 4 SILICON CAU K SIUCONE 41 8-1 x 1 1 PLASCREW FOR REM 34 STEEL 5M 70P L11 WOOD42 43 118 x 2 I.C. PFH WOOD SCREW 5T E 1, 531' r a38 n SS. TOP RAIL WOOD COMPOSITE 1. 316' 6> 592" .579' 1.531" F N F 1-- i,316' O I O v7 o °Q aOX74¢ o 179 a c0 uJ-u-) L 0.175" h- 26 " COMfjLY ON WEATHERSTRIPco BY iHERMA-TRU tD 4 H ON i}I IP FOAM CELL CORE W/VINYL JACKET SS WOOD HINGE SIDE STIL FOAM CELL CORE W NYL JACKET 3' in N DRILL TRU FOR 357" DIA. ASTRAGAL DRILL TRU FOR A IB RETAINER BOLTS PFH WOOD SCREW 2PLCS WINDJAMBER II WR68T STRIKE PLALF 31 -- 1.537" SS LATCH anF n F COMPOSITE Imo{ ASTRA A MATERIAL: C/R OMA doYELLOWC4ASTRAGAL HAS n (2) 8.0" N BOLTS O BOTTOM r (2) 8.0- 1 BOLTS O TOP 1. 767" WINDJAMBER It WR69T 24 ASTRAGAL ( ALUMINUM 059WALL TYP.) O bi Ad kZ U! 1- aw U pN 0. yD0. m pL) t m 513.684. 3631 rr: TJH sr: RW nG uo: S-2151 H or I: JL44-2t-2002 09=52 MILESTONE WINDOWS 4e'7 323 9729 P.02 ^ Fbdda D riffs June 21, 2002 Alan Plante, Chief Plans Examiner Orange County Building Division Administration Building, 1st Floor 201 South Rosalind Avenue P.O. Box 2867 Orlando, FL 32802-2687 407) 836- 5760 RE: Florida Extruders Fenestration MasterFile Update Mr. Plante, This letter updates and clarifies nomenclature regarding buck thicknesses mentioned on Florida Extruder Window, Door and Mullion installation drawings contained in the Orange County Fenestration Masterfile. Based upon the discussions at the Mid -Florida Home Builders Association's meeting at their offices on June 19, 2002, this letter was the agreed upon procedure for manufacturers to clarify the issue of "1X Buck" thickness nomenclature used on installation drawings. Builders/Installers when pulling permits For Florida Extruders windows will have to include this letter with the installation details. Florida Extruders requests the Orange County Building Division to file this letter against the Masterfile Numbers and Installation Drawings identified on the attached listing. Based upon a review of the signed and sealed engineering produced by Lildon Engineering Company for the methodology used in the development of Florida Extruder's Window, Door and Mullion Installation drawings, the thickness of the buck in non-structural applications (i.e., buck thickness less than 1 1h") does not influence the lateral resistance capacity of the concrete screw (i.e. Tapcon). Therefore, buck thicknesses less than 1 'h" are acceptable as non-structural attachments when the window, door or mullion is installed using a 3/16" concrete screw with a minimum embedment on 1 'k". Concrete Masonry Units should have a wall thickness of 1 Y4" and a precast sill's thickness will exceed 1 */a". The drawings clearly delineate the requirement that a minimum embedment depth of 1 'A' must be maintained by the installer. It is up to -the installer to use the appropriate length concrete screw so as to maintain the required minimum embedment on 1 '/&'_ Therefore, for Florida Extruder installation drawings where a non- structural buck is used, nomenclature such as '-1X buck by others" or similar statements shall be construed to mean that a buck thickness of less than 1 1/2" is acceptable. The definition of a non-structural buck is based on Section 1707.4-4.2 of the Florida Building Code. 2540 3ewett Lan#,Sanlard, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337 T _A I I - - I .-6----- non I O & Tr - T r -sn T" I. TUN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P.03 The attached table lists all Florida Extruder drawings in the Orange CountyFenestrationMasterfileaffectedbythisengineeringstatement. Any questionsshouldbeaddressedtotheundersigned. Thank you. Regards, Robert J. Amoruso, PE rameruso-c)e— Roridaexzruders com Florida PE License No. 49752 Florida Extruders Intemational, Inc - Certificate of Authorization No. 9235 Cc: Earl Moore/FEI File PE Sealing Statement: The letter was signed and sealed with an impression seal as required by Section 61G15-23.001, F.A.C. A rubber stamp seal was also applied to faolitate reproduction for Orange County building Division Masterfile scanning. Flip: zooz-ant; a w-oa9 tttN111UlIIII/ ApW I I F/ O,qGEp-! F 1 4 ' TA L •.i 3a Z 254030wett Lane, Sanford, Pl. 327Y1-1600 • (407) 323-3304 • Fax (4a7) 322-3337 2 Z, Universal Forest Products` Shoffner LLC Re: 53906899 Centex Homes Orlando 1928 B&C Roof The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc. under my direct supervision. Pages or sheets covered by this seal include the following: 53906899 131-11 53906899 CA 53906899 H1 53906899 HIIA 53906899 H1B 53906899 H1C 53906899 H1D 53906899 H1E 53906899 H1F 53906899 T1 53906899 CJ2 53906899 GE2 53906899 T2 53906899 CJ3 53906899 GE3 53906899 EJ4 53906899 EJ4A 53906899 HJ4 53906899 CJ5 53906899 EJ7 53906899 HJ7 Loading (psf) TCLL 20 TCDL 10 BCLL 0 BCDL 10 Wind: ASCE 7-98 per FBC2001; 110 mph; h = 15 ft; TCDL = 6.0 psf; BCDL = 6.0 psf; occupancy category II; exposure B; enclosed My license renewal date for the state of Florida is February 28, 2005 92003 Jo . Presley License # 886 The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component(s) listed and attached. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec. 2. Eastern Division 9631 South NC 62 Burlington, NC 27215 Tel: (336) 226 9356 Fijv (336) 476 9146 Job, Truss Truss Type I Qty Ply Centex-Orlando/1928-B & Clsk/4-17-3 , 53906899 BH1 COMMON 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:110:30 2003 Page 1 0 7.8-11 13 B-1 20.0-0 26-3-15 32-3-5 40-0-0 4100I — — ----I -I — I — -- — -f---i 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 . I 5.00 12 5x6 = 1 tg oxi — u T S R Q P Q 3x7 = 3x6 = 3x8 = 3x8 = 5x8 = 3x8 = L 4.0-0 i 10-3-14 1 21-4.0 27-4-0 F29.8-21 40-0-0 i4-0-0 6-3.14 11-0-2 6-0-0 2-4-2 10-3-14 Plate Offsets &YJ_jK:0-4-0,0 3-0), [P:0-4-OLO-3-0J J LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 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 >529 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.04 R n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/dell - 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.1 'Except' 1 Row at midpt F-H B2 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt I-R OTHERS 2 X 4 SYP No.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--178(load case 5) Max UpliftB--285(load case 4), M--175(load case 2), R--688(load case 5), Q--81(load case 1) Max Grav B-1112(load case 1), M-382(load case 7), R-3521(load case 1), Q-18(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-8-22, B-C--2144, C-D--880, D-G--785, G-1-1289, I-Km1467, K-L-506, L-M-242, M-N-22, C-E--1071, E-F--572, F-H--670, H-J--27BOTCHORDB-U=1913, T-U-1868, S-T-649, R-S-649, Q-R--749, P-Q--749, O-P--749, M-O--130 WEBS D-E--298, E-T--910, F-T-1220, F-G-1405, K-0-678, L-0--435, I-J--1408, J-R--1362, G-H--1389, H-R--2157, K-R••-780, C-U-294 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFFIS gable end zone; cantilever left and right exposed ; and 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 ponding. 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, 175 lb uplift at joint M, 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 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 10) Truss shall be fabricated per ANSI/TP1 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: B-U--20.0, R-U--40.0, M-R--20.0, A-C--60.0, C-1--60.0, I-N--60.0, C-J--60.0 Concentrated Loads (lb) Vert: U--214.0 4 7E ED it I ANFORD Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899BH1 Job. Truss Truss Type Qty Ply Centex-Orlando/1928-B & C/jsk/4-17-3 53906899 CJ1 .JACK 4 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries,' Inc. Tue Apr 22 16:26:30 2003 Page 1 C Scale _ 1:4.: U4 = LOADING (psf) SPACING 2-0.0 CSI DEFL in loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) n/a n/a TL20 2451193 TCDL 10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.00 A >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 0.11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C--1 1 /Mechanical, B-138/0-8-0, Dm9/Mechanical Max Horz B-35(load case 4) Max UpliftC--13(load case 5), B=-89(load case 4) Max GravC-29(load case 4), B-138(load case 1), D-9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-Ce-28 GOT CHORD B-D=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed; MW FRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint C and 89 lb uplift at joint B. 3) Truss shall be fabricated per ANSUT'PI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing Indicated on this sheet is to reduce buckling of individual members only and 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ1 Job Truss Truss Type City Ply Centex-Orlando/1928-B & C/jsW4-17-3 53906899 H1 HIP TRUSS 1 1 Job Reference_(o titional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:30 2003 Page 1 F-O-p_ 7-0-0 12 3-7 1 17-5-222.6-14_1 27-8-9 33.0.0 40-0-0 41_O10 1- 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 - 1:68. 704 M1118H= 5x6 = 5x6 = 7x6 = 5x6 = 7x10 M11i8H= 5. 00 12 c D E F O H I VJ1 1 V 1/ M Iy A -.'( 8 2 _ e Jib oV — -- 5x12 == R O P O N M L K 5x12 = 2x5 II 5x10 M1116H= 5x6 = 5x6 = 5x6 = 2x5 II 5x6 = 5x10 MII16H= 1 7-0-0 7112 12-3.7 17-5-2 22 6-14 27.8 9 32.10-4 33 0 40-0-0 7- 0-0 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 Offset X Y): BA 3 13,Edge]C:O-fi 8,0 3-8 F:0-4 00 4 Bj LH:0-3-OLO_4-Ol 1:0-3-13,Edge) DEFL in (loc) I/defl PLATES GRIP LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) 0.92 N-0 >512 TL20 245/193 TCDL10.0 Lumber Increase 1.25 BC 0.95 Ver1(TL) -1.54 N-O >306 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.28 1 n/a BCDL10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft - 240 Weight: 241 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D `Except' 'rap CHORD Sheathed. T3 2 X 6 SYP No.2, T2 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-6-1 oc bracing. BOTCHORD2X6SYPNo.1 'Except' B22X6SYP SS WEBS 2 X 4 SYP No.3 'Except' W1 2 X 4 SYP No.2, W1 2 X 4 SYP No.2 W1 2X4SYP No.2, W1 2X4SYP No.2 W12X4SYP No.2 REACTIONS ( lb/size) B=3290/ 0-8-0, 1-3290/0-8-0 Max Harz 8=-75(load case 5) Max UpliftB=-900(load case 3), I--950(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=26, B-C--7651, C-D--10313, D-E--11877, E-F--11858, F-G--11858, G-H--10317, H-1--7650, 1-J=26 BOT CHORD B-R=6973, Q-R-7010, P-Q-7010, 0-P-10310, N-O=11877, M-N-10315, L-M-7009, K-L-7009, 1-K=6973 WEBS C-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 roof live loads have been considered for this design. 2) Wind: ASCE 7.98 per FBC2001; 11Omph; 11-15ft; TCDL-6.Opsf; BCDL-6.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage topreventwaterponding. 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 1. 6) Girder carries hip endwith7-0-0 and setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 513.31b down and 181.21b up at 33-0-0, and 513.31b down and181.21b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 8) Truss shall be fabricated per ANSIITPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall buildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification ofthetrussdesigner. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1. 25, Plate Increase=1.25 Uniform Loads (plf) Vert: A- C=-60.0, C-H--125.0, H-J--60.0, B-R--20.0, K-R--41.7, I-K--20.0 Concentrated Loads (lb) Vert: R-- 513.3 K=- 513.3 1- Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & CRFDateReq:04/24/2003 Draw No:53906899H1 Job Truss Truss Type Qty Ply Centex-Orlando/1928-13 & C11sk/4-17-3 53906899 H1A HIP TRUSS 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:31 2003 Page 1 I -0-P 5-9-1 9.0,0 16-4.9 I 23-7-7 31-0-0 _ . _ , 34-2.15 , 40T0-0 41HO 0 1-0-0 5-9-1 3-2.15 7-4-9 7-2-13 7-4-9 3.2-15 5-9-1 1.0-0 Scale - 1 5x7 = 3x6 = 3x6 = 2x3 II 5x7 = 5.00 V2 D E F t3 H 2x3 w1 IV w1 W wiAl2— i J 3x7 = u r u N M 1. 