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160 Bristol Forest Trl - BR04-000486 - SFR
PERMIT ADDRESS CONTRACTOR ADDRESS Centex Homes 385 Douglas Ave., Ste 2000 Altamonte Springs, FL 32714 407-661-2176 PHONE NUMBER CGC 049689 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE s tv%&. SUBDIVISION PERMIT # bLk 0 4fbd DATE PERMIT DESCRIPTION S q Z- PERMIT VALUATION 4; SQUARE FOOTAGE rill ` 20 d C x th En cn V d a 0 11 C-' CERTIFICATE OF OCCUPANCY / COMPLETION t This is to certify that the building located at 160 BRISTOL FOREST TR for which permit 04-00000486 has heretofore been issued on 12/09/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as rr..` complies with all the building, plumbing, electric'al, 'zoningO 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 .13 Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In 1'tL Oq C)y Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage O 1 r Paved Maintenance Bond PUBLIC WORKS: Street Name _ Street Signs Ig 1 q CL 05 _ Lights Storm --- Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE 01-OPEN SPACE FEES PAID DATE AMOUNT 12/23/03 10.00 12/09/03 10.00 1/13/04 10.00 12/16/03 10.00 12/09/03 10.00 12/09/03 59.27 12/09/03 54.00 12/09/03 279.61 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 160 BRISTOL FOREST TR for which permit 04-00000486 has heretofore been issued on 12/09/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-POLICE IMPACT - RESID 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 12/09/03 91.93 12/09/03 10.80 12/09/03 847.00 12/09/03 10.81 12/09/03 1384.00 12/09/03 650.00 12/09/03 1700.00 OWNER BUILDING OFFICIAL / D DATE: 3/18/04 CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) i FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires December 31, 200E Read the instructions on oaaes 1- 7. SECTION A - PROPERTY OWNER INFORMATION I For Insurance Comoanv 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 160 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 37, PRESERVE @ LAKE MONORE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (type): IV' or ##.##### NAD 1927 NAD 1983 Cl USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bt. NFIPCOMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth ofGooding) 1202940035 E 4/17/95 4/17/95 X NIA 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile ® FIRM Community Determined Other (Describe): ^ B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ®No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings" Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building forwhich this certificate is being completed -see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a-i below according tothe building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD'29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement orenclosure) 14. 5 ft.(m) i o b) Top of next higher floor N/A. _ft.(m) CA v o c) Bottom oflowest horizontal structural member (V zones only) N/A. ft.(m) o o d) Attached garage (top of slab) 14. 2 ft.(m) woe) Lowest elevation of machinery and/or equipment m servicing the building (Describe in a Comments area) 14.P.0) E o f) Lowest adjacent (finished) grade (LAG) 12.2 ft.(m) m . o g) Highest adjacent (finished) grade (HAG) 14. 1 ft.(m) CAoh) No. of permanentopenings (flood vents) within 1 IL above adjacent grade 0 1 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) 4b SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by 6ne or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE320E. SOUT4 STkElft.ATE.1 ORLANDO FL 32803 SIGNATURE I a IgV ATE TELEPHONEpIAJD3/8/04 (407) 26 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 Insuranos Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suttee, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 160 BRISTOL FOREST TRAIL CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32T71 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent1company, 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 ifattachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and ZoneA (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended foruse as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide asketch orphotograph.) E2, The top of the bottom floor (including basement orenclosure) of the building is _ ft.(m) `in.(crn) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(crm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform ofmachinery and/orequipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the oommunitys floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are conact to the best ofmyknowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's flcodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from otherdocumentation that has been signed and embossed by a licensed surveyor, engineer, or architect whois authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located inZone A (without a FEMA ssued oroommunky4ssued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. IG4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ rn) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: , ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here 9attachments FEMA Form 61-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 37, 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 S54'23'11 "E 50.00' LOT 37I" = 30' GRAPHIC SCALE j 6,000 SO.FT. t 0 IS 30 I 0 n O I 0 0 I 0NIN o:6. T: 40.0' Z w ww w LOT 38 2 W w LOT 36 ONE STORY o J n CONCRETE BLOCK FD x` a RESIDENCE FINISH FLOOR cno 7 ELEVATION=14.52 0 Cn Q u LD 1— COVERED 6.0' o U7 7ENTRY M Ln 0 L0 Z..-- I 5.0' 0 Y 3 C/W O I CONCRE Y w ,.pRIVEWAY.Y.: W 0 WALK IS 1• 10U TILT Y EASEMENT WALK IS0.3' ON t6. Q':: C:. 