3x6 = 3x10 M1116H = 3x6 = 3x6 = 3x10 MII16H= 3x6 = 30 = K I 9-1-12_ `, 16.4-9 23-7 7 30-10-4 40-0-0 9-1-12 7-2-13 7-2-13 7-2-13 9-1-12 Plate Offsets XY): (0:0-5-4,0-2-8 [H:0-5-4,0-2-8_ -- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIPTCLL20.0 Plates Increase 1,25 TC 0.67 Vert(LL) 0.35 N-0 >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.72 N-0 >658 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.18 J n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC ILL Min I/deft - 240 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 , TOP CHORD Sheathed or 2-8-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-6 oc bracing, WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-1653/0-8-0, J-1653/0-8-0 Max Horz B--90(load case 5) Max UpliftB--344(load case 2), J--344(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-3332, C-D--3135, D-E--4008, E-F--4008, F-G•.-4008, G-H--4008, H-1--3135, I-J--3332, J-K-22 BOT CHORD B-Q-2995, P-Q-2880, O-P-2880, N-0-4008, M-N-2880, L-M-2880, J-L-2995 WEBS D-Q-265, H-L-265, E-0--443, G-N--443, C-0--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; 11Omph; h-15ft; TCDL-6.0psf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 344 lb uplift at joint B and 344 lb uplift at joint J. 6) Truss shall be fabricated per ANSI/T'PI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated 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 truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to aspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part oftherevieworcertificationofthetrussdesigner. 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:53906899H1A Job, Tr Qty Ply Centex-Orlando/1928-B & CCgk/4-17-3 53906899 FIB HIP TRUSS 1 1 Job Reference (optional) Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:31 2003 Page 1 it`0-F 5-6-0 17-0-0 23-0-0 29-0.0 34-6-0 , 40-0-0 41-0 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 Scale. 1:68. 5z6 = 3x6 = 5z8 = 5z6 = 5.00 V2 D E F p i — 3.6 3zfi C w 2 W 1 H v l34 5 W4 W44 d fl1 I Jd / Io3z7 = O N M L K 30 2z3 II 5z8 = 3zfi = 5z6 = 2z3 II i 12-0-05-6-0 20-0.0I I 28-0.0 34-6.0 40_0-_f5-6-0 6-6-0 B-0-0 B-0-0 6.6-0 5-6-0 Plate Offsets_(X,Y): P,.0-3-0,0-2 4h F:0-4-0 0-3-0 G:0-3`0,0-2-4 L:0-4-0 0 3-0 LjN:0-4-0,0-3-0] PLATES GRIPLOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.26 M >999 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.73 Vert(TL) -0.54 M-N >871 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.18 1 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft - 240 Weight: 199 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-2-12 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-1653/0-8-0, 1-1653/0-8-0 Max Horz B-106(load case 4) Max UpliftB--317(load case 2), I--317(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-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-22BOTCHORDB-0-3067, N-0-3067, M-N-3277, L-M-3277, K-L-3067, I-K-3067 WEBS C-0-113. H-K-113, 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; 11Omph; 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. 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 I. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 B Job Truss Truss Oty Ply Centex-Orlando/1928-B & C/jsk/4-17-3 53906899 H1C COMMON 1 1 Job ReferenceLoptional) Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:32 2003 Page 1 1-0p_ 7.8 11 __ 13 0-0 27 0-0_ _^^^_.I 32-3-5 + 40-0 0 41HO 0 1-0-0 7-8-11 5-3-5 14.0.0 5-3-5 7-8-11 1-0-0 Scale . dI 0 5x6 = 2x3 II 5x6 = 3x6 = 3x6 = 3x8 = 3x6 = 3x6 = 10-3-14 20-0-0 I 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3.14 Plate Offsets {X,Y): [D_0-3-0,0-2-41,-,0-3-0 0-2_4l LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) -0.22 , L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -0.50 L-N >952 BCLL 0.0 Rep Stress Incr YES WE 0.24 Horz(TL) 0.15 H n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft - 240 Weight: 188 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-9-15 oc purlins, BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-3-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-1653/0-8-0, H-1653/0-8-0 Max Horz 8-122(load case 4) Max UpliftB--290(load case 2), H--290(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-8-22, B-C--3301, C-D--3027, F-G--3027, G-H--3301, H-1-22, D-E--2895, E-F--2895 BOT CHORD B-N-2948, M-N-2495, L-M-2495, K-L-2495, J-K-2495, H-J-2948 WEBS C-N--336, 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; I I Omph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 290 lb uplift at joint B and 290 lb uplift at joint H. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1C Job, Truss Truss Type Oty Ply Centex-Orlando/1928-B & C/jsk/4-17-3 53906899 H 1 D C 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:32 2003 Page 1 VO-P 7-8-11 15-0-0 I 25-0-0 f 32-3-5.40-0-0 411i0-10 1-0-0 7-8-11 7-3-5 10-0-0 7-3-5 7.6-11 1-0-0 Scale -1:68. 5x8 = 5x6 = 5.00 12 2x3 II D E F T3- 5x8 5x8 C i W 3 a 4 W T.4 B %- ' HdA- Ig30 = N M L K J 3x7 = 3x8 = 3x6 = 3x8 = 3x8 = 3x6 = 1 10-3-14 1 20.0-OTC 29.8-2 40-0-0 110-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets ff Y : C:0-4_0 0-3-0 , [D:0-3-00-2 4j, F:0-3_0,0-2-4], (G:0-4_000-a- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.65 Vert(LL) -0.20 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.48 H-J >979 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.15 H n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft - 240 Weight: 193 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-10 ocpurlins. 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: B-N. REACTIONS (lb/size) B-1653/0-8-0, H-1653/0-8-0 Max Horz B-138(load case 4) Max UpliftB--313(load case 4), H--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-Ea-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 roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 313 lb uplift at joint B and 313 lb uplift at joint H. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and 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 bustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 D Job Truss Truss Type Oty Ply Centex-Orlando/1928-B & C/jsk/4-17-3 53906899 H 1 E CO uI 1 1 Job ReferenceSoetional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:33 2003 Page 1 I -0-p 7-8-11 1-0-0 7-8-11 b 13.8-1 — 17d1-o 5-11-5 3-3-15 5.00 F12 5x6 = 3-0-0 26-3.15 _-t_ 32-3-5 6-0.0 3-3.15 5-11.5 5x6 = 7-8-1 1 1-0-0 Scale . 1:68.1 U N M L K _ 3x6 = 3x8 = 5x10 = 3x8 = 3x6 = 10-3-14 20-0-0 29-8-2 I 40-0-0 I10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets ff,Y): [D:0 4 0,0-3 0,[E:0-3 0,0 2 4[F 0 3 00-2_41 G:0 4-0,0.3 01 LOADING (psf) SPACING 2-0.0 CSI DEFL In (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) -0.20 M >999 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.49 I-K >972 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.15 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft - 240 Weight: 204lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-6 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 8-6-4 oc bracing: B-O. WEBS 1 Row at midpt D-M, G-M REACTIONS (lb/size) B-1653/0-8-0, 1-1653/0-8-0 Max Horz B--154(load case 5) Max UpliftB--333(load case 4), I--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-2422, L-M=2422, K-L-2422, I-K-2961 WEBS C-0--379, D-0=590, G-K-590, H-K--3791 E-M-557, F-M-557, D-Ma-633, G-M--633 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at joint B and 333 lb uplift at joint I. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 E Job Truss Truss Type Qty Ply Centex-Orlando/1928-B & C/jsk/4-17-3 53906899 H1F COMMON 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 0 2003 Mi fek Industries, Inc. Tue Apr 22 16:26:34 2003 Page 1 O P 7-$_11 13-8-1 19-0-0 +21=0 + 26-3.15 32 3=5 T 40-0-0 4-I!-op1-0-0 7-8-11 5-11-5 5-3-15 2-0-0 5-3-15 5-11-5 7-8.11 1-0-0 Scala - 1:68.15 5.00 12 5x6 = 5x6 = E F T3_ 5x8 - Yj \ 5x8 C i D 2x3 2x3 p o w wz w2 3 " 0 w yfA / 30 = O N M L K 3x7 = 3x6 = 3x8 = 502 = US = 3x6 = 1 10-3.14 —1 20-0.0 _— . 29-8-2 _I 40-0-0 —i10-3.14 9-8-2 9-8-2 10-3.14 Plate Offsets X,Y)_[D:0 4-0,0-3 0 [E:0 3 00-2 4],jF:O 3_0,0 2 A],LG:0-4-0,0_3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell 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) 0.15 1 n/aBCDL10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft - 240 Weight: 205 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 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-1653/0-8-0, 1-1653/0-8.0 Max Horz B-170(load case 4) Max UpliftB--352(load case 4), I--352(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3307, C-D--3025, D-E--2115, F-G--2115, G-H--3025, H-1--3307, I-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-Km-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; 11Omph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; and vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 352 lb uplift at joint B and 352 lb uplift at joint 1. 5) Truss shall be fabricated per ANSI/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 responsibilitforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationtheoftrussdesigner. 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:53906899H1 F Job Truss Truss Qty Ply Centex-Orlando11928-B & Cflsk/4.17-3 53906899 T1 COMMON 17 1 Job Reference o tional Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:34 2003 Page 1 0 7-8-11 , 13 8-1 20-0-0 1 26-3-15 f 32-3-5 I 40 0 0 4 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. 5.00 12 5x6 = E 5x6 - TY 5x6 D j F 2x3 2x3 c w W2 W2 3 4 TY i" a / w a1 __ tyyd30 - N M L K J 3x7= 3x6 = 3x6 = 3x6 = 3x6 = 3x6 10_3_14 --I 20-0-0 29.8.2 _I 40-0-0_—i10-3-14 9-8-2 9-6-2 10-3.14 Plate Offsets {X Y): jD:0-4 0,0-3 Oj' (F'0-4-0'0 3 0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.67 Vert(LL) -0.20 L >999 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.49 H-J >960BCLL0.0 Rep Stress Incr YES WB 0.4 HHorz(TL) 0.15 H n/aBCDL10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl — 240 Weight:.195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-11-5 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-L, F-L REACTIONS (lb/size) B-1653/0-8-0, H-1653/0-8-0 Max Horz B--178(load case 5) Max UpliftB--360(load case 4), H--360(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3306, C-D--3026, D-E--2113, E-F--2113, F-G=-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-1164, F-L--737, F-J-574, G-J--360 NOTES (4) 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 and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 360 lb uplift at joint B and 360 lb uplift at joint H. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and 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. 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 N0:53906899T1 Job. Truss Truss Type Qty Ply Centex-Orlando/1928-B & Cljsk/4-17-3 53906899 CJ2 JACK 2 1 Job Referencesoptional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:34 2003 Page 1 0 I -1-0-0 1-0-0 1-11-11 i Scale . 1:8. 5.00 12 j T1 J 81 A / E 3R4T 1-10.3 tr11-11 1.10.3 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) n/a n/a T120 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.02 Vert(TL) 0.01 A >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl - 240 Weight: 8 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.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) B-155/0-8-0, E-19/Mechanical, C-44/Mechanical Max Horz B-47(load case 5) Max UpliftB— 67(load case 4), C--44(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--30, C-D--4 BOT CHORD B-E-O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.Opsf; BCDL-6,0psf; occupancy category ll; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint B and 44 lb uplift at joint C. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet 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 for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard A ustomer No: 11045 Customer Name' CFNTFX NOMFR nRI AAlnn Chn., K1^ GInnnann Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ2 Job. Truss Truss Type City Ply Centex-OrlandoAO-S-B & Cfjsk/4-17-3 , 53906899 GE2 COMMON 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:35 2003 Page 1 11-0-04- _ 10-4-0- i_ 20-8-0 -- 1218 1-0-0 10-4-0 10-4-0 1-0-0 Scale . 1:36. 3x6 = 2x311 G 2011 F H 2x3 11 G I 2z 5. 00 12 E 2x3 II i / 2x3 II 0 is - T T 2x3112x311T1' I'] - STI T K T T T T L e M la 1. 3x5 = v U T J 3x5 = . 2x3 It2x3112x3II3x6 = 2x3 II 2x3 II 2x3 II 2x3 II 2x3 11 1- 7- 4-0 20-8-0 7-4 0 -- I 13-4- 0 Plate Offsets Q Y _[G_0-3-O,Edge] LOADING (psf) SPACING 2-0-0 TCLL 20. 0 Plates Increase 1.25 CSI TC 0. 33 DEFL in ( loc) I/defl Vert(LL) 0.08 V >999 PLATES GRIP TL20 245/ 193 TCDL 10.0 Lumber Increase 1.25 BC 0.37 Vert(TL) V BCLL 0. 0 Rep Stress Incr YES WB 0.07 0.12 > 680 Horz(TL) 0.00 L n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl - 240 Weight: 96 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD2X4SYPNo.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4SYPNo.3 REACTIONS (lb/ size) B-364/0-8-0, L-228/13-4-0, S--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 Max HorzB-100(load case 4) Max UpliftB-- I23(load case 4), L--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 GravB- 364(load case 1), L-228(load case 1), S-124(load case 4), T-639(load case 6), Q-124(load case 7), P=177(load case 1), 0-123(load case 7), N=254(load case 7) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--185, C-D--125, D-E--100, E-F--184, F-G--117, G-H--134, H-1--145, 1-J--142, J-K--151, K-L--159, L-M-21 BOT CHORDB-V-111. U-V-111. T-U-111, S-T-111, R-S-111. Q-R-111. P-Q=111. O-P-111. N-0-111, L-N-111 WEBS F-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; 11Omph; h-15ft; TCDL-6.Opsf; BCDL-6.0psf; 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. 3) Trussdesignedforwindloadsintheplaneofthetrussonly. 4) Gablestudsspacedat2-0-0 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 joint S, 224 lb uplift at joint T, 70 lb uplift at joint P, 47 lb uplift at joint 0 and 79 lb uplift at joint N. 6) TrussshallbefabricatedperANSI/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 sheetistoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandbracingpermanentrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer acceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the revieworcertificationofthetrussdesigner. LOAD CASE( S) Standard A 10 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899GE2 Job 53906899 Truss Truss Type Qty Ply Centex-Orlando/1928-8 & C/jsk/4-17-3 T2 " - 2 1 Job Reference Lptional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:35 2003 Page 1 1_0-0 7-2-13 10-4.0 , 13-5-3 19-10- 1-0-0 7-2-13 3-1-3 3-1-3 6-5-5 Scale - t 5x4 = axa II — Bx10 5x7 = 10-4-0 10-4-0 9-0-0 0-6-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) 0.05 B-G >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.13 B-G >999 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.02 F n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft - 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 ROT 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-111(load case 4) Max UpliftB--215(load case 4), F--137(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 BOT CHORD B-G=1179, F-G-1107 WEBS C-G--352, D-G-677, E-Ga-255 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.Opsf; BCDLa6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) 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 ANSIlTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to Job names and locations are for administrative purposes only and are not part oftherevieworcertificationofthetrussdesigner. 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:53906899T2 ouq 1 russ i russ i ype 53906899 CJ3 JAG 928-B & Cfjjsk/4-17-3 1I Job Reference (optional) 2003 MiTek Industries, Inc. Tue Apr 22 16:26:36 2003 Page 1 11 Ka - 2-10-3 2,11.11 2- 10-3 0-1-8 Scale . 1:7.1 LOADING ( psf) SPACING 2-0-0 CSI DEFL In (loc) I/defl PLATES GRIP TCLL20.0 Plates Increase 1.25 TC 0.10 Vert(LL) n/a - n/a TL20 245/193 TCDL10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.01 A >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/dell - 240 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-11-11 oc.purlins. BOTCHORD2X4SYPNo.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) C-57/Mechanical, B-204/0-8-0, D-26/Mechanical Max Horz B-63(load case 5) Max UpliftC--52(load case 5), B--80(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD A-B-22, B-Ca-43 BOT CHORD B-0s0 NOTES ( 3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.Opsf; BCD La6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantileverleftandrightexposed ; 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 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. 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ3 Job. Truss Truss Type Qty Ply Centex-Orlando/1928-13 & Crsk/4-17-3 53906899 GE3 Job Reference optional) Universal Forest Products,Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc Tue Apr 22 16:26:36 2003 Page 1 9-4-0 10.4-0 1-0-0 4-8-0 4-8-0 1.0-0 Scale . 1:18. 3x4 = 0 2x3 It /- 2x3 II E 5.00 12 STt STtfTt /` T1j F i" B1 12x3 11 H9mm2x3 II 3x4 = 3x4 = 1 8 i— 9-4-0 2-0-0 4-1.8 3-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.27 Vert(LL) 0.02 F-H >999 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.17 Vert(TL) -0.03 F-H >999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Florz(TL) 0.01 F n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl — 240 Weight: 36 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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--137(load case 4), F--121(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--562, C-D--452, D-E--448, E-F--553, F-G-21 BOT CHORD B-1®462, H-1-462, F-H=462 WEBS C-1-72, E-H-52 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; ha15ft; 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) 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 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899GE3 Job, Truss 'Truss Type City Ply Centex -Orlando/1928 B & C/jsk/4-17-3 53906899 EJ4 8 1 Job Reference_gptional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:36 2003 Page 1 i-1-0-0=0 4-0-0 e 1-0-0 4-0-0 Scale - 1:9. 5.00 f12 T1' 8 f I_3xa 3-10-8 4-0-Q 3-10-8 0.1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (too) Udell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.02 A >762 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 Well a 240 Weight: 14 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) Cm93/Mechanical, B-239/0-8-0, D-36/Mechanical Max Harz 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-Bo22, B-C-30 BOT CHORD B-Da0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.Opsf; BCD L®6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL®1.60 plate grip DOLa1.33. 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 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 for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard Customer No: 11045 CustnmPr Name- r.FNTFX HnRAFq OMI Alunn ch„„ Kl#%- 9:13nnconn Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899EJ4 Job. Truss Truss Type Oty Ply Centex-Orlando/1928-B & ClIsk/4-17-3 53906899 EJ4A JACK1 1 iton, NC 27215, Jeff Kerr 5.000 s age I_ 3ra = 3-10-8 1-0-0 Scale - 1 3- 10-8 0-1-8 LOADING ( psf) SPACING 2-0-0 CSI DEFT_ in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.18 Vert(LL) n/a n/a TL20 245/193 TCDL10.0 Lumber Increase 1.25 BC 0,06 Vert(TL) -0.01 A-C >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 B n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/dell a 240 Weight: 13 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0-0 oc purlins. BOTCHORD2X4SYPNo.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) Am144/0-8-0, B-108/Mechanical, Cm36/Mechanical Max Harz A-75(load case 5) Max UpliftA--20(load case 5), B=-76(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD A-B-36 BOT CHORD A-C=O NOTES ( 3) 1) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-15ft; TCDL-6.Opsf; BCDLa6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantileverleftandrightexposed ; end vertical left and right exposed;Lumber DOLA1.60 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(rPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does notreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899EJ4A Jobe Truss 53906899 HJ4 Universal Forest Products, 1 ,„_,_-1-5-0 1-5-0 L 8 Truss Type ENDJACK TRUSS. NC 27215, U4 = Qty Ply Centex-Orlando/1928-B & C/jsJ</4-17-3 , 1 1 Job Reference 9ptional) 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:37 2003 Page 5-7_2 5-7-2 c Scale . 1 3.54 12 T1 at D I 5-7-2 5-7-2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) 0.07 B-D >897 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.43 Vert(TL) 0.12 A >177 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 19 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-7-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B-212/0-11-5, D-202/Mechanical, C--17/Mechanical 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 rase 4) FORCES (lb) - First Load Case Only TOP CHORD A-E-18, B-E-18, B-C--5 BOT CHORD B-D-0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.Opsf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 lb uplift at joint B, 62 lb uplift at joint D and 90 lb uplift atjointC. 3) Truss shall be fabricated per ANSI/fPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no 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 (plf) Vert: A-E--60.0 Trapezoidal Loads (plf) Vert: B--6.8-to-D=-113.1 ustamer Nn: 11045 CimMmPr NnmA- rl=MTFY 14r%RAI`C nol NKInn ems,, K11— eenncer n v. VVJVVV.7JContractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899HJ4 Job, Truss Truss Type Qty Ply Centex -Orlando/1928-B & C/jsj /4-17-3 53906899 CJS JACK 4 1 Job Reference optional) Universal Forest Products, Inc., Burlington a err 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:37 2003 Page 1 1-0-0 _ 4-11-11 _ 1-0-0 4-11-11 cafe a 1:11.1 5.00 12 1 B 4-10-3 0--1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.24 Vert(LL) n/a - n/a TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.05 A >354 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: 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-100(load case 5) Max UpliftC--94(load case 5), 13--69(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-Ca41 BOT CHORD B-D=O 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 ; and 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 ANSIIfPI 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 for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilitforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTFY HnMFq [1R1 Amnn chf%n Kln• rlonnann Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ5 Job- Truss Truss pew- Qty Ply Centex-Orlando/1928-B & Cflsk/4-17-3 53906899 EJ7 JACK 14 1 Job Referencesoptional) Universal Forest Products,lne., Burlington, NC 27215; Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:38 2003 Page 1 1 1 -0.0 1 -- 7-0.0 _ _ Scale - 1:1 U4 = 6`10-8 6-10.8 7Al 0.1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) n/a n/a TL20 245/193 TCDL 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 Weft a 240 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS (lb/size) C-190/Mechanical, B-352/0-8.0, D=66/Mechanical Max Horz B•-137(load case 5) Max UpliftC--135(load case 5), B--62(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C-61 BOT CHORD B-D=O NOTES (3) 1) Wind: ASCE 7-98 per FSC2001; 110mph; h-15ft; TCDL-6.0psf; BCDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint C and 62 tb uplift at joint B. 3) Truss shall be fabricated per ANSIIrPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness or accuracy of the design Information as it may relate to a. specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLrANDO Shop No: 53906899Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899EJ7 53906899 HJ7 ENDJACK TRUSS 2 1 r10M111> Job Reference o tional) Universal Forest Products, Inc., Burlington, NC 270 5, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Tue Apr 22 16:26:38 2003 Page 1.5-0 3A = 5-8-7 4-1-10 Scale . 1: II a3 4-1-10 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0.37 Vert(LL) 0.02 F-G >999 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) •0.06 F-G >999BCLL0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 E n/aBCDL10.0 Code FBC2001 i (Matrix) 1 st LC LL Min I/defl - 240 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No-2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-428/0-11-5, E-403/Mechanical, D-222/Mechanical Max Harz B-163(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 CHORD A-H-18, 8-H-18, B-C--842, C-D=46 BOT CHORD B-G-781, F-G=781, E-F=O WEBS C-G-169, C-F--857 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.Opsfi BCDL-6.Opsf; occupancy category II; 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. 2) Provide mechanical connection (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 upliftatjointD. 3) Truss shall be fabricated per ANSI/T'PI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of Interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and 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. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-H--60.0 Trapezoidal Loads (pit) Vert: 8a-1.7-to-E- 49.5, Hn-0.0-to-Da-148.5 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899HJ7 40-0-0 lilr7li l IMF, CUSTOMER NAME: i CENTEX HOMES ORLANDO DI NOTES: THIS DRAWING IS THE PROPERTY OF UNIVERSAL FOREST PRODUCTSUNIVERSAL / SHOFFENER L.L.C. AND IS NOT TO BE Q Z j USED FOR ANY PURPOSE DETRIMENTAL TO THE INTEREST SHOFFNER, LLC. PROJECT: o r 1928 EL EVA TION 8 & C ROOF THIS RAVANG MUST USED CONJUNCTIONSUPPLIEDBYSALLOTHERHOFFENERINDUSTRIESINC.BAND W000 TRUSSES: COMMENTARY AND RECOMMENDA- INDUSTRY DATE: 4- 16-01 QUALITY PRODUCTS FOR QUALITY BUILDERS SCALE: N.T.S. NSSTTIITTUTEFORTI'E STANDARSSINPLATEERECTINGTRUSSES. (TPI) IS LOCATED AT 583 O-ONOFRIO OR. REVISION: GATE: BY: SUITE 200 MADISON. W1 53719 BOB) 633- 5900 5631 S. NC 62 PHONE 226 79403 56REVISION: GATE: BURLINGTON, NC 27215 FAX (336) Pa J J Z Q x Q Q Q NPJry d- a X NrI It PEI (U Must have a minimum clearance of 4 Inches around the air handler per the State Energy code._ Att duct has an r=6 insulation value. W 0 X W z CO o OJW Pq U CU -) Rating z U.- CO 4 5 J ® M 04 1 o. ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS RIGID --VINYL GLAZING BEAD W H. (TYP.) WI DO.W HEIGHT) I CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EQL. PERIMETER CAULK BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS CAULK BETWEEN WOOD BUCK & MAS•Y. OPENING BY OTHERS 1-1/4- MIN. EMBEDMENT I INSTALLATION ANCHOR 3/16' DIA. TAPCON SHIM AS REO'D. 1/4' MAX. SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS TYP.) (SEE NOTES) FLANGE TYPE WINDOW. FRAME SILL BUCK WIDTH) INSTALLATION ANCHOR ONE BY WOOD 3/16' DIA.-TAPCON BUCK BY OTHERS SHIM AS REO'D. RIGID VINYL 1/4' MAX. GLAZING BEAD ( SEE NOTES). T.YP.) - GLASS TYPJ(SEE NOTES) FLANGE TYPE. 1-1/4- MIN. EMBEDMENT D STUCCO BY ETHERS WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE J. 1 WOOD BUCK PERIMETER JCAULK BY OTHERS W.W. WINDOW WIDTH) B.H. BUCK CAULK BETW'.EN HEIGHT) WOOD BUCK '> MAS'Y.. OPENING BY OTHERS SECTION B-B CONCRETE OR MASONRY OP=NING BY ETHERS 1 aymmuml • W.W. PRECAST SILL c a / r BY OTHERS Q A / B C NOTES SECTION A -A [,•• 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE -4; SHIM STACK TO BE 1/4-. D E 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. ti 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK . BEHIND WINDOW FLANGE AT HEAD JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH B K B VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W , H. EXTERIOR OF WINDOW FLANGE. F G 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 Q E1300 GLASS CHARTS. / 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H I a WHERE TAPCON ANCHORS ARE T THE r TAPCON LOCATION CHART o. ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS RIGID --VINYL GLAZING BEAD W H. (TYP.) WI DO.W HEIGHT) I CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EQL. PERIMETER CAULK BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS CAULK BETWEEN WOOD BUCK & MAS•Y. OPENING BY OTHERS 1-1/4- MIN. EMBEDMENT I INSTALLATION ANCHOR 3/16' DIA. TAPCON SHIM AS REO'D. 1/4' MAX. SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS TYP.) (SEE NOTES) FLANGE TYPE WINDOW. FRAME SILL BUCK WIDTH) INSTALLATION ANCHOR ONE BY WOOD 3/16' DIA.-TAPCON BUCK BY OTHERS SHIM AS REO'D. RIGID VINYL 1/4' MAX. GLAZING BEAD ( SEE NOTES). T.YP.) - GLASS TYPJ(SEE NOTES) FLANGE TYPE. 1-1/4- MIN. EMBEDMENT D STUCCO BY ETHERS WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE J. 1 WOOD BUCK PERIMETER JCAULK BY OTHERS W.W. WINDOW WIDTH) B.H. BUCK CAULK BETW'.EN HEIGHT) WOOD BUCK '> MAS'Y.. OPENING BY OTHERS SECTION B-B CONCRETE OR MASONRY OP=NING BY ETHERS 1 aymmuml • W.W. PRECAST SILL c a / r BY OTHERS Q A / B C NOTES SECTION A -A [,•• 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE -4; SHIM STACK TO BE 1/4-. D E 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. ti 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK . BEHIND WINDOW FLANGE AT HEAD JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH B K B VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W , H. EXTERIOR OF WINDOW FLANGE. F G 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 Q E1300 GLASS CHARTS. / 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H I a WHERE TAPCON ANCHORS ARE T THE r TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PSF TO 40PSF 41 PSF TO 70PSF 30PSF TO 40PSF 41 PSF TO 7QPSFSIZESIZE 12 18 1/8 X 25 B B F.G F,G F.G F.G 13 18 1/8 X 37 3/8 8 8 F.G F,G 14 18 1/8 x 49 5/8 8 B F.G F,G 145 IS 1/8 X 55 1/4 8 B F,G F,G 15 18 1/8 X 62 8 B B B F,G F,G.H,I 16 17 18 1/8 X 71 t8 1/8 x 83 8 B F,G F,G,J,K 1H2 25 1/2 X 25 B B F,G F,G F.G F,G IH3 25 1/2 x 37 3/8 B B F.G F,G,H,I 1H4 25 1/2 x 49 5/8 B 8 B F.G F,G,H,1 iH45 25 1/2 X 55 1/4 8 8 F.G F,G,H.I 1 H5 25 1/2 X 62 B B S F,G F•G•H•I 1 H5 IH7 25 1/2 X 71 25 1/2 X 83 B 8 F,G,J,K F,G,J.K 30 1/2 x 26 29 1/2 X 25 B 8 8 F.G F.G 30 1/2 x 38 3/8 29 1/2 X 37 3/8 B 8 F.G F,. G 30 1/2 x 50 5/8 29 1/2 X 49 5/8 B 8 F,G F,G,H,1 30 1/2 x 56 1/4 29 1/2 X 55 1/4 B 8 F.G F,G,H.I 30 1/2 x 63 29 1/2 X 62 B 8 B F,I F,G,H.I 30 1/2 x 72 29 1/2 X 71 8 F.G. H F.G, H.1 30 112 x 84 29 1/2 X 83 B 22 36 X 25 B B 6 8 F.G F.G 23 36 x 37 3/8 B 6 F,G F,G,H,1. 24 36 X 49 5/8 B 8 F,G F,G,H,1 245 36 x 55 1/4 B B F.G•H•I F•G,H•1 25 26 36 x 62 36 X 71 B 8 F,G.H;1 D.E.F,GH.1 27 36 X 83 B 8 F,G,J,K . F,G.H,I,J,K 42 x 26 41 X 25 B 8 8 B - F,G F,GH,I 42 x 38 3/8 41 x 37 3/9 B B F.G F,G.H,I 42 x 50 5/8 41 X 49 5/8 8 6 F,G,H.1 F,G,H,1 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 41 x 7t B B F,G.H.1 D,E•F,G.H,1 42 x 72 41 X 83 B B F.G.J.K F.. F_ J,K 42 x 84 48 x 26 47 X 25 B A,C F•G F,G F,G,H,1 48 x 38 3/8 a7 x 37 3/8 8 B A,C A.0 F,G F,G,H,I 48 x 50 5/8 47 X 49 5/8 B A.0 F,G,H,1 F.G,H,1 48 a 56 1/4 47 x 55 1/4 B A.0 F,G,H,I D.,E.F,G.H.I 48 x 63 47 X 62 47 X 71 8 A.0 F,G.H.I D,E,F,GH,I 48. x 72 47 X 83 FGJK DEFGHIJK 48 x 84 32 52 1/8 X 25 8 A,C F,G F,G F,G.H,1 33 52 1/8 X 37 3/8 B A,C A.0 F,G F,G,H,I F,G.H,1 34 52 1/8 X 49 5/8 52 t/8 X 55 1/a B 8 A,C_ F,G,H,I D.E.F,G.H.1 345 35 52 1/8 x 62 B A,C F,G,HJ F,G,H,1 D,E.F.G.H,I D,E.F,G.H,I 36 52 1/8 x 71 52 1/8 X 83 B B A,C A,C F,G.J.K D.E,F,G.J,K,J,K. 37 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. 0 BE INSTALLED WHEN USING / r EXTERIOR ELEVATION AS A KEY. (_J ? INTERNATIONAL, IN 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ( FLORIDA EXTRUDERS SANFORD, FLORIDA ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN.. EMBEDMENT INTO WOOD BUCK. . 10) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN, THIS A TITLE: INSTALLATION DETAIL PRINT .ALSO. APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ES 1000 1500 & 2000 SERIES SINGLE RUNGS. E E V t I O ( GL HUNG FLANGE W I NDDWS - SER I 1 1) . WHERE WINDOW 1S INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #10 SCREWS OF SUFFICIENT LENGTH TO -ACHIEVE 1-3/8" MIN_ EMBEDMENT AT VIEWED f C R 0 M E XT E R I O RALLINSTALLATIONFASTENERLOCATIONS. DRAWN BY: B B APPROVED BY: DATE:10%0/0-I scaL,E: tJTS DWG.:<= LEX0016 FAX 407 805-d366 PRFPARi D BY: PRODUCT' & "APPLICATION ENGINEERING. INC.: 250 INTERNATIONAL PKY., SUITE 250. HEATHROW, FLdR10A 32746--PHONE.:407 805-0365 f T r" 1,11 I'l IS H. JAMS I-i yp:) X E v Q mi Ff U E X A; A 7 T I D Ti . 7 p , N, ISerf N X C 7 /'b S x " 112 SELF TAPPINO SMS SEALANT. IKETWEEN' WINDOW FLANGES A. L;'-!- ITON 48 X 1-1/2' 'SELF APFING SMS' S,'zC-';-!()N A— A T_x 4 X i UIBE MU" I TON 2 X i / 2 SELF TAPPiNOG SMS L SEALANT BETWEEN Dt C' WIN GV FLANG-S MULLION TAPPING SMS C. —7- I O0rj S: H. X 2 X -1/9 P1 x 1.1/2 SELF, APP-LNG SMS N, T SEA APP;K i SmS A 2A 11-11 X 7-6 X 3/8 v I/-- sc- NG SAS 2- X A X 3/;E 7 j A! -AB 'TYP.) 8 'A' 1-1.12 Sc-".:' N, SE.ALANT, BETWEEN TA;m'-PTNC-: SMIS VINDOw FLANGES 9 MULLION a V APPING SMS A — 4e x i/2 SELP TAPPIN_'; S-MS SEALANT BET "*--'! WIN30V ;7LANGES u 48 X S'. EL APP7NG SMS 1 1/4' MIN: C,Nc-- _vYf Bur-K EY 72THER'S 4e X SEALANT E;7-TWEEN FLANGE'S MULLf ON I ION DETAIL SMS' ',TYP,"% DETAR_ P E-EVATION MEWED F-R.01M E7XTFR1uR FEB "i 42 ; 102 QTA;i .41, IE r0NrQ DR XA"S!_N--R STAL; ATI N ANCHOR -3/160 Z-74 T PCAI MOULUON T 0 CONCRETE HEAD I' I APPUESTvHEAD & SILL _YYHERE I" N' 4- itcc- ! rf,-cnNTUISE k,-L-Lj Ali M LJ TNSTA! i ATTONANCHOR TAP- GN ANHOR ' TY;;." L. C_ C SILL r: 1p 1/ 4' MTN, R ECAST Si`Ey OTHERS r - . - - — yf- 1,A Lp , y Alei ATC t- DD'zTT-1,NAL ANCHORS. k FAA RE o D S INTERNATIONAL, INC FLORIDA EXTRUDER SANFORD, FLORIDA c- r-L_ SHE; 1 0 F 2 TITLE: 1000/11500 FLANH SHE; SEC uOTHER S I DE < SHE 7- :3 OF 2) FOR T C- F P.AC T T I ES FAPPROVED BY: DRAWNBY: SH D r A T.F - i`j T i nwG-: v M l7_1 R i CAPACITY SERIES 1 UUU CAPACITY i CAPACITY 1,)UU r>_xivur- r R H v• , ,._.._ -- -- CAPACITY CAPACfX' TY CAPACITYPAC6x3 t X4X1 /8 1 X4X 1 /8 1 X4X3/8 1 X4X3/8 2X4X3/8 WINDOW CAPACITY WINDOW 1 X2X1 /8 t X2X1 /8 1 X2X3/8 1 X2X3/$ tx2 7/t 6x/e T26A 8i1X2 8l1X2tx2 / / / / TUBE L TUBE 1C6X3/8I TUBE TUBE T6HANCH0RSL T4BANCH0R L T6HANCHOMULL LTsBANCHORS CALL SIZE TIP -TO -TIP ;TUBE MULL SIZE 2 ANCHORS TUBE MULL ;TUBE MULL ANCHORS4ANCHORS2 ANCHORSS TUBE MULL 4 ANCHORS ANCHORS SECT. 3 ANCHORS i ANCHORSMULL i SECT. SECT. A-Al-3 SECT. A -A 4 ANCHOANCHORSMULL SECT. A-A(4) ANCH0RSL , SECT. A-A(5) ;SECT. A-A(5) : SECT. A -A 6 SECT. A -A 6) SECT. A -A 7 SECT. A -A 1 SECT. A SECT. (Z SECT. A-A(2) A -A t 791.81 1187.72 791.8111187.72 1187.72 12 1 19 1 /8 X_26 336.52 732.42 1317.66 336 52 692.83 336.52 732.42 456.46 336.52 209_72 1732.42 456_46 493.47 740.20 493.47 740.20740.20 13 19 1 8 X 38 3 8 209.72 i- 209.72 429.55209.72 193.92 152.75 t 271.83 359.41 539.12 359.41 - - t 2 539.12 14 1.23 1131.23191 /8 X 50 5/ : 13_ -- I---- - _- 152.75 77.46 152.75 194.97 319.55 460.17 3 t 9.55 539. 