0.2' ON _ I N54'23'11 "W 13 . con o F 50.00' _ iIInNM 146.07' 285.00' — —. S54231VE CENTERLINE OFJ 431.07- RIGHT-OF-WAY BRISTOL FOREST TRAIL SO' RIGHT-OF-WAY 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 03-05-04, 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, HAVE EXAMINED THE FA.R.M. COMMUNITY PANELNO1202940035EDATED4/17/95 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 37 BEING N 54'23'11" W PER PROPOSED PLAT. FIELD DATE:) 12-2-03 REVISED: SCALE: I" = 30 FEET _ APPROVED BY: SJ FINAL 03-05-04 CKD ASM 39651 FORMBOARO 12-17-03 CKDJOBN0. PLOT PLAN 10-31-03 S00 DRAWN BY: LOT FIT 12-18-02 CKD LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 4 EXISTING ELEVATION CONCRETE LO LAND SURVEYING BUSINESS LS LAND SURVEYOR PRIM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINTP) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAO CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393320EASTSOUTHSTREET. SUITE 180 ORLANDO, FLORIDA 32801 (407) 426-7979 0 U j2 i 0 L1J FND 1/2- IRON ROO AND CAP LB #6393 (03/05/04) QFND NAIL AND DISCLO #68 (03/05/04) FND 1/2-IRON ROD AND CAP US #6393 (03/05/04) 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 10 IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE 1 HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTE! CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611317-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA 10.04 FOR MAm9wr THE FIRM R. MUSCATELLO JR. PSM#4928 DATE S-06-223 12:S2PM FROM Permit 1r : \ Job Address; Description of Work. Historic District: Zoning: cm OF 9A-NFORD PERMIT APPLICATION Date: Value of Wor • 3 Mechanical Plumbing Fire Sprinkler/Alarm PoolPertuitType: Building Electrical) X Eledrical: New SeMM — # of AMPS 5.-L s Addition/Alteradon Change of Service Tetnporlaiy Pole_ Mechanical: Residential Non -Residential Replacement New (Duct Layout & energy Cali;. Required) Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines p of Gas Lines Plumbingy/New Residential: of Water Closets Plumbing Repair - Residential or Commercial a _ T Occupancy Type: Residential Commercial Industrial Total Square Footage; Construction Tyne: of Stoties: is of Dwelling Units: V, y _ Flood Z4oe: (FEMA form required for utncr ;:,a;I x) Prrcel 9 Arrsch Proofof Owncrahip & LApI Description) Owocrs .Fame & Addr•tas: _ Centex Homes 385 Douglas Ave. Suite 2000 A1 tamonte Springs.- FL 32714 Phone: 407-661-2150 ConcirworlNatnc&Address: Approved Electric Co, of Florida 4874 S. Orange Ave, Orlando....FL 32806 State License.Number; EC0002494 Phone & Pas: Fay 4f17-8 51 —1 226 Contact PcrsotiJohn Findlay !-hone: 407-851-1220 Iiondioo Company a5dre;, iort-,a,^,e Lender A1jdst>is A rclticcc '' E n gi nce r. A^or(:4i Phone: V nx: pp!,eatlon ,s hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installanon has comrnenx.(: prt;;. ,,, ss-wac ores permit and that ell work will be performed to meet standards of all laws regularing construction in this jurisdiction. I undcmmno that a sCplratc rnust be secured for ELECTRICAL WORK, PLUMBING. SIGNS, WELLS, POOLS, FURNACES. BOILERS, HEATERS, TANKS, andA!K MINOITIONERS, cic. 0 WNE 'S AF•F1DA V fT: I certify that all of the foregoing infomtation is accurate and that all wo* will be done in compliance with all applicnl,ic. ;,.,, : I c! "nr.g, carupucdon ar,d zoning, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RBSU1:1 IN 1;:;t l;" NT TWICE FOR 1MPROV6MENTS TO YOUR PROPERTY. IF YOU rNTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN n'-rk3R-nEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, 40T17F. In addition to the requirernerits of this permit, these may be additional restrictions applicable to this pro that may be found in the public rrcores c: n.s cuunry, and there may be additional perrnits required from other governmental entitles such as water ement districts, state ugencics, or fcocw: urmcici ccep:accc O! perrnt( is verification that 1 -11 notify the owner of the properly of the S:grature OrOwner/Agent Oa r.; Owner/AFcnt's Name rc of'Notary-sufc nr (Ipnda cr/Al;ent is - Pcrso+)all% Kno%,,n to Mc or Pro(iuC(I ID At'PROVh!)HY Wdb. Intual or I./Jtl) Da(c Charles Cannon _.—_.. P1 nl Conh'acior Agent's Naamccc - 1 Ggnawrcnrtn ry-State offlonez Da PATRICIA A. ALf A,_) tAtCperL hjyt (,\jMjSSj0 ' R?tl4"2.0 nn(ractpr/Ac:r Is _ PcrsUn i. KnnWn to `s Pf( W c.; C r4e milt ES: March22,.2005 Initial ( )late) (Initial tC i)itel COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75751. DATEa BUILDING PERMIT NUMBER: Cis CUMOWHER ADDRESS:: a APPLICANT NAME - LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ' ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.On SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.0O AMOUNT DUE $ 2,285.00 STATEMENT RECEIVED BY: SIGNATUR PLEASE nunT NAME) DATE/i,____/ NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE ,DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT,, PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS 8F THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAY ENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING r CITY OF SANFORD PERMIT APPLICATION 1 Permit #: ~ _ Dale: Job Address: Description of Work: CONSTRUCT CONCRETE BLOCK SING FAMILY DWELLING ,> Historic District: Zoning: _— _ Value of Work: $174.• L (/ 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: # ofWater Closets _ Plumbing Repair — Residential or C'pmmercial Occupancy Type: Residential Commercial Industrial Total Syuare Footage:y_7/cP/ / Construction Type: # of Stories: —/— # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 22-19-30-502-0000— 49 -/ q 0 _ (Attach Proof of Ownership& Legal Description) Owners Name & Address: CENTEX HOMES, 385 DOUGLAS AVE., STE . #2000 , ALTAMONTE SPGS . , FL 32714 Phone 407-661-2176 Contractor Name & Address: PATRICK J. KNIGHT/CENTEX HOMES (SAME AS ABOVE) State License Number: CG C049689 Phone& Fax: 407-661-2176/661-4089 Contact Person: JACKIE CAINES Phone Bonding Company: NA Address Mortgage Lender: Address: 407- 467-2643 Architect/ Engineer: HURRICANE ENGINEERING Phone: 407-774-9003 Address: P-O.BOX 161613, ALTAMONTE SPRINGS, FL 32716 Fax: 407-774-8477 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES. BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. OCT 16 2003 Signature of Owner/Agent Date Signature of Cnntracto c:nDate Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is Personally Known to Me or Produced 11) PAT KNIGHT _ rir tractor:'Age(n't's ame I 00 Signature of Notary -State lorida Date Contractor/ Agent is X x_ Personally Known to Me or Produced 1 D APPLICArlONAPPROVED BY: 131dg-'(` G Zoning: Initial & Date) ( Initial & Da(c) Special Conditions. I=f® FD: Initial & Datc) ( Initial & Date) i. Cityof Sanford Building Division t`' g Submittal Requirements for Residential Building Permit l . Two (2) recent boundary and building location surveys showing setbacks from all structt res to property lines for permit for stnrctures (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 Slate of Florida requires bathroom compliance with Florida Accessibility Code. e. An elevation of all exterior walls - cast, west, north, and south. Finish floor elevation height as per Fnginecring Department or subdivision plat d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections. c. Framing plan for Floor joists where conventionally framed. Plan is to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing, engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of at.tachrnent, placancnt of handrails and guardrails It. Square footage table showing foolagcs: I. Garages/Carports % sq. R. 2 Porches/Flitrics 3 sq ft. 3 Patio(s) sq fit 4. Conditioned Structure sq. It. Folal Gross Arca sc It C I 3. Three (3) sets of completed Florida Energy Ccxlc Dorms 4. Soil analysis and/or soil compaction report If soils appear to be unstable or if structure is to be built on lilt, it report may be requested by the Building Ofticial or his representative. Olhcr submittal docuinews a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit issucd by Seminole County 1 lealth 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 Icc statement c. Property ownership verification. f. Driveway permit issued by City Engineering Department. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. if electrical, mechanical, or plumbing permits have not been issued. inspections will not be scheduled or made and subcontractors will be subject to penalty under city ordinances. Date OCT 15 2003 O,vncr/A ,cnl sirnatnr Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAILI seadnalecounty 4i'Yd1rc I IOI & First St. Naafavd Il.32771 407-6bf75" 2004 WORKING VALUE SUMMARY GENERAL Value Method: Market Number of Buildings: 0 Parcel Id: 22-19-30-502-0000-0370 Tax District: S3-SANFORD WATERFRONT REDVDST Depreciated Bldg Value: $0 Owner: CENTEX HOMES Exemptions: Depreciated EXFT Value: $0 Address: 385 DOUGLAS AVE STE 2000 Land Value (Market): $13,680 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0 Property Address: 160 BRISTOL FOREST TRL SANFORD 32771 Just/Market Value: $13,680 Subdivision Name: PRESERVE AT LAKE MONROE Assessed Value (SOH): $13,680 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $13,680 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: $285 Find Comparable Sales within this Subdivision 2003 Taxable Value: $13,680 LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 37 PRESERVE AT LAKE MONROE PB 62 PGS 12 - 15 LOT 0 0 1.000 13.680.00 $13,680 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.sepafl.org/pls/web/re_web.seminole_county_title?PARCEL=22193050200000370&coparcel=22-19-30-502-0000-03 10/10/2003 CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661 -21 50 Fax: (407) 661 -4089 www.centex-orlando.com TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for Jackie Caines or Nan Holmes to sign permit applications and energy calculations for any lots owned by Cented Homes, obtain permits for same and receive Certificates of Occupancy, in my name and license, for the subdivision and lot specified below: SUBDIVISION:' PRESERVE AT LAKE MONROE PATRICK J. NIGHT CGC049689 STATE OF FLORIDA LOT L 7 COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this OCT 2 8 2003 by Patrick J. Knight, Division President of Centex Homes - Orlando). He. is personally known to me and did not take an oath. NOTARY PUBLIC KIMBERLY A. BROWN a MY COMMISSION w DD 0g8590EXPIRES: Mar'4h u8onnenThru ,2004 Nblery?uhlic Unnenvniera WALL LEGEND lbc12 BLOCK WALL ® 8'-0' a 5TU0 WALL ® &'-O' 5TUD WALL o 8'-0" w/ IN5ULATION HANDICAP ACCE5515LE BATH AREA CALCULATION5 Ibg2 TOTAL A/C LIVING AREA: 16L12 5F GARAGE: 391 5F COVERED ENTRY: 36 5F PATIO: 40 SF TOTAL UNDER ROOF: 2121 5F TOTAL AREA: 2161 5F FLOOR PLAN NOTES I6112: 1) ELEVATION 'A' SHOWN: SEE PARTIAL PLANS ON SHEET 'A-35' FOR ELEV. 'B' CHANGES. 2) ALL INTERIOR WALLS TO BE 3-1/2' UNLESS NOTED OTHERWISE. 3) ALL STRUCTURAL WOOD HEADERS TO BE DOUBLE 2'XIO' UNLESS NOTED OTHERWISE. 4) SEE FOUNDATION PLAN FOR FILLED CELL LOCATIONS. 5) AIR HANDLER TO HAVE MIN. 4" CLEARANCE ON ALL SIDES AND ENCLOSURE SPACE TO BE MIN. 12' WIDER THAN APPLIANCE. 6) A/C PLATFORM BY BUILDER 1) ATTIC ACCESS TO BE 22'X54', FIELD LOCATED 8) BARTOP TO BE 40' H. ICNEEWALL w/16' KART A/C COND, W/ 36X36X. CCNC. PAD Rill — 40'--0" 1 ar• rr r-v r rrrw•rr r wrr-r- rr •ram rr rrrrr• MSTR. PRYER VIEW R11 rraa 1 1 Q V A AU ok i s; 1 REAT- e i C r i r 4 r r s: i 1! LFIELD ARA&E— I I i; ENGINEERING ^ 1 ( FLOOR FLANw'n nE .-9m 61L- na-\sn P. O. box 1.613 AVAYGRE SPMCS, FL 32716 TNosNi 1 ADERWN VE(t 47019 N J ckO O 1L-j L as u= E EYYe S: gg• 171ItE sN if sa0) iY t 0d8y6 a 9 tSis flit SEE: Bala N,': de kWwd by. Id dmr by- do w design Nlecli! by. aww 1- 22-01 sheet 4 Of. This Instrument Prepared By: ilYitl 1 W\ Yt aW it iw"Yi + iwi \N OW Mi " ri +tit+ r+..4s 4 L A 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 NARYwE MORSE, CLERK OF CIRCUIT COURT SEMINOLE CCIMY SK 05063 PG L 344 CLERK' S # 2'003 L6653L2 KCDM 10/16/2003 11158128 FMI RECMING FEES 6.00 RECOM BY S O'Kelley THE UN13ERSIGNED 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 ofProperty: 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. 