479.33 479.3 14519 1 /8 X 56 1 /4 94. t 3 94.13 127.29 1127.29 -_ 135.81 139.09 - 135.81 423.03- 282.02 42303 423:03 15 19 1 /8 X 63 ; 65.97 -- 65.97 89.21 89.21 97.48 97.48 64.27 1 19.85136.64 90.09 282.02 90.09 212,52 i 212.62 - i`; 296.98 1296.98 365 75 16 43.49191 /8 X 7-r--__-- -- 43.493 ------ 58.818.81 E 58.81-- 58.81 64.27 T 39.83 55.84 131 .79 131_79- i 184.08 184.Q8 ; 294.03 17 19 1/8 X 84 26,96 26.96 f--------- 36.45 36.45 39.83 55.84 618.52 927.78 618.52 1927.78 11927.78 1 H2 26 i /2 X 26 _ i 262'87 572.13 262_87- S41.20 262.87_ - 572.13 - 262.87 -_572• 57.93 i 3 343.74 371.61 557.41 r__ 371.61 557.41 i 557.41 t H3 6 1 /2 X 38 3/& 157.93 239.21 157.93 323.48 157,93 343.74 i 1 13.20 201.45 26635 1399.53 266.35 399.53 399.53 1 H46 1 /2 X 50 5/8 97.25 97_25 _ 69.43 1 13_20 131.51 93.89 1 13.20 _143.71 100.17 1 102.59 100.17 143.81 235.70 339.42 235.70 353.55 353.55 1 H45 6 1 /2 X 56 1 /4 69.43 93.89 71.58 71.58 88.01 t 00.34 207.10 236.83 207.10 310.65 1310.65 1 H5 26 X 63 ; 48.4411/2I 148.44 65.51 42.99 65.51 42.99 46.98 1--- - 46.98 65.86 65.86 i 155.44 1155.44I - 217.11 1217.11 267.38 1 H6 26 1 /2 X 72 31.79 T-- i 31 _79 i 26.53 28.99 2_ 8.9 9 40.6 4 140_64 95.93 95.93 133,99- 1 133.99 1214.02 1 H7 1 26 1 /2 X 84 19.62 19.62 -_ 26.53 216.75 4T71.7.5 j 216.75 471.75 510 1765 51 Q 765 1765 22 37 X 26 1216.75 471.75_ 216.75 1471.75 250,32 122.22 26fi001122.22 266.00 87.57 431.36 i 287.57 j 431.36 431.36 23 i37 X 38 3/8 ! 122.22 i 85.12 122.22 18536 99.17 i 185.36 108.37_ 85.36 151.9 f _ 1200.86i301.29 200.86 301.29 1301.29 24 7 X 50 5 8 •73.3-4 73.34 - 70.28 70.28 i 74.98 76,79 74.98 107_65 fi 176.43 254.07 176.43 -- 264.64- 264.64 245 56 1 4 51.9737X / 51.97 _ 36.01 48.70 48.70 r 53.2i S 3 21 - 65.43 74.59 --' 153.96 1114.763 176.06 153.96 1230.94 230.94 25 i 37 X 63 ; 36.01 23.47 i _ 31.74 I 31.74 34.69 i 34.69 48.62 48.62 114.76 131.61 160.30 _+ 197.41 26 37 X 72 l 23.47 37 X 84 ; 14.39 i t 4 19.46 19.46 j 21.26 121 ft_ i 29.81 29_81_ i 70.36 - - i 70.36- f98.27 j 98.27 - 156.97 27 32 53 1 8 X 26 i 191.61 39 _-- 417.04 l 191.61 i1 i 394.49 91.61 417.04 r ` 191.61 4;17.04 450.85 676.28 347.25 j 450.85 231.50 676.28 347.25 1676.28 347.25 33__3 1 /8 X- 38 3/8 98.38 14 9.02 98.384 _ 1201.5 i 98,38I-- 2 t 4.14.i'3.38 4.14 t 231.50 1_4.00 E 231.01 154.00 231.01 34 3 1 S X 50 5/& 56.23r5 / _ 56.23 - 65.45 176.04 65.45 83.09 165=45 - 56.73 " 7 11^6 17 81.44 1 133.48 i 192.22 1133.48 231.01 200.23 200.23 345 3 1 /8 X 56 1 /44 39.32 39.32 53.17 53.17 156.73 139.78 58.10 _ 39.78 48.91 1 t5.08j., i131.60 1 15.08 1172.63 1172.63 35 53_ 1 /8 X 63 _` 26.92 26.92 36.40--+---------+- 36.40 T- ------ 35.92 155.76 - 35.92- 84.77 84.77 97.21 1 18.41 145.$2 36 53 1 8 X 72 17.34-17.34 23.45 1 23.45 25.62 125.62 21.77 21.77 51.39 51.39 71.78 71.78 120.81 37 53 1 /8 X 84 _ 10.51 10.51 14.21 14.21 15.53 15.53 - SERIES 1000 & 1500 FLANGE VERTICAL INTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD, FLORIDA MULLION DESIGN PRESSURE CAPACITIES r TITLE: 11t• = pity ` ;<Esi".` It", w sErE- SHEET 2 OF 2'y C+.f i ,.(' lipYll !J` L 1. l-i\. iJ Jv 1 .J iJI NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON END. DRAYtN BY:. APPROVED BY: FASTENERS REQUIRED AT 8) DESIGN PRESSURES GIVEN EACH FORARE _ 1 5 X rr- i i r SCALE: l! LDATE:: _ i -_ a - DWG.. iv Iv1 L L F L 2 s) SHEATHING BY OTHERS STUCCO _ OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS SHIM AS RE'D'D SEE NOTES) CAULK BETWEEN DOOR FLANGE SHEATHING Rio i P,4 FAQ vDERS SLIDING GLASS DOOR FRAME SILL A Im 4 INSTALLATION ANCHOR 8 SCREW TWO BY WOOD BY OTHERS F1/4' MAX. SHIM SPACE 1-1/8- MIN, EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT EMBEDMENT 4 c I-1/4' MIN. 4 v D LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' DIA. TAPCON SECTION A -A DOOR WIDTH SLIDING GLASS DOOR FRAME JAMS TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS SECTION B-B 4' MAX. SHIM SPACE TWO BY WOOD od1-I/8 MIN. BY OTHERS EMBEDMENT SLIDING GLASS I HOOK STRIP SHIM AS REQ'D. SEE NOTES) INSTALLATION ANCHOR 8 SCREW CAULK BETWEEN DOOR FLANGE 8 SHEATHING SHEATHING BY OTHERS TEMPERED C STUCCO (TYP.) OR SIDING BY OTHERS EXTERIOR E'_EVATIDN 2 PANEL DOOR SHOWN SLIDING GL.. INTERLOCK INSTALLATION ANCHOR HOOK STRIP DETAIL WOOD RS ULK BETWEEN IOK STRIP tL LATHING 1-1/8, MIN. EMBEDMENT NOTES 1) DOOR MATERIAL; ALUMINUM ALLOY 6063. 2) a8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/8' INTO WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-I/4' INTO MASONRY OR CONCRETE. 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD L 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 POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L CONFIGURATION TO FINISHED OPENING. PLACE INSTALLAT113N ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN. 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 10) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. 11) SHIM AS REO'D. AT EA. SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK 10 BE 1/4'. 12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS. 13) WHERE 'X' REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. 14) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING, HOWEVER INSTALLATION SECTIONS 'A -A', 'B-B' 6 HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFIGURATIONS. 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN- THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES. REVI DESCRIPTION DATE IN I RINC.RSFLORIDAINT. SaNFORD FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS DRAWN BY: BB APPROVED BY: ATE: 12/17/01 SCALE: NTS jDWG #fLEX0027 SHT I OF Dare .,.cw o..- eenn..r • aow uarrnN rWWWERING- INC.- 250 INTERNATIONAL PXVY., SUITE 250, HEATHROW. FLORIDA, 32746. 407-805-0365 FAX 407-805-0366 TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS SECTION B-B 4' MAX. SHIM SPACE TWO BY WOOD od1-I/8 MIN. BY OTHERS EMBEDMENT SLIDING GLASS I HOOK STRIP SHIM AS REQ'D. SEE NOTES) INSTALLATION ANCHOR 8 SCREW CAULK BETWEEN DOOR FLANGE 8 SHEATHING SHEATHING BY OTHERS TEMPERED C STUCCO (TYP.) OR SIDING BY OTHERS EXTERIOR E'_EVATIDN 2 PANEL DOOR SHOWN SLIDING GL.. INTERLOCK INSTALLATION ANCHOR HOOK STRIP DETAIL WOOD RS ULK BETWEEN IOK STRIP tL LATHING 1-1/8, MIN. EMBEDMENT NOTES 1) DOOR MATERIAL; ALUMINUM ALLOY 6063. 2) a8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/8' INTO WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-I/4' INTO MASONRY OR CONCRETE. 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD L 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 POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L CONFIGURATION TO FINISHED OPENING. PLACE INSTALLAT113N ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN. 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 10) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. 11) SHIM AS REO'D. AT EA. SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK 10 BE 1/4'. 12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS. 13) WHERE 'X' REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. 14) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING, HOWEVER INSTALLATION SECTIONS 'A -A', 'B-B' 6 HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFIGURATIONS. 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN- THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES. REVI DESCRIPTION DATE IN I RINC.RSFLORIDAINT. SaNFORD FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS DRAWN BY: BB APPROVED BY: ATE: 12/17/01 SCALE: NTS jDWG #fLEX0027 SHT I OF Dare .,.cw o..- eenn..r • aow uarrnN rWWWERING- INC.- 250 INTERNATIONAL PXVY., SUITE 250, HEATHROW. FLORIDA, 32746. 407-805-0365 FAX 407-805-0366 NOMINAL DOOR SIZE AND CONFIGURATION 4068 XX, OX, XO 5068 XX, X, XO 6068 XX, OX, X 8068 xx, x, X0 10068 xx, OX, XO 5080 XX, OX, X 6080 XX, Ox, XO 8080 xx, x, xO 10080 XX, ox, X0 50100 XX, OX, X 60100 XX, OX, X 80100 xx, Ox xO 9068 OX 12068 OXO 15068 OXO 9080 OXO 12080 OXO 15080 OXO 90100 OX0 120100 OXO 9068 XXX 12068 XXX 15068 XXX 9080 XXX 12080 XXX 15080 XXX 90100 xxx 120100 XXX 10068 OXXO 12068 OXXO 16068 OXXO 10080 OXXO 12080 OXXO 16080 OXXO 100100 OXXO 120100 OXXO 160100 OXXO 10068 XXXX 12068 XXXX 16068 XXXX 10080 XXXX 12080 XXXX 16080 XXXX i0oloo xxxx 120100 XXXX 160100 XXXX 8 SCREW INSTALLATION ANCHOR CHART DOOR SIZE 48 X 80 60 X 80 72 X 80 96 x 80 120 x 80 60 X 96 72.X 96 96 X 96 120 X 96 60 X 120 72 X 120 96 X 120 109 1/8 X 80 145 1/8 X 80 181 1/8 X 80 109 1/8 X 96 145 1/8 X 96 181 1/8 x 96 109 1/8 X 120 145 1/8- X 120 106 5/8 x so 142 5/8 X 80 178 5/8 X 80 106 5/8 X 96 142 5/8 X 96 178 5/8 X 96 106 5/6 X 120 142 5/8 X 120 119 5/8 X 80 143 5/8 X 80 191 5/8 X 80 119 5/8 X 96 143 5/8 X 96 191 5/8 x 96 119 5/8 X 120 143 5/8 X 120 191 5/8 X 120 11 1/4 X 80 141 1/4 X 80 189 1/4 X 80 117 1/4 X 96 141. 1/4 X 96 189 1/4 X 96 117 1/4 X 120 141 1/4 X 120 189 1/4 X 120 QUANTITIES IN HEAD & SILL UP TO 1 46 PSF TO 1 61 PSF TO 45 PSF 60 PSF 70 PSF 6 6 6 6 6 6 8 8 8 10 10 10 12 12 12 6 6 6 8 8 8 10 10 10 12 12 12 6 6 6 8 8 8 0 0 0 12_ 12 I2 14, 14 14 16 : 16 16 12 i2 12 14 14 14 16 16 16 12 12 12 14 14 ' 14 12 12 12 14 14 14 16 16 16 12 12 12 14 14 14 16 16 16 12 12 12 4 14 14 12 12 12 14 14 14 18 18 18 12 12 12 14 14 14 I8 IS 18 12 12 12 14 14 14 18 I8 19 12 12 12 14 14 14 16 16 16 12 12 12 14 14 14 16 16 16 12 12 12 14 14 14 16 16 19 QUANTITIES IN EA. JAMB UP TO 46 PSF TO 61 PSF TO 45 PSF 60 PSF 70 PSF g 8 8 g 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 8 g 8 8 g 8 g 8 8 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 8 8 8 8 8 8 g 8 8 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 8 8 8 8 8 8 8 8 8 1 1 1 10 10 to 10 10 10 12 12 12 12 12 12 12 12 12 8 8 8 g 8 8 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 QUANTITIES IN EA. HOOK STRIP UP TO 46 PSF TO 61 PSF TO 45 PSF 60 PSF 70 PSF 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5. 5 5 5 5 5 5 5 5 5 6 6 6 6 6 7 6 7 8 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 7 8 5 7 8 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5• 5 6 7 8 6 7 8 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 6 7 8 6 7 8 6 7 8 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 7 8 5 7 8 5 7 n ANCHOR NOTES: ll FOR MASONRY OPENING W/TWO BY WOOD BUCK USE SAME ANCHOR QUANTITIES FLORIDA EXTRUDERS INT. IN. SANFORD, FL. 711LE: SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS ENGINEER! DR`, BB DATE' 12/21/01 DISEIPLINE: CIVIL SCALE! N.T.S. DWG. N& F-LEX0027 FL. R£G. Na d7Tsi? — R£v.:LETTM SHEET n PLAN: 1928. VANGUARD/FOX & JACOB GENERAL NOTES I. DO NOT SCALE THESE DRAWINGS: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL, CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING WORK. 2. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB -CONTRACTORS. EACH SUB -CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER QUESTIONS PERTAINING TO THE DRAWINGS AND/OR SPECIFICATIONS. B. IT IS THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE 2001 FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL, CITY, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK. 4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH .JURISDICTION TO COMPLETE THEIR SCOPE OF WORK. 5. ALL 54"X22" AND 56"X24" PLANS ARE DRAWN TO SCALE 1/4" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS NtHICH ARE DRAWN TO 1/5" = 1'-0". ALL I-TXI1 PLANS ARE DRAWN TO THE SCALE 115" = t'-O", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/16" = 1'-0". DESIGN PARAMETERS BASIC WIND SPEED = W MP.M. (FASTE5T MILE) 110 MPJ4. (3 SECOND GUST) WIND IMPORTANCE FACTOR = 1-0 WIND EXPOSURE CATEGORY = B APPLICABLE NTERIAL PRESSURE COEFFICIENT 3 0J8 NCLUDED IN DESIGN WEND LOAD) DESIGN WIND LOADS - WALLS .22 , -18 F'SF ROOFS _ •20 , -20 PSF 30 Per- AT OVERI-IANG5) ORLANDO DIVISION SHEET INDEX SHEET NO. SHEET NAME C - COVER SHEET Al - FOUNDATION PLAN, FOUNDATION DETAILS A2 - FLOOR PLAN, INTERIOR ELEVATIONS A3 - EXTERIOR ELEVATIONS, TRUSS LAYOUT A3.1 - STRAPPING SCHEDULE A4 - ELECTRICAUHVAC PLAN, RISER DIAGRAMS A5 - LINTEL DIAGRAM, LINTEL LOAD TABLES S1 - STRUCTURAL DETAILS S2 - STRUCTURAL DETAILS SP - STRUCTURAL DETAILS FOR OPT. CVD. PORCH VANGARD & Sf9iR AIY ENGINEERED BY: FOX& JACOSS ENGINEERING mp4ES . Z] H LL W J Q 00 CV rn J W r L. e er a cMawa by am+assgn s L Of: A3\ CONC. AA8 W rSHOVER6EAVAPORTIER OVER TREATED COMPACTED i0.1. pN 1 2 / 5 BARS 1 MONOLITHIC SLAB - CMU ONE STORY T' CONG NAB_ Mf f 2x 11D. SRI05 O 1or O.C. O'er 6 EIC V BARTER OVER zX P.T. BOTTLIM OVER TREATED COMPACTED FLL 7 of ANo/7.Wo AILAIO"t n i_ ORADE 16' 2 / 5 BARS H MONOLITHIC SLAB - FRAME ONE STORY 3\" LONG AAB W MESH NON LOAD BRG. WALL OVER 6 MIL VAPOR ARRIER 3 1/2" 1 / 5 REBAR CONT. FROVFRTREATEDCOMPACTEDFILLW/F 2 94 3 CMOVER6MIL1 / 5 REBAR CONT. W RMESH WVAPORBARRIER s REBAR CONT. OVER TREATED ORBRIER COMPACTED FILL OVER TREATED GRADE COMPACTED FN)_!a'`c THICKENED SLAB NON BEARING DEPRESSED SLAB DEPRESSED SLAB X ® ENTRY - CONIC. PATIOS Y NON BEARINg SHOWER Z NON BEARING® GARAGE 1 f GOSTD. 1 BM d L.AP7MBI Wi sro. MooK I 5 eAR I 5 HOW. BAR qyl GONG. FILLED TOP COUP.SEWA• 5 CHAIR BLOCK LB UNTEL BEAM REINFORCING CHAIR BLOCK UNDER FRAME ANCHORAGE TAPCON: SHEAR STRENGTH X BLOCKTOEXT. FRAME CONNEGTIOM MP. SPAGIT4G) TAPCON: 3/16 ®12' o.G. EXP. BOLT: 1/z" 0 48" D.C. J- BOLT: 1/2- 0 48. O.C. X TEST REPORT / 150-20068/ PROFESSIONAL SERVICE INOUSTRIES. INC.SEE MFG. SPECS. FOR BIT SIZES , TECHNICAL ' :: 1 1 INFORMATION I EXPANSION BOLTS: I U RAWLS SHEAR STRENGTH ANCHOR ANCHOR UGHTYIEIGHT CNN_ tIABEDMENT HOLLOW BLOCK 3/ i6" 1-1/2' 846 LBS. 1/ a' 1o7s Les. PRODUCT LOCATION EMBED A. EDCE ALLOWABLE ALLOWABLE DEPTH DISTANCE PULLOUT SHEAR RAWL- BOLT MA SONNRRY2.5' 1/2' 1.5" 761 LOS, 1,831 1765 LOS. RAWL- BOLT CONCRETE 3" i 2' 2.5" LBS. 2537 LOS. 8 8 LNOa FAl® W N5 ERNE. i VERTICAL REa-R 5LE PLPR SINGLE COURSE LINTEL DETAIL DENOTES PIPE ' STEM TLI4ROIIGH DETAIL DENOTES PIPE SLEEVE SMALL BE PASSING TMROUGM FO< clf; U ED SOLID PI6PE PST 5L AROUND PIPE PI SLEEVESEE FOUNDATION PLAN- X',, I FORREBARQUANTITYT5 REBAR WITHIN FOOTW. + W/ 25' MWL SPLICE OVERLAP (SEE FOUNDATION PLAN FOR WE) TYPICAL FOOTING DETAIL I MONOLITHIC, FOUNDATION DETAILS MAXIMUM SPACING OF FILLED CELLS uNCAM lTEO CELLS THAT CM RESIST A IOO PI.PH. LOAD UESCiN WALL pRE5507E T = 22 PSF MAXI" Jh ALLOWABLE TEHEIOH ON HOLLOW CORE WITS 15 25 P.W. - A.C.I. S9 TABLE 10.1 TN7N PROPERTIES 8' PARTIALLY C-J20UTE0WALL=' 15.43' IMASONA -Y STRICTURES AC.Q M = . 1-1 /a.5 = W-L"2/ 8XT = 95.43 . 1 = KJA FT. USE 8'-D' HDRIZ. SPACI6 - 9'-4' CEILING MAX. (PS = 137 USE 15`0' HOR3Z. SPACI6 - $EY-0' TO 17-W CEILINE MAX USE W-O" Hd3Z. SPALN6 - I?'-' TO 18' CECR6 MAX e ATILT LJNrEL W/ N 05 CENT. B 9'-V HET. (./- 8 ) THIS sTITlLT1RE NUNS eEe1 OESIEITE 13=ORE)C-eEOBENUSTSEIE55% lD CTF TTE t3pRIDA HIM1DIFa rLLroE 2001. SIOZKISAN" ENGINEERING OPTIONAL 36' X 42' X 4L3TL. PA13 X42' X ITNJC CONE. PAN)- EEVE SMALL BE IZESLAfKaERTHANE PASSING THROl1CW AB UNDER T' 40- 0' b'- W 1 t r-\----------------------------- t T1 E5HOTLDbD- G v I I \\ I 1I \\ I I \\ FOUNDATION 5LAB NOTE: I 1 \\ 3 V2' GOTiC. SLAB w/FteERt £SH I 1 \\ OVER ZR VGAOPOPRAIILAv CLEAN, HELLe-TED TEMI TE- FZE515TANT TIZEA.TED FB1 OR i T RECTd)IT 2' 5YSTEM (rYP)I LAV t 1 \\ 1 \\ v \\ Tyg I I L4Ak- O.- 6E 1 mFprw+sET I \\ I \\ LA I I \\ 1 I I 1 20- 3 15n6' i xi I TO CONDENSfA VARCS o n sal I 1 GARAGE m FOUNDATION PLAN ' Va•= ro' NOTE: OOLBLE LINTEL @ GABLE ENO OETAIL SHEET 52 ELEVATION 'A' ONLY EMEND FW.4. Y V.•YOR: FECE55AT GARAGE DOOR NOTE: OOLELE LINTEL @ CABLE END DETAIL SHEET 52 ELEVATIONS 'A' ! 'B' 1 F— t il: Aws n3'- 4 118' i GAP.AGE Y zr - ----- I o I ! ARIF I Exrm W. I 20'-03/4" dsS. Ox LV F- m I R-------------------- _ L--- PARTIAL FND. PLAN- v ao• 3._4. MONOLITHIC FOUNDATION PLANS w•.ry b'-4- u ftm OATS Z J VTz FWE-. Z 0 OZ opo G z o DZ LL O LL LLw lit co t f Ili C, 4 tNo) AlaAlOf: KITCHEN A SCALE- V=r-O' tom F,4/ r KITCHEN G SCALE- V4•=r-0• BATW E SCALE- 1/4'=1'-O' INTERIOR ELEVATIONS 9 sv R KITGWEN B SCALE- V4•=r-0• ATH ALE- V4'=r-0' ALL OTRLTURAL w 1EaDEFeTOHEDOUd.E ]• x .O• •lE» HONED Orlam E NOTE: SEE FOUNDATION PLAN FOR FILLED CELL LON pT10N. III II III I O'er' AFF. HOTE. flWIE WALLS UNUESSOT/EFW49E NOTED. AREA GALGULATION IST FLR LIVING: I4 5F GARAGE: 6 5F ENOINEERIN43 C.A7VERW ENTRY; 7 SF TOTAL: I SF crnoKc AC Locam GANG. PATO x l'-C m 3• k4-2rJJH-+ZI/ =cCY --.-.-. a>nsH 6UX6'8 SL.O. 2I/ -231 Fi- W.I.C. c I W FLAT 1 W M. BEDROOM T-6 3/4';A 1 d FLAT c _ _ GREAT ROOM M 1ws. — — O• FLAT 1 0' 6 Vr 1 qd a BEDROOM 2KITCHENry 47' if ji a Lo rywry B TH I 9 2' S•2mFEANGE 00 J uHi ry n V 2rn6H c LLr, M vC.try 5 SH uN 0-2 V!• i 6 9'-I V2• = rv ry ry a v' BEDROOM 3 1 s ' W FLAT i 1 1 W. 9EF 1_ Q Y T F 22',.' i R/A t`i I ' I x L Ac4e s _ — J / \ NQTE' AIR HANDLER TO HAVE HM OF 4' CLEARANCE ON ALL SIDES AND ENCLOSURE SPACE SHALL BE FIRE 12• WIDER TT4AN APPLIANCE c m GARAGE env us. FOYER O' FLAT In! FLOOR PLAN v4•.ro• 3UX6.8 20'-0 3/4' 02f/ -23) ENTRY eLoaceort. allorsz CK 16'-O' X 1'-0' O.H. GAR. Dig. (+19/ -237 ._. Iq/ -23) tb'-m• r-m' PARTIAL FLOOR PLAN G' fill v4 .I' o 20'-0 3/4' 3UNV8 s ENTRY 01.0m omc CHOW$ 4r a 16'-0' X T-O" O.H. CiAR. OR. FRATE P ff"7 r-o• 16•-m' 4 r-o' 5'-s• 4C-0' FLOOR PLANS DINING O' FLAT LIVING O' FLAT W-4 V4' V4•„ Ip—JR SIr --- 6H sobs eN-TGI BEDRM #4 O• FLAT W-0 3/4' 2) 255H H Z O Z Q a• W OL W OOf 00 LL W w F— Z n N ry ry W yyd Ej 00 cy clist W 0°I cG 3i3 NOTE: SEE TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS -TO -TRUSS CONNECTORS ROOF TRUSS ANCHOP-4GE: NOTE: 1) USE (D TYPE 'C" (OR MTERCHNJGABLE TIE) FOR TRUSS TO FRAMEWALLORBEAMCONNECTIONUNLESSNOTEDOTHERWISE (UNOJ 2) USE (1) TYPE 'A• (OR R7TERCHANGABLE TIE) FOR TRUSS TO BLOCK WALL CONNECTION (UNOJ3) USE EM MO-N (OR NTERCHANGEABLE T(r.FOR ALL JOIST HANGER COIPECTIOfJS (U10) 4) USE (3) 16d OR (3)131 z 3 V4" PASELODE GUN NAIL TO FASTEN JACK TO HIP Wa:PER (T45) 5) GABLE TRUSSES REQUIRE (V TYPE "A' OR (U TYPE 'G' STRAP AT 48' O/C FROM CENTER OF TIaISS, 6) ALL STUDS BELOW GIRDER TRUSSES SHALL BE EITHER CONNECTED W Sn--C14 SP4 STRAPS TOP AND BOTTOM N ADDITION TO OTHER STRAPPING ON PLANS. SIMILARLY, 4X4 POSTS REQURE (2)-SP4'e ON EACH Fes, 4X6 PO5T5 RECLARE (3)-5P4'e ON EACH END. T) BOTTOM HALF OF MTS46 TRUSS STRAPS SMALL BE EITHER NEATLYUR2APPEDUNDERDOUBLETOPPLATEORNEATLYFASTENEDTO VERTICAL STUD OR POST DEPENDING ON ALIC44IENT OF GIRDER AND STUDS OR P'Ool BELOW 4 ly 0W 0 O 4U-U-U ROOF TRUSS LAYOUT V $ 'C' SEE P05T STRAPPINfa.-.-1ONItdND2rdFLRrT PNEUMATIC EQUIVALENT MAY BE SUBSTITUTED FOR HAND NAIL DESIGNATIONS•. NAIL VALUES: BASED ON TIATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION FROM TABLE 89c - 'NAILS AND SP"S - LATERAL LOAD DESIGN VALUES' NAIL SMEAR VALUE (PbO 8d IVY lod T25' 16d 14S' O a 10 I {\lJ l 11 1 L-L L— Vr 1 I l./ 1 I v LSTA-30 '0' STRAP Ty"APCON5 (TYP.) HALF COLUMN DETAIL HALF COLUMN DETAIL oil LOADING: FIBERGLASS SHINGLES 8-0-0 PLATE HT SCALE: NTS MEAN HEIGHT: 15'-0" WIND SPEED: 100 M.P.H. TC LIVE: 20 psf SPACING: 24" O.C. BC OLIVE: 0 psf DESIGN BY: CM BC DEAD: 10 psf DRAWN BY: KSB TOTAL: 37 psf OUR FAC: 1.25 SCALE: N.T.S. MRRISANE ENGINEERING wn M13 ROOF PITCH 5 I ED RIGHT SIDE ELEVATION SCALE: 1/4" • 1'-0• SCALE: 1/8" • 1'-O" o a OFF RIDGE VENT CEMENT TEXTURED 3 FINISH (TYPJ 0Q LEFT SIDE ELEVATION SCALE: 1/6' • r-O' O \ OFF RIDGE VENT ,COMPOSITE SNRJGLES E0 a 7 TEXTURED 0 FINISH (TYPJ REAR ELEVATION SCALE: 114" - F-0 S BRG_s-4- FINISH ON. CMU BETE BLOCK EXT. rYP) O BAND (TYR) FE.__4, SHINGLES U Z 00 I J w (n J (n W :3 W LX0 w0 w I} i w J s 8'ON.® EE GABLE5(TYPJ Q rrl. CD ! 00CN f 0) fitJs; Wei 0 jil aft aac aow q- de 9Kd by ti drawn by. dnMv design clumbodblr. aww dab: 01-22-01 sheet A3- C of: Y. COA tl • C Q ptltl O E9 Cem 0 om OaaWci a Oa 5fi AFFI N6 5CH PUL _ 5 P50N f M D r DE50RIPTION COMPLIANCEOTPIANCE FA5TENER5 E516N LO J UPLIFT MAX. YP A META18 CONCRETE STRAP SBCCI 9603 1 I 14-10dx1.5", 2 I 10-16d 1500 1495 B H5 HURRICANE CLIP NER 393,422,432 4-8d, 4-8d 1485 455 265 C MTS16 TWIST TIE NER 413 14-10d 3116 1000 . 860 D LSTA30 STRAP TIE NER 413, 443 22-10d 1670 1670 E HUS26 SINGLE FACE MOUNT HANGER NER 393 14-16d & 6— 16d 10000 1550 1110 F HUS26-2 DOUBLE FACE MOUNT HANGER NER 393 4-16d & 4-16d 8033 1080 775 ML MBHA3.56 7.25 MASONRU HANGER 8" SBCCI 9603 18-10d, 2 ATR 3 40 x 8" 5955 1885 1355 MH MBHA3.56 9.25 MASONRY HANGER 9.25 SBCCI 9603 14-10d, 2 ATR 34" 0 x 8" 6050 3145 2260 MG MBHA3.56 11.25 MASONRY HANGER 12" SBCCI 9603 14-10, 2 ATR 3 4"0 x 8" 6050 3145 2260 0 HD8A HOLDOWN TO 3" WOOD NER 393,469 3 7 8"0 A.B. 28667 6465 4650 Q SP4 TOP PLAT ANCHORS 4X NER 432,443,499 6-10d x 1.5" 2917 735 530 R SP6 TOP PLATE ANCHOR 6X NER 432,443,499 6-10d x 1.5" 2917 735 530 X HGT-2 HEAVY GIRDER TIE DOWN NER 432 8-10d & 3 4" 0 Or LBP 5 8"0 28333 8665 6485 AA BC4 POST ANCHOR & CAP 4x4 NER 421 3-16d & 3-16d 3100 980 700 BB BC6 POST ANCHOR & CAP 6x6 NER 421 6-16d & 6-16d 4700 1050 750 CC BC46 POST ANCHOR & CAP 4x6 NER 421 6-16d & 3-16d 3100 980 700 GG HTS20 HEAVY TWIST TIE NER 413 24-10d x 1.5" 4430 1450 1245 11 HD2A HOLDOWN TO 3" WOOD NER 393,469 2 5 8"0 12150 2775 2000 MM HETA20 HEAVY CONCRETE STRAP NER 393,469 1)ply 14-10dx1.5" (2)ply 14-10d 1735 1495 LL HHETA20 CONCRETE STRAP NER 393,469 I)ply 17-10dx1.5", (2)ply 15-16d 2130 1860 00 MTT286 HOLDDOWN NER 393,432 24-16d AND 5 8" OR 3 4" DIA A 4455 4455 SIRR/SAiY€ ENGlNEERFNG MANTITY EGUIFMT 13REAKER CONDUCTOR LOAD 2 1 RAJ GE 40A 2/P 8 t0000 2 1 DRYER 30A 2/P 10 SyAO I D15MV0ER 20A W 12 1200 I REFRIGERATOR 20A W 12 540 1 1 DISPOSAL 20A 1/P 12 15V 1 1 WA%ER 20A VP 12 500 2 1 2 SMALL APPLIANCE 20A VP 12 30M 6 6 GENERAL LI3I 5A I/P W 5" I 1 GARAGE DOOR OAR 15A I/P M 500 f 6 PADDLE FANS (16) 5A VP 14 500 5t1B-TOTAL (WATTS) 30230 I st 10000 WATTS AT 100% 10000 WATTS FOUNDER 40% 8016 WATTS A.C. 30M WATTS TOTAL 3000 WATTS TOTAL LOAD AMPS w13 AMPS SERVICE SIZE 150 AMPS 2 / 0 SER CABLE aw METER Fd 50 A RANGE 6/3 W09 MLO DRYER 10/3 W9 PANEL SMALL APP. 12n W9 14 BARE CAI. Lkl fTRJfs CIR 14R4 W9 To PPL TRANS W GROUND ROD Ig28 ELECTRICAL RISER DIA6 150 A 4 WIRE SERVICE NT.S. 2' V.TR r V.TR LAV LAI, 133- 3, 43' r3,. r r0C- 19 a FLUMVMN RISER DIA6. NTS. ELECTRICAL LEGEND CX DUPLEX R ACUE i oR M FMLT ATOR A -R PnIDF oN *MET OR 230 Van W Duna A A/C fi6oUMCT ExwAe4r FAR snTw 0,e wREn eoTTaR 4 •ATSMW O ® DOM sal IFs 3 MV swTE,. Q Amx3 , LX- 36{ OOON6Et1 GdES REOE33E0 EXGTr 91OK DETECTOR ME Y0.RiT N VAPOR PROT 9Id DETECTOR ALL, —1 CX 3TRt'NOD OUTIET Q aGMCnOR sox T___T FLUORESCENT FRRxR ELECT PANEL g F<oot, WRS GEILRIG FdN F M (4 sULR) RRAPPEO FUIOfKSCTNr 4mX urauFF3F: NOTE: SEE ATTACHED HVAG FOR CORRECT PLAN: DO NOT USE WVAG LAYOUT ON THIS SHEET, 30 TON 240V I R7 5 M W ELECTRICAL PLAN V4'= r-O' V a Q Jzoo 0- W W Q U J 0z Ulm J U W W J W a LL J 4; c) 00 f== V' 3: j FW tilt aIliC $ G fit a3 desigied W d dram by. dnFArdssign 4GieF4md bR . daim M4240i StIQC F>_ A4 of V 0©0A0®8800080®008000080 0[0I.0/©0J808,8r000r0o/8I1B8©8®® t' r Gi`I G.Y Yi W liiLi 4Y it Y4 f I.11 Y Y YC 111r 1 CC CCCdIICI.iJCB CrC EC CCACCCCCCC6C6C6CCCCCC CC 1It W iil Lli WWLIr C rii r r Y Y C i lC CCCC C CCCeCC C6CCC CCC6CCCGCCCCCG CCCCCCC q CACCE CCCCC CC C.CCC!CCCCCC"CCC,,Cf CO!C CCCjajEEC I E?1 y t Ed il:C fi C''ICii W Y i i 9fi i WNWWOfI. - VIW a aU a oc C(C[1CCC: CCF76CCCCCCCoCCCCCECCCCCCCC6C E F iJ?'te, CQ}6C; CCK,CCCyCCCC IG•,I CQCI 14,. 11jjt''Yr tIY YLi' F Ee, tr, I' [r CCCyI 1{[]0/ Cttj/j,,p Y pi'Sif77iYtrLrt[nn[i W}(!!W[Yr'f^JrFiilFYnii t(Y1 F`{, IrY[Cr'Gy1 Fr,j1F^,{i GlkC* J IGL W iY4 I L'GIYL 1YLi1W G7 W W Y7lilii li 1 i C C f Y i^Y+frr 1iC iiY1t}}t''( lY((i1{i6i{''fGGil Y F' 8 6C i C C CCCCC CB LGGECCGC4G CCC CC CGCGC CCCC C CCCdCCCCCECCCCC06CCCC0ECC C CCG 0CIE1 1CC 800080®8008808u88 11 0 Q J WQQ J Wjd Li_ QCLav F W Q W y OLLW l}4 i1 p r hl i YtW I1k1k3yy FF+4r!!liiti((''i Gl fll F`# t^__zT_bw_fT_9XXXX LINTEL SCHED. LINTEL NO. LENGTH TYPE COMMENTS L 1 I1'-4" 8F12-IB/IT ALLIED LINTEL: A-13 L 2 l'-6' 8FIb-IBA ALLIED LINTEL: A-S L 3 T-6' 8FI6-IB/IT ALLIED LINTEL: A-5 L 4 l'-B. 8FI6-1134T ALLIED LINTEL: A-S L S 4'-6' 8FI6-OBAT ALLIED LINTEL: A-3 L 6 T-6' 8FI6-iB/IT ALLIED LINTEL: A-5 L -1 T-B' 8FI6-IBAT ALLIED LINTEL: A-5 L 8 T-W 8FIb-IB/IT ALLIED LINTEL: A-5 L 9 4'-b" 8FI6-D9/IT ALLIED LINTEL: A-3 L 10 4'-B' 8FIb-0B/IT ALLIED LINTEL: A-3 L 11 4'-b' 8FI6-DSAT OPT. GAR. SVE. DR.; ALLIED: A-3 L 12 4'-6" 8RF14-DBAT ALLIED LINTEL: A-3 J W Z W Ky A V1 x nncriinn4'•L igS.o 0 aON n ry1o am m mYv m g o n nnjV ga ry0YI1V O Ym 0 Pa o o a o SIR 9-ir7Qi Rn°:F ay'airvm o pan sP i•t9e9 -nin p'a a ar c Pan w W ry m1mTTT r ar4 rvmv vT Q««Q Q<« Q a LINTEL SECTIONS 9Q 3m op pk m0r7rQamo nr$rv°mgine 00000 9Q9 rmnry mmnryam mm0n^ Q . 