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) Debra A. Riggs OFFICE MANAGER FOR CENTEX HOMES, 26S DOUGLAS AVENUE SUITE 2000, ALTAMONTB SPRINOS, PLORIDA 22714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME TICS OCT 16 2003 BY DEBRA A . RIGGS.. OFFICE MANAGER p[py CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION MV& Gal»l IVI LI) 4i1Ar 1 2728 HOLDING CORPORATION, A NEVADA CORPORATION, DEBRA A. RIOGS IS MARYANNF MCiPS'E PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. oLfYK OF CIRCUIT {UURT • SEMItiOLI. CO UN 6GORt oir Rtaa - NOTARY PUBLIC OCT 1 JAC, C/UNE8 r ComInIM OO pE lalEmweewe / PZ1a00!{ CITYbF SANFORD PERMIT APPLICATION Permit # Job Address: Description of Work: Historic District: Zoning: Value of Work: S 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 Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas tines Plumbing/New Residential: # of Water Closets 2 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 for other than x) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: AJ K r1 (( r Phone: Contractor Name & Address:FiW—I.tt l't-cy State License Number; iG e d <_._ Phone &Fax: L10 -? —2 3.a4/ 2$?l° 7 1? Contact Person: 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 theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature ofContractor/Agent Date G OfS Q.!' ri-^ %C...LfJ A. 'o"'" r"s•- C c Print Owner/Agent's Name Pn w o u Signature of Notary -State of Florida Date 2ur ;foary-State Koida Date a cn •2 .. can 'r v a E PM <2IJE F- Owner/Agent is ^ Personally Known to Me or Contractor/Agent is Pe onal(yy Known to Me or cG LL Produced ID Broduced ID —. L`1%.2! mow_ APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) --(Initial &Date) Special Conditions: POWER Or ATTORNEY Date.- / Z - /& _03 I, i Ju1 c rJ z lr4"d• , do hereby authorize to pull the P i+k,*tb] ) permit for (66 80-,-5 fD ( Foc tt f- type of pen t address Signature OOMMISSIOM k DD 1S2i pt,iti ' EXPIRES- NoNo No «rnNr2U06 Ily known to or drivers license # _ State of Florida, County of OV CA (" > , on 6 day of Dec, --j 200 0, 8`R Dtscriplk,n m; fliq;oric Dili ` i errfxll Type: 1~afile)i.tg Elererical f e 3 ausisal Flon*itng Fir,ir11r R-/P. Fs l Eiecxrlrnl: iYe4v Service of AArIFS ldslitiort/ h}terat?r;t C?ta tie ®fsrNi2E Te msoaary yl _, _ R4ecttanlcat.' Residential =. Nort-Residential Retpla rtaertt Nev(Dm l,ayoss e 1 teet erect) Plumbing/ New Commercial: of Fi;tturtt Atof Waite A Sewer Linen os Cras Lines Plumbing/ Neva Presidential: # of W r'Closeis Plumbier RepEir Rtesidenttal or Commercial Occupancy Type: Residential ``` ". " Corrtttsereial Indust;riat 'Toast Square Footage: Construction Ty!ze: # of Stories: V of Dwelling chits: Flood Z9ae: (FEMA fortrr reavired for c f lia i cttr:rr Pxrce! #: ( Attach Proof of Ownership e'fi,sga! Lvessription) Owners [° lame Address: }` r2rt Contractor Name & Address: Phone & Fax. Bonding Company Address Mortgage Lender: Address: Archite- ct/Engineer Address Phone License Nwmber R A a ttv?i 3 i p:+, Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has conin-tenced prior R, Uic issuanceofapermitandthatallworkwilltoperformedtomeetstandardsofaillawsregulatingconstructioninthisjurisdiction. I understand that a sepantc permit must be secured for ELECTRICAL WORM,,, PLUMB134G, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing infor nation is accurate and that all work trill tt done in compliance with all applicable )rwr. rep,dxung constructionandzoning. WARNING TO OWNER.' YOUR FAILURE TO RECORD A NOTICE OF COM MENCEfviENT fvLA`, R.ESULI (1.1 Yr ll n, l i.' ti tG i WICEFOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU NTEND 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 pp9)Pfo rey ih t y be found to die ISublic records of this count', and there may be additional permits requited from othc governmental entities such as water tt tage ents cis, state agenri'ni ft <ir r ni agencies. Acceptance of permit is verification that i will notify the owner of the property of the requirements Frond 'n FS 70. Z f / f JAN 1 3 Z004 StgnatureofOwner/Agent Date Stgnatu of Con cror/ nt Dare R ERT DELL4 RUSSO Print Owner/Agent's Name Print Contractor Age is e Signature of Notary -State of Florida Date Signature of )\o_n-Scare of FIQxa ...., - L crt., „ Owner/ Agent is _ Personall, Known to Me or Contractor/Aver:., PersoI6a Known to Me or ProducedIDProduce, .J AVI' Ll(Al ION APPROVED BY: Bldg Zoning L;. ::;, l D. -------- Initial & Datc} (Initial & Date) (Initial Dare) (It-moa &IDal l7Ccw1 c ondiuom: PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 37, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA IMPERVIOUS CALCULATIONS (LOT ONI. Y) LOT 37 CONTAINS 6000 SQUARE FEET t (LOT ONLY) THIS STRUCTURE CONTAINS 2120 SQUARE FEET i TOTAL CONCRETE 491 (WITHIN LOT ONLY) SO. FT. t TOTAL SOD 3389 SO. FT. i PERCENT OF CONCRETE & STRUCTURE TO LOT 44% t cnuevc rnnrerr (1,o Tn rW1AG1 LOT 37 UP TO CURB CONTAINS 6550 SQUARE FEET i THIS STRUCTURE CONTAINS 2120 SQUARE FEET t CONCRETE 824 SO. FT. i INCLUDING (SIDEWALK/APRON) TOTAL SOD 3606 SQ. FT. t LOT 39 S54'23'11"E 50.00' LOT 37r' 30' = ...AAA GRAPIiIC SCALE Q i DRAINAGE TYPE A II o Is 30 I II I VIIY III O U X LO I LLJ V) La mI Q LOT 38 VV S54'23'11"E BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: CENTEX HOMES I. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. w w T rz f a40.00, w t a, C) CJ^ j z p1692 PROPOSED U o FINISHED FLOOR q F a to Qau° ELEVATION=14.00 a NC Ln El M To W 0 z a Z 6 0 inQ zo 1 LOT 36 r -Ims +3tz gyp+ Cl OF' RD I F- V Ld Ia 0 uj NIU I 146. 