00 nW 0a r 8El0 cFi oc a m°o g K3 1 Yrml m tll P a 111 . N fm g91. iJ @ I n1H OF' ilrv mjO TvmaT"r Ida, O W Tv mclnnr19T9=rvm1ITT J 1 Q<<Q QQ 9of o 9 o - LbI. I ofil' 51ii s 9 Lj0 E sBos.obg Z :rvpif.i a 'a 9= 31dV126d SV 53bVnL9 Jul'] L11 5 FREBAR AT TOP K ( u REQv1412• CLEAR i Um C'"LL n GT37UT 5 REBAR AT BOTTOM F' ILFED WITW GROUP U . LWILLED OFLNTF3GAVItYVARIES CJJNITITY OF 5 REEIAR AT BOTTOM REMFORGWiBOTTOM OF LINTEL CAVITY 5/ B•A:CwN U NTEL a. NOMINAL °" DTW 8F 16 — I B/I T NOMINAL WIDTHJ J LQUAMTITr OF 5 NOMINAL HEIGHT REBAR AT TOP TYPE OESIBNATION L8 L7 L6 1928 LINTEL DIAL. (GAR. LT. SfRR/'AIY@ ENGINEERING SCALE: 114"= 11-0" 0 u - C x o O `a . E i F O G i u'f ate •...q d-Vldby'. 19 e b6— d.W d•dw0lar •"" me.: oT- zxa sheet A5 Of: NOTES: I CAST-CRETE SAFE LOAD TALES MATEPIALS FOR GRAVITY, UPLIFT & LATERAL LOADS I• ft p ecnst tunnels = 3500Jp,sSt. Z, ft p<estiEY£d {tntefs = psi. 3 ft 4'°ut = 3000 psi w/ IIQx1r11Yf1 3/8' cq egate. 4. Cnrcrete mosvey units (F-M Per ASTM L90w/ mnmum net area compressive strength = 1900 psi. S. 12etnr Provded n precast IntE Per ASTM A615GR60. Fed rNacr per ASTM A615 6240 Or 6R60. 6. Prestressimqq strand per ASTM A416 grade210lowrEED(Otton. 1. V32 wre per ASTM A510. 8. Mortar per ASTM C210 type M or S. GENERAL NUTES i. Prwde full mortar bead and bed fonts. 2. Share filled flMels as required. 3Installation of Intel must comply with the architecturalad/ir structural drawings. 4. Lintels ore manufactured with 5-1/2' ivy notches at the endstoaccommodateverticalcellrenfarcnglardqrouttq. 5 All Inte15 meet or exceed Ll350 vertical der torn, except HotelsIT-4" and longer with a nominal height of 8" meet or exceed V180. 6 Bottom field added rebi>r to be located at the bottomoftheIntelcavity. V32' diameter wire stirrups are welded to the bottom steel for r echanicat onLho'aae. 8. Cast-n-ptoce corlarete may be provin composite Intel in lieu of concrete mosor" units. 9, zeload ratxgs t osed On rational design analysts per ACI 318 mild ACl 530 SAFE LOAD TABLE NOTES 1. All values based an minimum 4' tang. Exception: Safe loads far unfilled lintels must be reduced bi 20% if becrng length is less than 6-1/2". Safe hoods far all recessed lintels based on 8' nomrot tParng. 2. N.R. = Not Rated. 3. Safe lards are total superimposed allOwadle land on the section specifed. 4. Safe loads based an grade 40 or I$ade 60 field retaar. 5. Additional lateral load copocity can be obtained try the designer t ri providing addiool reinforced masorry above the precast Intel. 6. Ore •l relcil may be sibstituted for two #5 rl=_bors in 8' Intels only. 1. The deslgrma may evaluote concentrated loads From the safe load tables trycalculatingthemaximumreslstngmomentandshearatd-oway from the face of support. 8. For composite Intel heights not shown. use safe load from next lower hempt. 9. All safe hoods in units of ponds per Imecr foot. 8" PRECAST W/ 2" RECESS DOOR U-LINTELS C- CRrn GRAVITY LENGTH TYPE b 2z 4'- 4' (SZ") PRECAST 1489 194i 3a53 2952 3954 49A Jp4 68t3a 152134124%2 6412 1941 946 1a8V3 4'- 6' (54") PRECAST 1f-1 t4a9 Z182 Zlr4 3fflo 44B1 5315 boa lag34t24982Frl9_ 1941 94ri IO81B PRECAST l85 8R2 1602 1550566 3915 3555 IL41 2b2 4a74656 5&4 6039 PRECAST 135 M Wo 1449400 2816 3352 1103 71151 3&165b 54513 640 6'- 8' (84") PRECAST e 9aT bTt 2933223 3512 4522 9Q7 bT 2933 erR bbl f9O') F'REiAST 665 761FM24g2944 3434 ir4 r311 23295492 66249'$" 116"} PRECAST Fg 420 83412531342 rA4 1886 53i 928 14 26.8 3595 2815 8" PRECAST W/ 2" RECESS DOOR U-LINTELS UPLIFT LATERAL TYPE LENGTH- elasar e1>AO-I eala4-Ir er io-irar,-I 81316 BRFS a.- SZ') PRECAST Q44 LSZa 2413 32G7 aiR 4961 5825 932 93Z 1244ISR23393'D 4008 48M SLtb 54") PRECAST N92 15at Zit 3t21 3951 4'S6 55TI 653 853 W2 1455 224a 303 3831 4643 5453 G8') PRECAST 924' N12. i195 2423 3055 3"'" 4325 Sol Sol 924 113'2I141 2$l Z918 3603 4ZO PRECAST 8%4 1m38 r142 2352 2965 35& 41'78 469 411 8% 1a99 690 Z288 Z89I 3491 4106 eO7 PR13 AuT lie 882 1513 2042 2513 3101 3642 83D p ll8 956 w68 RBl 2939 3a$ 3563 9D") PRECAST 688 fy9l 1325 1&0 22W 2153 3221 110 941 688 849 1302 1162 2225 269a 351 Mr.') PRECAST 433 zE8 1123 1a13 Ila4 R95 516 b" 533 52l IDa9 139 Ilx 2088 2450 REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 8" PRECAST & PRESTRESSED U-LINTELS C. 3.,. GRAVITY LENGTH 8UB aro-le er-/2 eFi6-1s 9F2D4E H 2'- 10'E34'1 PRECAST 230 31G6 448 6W9 152b 9W4 roal2 III 36644-0 Go39 l5zb CU04 04l2 WEE 3'- 6' (42°) PRECAST 23043138 46s9 6®1 a 9941 3166 V 448Fn39 1526. 9D04 ta412 1R36 4'- 0' (48') PRECAST ZO 2325 2496 3461 4a3B 5410 6384 1358 2646 44 6 603% MM 9004 1a412 IP936 4'- 6" (54') PRECAST 1651 n1Bl R13 2651 94M 4149 4896 56" 21-1a 41 1 W3a 1516 9pp4 1a412 9668 5'- 4' (64') PRECAST 1184 12Z3 r37F 18a9 231 28M 3336 323a6 MB95505160% 5400 6424 450 5'- IO'(W") PRECAST 9l2 KM 1049 1414 18t39 2304 ZT21 3131 1459246441445458443152BO61226'- 6' (W) PRECAST 931 LZ 2101 3263 2146 3358 39 45BS 1255 2031 33% S260 I V34 @I95 6590 1'- 6' 140") PRECAST 161 K329 b15 23B5 1944 2439 2556 3333 UZ9P1526CWR155% W3 9341 4'- 4' W") PRECAST 513 632 1049 1469 120 1482 r54 M21 6812121818254434694037312110'- 6'(126") PRECAST a55 482 802 125 915 1122 13x Fay 6% 1025 194 20& 2774 3130 2404 11'- 4' (1$') PRECAST 445 598 4 1365 1854 23S5 FM3 2015 598 935 1365 11954 2441 3155 140a4 Z'- 0'(I44'} PRECAST 414 545 864 1254 689 2a14 IFU IBi6 ffi8641254eiiZ21128321MROl3'- 4'(160'I PRECAST 362 an 1- lax 133 1635 1224 1445 495 148 13-6 1435r. 32343 2920 PRECAST 338 3& 648 9R tR0 IDBI 1260 455 1® IW3 EMS 2153 7666 14'- 8" (n6•) PRESTRESSE NR. W tR NR IR NR NR 4G5 13-I0 2045 385 Fibs n5'- 4' 084') PRESTRE55E N.R. NR K1 IR MRNR Mi M2 42a 695 IB55 289a 3410 1T- 4' (2081PRESTRESSE N.R. NR MZ NR IR NR M2 30 51. 950 4. 11. 2. 2600 19'- 4" ?232*) PPESTRESSEI I N.R. M2 MZ NR tR M2 NR TR 240 4ao l50 p90 1400 1120 81M 21'- 4• (256')PRESTRESSE NR. MR 183 330 610 940 1340 n180 290 22'- 01264•1PRESTRE55E NR. MZ NR NR W NR M2 Mx I6a am 51D 8-0 I25a bbo IRl0 24'- 01288')PRESTRE56E N.R. PR NR NR NR PIR NR TW71 130 240 410 TM ia. 135a 16i0 8" PRECAST & PRESTRESSED U-LINTELS REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR NOTES: I ALLIED LINTEL TABLES MATERIALS d INSTALLATION I. rP_borin precast Intel GRH7 per ASTM A615 2. rab r in poured boom 5R40 per ASTM A615 3. Ft for precast. lapels=400ops1 4. It for field cacrete=3oDOpsl 5, concrete n xr-owl snits per ASTM C-90 ncrtcr per ASTM C210 type M or 5 6. colculoha5 try: RChard 0. Newman. P.E.. Rddle- Newham Engneerng Inc. 1. stare ail co l3o rte IntelS 4' O.C. 8. all composite Lnearrs cak.ubtedwith 1a5 n tap 0f beam 9. sore ba"ds vlsed IT nominal 8" tlearrtg 4" mnlmum). to. oil Inds shown in pounds per linear foot IL for " the5 riot listed use next longer length For safe taod FiELE) REBAR 45 6R 40 lu mJ Q C MIL W a CONCRETE FILL w 0 FIELD REBAR a5 6R 40 5M" AL.TUA ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE "U" LINTELS LINTEL NO. ILLED 87x8' FILLEDa"xt2" FILLEDa"x16' FILLEDa"xzD' FILLEDe'xza' FILLEDe'xze' FILLEDe'xaz' FILLEDA- 1 49 6251 10125 12000 12000 12000 12000 12000 A- 2 38 3858 5Z31 8552 i1440 12000 12000 12000 A- 3 81 1914 3361 4616 6186 1269 8601 9924 A- 4 kGFxa' 81080 1810 2483 3336 3913 4631 5350 A- 5 02 1056 18442542 3294 4029 4190 5522 A- S 56 636 1112 1534 1994 243B 2902 3346A_ 8948384l11101522185122112556A- 8 02 612 1125 1 15M 2002 2455 293t 2389 A- 9 12'8' 421 488 900 1224 1604 i968 2360 Z121 A- 10 13'4" 393 419 1l4 1053 1381 1692 2024 2341 A- 11 1413' 342 3-13 690 935 1233 1510 1808 2091 A- 12 14'8' 308 334 618 842 1108 1352 1624 W-19 A- 13 11'4' 212 285 43b 511 808 988 1185 1380 A- 14 19'4" 250 595 496 850 1138 4081698 1980 A- 15 200' 2Z5 365 413 l84 1052 1300 1510 1831 ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8" CONCRETE "U" LINTELS LINTEL N0. LENGTH 8'xa' 8"x8" 8'xi2' 8"x16" 8"x20" 8"x24" a"xz8" 8"X32" LATERAL LOAD UNFILLED FILLED FILLED FILLED FILLED FILLED FILLED FILLED 8x8 FILLED A- 1 Z'10' 3096 3150 9194 IDOOO I0000. 10000 10000 10000 4408 A- Z 35' 18M 18M 5445 10000 KX= I0OM 10000 ICIMO Z59Z A- 3 46' 1018 1051 4224 5900 8203 9440 10000 10000 1415 A- 4 5'10" 515 603 23M 33I9 4300 S303 61156 1848 A- 5 lFi' 345 3-10 1421 M18 2552 66i A_ Ei 9'4' 228 252 934 1296 IF 5 114%4Fi00 2941 423 A- 1 10'6' 185 209 l56 1049 134{ 2341A-811W3033336529llt1-E7 1452028 451 A- 9 1218' 24-1 282 615 60 991 1232 1464 1695 351 A- 10 13'4" 253 253 SIG 103 892 1109 1303 1509 20 A- 11 14'0' 225 324 4-13 652 824 1028 1196 1385 A- 12 Wig' 19{ 218 442 659 l69 955 1106 1280 A- 13 1l'4' 145 253 351 483 605 841 914 A- 14 19'4' 184 214 HIM 420 525 fi5l 115 A - IS ZOT]' Il4 203 296 4O5 504 630 68O J 0 W U J W i Z Sad 2& oi 3 SyL EYs 00 CV r J W W tevisioria: desilpied 67' N dawn by, dmw desig. chedwd M.;i- dab: 01-Z2-011111111 sheet: A5. 1 Of. GENERAL NOTE& GENERAL : L LIVE LOADS, ROOF: 20W FLOOR 40paf STAPP, 40paf 2- U t4D SPEED 110nph 3N gwte 3. ALL WORK TO BE N ACCOFX)ANCE WITH THE FB.C. 2001 CHAPTER 16- 4- ONLY WRITTEN CHANGES APPROVED BY THE ENGINEER SHALL 13E PERMITTED. CONCRETE -, L ALL WORK TO BE N STRICT ACCORDANCE UAT14 THE -1 318 2. MX DESIGN CRtTMA: ALL CONCRETE TYPE I PORTLAND CEMENT. (ASTM C 60) COMPFESSIVE STRENGTH o 28 DAYS 56LALL BE 2500 P.1 FOR SLABS AND FOOTINGS AND 3000 pal EL5EW-MERE (U.OWMAXMIMWATER -CEMENT RATIO BY UE V44T FOLLOWS: SPECIFIED NCN-AIR AIR COMPRESSIVE ENTRAINED ENTRAINED STRENGTH (p•1) CONCRETE CONCRETE 2500 OAT 054 3000 058 0.46 SLUMP -SLAB ON GRADE 5' OTHER 5' WATER - POTABLE CHLORIDE - NONE 3. PROVIDE NORMAL uEIG-44T AGGREGATES N COMPLIANCE WITH THE REQUIREMENTS OF ASTM C 33. 4, FOERMESH FOR SLAB TO BE AT A RATIO OF .15 LBSJYARD. FOUNDATIONS : L FOOTING DESIGN BASED ON MINIMUM ALLO 45LE SOIL BEARING PRESSURE OF 1000 p•f. 2. F FOOTING ELEVATION OCCURS N DISTURBED04STABLE OR UNSUITABLETHEENGINEERSHALLBENOTIFIEDAIDNECESSARYADJUSTMENTSBEMADE PER HIS NSTRUCTIONS. 3. PREPARATION OF 114E SUBGRADE TO FOLLOW RECOMMENDATIONS AS OUTLINED IN THE (EOTECNNICAL REPORT. SOIL, 4. STEPS IN WALL FOOTINGS 5HALL NOT EXCEED A SLOPE OF lU VERTICAL TO (2) HORIZONTAL. , 5, CAUTION SHALL BE USED W4EN OPERATING VIBRATORY CO"PACTICN ECIUIP7ENT NEAR EXISTING STRUCTURES TO AVOID TFE RISK OF DAMAGE TO THE STRUCTURE. MASONRY: L DES*K MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE ACI STANDARD BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES ACI 530/ACI 530J 2- CELLS INDICATED TO BE FILLED SHALL BE GROUTED WITH 3000 pNl CONCRETE. (8• TO 10' SLUMP) 3- PROVIDE 25" LAP FOR STEEL • ALL LOCATIONS. 4. ALL CELLS ADJACENT TO cOR4ERS, END OF SHEAR WALLS AND USER CONCENTRATED LOADS SHALL CONTAIN VERTICAL REINFORCING AND SHALL 13E FILLED WITH CONCRETE. 5- CONCRETE BLOCKS SHALL CONFORM TO ASTM C-W (25 DAY STRENGTH 2O00 peI) (F'-Mo0 P.O. LAID IN RUNNING BOND. 6. MORTAR SHALL BE TYPE N. T. ALL RE -BARS SHALL BE GRADE 40 UNLESS UNA. WOOD : L ALL WOOD FRAMING AND PRE-EW-kEERED WOOD TRUSSES SHALL BE DESIGNED, DETAILED, AND FABRICATED IN ACCORDANCE UMTW THE PROCEDURES AND REQUIREMENTS OUTLINED IN TFE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CCNSTRUCTIOR 2. TFE WOOD TRI.155ES SHALL BE SIZED AND DETAILED TO FIT THE DIMENSIONS AND LOADS INDICATED. ALL DESIGN SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES ASSIGNED AND AF"ZOVED BY THE BUILDING CODE. DESIGN CALCULATIONS SIGNED AND SEALED BYALICENSEDPROFESSIONALENGINEERARE. TO BE SUBMITTED TO THE ENGINEER FOR APPROVAL- 3. PERMANENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES SHALL BE PROVIDED ASLOUREDBYT1ETRUSSMANUFACTURERTFZ155MANFACTLIFERSHALLPROVIDESTATEMENTTHAT BOTTOM CHORD OF ROOF TRUSSES ARE BRACED DURING UPLIFT CONCDITTCK 4. FOR STR C-TURAL LUMBER. PROVIDE THE FOLLCOANG GRADE AND SPECIES : SOITWEF N PIE SURFACES DRY USED AT IS% MAX M. C. GRADE NOI OR SPRUCE POE FIR SOUTH GRADE NO] S. PROVIDE GALVAUIZED METAL HANGER5 AND FRAMING ANCHORS OF THE 64ZE AND TYPERECOMMENDEDBYTWEMANIPACTURERFOREACHUSEINCLUDINGRECOMMENDEDNAILS. (WUGHES CONNECTORS OR EQUIVALENT) 6. ALL BOLTS USED FOR WOOD CON5TRUGTICN SHALL BE A MMNI'AM OF 0' DIAMETER AND 6' IN LENGTH (ASTM A-301) WITH HIN 1 IRE' DIAL WASHER UNA- T- PROVIDE FRAMING MEMBERS OF SIZES AND OF SPACINGS SWOtLKOR F NOT SFIOUK COMPLY UITHLIMIITNGSTUDHEIGHTSCHART. DONOT SPLICE STRLICTURAL MEMBERS BETWEEN SUPPORTS. 8. ANCHOR AND NALNG A5 SF oaK AND TO COMPLY WITH T1 E RECOMMENDED NAILING SCFEOULE FROM THE STANDARD BUILDING, CODE. LATEST EDITION 9U ROOF SHEATHING TAB' OSB OR 1/2• COX 5EE DRAWNCG5 FOR NAILING PATTERNS. vERIFICATION OF FIELD CONDITIONS: L CONTRACTOR SHALL VERIFY ALL FIELUD CONDITIONS AND DR$NISIONS RELATIVE TO SAME- UA-ERE THERE ARE CONFLICTS BENIEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED N THE DRAWINGS, SUCH CONDITIONS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION AND NECESSARY ADJUSTMENTS MADE PER P15 NSTRUCTION5. 2. FOR ANOWOR BOLTS USE ANSI-E5 OR EQUIVALENT (A-36 OR A-301 STEEL) 3- PROVIDE 7X4 BLOCKING ON ALL SIDES OF TFE RIDGE VENTS OATH 13d NAILS AT 4' O4 CENTER SWW43LES OVER Er FELT OVER TAG. OSa OR 1/2' CDX WOOD TRUSSES STRAPPED A6 SHOUN ON TRU SS, LAYOUT TWT lM PT. OVER DB CDR OR CANT. ALUM. FASCIA R_13 NULL,OVER 7X6 S110FASCIA W/ CONT, ALUM VENTED SOFFIT V)' DRYWAOVER DOOVERR-5WA LINTEL BLOCK5BAR YWSJOU UNIT PRECAST W TH 11) • 5 OMEN 6 FT OR GRATER 34'I' CQ4G. SLA17,1 CAST OLFIBEIR ESN GONG. SILL OVER 6 MIL VAPOR BARRIER MASONRY FINISH OVER OVER TREATEDCNN CM BLOCK W/'S DOWELS COMPACTED FILL SHOW LOCATIONSONFOUNDATIONPLAN 7 •5 BARS - WAW WALL SECTION 0 WINDOW - CMU ONE STORY LIMITING HEIGHTS EXTERIOR *2 STUDS 4g StUD n TBSA1 A OTC-WAC&4G N6& HTNT. rTF ann M4 el t O:C °pACM MAX MT r X P SP1310E,.FIR 74, m 6-4• r X 6' SOUTER! FINE 24' O/O W-01 r X 4' SFRIKE, FIR V O/C W'-01 r x 6• SOITUERIN Pw Mir' O2 TT-0' r X 4• SPRUCE FlR Q' = M-W 2• x 6' SCUTIFRN PRE R• Or- FY-8• r X 41 SODUER7 Fm 24. Or_ S'-0• 7• X W SPRUCE, FIR 74' O,L IT-0• r x Y SOWIEFN PINE WOO: C-01 2• X r SPRUCE, FOR W OTC 7T-01 7' X 4' WUUERN PINE Ir Or U'-W r X V SPfd10E, FIR 0' O/C 2e-V 7' X 6' SPRUMFIR 2,V OTC b'-0' r X 8' 50UTERN PINE 74. O/C IS•-4• RCErx61sPRR W O,CW'-0' r x 8' SCUD -ERN POE K' OTC 7T-B• Y X6• SPRUCE FR Nr 02B'-d• Y x, SOUIFERN FsE Ir O 26'-0' 2 - 7XW BEAM UNLESS OTWERIUSE NOTED CH FLOORFLAN S' ANCHOR BOLT LINTEL BEAM W4. 5 BAR OM WALL TSM - BEAM W 443M PER PLAN e- (9- MBH MAS IRY BEAM HANGER WOOD TRUSS STRAPPED A5 SWOON ON TRW55 LAYOUT - I FRAMING A STRAPPING KWKNEEWALLOVERCMUNOTE, F A BLOCKED DIAPWRAG4M ZONE IS CALLED FOR ON ROOF PLAN PROVIDE 2x4 BLOCKING • ALL PLYWOOD PANEL EDGES A NAILS • 4. 00. FOR 13LOCITD DIAPW-AGMZONE ad NAILS AT 4. Or- OR 8d NLAL' AT 6. 0 OR ECLIAOVALENT FNIEMAFIC VIAL EQUALNALENT FNIEMLATIC AT SUPPORTED EDGES AND 9 NAL AT SUPPORTED EDGES BLOGJONG AV fl' OC. FIELD .AND W OC. FIELD FOR FOR SHADED AREAS OF ROOF OTTER AREAS OF ROOF v, vr.• oee Hre4TAeG aR n• ctrx TrP. r ROOF SHEATHING NAILING RSNPATERNDETAIL9HI GLES OVER B• FELT OVER TAB' OSB OR VI• CDWOOD TFISISMISTRAPPED614O N ON T(4119SR- 19FIBERGLASS LAYOUTVP DRDOPT. OVER DO CDROVER 2X6SLIBFASOIA1- ENTFll9ORlT DBL. 2XE WEADER FOR 4'-6' MAX OPENING, BOO UNIT DBL 2X10 FEARER FOR W-S' MAX OPENING URO. 3- I/)' CONK. SLAB W/ FIBEF ESH OV/9 rLATH OVEREFELTOVERLaOVER6MIL05BORV7' VAPOR BARRIER 2 WOOD STIR7• OVER TREATED I6'OC- IV R-I NSUL CG(71'PAGTED FLL 2X P.T. BM PLATE UV V2' X 8' AB. 37' OAC O LGRADE I • 5 BARS L L WAWB LLSECTION - FRAME ONE STORY -MONOLITHIC WS EXTERIOR WALL SHEATHING NAILING PATTERN DETAIL FLOOR FRAMING 51- I01.1616 24" O/C) i 1 1 R- 19 NSIL VI• DRYWALL OVER DO RIRRM' OVER R-5 INSULATION 3- V2' CONK. SLAB WFIBEIa" E514 OVER 6 VIOL VAPOR BARRIER OVER TREATED COMPACTED FILL 7 • 5 BARS WALL SECTION -CMU VVA ONE STORY -MONOLITHIC FIBEIGLA86 SNNSLEsOVERIV FELTOVER TAB. 09D. OR V2' COX ROOD TRUSSES STRAPPED A5 SHOW ON TRUSS LAYOUT 00 P.T. OVER MD CDR OVER 7X6 SU3FASCIA W COW. ALUM- VB4TED SOFFIT LINTEL BLOCK WA • 5 BAR MASONRY FIN854 OVER O'F) BLOOD O05 DCWELS SWOON LOCATIONS ON FOUNDATION PLAN W W 10-Wd NALS WALL STUDS A FEADM CV W-Wd RALS50170M OF Ra'1t7FFRAtWKs KrIBERS (SEE OWECTOR CHART SCHEDULE FOR Mw STRAPS) DOUBLE TOP PLATE TAB' o60 OR Cox PLYWo D EXTE 51E.ATN1Xa NALEo W Wd GALV. • P OC EOGE9 AND 0' OC-FIELD 2x4 P.T. WALL STUD tlV (3)V2• OIA ANCHOR BOLTS TO BLOCK IRE' VIA x 6' ANCHOR BOLTS B' MBFD6-MN MOFOUATION W 2',"W WAa ER3, LOCATED VOTWN 6"Cr EACH BO AND 32' Oa MAX 8-9EWHERE Mr STRAP EVERY %r W W-10d 7x4 P.T. BOTTOM PLATE 0VCRSTUDNAILS • BOTIQI OF WALL A READER STUDS TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS BLOCKING REQUIRED: PROVIDE 2X4 BLOCKING IN THE FIRST THREE FRAMING SPACES AT 48" O.G- REMAINDER TO BE BLOCKED AT %" O.C. OR RAT F3A`I. FA5TENiNG: FASTEN FLOOR SHEATHING TO FRAMING W/ WIT14 Sd COMMONS OR 8d WOT DIPPED GALVANIZED NAILS AT THE FOLLOWING SPACING: I) ( o" ON CENTER AT ALL PANEL EDGE FRAMING 2) 12" ON CENTER AT ALL INTERMEDIATE FRAMING BLOGKING a 48" O/C MAX, IN FIRST THREE FRAMING SPACES 1 96" O,G- THEREFORE FLOOR BRACING AT ENDWALLS P. T. 2X6 W Ur DL4K •r BOLTS • 4W MAX W 6' till ( TYPJ _ MRB'98ED11 l 1 1 1R156 AAARRR000114GGG P. T. 7X4 FILLER LMHAILV P.T. 7X6W IRE' MAIL •J• BOLTS • 48' MAX W 6' MIL EMBED. ( TYPJ 1 DETAIL: TYPICAL JAMB FASTENING a OVERHEAD GARAGE DOOR 4ESE 1RECIUIREMENT5 APPLY U-EN NDCWW DOOR MANUFACTURERS FASTENING ETHOD IS NOT SPECIFIED. PT IX SUCKS FOR UIIJDOUIIS AND DOORS IJ VIAL WJ09 DNA OR WEAVER POWER NAILS 8. O/C AND 3' MAX, FROM ENDS TIP. W I' MO'L EMBEDMEI4TINTO BLOCK 2J AL50 ADD 3/16• VIA. SELF TAPPING CON-- ANCHORS TRW WINDOW DOUR FRAME EIGHT ( 5) INCHES FROM ENDS MAX AND FORTY (AO) NCI -ES :'MINI. ON CENTERWrHKEMBEDMENTVTOBLOCK. ATTACH ORI DOW TO BUCH W/ 10 SCREUIS MAX e• O/C AID MAX 8' OAC AND MAX W Oft- FROM E`Vt- lALTER'1A7' E.) U INSTALL 3A6• DIAtE`M CONK. ANCHORS EIGHT FROM END& APO 24. O W 1' MN. EMBED. INTO 1 WNDOOVDOOR TO PT B scREtib 8• oPc MAX. A ENDS NW r MN. EMBED. FOR PT BUGC FASTUft. *V 35 FSF RATW.) A n m m oJ0- Q 77 W 1Q W - J J Z OJZ Z 5 W Se$ z 9M 3' Revisions: Gar: Anw, bF QesegrrAd. bY- nl dRawn. by d-design daW. 01- 22,01 sheet: S1 Of t 2x4 LEDGER TO MATCH BOTTOM MOAN') SLOPE OF SCISSOR Tp/55 iR[ASS, BLOCKING. • 48' OC, ATTACU TO WEBS WITH CLUSTERS EOF (71 I0d NAILS TYPICAL WEB C 5ECTION SINGLE 'L' BRACE DETAU_ GABLE TRU53 SI-EATHNG 2.4 SPRUCE OR BETTER LATERAL BRACES t 4'-0• O.C. ATTACU l2) V d TOENAILS Fj 10d NAILS • 4' OC. 7x6 P.T. SILL DOUBLE LINTEL "GABLE END W (V 5 N EACH COUPE 5 VERT. BAR SEE PLAN FOR LOCATION/ TYPICAL GABLE ATTACHMENT TO CONCRETE END WALL TOTE, THIS INSTALLATION IS N ADDITION TO BRACING REOIIRETENT$ OF TRUSS MANUFACTURER UIOR COP(T. TO EA Iva N CONT. 2X4 NAIL TO EACH TRU55 t1EHBER ROOF TRUSS c Il 1 l T/I6. SOLID ROOF TRUSS OSB OR I/)• CDX FRAMINO SECTION THRU CHIMNEYCHINTERIORCHIMNEYH @JNTERIOR CHIMNEY DETAILS 2x4 LEDGER TO MATW BOTTOM 7x4 BLOCKNG s 48. O.C. CHORD SLOPE OF SCISSOR TRUSS ATTACH TO EESS WITH CLUSTERS L' BRACE OF (2) and NAILS ATTACHED OW 10d HA-5 4' or - iv TYPICAL GABLE TRUSS WEB B SECTION DOUBLE L' BRACE DETAIL GABLE TfaJSS j 1 pgBSM'SON A35 3'-0.00.\TT} 11t• CDxx4SP1au-F oR eErrER 2.4 DRYWALL NAILER 4' OC. Wd NAILS • 4. O.C. TOP 2x4 TYPICAL GABLE ATTACHMENT TO WOOD FRAMING END WALL COTE: THIS INSTALLATION IS N ADDITION TO BRACING REGUAREMENT5 OF TRUSS MCNFACTIIE=R UPLIFT OF KRSI6 IMP! 10d MILS MPt • CF 3/I6' FROM TOSS 5TRWS TO PEW.T. TAPC0% TOCM MAMFACM; ER 611'115M EACH STRAP) EACH STRAP) 0-131 I 1 4 132-1460 2 1 4 F AN •A• STRAP IS MISPLACED OR FOFroTtEN AFTER THE POURW5 OF TIE LINTEL BENT AT TOP CF CT U WALL THETI A SIMPSGN MT516 CAN BE SUBSTITUTED FOR EACH MISSED 'A' STRAP ITYP. UANJ PLEASE 9EGURE EACH MTSIG STRAP FOLLOURYs tIE ATTACHED TABLE AID ACCORDING TO THE UPLIFT SHOWN FROM THE TRU55 MANFACTURER INSTALL ALL TAPCONS WITW 1-ITT' MN. EMBED - LINTEL BEAM W/ (IJ 5 CONT ATTACH TAFCONS EVERY OTIER HOLE NOTE: TAPGO14T7 SHOULD BENSTALLED N STRICT ACGOf1DANCE WTM TIE MANUFACTURER`S REC01't AT10N5 MS MISSED "A" STRAP DETAIL E 20 Ga. GALV. NG FOR TRUSS ON CY U ROOF SHEATHING OVER TRUS' SEE NAILING Z01,E5) BACIONAIL W/ (2)16d NAILS L' BRACE TO EXTEND AT LEAST W% OF WEB LENGTH (SEE TABLE) 2.4 PANEL BLOWING • S' / FOR ENROWS TRUSSESFROMEEENODTYPICALATTdCIED IV (1716d TOENAILS GTY,{ P&07 WALL BOARD SEGTIOIV " 8 P.T. LEDGE TIE MISSED FILLED CELLS CAN BE REPAIRED BY EPDXY GROUTING (1) 5 REBAK (SEE EPDXY PROPERTIES AND SPECIFICATIONS ' CONCRESTVE LIQUIDLPLOREQUIVALENT ') INTO BOND BEAM AND NTO TINE FOOTING FOR ALL FILLED CELLS SHOW ON PLANS BUT NOT FILLED N THE FIELD PROVIDE 6• MN EMBED. AND 3/4'1 HOLE INTO THE BOND BEAM AND THE FOOTING STOP OF BOND BEAM Bol4D 13EAM W/ PROVIDE 25" (1) 5 CONT. SPLICES ( T-YPJ FILLED CELL B' a-W WALL-- M5VERTICALEPDXY GROUT 5 INTO FOOfNG AND BcHp TOP OF FOOTER BEAM W( 6' MILL EEMBED. NOTE: EPDXY GROUT SWOILD BE INSTALLED N STRICT ACCORDANCE elNil TIE KAMFAC1U RER'S RECOht@IDATIONS. MFC MISSED FILLED CELL DETAIL c 24' OC. 2. 4 BLOCKING • EA SIDE (TYPJ GABLE EI 24. Or - Tam 058 SNEAT"W 2x4 CONTNIOUS 16. O/C GO EA SIDE (TYPJ PROVIDE 2x4 BLOCKING CHIMNEY DETAIL CONNECTION KTS. 1/ IG' 0$0 OR V)" COX 2x4 DIAG. BRACE t 48' OC. W/ ( 4) 10d NAILS t EA END FIRST TWO BAT$ Tial55 IOd NAILS s 4' OC. OCUBLE LINTEL • GABLE END W/ ( 1) 5 N EACH COJR5E V2• X 8' WEDGE ANCHORS, 32' O/C U 5VERT. BAR SEE FOUNDATION FLAN FOR EXACT LOCATION) 14' 5 A7 48" 24— OC. 1 PROVIDE CU 9 AT 40' OC. VERT. AND (2) S _ BELOW EA POST LOCATION FILL ALL CELLS WITH 2500 P51 COD C ALTERNATE HOOKS IN FIND. BRACE EXTERIOR SIDE OF WALL DURING 8 COMPACTION OF THIS AREA 5 a 48. OC. SIDE ( TYPI OR V2' CT7 2- 2x4 TOPPLATE2X4 ST OR 1/2 2X4 DIUDS SCE 2X4 P.T. L SOT. PLA J- BOLTS AS SWOON STRAP STUDW/-B- HURRICANE CLIP TO TOP 4 BOT. PLATE ClU WALL WALL SECTION Q FRONT ELEVATION EXTERIOR CHIMNEY DETAILS ECDv SIDE ELEVATION L' BRACING RE XAFEAI M STD NO 1) 2x4 0)2x4 2)1x6 SPACING L.BRACE L' BRACE L.BRACE I. BRACE 0... _ 4•_5• 4. 5• _ 8._0.. 8._0. _ R_5. I._0.. _ 5.w. 24" 1 0'-O- - 4'-0' X-C" - 6'-10" 8'-w- - 8'-10"Q'-8- NOIE: L- BRACE MOST EXTEND AT LEAST 90R GF KI 15 LETKGUT GABLE TRIM LBRACE W/ —4OC. SEE' yam- E FF OR-R SI"ZEAta LOCATION) CONIIH.S BEARING GAME aP MACM DUAL KIND SPEED 10O MPH, MAN WALL HEIGHT UP TO 30' 0" SEE PLtFOReT SIZE 1) 5 CCNT. PROVIDE OPEN MAD IT. AT 46" OC. FOR WEEPS GRADE AWAY FROM HOUSE 4) 5 CONT.. AS 2'- 0, 3'..CLR COV. SNOW .(— ALL REBAR CTYPJ R RETAiNtN6 WALL AT PAilO NOTE: EIRdCE SIDE OF WALL ADEOUTATELY Dt/2R' IC GOrPACiIOIt FOR PATIO SLAB. LEAVE BRACES N PLACE FOR T DAYS AFTER PATIO SLAB IS POURED RIMANE ENGINEERING 407) 774 QW3 FAX (40* 774-6477 PA. IO% 161613 GLTNIONM SPMM n M716 RPJNAS 3. NOCN PEI 476M 411 SIMPWll T522 12430Lb. max UPLIFT) or GIRDER , (2) F0. JGIaES RT22112 (2S30Lb. max UPLIFT) or 2) SEMCO ADS- 2 (34121-b. max UPLIFT). 2x4 POST SEE DOUBLET PLAN FOR ( QUANTITY PLATE S' MN II EMBFD DETAIL for ( 2r- G 5U8ST111fTION for (I)II a GIRDER CONNECTION 3/4• . r- C, Q W W m kn U) Qice-- J WIll p 0 0W W Of Z W Q 2 J WU a ib44 6• f Iigi183`s s coC-4 le sa 0) 7 x; o 3 E5 i Sall1eva4orls: Gar. e- a. GeG: de611F1edbY: M dla El'd— desk" d.doed Dy. 2— data 81-2241 sheet CAL Of.