01' _ ' 285.00' — PI CENTERLINE OFJ 431,02' RIGHT- OF-WAY BRISTOL FOREST TRAIL 50' RIGHT-OF-WAY THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF TIIE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. BEARINGS S11OWN HEREON ARE BASED ON THE NORTHEASTERLY LINE OF LOT 37 BEING N 54'23'I1" W PER PROPOSED PLAT. FIELD DATE:) REVISED: SCALE: I" = 30 FEET APPROVED BY: Si JOB NO. ASM39651 PLOT PLAN 10-31-03 SDO DRAWN BY: LOT FIT 12-18-02 CKB I pRIVE I 1N I 10UTILITY EASEMEN 50.00' 3 O o IMfV LEGENDBUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POB PCC POINT ON BOUNDARY POINT OF COMPOUND CURVATURE RIGHT OF WAY LINE POC POINT ON CURVE X X PROPOSED ELEVATION OR OFFICIAL RECORD p0 PLANNED DEVELOPMENTPROPOSED DRAINAGE FLOW 0 DENOTES DELTA ANGLE L DENOTES ARC LENGTH O CONCRETE C.B. DENOTES CHORD BEARING LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE LS LAND SURVEYOR pl DENOTES POINT OF INTERSECTION PRM PERMANENT REFERENCE MONUMENT PRC PT DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY PCP PERMANENT CONTROL POINT TYP TYPICAL P) PER PLAT A/C AIR CONDITIONER M) MEASURED CBW CONCRETE BLOCK WALL FNO FOUND RP RADIUS POINT C/W CONCRETE WALK CS CONCRETE SLAB S/W SIDEWALKCCHORDLENGTHCPCONCRETEPADSO. FT. SOUARE FEET RB R PLATBOOKRADIUSNGNATURAL GRADE PCS PAGES R/ W RIGHT-OF-WAY FAMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801 ( 407) 426- 79 79 1, THESURVEYOR HAS NOT ABSTRACTED THC LAND SHOWN HEREON FOR EASEMENTS. RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR THE M R. MUICATELLO JR. PSM#4918 OATEI FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1692 LMR09-1 Builder CENTEX HOMES Address: / tDO 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 J 12_ Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 30.0 kBtu/Itr _ 3. Number of units, if multi -family I _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is [his a worst case? yes 6. Conditioned floor area (ft2) 1692 W c. N/A 7. Glass area & type a. Clear - single pane 152.0 ft2 _ 13. Heating systems b_ Clear - double pane 0.0 ft2 _ a. Electric HeatPump Cap: 30.0 kBtu_ hr c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 7.80 _ d. Tintlother SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 172A(p) It _ c_ N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, hit Insul, Exterior R=4.1, 956.0 fP _ EF: 0.86 _ b. Frame, Wood, Adjacent R=l 1.0, 230.0 fN b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1709.0 ft2 _ 15. HVACcredits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A IF -Whole house fan, I I . Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. Ali: Garage Sup. R=6.0, l.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Total as -built points: 22329 PASS Glass/Floor Area: 0.09 Total base points: 24359 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPA E BY: DATE: d d_ I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNEWAGENT- DATE: 6 6 j Review of the plans and Tt sr specifications covered by this 4oF calculation indicates compliance with the Florida Energy Code. Before construction is completed 4 o this building will be inspected for compliance with Section 553.908 lt, COa FloridaStatutes. WE BUILDING OFFICIAL" `,ij DATE:.?, EnergyGauge® ( 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 1692.0 25.78 7851.6 Single, Clear W 1.4 6.0 32.0 53.47 0.93 1589.8 Single, Clear S 1.4 6.0 32.0 44.66 0.89 1268.3 Single, Clear E 1.4 8.0 40.0 59.31 0.97 2298.3 Single, Clear E 1.4 6.0 32.0 59.31 0.93 1765.0 Single, Clear N 1.4 6.0 16.0 27.96 0.95 424.4 As -Built Total: 152.0 7345.8 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 230.0 0.70 161.0 Concrete, Int Insul, Exterior 4.1 956.0 1.18 1128.1 Exterior 956.0 1.90 1816.4 Frame, Wood, Adjacent 11.0 230.0 0.70 161.0 Base Total: 1186.0 1977.4 As -Built Total: 1186.0 1289.1 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 2.40 432 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 1709.0 2.13 36402 Under Attic 19.0 1709.0 2.82 X 1.00 4819.4 Base Total: 1709.0 3640.2 As -Built Total: 1709.0 4819.4 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 172.0(p) 31.8 5469.6 Slab -On -Grade Edge Insulation 0.0 172.0(p 31.90 5486.8 Raised 0.0 0.00 0.0 Base Total: 5469.6 As -Built Total: 172.0 5486.8 INFILTRATION Area X BSPM Points Area X SPM = Points 1692.0 14.31 24212.5 1692.0 14.31 24212.5 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT Summer Base Points: 32336.8 Summer As -Built Points: 32367.2 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 32367.2 1.000 1.087 x 1.150 x 1.00) 0.284 0.950 10922.7 32336.8 0.4266 13794.9 32367.2 1.00 1.250 0.284 0.950 10922.7 EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeWlaRE52001 FIRCSB 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 1692.0 5.86 1784.7 Single, Clear W 1 A 6.0 32.0 10.74 1.01 346.7 Single, Clear S 1.4 6.0 32.0 7.73 1.04 257.1 Single, Clear E 1.4 80 40.0 9.96 1.01 402.0 Single, Clear E 1.4 6.0 32.0 9.96 1.02 323.8 Single, Clear N 1.4 6.0 16.0 12.32 1.00 196.5 As -Built Total: 152.0 1526.2 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 230.0 1.80 414.0 Concrete, Int Insul, Exterior 4.1 956.0 3.31 3159.6 Exterior 956.0 2.00 1912.0 Frame, Wood, Adjacent 11.0 230.0 1.80 414.0 Base Total: 1186.0 2326.0 As -Built Total: 1186.0 3573.6 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 5.10 102.0 Adjacent Wood 1&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 1709.0 0.64 1093.8 Under Attic 19.0 1709.0 0.87 X 1.00 1486.8 Base Total: 1709.0 1093.8 As -Built Total: 1709.0 1486.8 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 172.0(p) 1.9 326.8 Slab -On -Grade Edge Insulation 0.0 172.0(p 2.50 430.0 Raised 0.0 0.00 0.0 Base Total: 326.8 As -Built Total: 172.0 430A INFILTRATION Area X BWPM Points Area X WPM = Points 1692.0 0.28 473.8 1692.0 -0.28 473.8 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®1FlaRES'2001 FLRCSB v32 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 4577.9 Winter As -Built Points: 6801.0 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) 6801.0 1.000 1.078 x 1.160 x 1 A0) 0.438 0.950 3535.2 4577.9 0.6274 2872.2 6801.0 1.00 1.250 0.438 0.950 3535.2 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 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 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 13795 2872 7692 24359 1 10923 3535 7871 22329 PASS THE STgl, o a _ aa EnergyGauge"" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 600A-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.12.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is 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 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.12.4 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 606A.ABCA.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. 6A-22 OTHER PRESCRIPTIVE MEASURES (must by met or exceeded by all residpnr-es 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612A 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 612A Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 allons 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 604A. 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 EnergyGaugeOlFlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.1 The higher the score, the more efficient the home. 1. New construction or existing New 12- Cooling systems 2. Single family or rmdti-family Single family a. Central Unit Cap: 30-0 kBtu/hr f 3_ Number of units, if multi -family I SEER: 12.00 4. Number of Bedrooms 3 b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1692 ft' c. N/A 7. Glass area & type a. Clear - single pane 152.0 ft' 13. heating systems b. Clear - double pane 0.0 ft' a- Electric Heat Pump Cap: 30.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' HSPF: 7.80 _ d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0-0, 172.0(p) ft c. N/A b- N/A c. N/A 14. Hot water systems 9. Wall types a- Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int 6tsul, Exterior R=4.1, 956.0 ft' EF: 0.86 _ b. Frame, Wood, Adjacent R=l1.0, 230.0 ft' b. N/A c. N/A d. N/A c. Conservation credits e. N/A l1R-Beat recovery, Solar to- Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1709.0 ft' 15- HVAC credits P'r, b- N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A IIF-Whole house fan, 11. Ducts PT-Programmable'rhermostat, a. Sup: Unc. Ret: Unc- All: Garage Sup. R=6.0, 1.0 ft RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) s14p in this home before final inspection. Otherwise, a new EPL Display Card will be completed 011VIE 0 based on installed Code compliant features. Builder Signature: ^ Date: JV I 0 yv g t Address of New Home:f BR ISTOL FOREST TR . City/FL. Zip: LAKE MONROE/32747 e NOTE: The home's estimated energy performance score is only available through the FL.A/RES 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.ucfedu 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 8501487-1824. EnergyGaugeO (Version: FLRCSB v3.2) 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 0008 RIGHT -I LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1692 09-0"2 109 COMMERCE STREET, LAKE MARY, FL, 32748-6205 Phone: (407) 831-2665 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 OF Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 27518 Btuh Structure 19515 Stuh Ventilation air 0 cfm Ventilation 990 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 27518 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens- equip. load 20095 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Internal gains 920 Btuh Ventilation 1474 Btuh Heating Cooling Infiltration 2661 Btuh Area (ft2) 1692 1692 Total latent equip. load 5056 Btuh Volume (W) 13536 13536 Air changes/hour 0.80 0.40 Total equipment load 26151 Btuh Equiv. AVF (cfm) 180 90 Req. total capacity at 0.70% SHR 2.4 ton Heating Equipment Summary Make TRANE Trade Efficiency 7.6 HSPF Heating input Heating output 0 Btuh @ 47°F Heating temp rise 0 OF Actual heating fan 1000 cfm Heating air flow factor 0.036 cfm/Btuh Space thermostat Cooling Equipment Summary Make TRANS Trade Efficiency 12.1 EER Sensible cooling 20"0 Btuh Latent cooling 8760 Btuh Total cooling 29200 Btuh Actual cooling fan 1000 cfm Cooling air flow factor 0.051 cfm/Btuh Load sensible heat ratio 80 % 8oldhlafro valuesnave Oeen mnuMy ovarrraaw Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ti VVrj0hX--,Oft Right-Suft ResldentlaC" 5.5.06 RSRM13 20034Aar-26 09:10:33 E!%FNealCer&v 20021169Z1692rer Page 1 03/26/2003 10:21 DEL AIR + 4076614089 N0.347 9009 RIGHT-J CALCULATION PROCEDURES A, B, C, D r Entire House DEL AIR HEATING,AIR CQNDITIONING,R Job: 1692 09-0"2 log COMMERCE WREET. LAKE MARY, FL, 32748-6206 Prom: (407) $31.2ws Procedure A - Winter Infiltration HTM Calculation* 1 _ Winter infiltration AVF 0.80 ach x 13536 fP x 0.0167 = 180 cfm 2. Winter infiltration load 1.1 x 180 cfm x 32 OF Winter TD 6353 Btuh 3. Winter infiltration HTM 6353 Btuh / 190 ft2 Total window = 334 Btuh/ft2 and door area Procedure B -Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 13536 ft3 x 0.0167 = 90 cfm 2. Summer infiltration load 1.1 x90 cfm x 18 °F SummerTD = 1787 Btuh 3. Summer infiltration HTM 1787 Btuh / 190 ft2 Total window 9.4 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain E-o- 68 x43 grAb moistdiff_ x 90 drn = 2661 Stuh rrviceaurtr u - r-quipmelu Q1&1119 wau,-x 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfin vent. x 18 OF Summer TD - 990 Btuh Sensible load for structure (Line 19) + 19615 Btuh Sum of ventilation and structure loads = 20505 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 20095 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent x 43 gr/lb moistdiff. = 1474 Btuh Internal loads = 230 Btuh x 4 people + 920 Btuh Infiltration load from Procedure C + 2661 Btuh Equipment sizing load - latent = 5056 Btuh Construction Quality is. a No. of Fireplaces is: 0 SvIMWk MueS /qvebeen Ownuedy ovenlddeo Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrtightSc)ift RWSWeResideWA-5.5.06RSR26013 2003•Man2e0%l&M AOM efiies\cemex 2o02\169211892xw Page t 03/26/2003 10:21 DEL AIR 4076614089 NO.347 9010 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY. FL 32746.6206 Phor- (407) 831.2665 Job:1692 0"&42 J: An Ed. 1 Name of room Entire House FOY BR3 GREAT RMj4MANUAL2Lengthofeosedwall172.0 ft 220 ft 35.0 ft.20.0 It 3 Room dimensions 7.0 x 11.0 ft 13.0 x 16.0 ft 17.0 x 20,0 ft Ceiings Candil Option 8.0 ft heatfood d 8.0 ft heaUcool 8.0 ft heaVcool 8.0 ft heaVcool TYPE OF CST HTM Area Load (Bhrh) Area Load (Bbih) Area Load (StUh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ftq Htg I Ctg M Htg CIg lR') Htg I Clg M Htg Clg 5 Gross a 14B 4.6 2A 1128 58 280 1a0 EMx*L-d b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 12 248 120 o 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 o 6 Windows and a 1C 37.0 112 4140 0 0 32 1183 32 1183 glass doors b 8C 37.0 40 1478 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 o d IC 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 01 01 0- 0 0- 7 Windows and North 20.4 51 1040 0 0 t 21 32 653 glass doors NE44W 0.0 0 0 0 0 0 a 0- 0 Cooling FJW S4.4 101 5494 0 0 31 1684 0 0 SE1SW 0.0 0 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 100 14,7 9.9 20 294 199 20 ZA 199 0 a 0 0 0 0 b 100 14.7 9.9 18 265 172 18 265 179 0 0 0 0 0 0 C 0.0 0.0 a 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 950 4405 1969 36 166 74 248 1143 11 128 590 264 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walla and c 13C 3.2 1.2 230 725 269 102 321 119 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 a 0 a 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 180 1.7 22 1709 2895 3904 77 131 171 208 M463 340 577 757 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 o 0 0 0 0 0 0 o 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 11 Floors a 22A 25.9 0.0 172 4458 0 22 570 0 35 907 0 20 518 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 a 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 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 33_4 9.4 190 6353 1787 38 1271 357 32 1070 301 321 10701 301 13 Subl otal 1+12 25017 3018 4655 3938 Less external heating 0 0 0 o Less transfer 0 o 0 a Heating redistribution 0 0 0 0 14 Duct loss 10 6A 2502 10 ° 302 10 466 10"/ 324 15 Total loss = 13+14 27518 3320 5121 4331 16 Int. gains: People ® 300 4 1200 0 0 0 0 3 Boo ADPI. ® 1200 2 1800 0- 0 0 0 0 0 17 Subtot RSH gain=7.8..12.16 17741 1100 2980 2874 Less external cooling 0 0 0 0 Loss transfer a 0 0 0 Cooling redistribution o o a 0 18 Duct gain 100/ 1774 100 110 10 228 109y, 2U 19 Toter RSH gainc(17+18)•PLF 1.00 19515 1.00 1210 1.00 3278 1.00 3162 20 Air required (din) 1000 1000 121 62 186 166 157 162 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wnght ft RI9hFSu'k ResiAenG - 5.5.00 RSR28013 20OS-Mar-26 09:10:33 E1FV.e Centex 20=169211692nr Pegg 1 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 P011 RIGHT-1 WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET LAKE MARY FL 32746-a20e Phone: (407) 831-2885 Y Job.,1692 09-06-02 1: 7th Ed. 1 Name ofroom KIT WICILDY MBR WIC 2 Length ofexposed wall 31.0 R ft 220 ft 5.0 ftH4MANUAL3Roomdimensions17.0 x 14.0 ft 6.0 x 11.0 ft 18.0 x 16.0 R 18.0 x 5.0 ft Callings Condit Option 9.0 ft heat/cod 8.0 ft haaUC001 8.0 It heatt000l 6.0 ft heaf " TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) F-CPOSURE NO. Htg I CIg ttj Htg CIg Its Htg I CIg HIS CI9 ftz) Htg Clg 5 Grass a 148 4.6 2.1 248 48 176 40 Exposed b 12C 2.9 1.9 0 0 o p walls and c 13C 3.2 12 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 6 Windows and a 1C 37.0 0 0 a 0 32 1183 glass doom b 8C 37.0 40 1478 0 0 0 0 0 0 Heating a 9C 38.7 0 0 0 0 0 0 0 0 d 1 C 37.0 0 0 0 0 0 0 0 0 e 7L 20.8 0 0 0 0 0 0 a 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 1 19 0 0 1 21 0 0 0glassdoorsNEINW0.0 0 0 0 0 0 M 0 0 Cooling ENV 54.4 39 2126 0 0 31 IBM0 0 SE/SW 0.0 0 0 0 a o 0 0 0 South 0.0 0 0 0 a 0" o o 0 Harz 0.0 0 0 0 a 0 0 0" 0 e Other doors a t oD 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 D 0 0 0 0 a 0 0 0 9 Net a 14B 4.8 2.1 208 958 428 48 221 99 144 664 297 40 184 82 exposed b 120 2.0 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 partltons d 0A 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0A 0 0 0 0 0 0 a 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 a 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 238 404 530 66 112 147 288 488 641 90 153 200 b 0.0 a.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 a 0 0 a 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 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 31 804 a 6 156 0 22 570 0 5 130 0 Nate: roam 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 a floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 121 Infiltration a 33.4 1 9.4 40 13371 376 0 0 a 32 1070 301 0 0 0 t3 Subtatelloss=6+8.+11+12 4981 489 3975 467 Less edwnat heating 0 a a 0 Less transfer 0 0 Y».. 0 0 Heating redistribution 0 a 0 0 14 Ductloss 10 OA 498 10 OA 49 101/1 397 104 47 15 Total loss=l3.14 5480 538 4372 513 16 Int gains: People 0 300 0 0 0 0 1 300 0 0 1200 1 1200 1 600 0 0 0 0 17 Subtot RSH gain=? 9_.++112+16 4679 846 3244 283 Less a demal coding 0 0 0 0 Less transfer 0 a 0 0 Coding redistnbh Wn 0 0 0 0 18 Dud gain 10 468 10 a5 1a 324 10 28 19 Total RSH gain=(17+18)*PLF 1.00 514477 1.00 930 1.00 159 36" 1.00 31a20Airrequired (dm) r9 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ww-vgNt.SCXft Rlgt*.SuheReslderaial-S.5.06RSR26013 2003Mar,260.10:33 E 1Faes Centex Z002t1692ttae2 rsr Page2 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 9012 RIGHT-J WORKSHEET Entire House DEL AIR HEATINGAIR CONDITIONING,R Job: 1692 09-05 02 tog COMMERCE STREET. LAKE MARY, FL 327464209 phone: (407) 831-2665 MANl1AL J: 7th Ed. 1 Name ofroom MBTH BR2 13TH 2 Length of exposed wall 0.0 It 31.0 ft 0.0 ft 3 Roomdrmwwjorls 6.0 x 14.0 ft 18.0 x 1S.0 ft 6.0 x 8.0 ft 4 Ceilrgs Condlt.Option 8.0 ft hwvcool 8.0 ftheavcool 8.0 itheallcool TYPE OF CS mu Area Load (Btuh) Area Load (Btuh) Area Load (fth) Ama EXPOSURE NO- ftCIO 00 Htg Clg in Htg CIO ft Htg CIO Nig CIO 5 Gross s 14B 4.6 21 0- 120 0 Exposed b 12C 29 1.9 0 0 0 walls and c 13C 3.2 1.2 a 128 0 partitions d 0.0 0.0 0 0 0 M' 8 Windows and a 1C 37.0 0 0 16 591 0 0 glass doors b 80 37.0 0 0 0 0 0 0 Heating C 90 38.7 0 0 0 0 0 0 d IC 37.0 I 0 0 0 0 0 0 e 7L 20.8 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 7 Windows and NOM 20.4 0 0 16 326 0 0 glass doors NE/ISM 0.0 0 0 0 0 a 0 Cooling EAn/ S4.4 0 0 0 a 0 0 SE/ SW 0.0 0 0 0 0 0 0 South 0.0 0 a 0 0 0 0 Horz QO 0 0 0"' 0 0 0 8 Otherdows a 100 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 c 0.0 0.0 01 0 0 0 0 0 0 0 0 9 Net a 14S 4.6 2.1 a 0 O 104 479 214 0 0 0 moosed b 12C 2.0 1.0 0 0 0 0 0 0 0 0 0 walls and c 130 3.2 12 a 0 a 128 403 ISO 0 0 0 partitions d 0.00.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 a 0 0 0 f 0.0 a.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 22 84 142 187 270 456 601 48 81 107 b 0.o 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 a 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 a 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 a 0 0 11 Floors a 22A 25.9 0.0 0 0 0 31 804 0 0 0 0 Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 a 0 0 0 a 0 0 0 0 is dispL d 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 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infittration a 1 33.4 1 9.4 a 0 0 16 35 ISO 0 0 O 13 SubtoW IoEs=6+8..+11.12 142 3270 81 Less external heating 0 0 0 Less transfer 0 0 0 Heating redistribution 0 0 0 14 Duct loss 10 GA 14 10 °/ 327 10 8 15 ToW loss = 13+14 157 3597 90 16 Int gaits: People @ 300 0 0 0 0 0 Appl. Q 1200 0 0 0 0 0 17 Subiot RSH gain=7+8..+12+16 187 1442 107 Less extemal c00%N 0 0 0 Less transfer 0 0 0 Cooling redistribution 0 0 0 18 Dudgain 10 19 10 144 10 % 11 19 Total RSH gain=(17.18)'PLF 1.00 206 1.00 1586 1.00 118 20 Atr required (cfm). 6 131 81 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wtr, tg l ttsot't Right -Suite WsideMW ' S.S.06 RSRM013 2oo3-Mar-26 09:1 03 AME1FilesTAvdx2002\169211892.rsr 03/26/2003 10:21 DEL AIR 4 4076614089 N0.347 D013 RIGHT-1 WINDOW DATA DEL AIR HEATING,AIR CONDITIONINGA -- Job:1692 09-0542 109 COMMERCE STREET. LAKE MARY. FL 3274"M Phone_ (407) 831-2M W S D W G L S S O N A S O O W G 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 FOY BR3 a n e a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 54.4 32.0 1.0 GREAT RM a n n a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 20.4 32.0 0.0 KIT b n w a c n 0 d 1 1 90 1.0 1.4 1.0 7.0 54.4 40.0 0.9 WIC/LDY MBR a n w a c n 0 d 1 1 90 1.0 1.4 1.0 5.0 54.4 32.0 1.0 WIC MBTH BR2 a n s a c n 0 d 1 1 90 1.0 1 A 1.0 5.0 30.4 16.0 16.0 BTH Wrng htSOft Rk t-&*e ReswenUal- 5.5.06 R3R2wl3 200"ar-26 09.10.,33 AOM E:1Faoswwftx 200Zt189211®s2.rsr Page 1 pk46%--)--A! -•.. If 4 arnoNAL su cL Lss a y r •s y r C t! wrzwcarz suss roR Ir w# ODOR Aw'L6131112it°CAONLOAE Waa` Rcr° n 2 v1o`' Y U u aAw. sTaL n.AD sAAoeR. D tAeA rAsmKto ry M000 AYIe /ArNp) s/u•n-an R000 uD lcAEMs, LISTED 1„,,,o,,,,Dm NUD ZO TRACK-1AYAMmL . wAs W*- NCw . C' WN TRACK TIYCKNC3ti .OaO' 101N 710a) ® rrr. 2-i/3•.13 OA OY.v. 1riS AIAcK AAACNR. IMD / qNl IDCAwe (A) Twx SAACAn "A ME. a VKR To wr R REPORT# 96C 6C 3' A 10 CA Y-aAAs U-& RS w A a11TpN e,( iM0 Y-Wq OK Y-DAAf CRON. steno., CTe) `tom ll..a/a• swEr rtrr. sari OA110MAt vtN1S _ _ _ - L.-.. A `• OPTIC" MM KEM WCK PC" AWL 000R WON - Is' -a' . 1 '.7 .' S4/ O tA.+ N nNAmin i rltWnuri w 11 C- New ,1j NN M• pp0 pR1 yj1 TO r_ •WON {pNyR Or L) aMa (SNOM'N . rRONi /AAA{ will µv' IIADKOt RLOUR0, vu SCAICY! AOiT t[ COLRT10tlLKw OOOA{'pv(A 7'-p9 Nlml wNllii a (s) sLCTOW tlloT s ). cutw oN OUMK UNACE (Wr NO Kawo) TO 0WA01 A MM wWOKa STOP Ko"W4 n ow "VAUA CID WD WwACL ft%WAL "a 00 )Of TANMrtA LOAD, taS , rwL AAW 30 u WN, W. "UL ENO stu 1 ^ 1' DOCK 1/a}UAC0. 4M 30 u OKY. STm WILA. SrML ll MOLDED ws.OEtt I (K OKY SiWfpf0I,pIRAs 11OA WR. tRLI /Y A' PAN NAM OCAL'O - MIN OMACKNE 1 r". Y 4C KAp SKIN earzD rIM S-Ao NUK. (1a fGRMa mm U1D .K 11 (c-00 WvAN1iw0, bMr[ 0-OrNO PItlNu. 01 14 CfM1tR! I7.000 w YKl q a P01 MAC%Q, t/Is• tO. ROYNO AVSNN 1'OAACWWTft, Dy-IOyN(OYO MM YWUtEN tNCAOCf A9 Wn CHOP 11W10171_I wrA 1.000 /AtTCADItOM[ PN ROLLtl1) la Y. WN C tiOp 0/ YIT0. lKw, 11 4, GW, sR4 t0 w tl1M NIf7Mli ' o.I, WM. 'MSMA 01MARID 3• C, V. STKL TINCN IMDKfD ro ROLILA eAACAR. G10N 'ArrN TAAWIII• ANCr10RS WY N Ly{ARGSIU.1I3 Cti OKV, ST<a iRAC1[ MACKt1t. N e) eAACMC ATLCNp M/(1) W1CA. i 401 Y0/ 0/ DOOR. (WTI NOf AWtAREO) TO IRO.'IOC A MISN TRACK AT1'w TOj/- SNiM?NO SWAGE11wo"TA, &A" 00 Nor MM am I/t .(/a ear NIR (•) +l• a r rnrs MAI Do wroc TKO r/.' OLA. a wilounla 3• DN WORE, M. 10 W. STW ROLL% H Flu n eA er ...v nnn.. S.nneN _e MG Rr "m r6j2= ffll[R AL C A. RADOS TWIRL 7' TALL U-eN J (A) 1 a'.3 .• !LN to eA oAAv, situ rArrMO sucrL M49 w DESIGN LOADS: +24.0 PSI ds -24.5 PSI K' itLD etRoloTn e0 Iw o rzaE rAuK s i T=6s i+E wAON°rwsirc a rRORarwao Ms TEST LOADS. +J0.0 PSI k -77.0 PSF NANOLt Or DOOR RCC0110 fOM TIU( *XAM OA STRIXIUK *0 W ACCOROAWX Y TALL • 90 u "V. OM V-WAS tA0 UUOE W7 MIN CWWAW MOM MU MR TIIE LQAM LO= ON naa .M.Kno w A 1-1-3-1 MrnAN (I t. TwV-wa snLt Last v4cu 7"s wM r. NK xaK ARxsm IDa'( " PART NO.: T-i/ S• aR DN eortoN srctloAl, ONE 11-MR ON NEXT K1TC Wr0"X SECODNtry,) GAL11 V-MR A7TA" " fAAOK ONC IOtK INKn. STOW (NROI.W Tit INYIIt 31. i1i11 t10D T- RttNt .47/i' sW iArrVa tGEws Loa a c.N .r. r+. +... CK ClnnoU ON 15104 r:A LDG,ION DOE A CAOnYlldub Fwa+CR m TOLERANCES M IDEA T RM I_iIHyI•bDD Of ' . Al w r .0 k.07 eMrr e.RS' fa No. I-SI})e1.y19 y(_p '""' K+A+AAr, A. w'w'40 ,00 . t.Ot3 aMIM A- (SIM VLM) L.I w..l x. AIYI AMIK lY1n Y DESCRIPTION: MODEL MT Wa 16-0 x 0-0: 24/-24.6 DESIGN LOAL s A. wA Aw..w .000 . t.005 DWG. t7 ur.ALv, sTmeofTON sAACNRti . / WAKb NMAAs w0000 t.00t DRAWN BY: BUM OATS: 4/10/00SCALE: NTS R ATTADIILD xAM t2) /IAA$/A' S"w WCAL 3CMVL "'•' """"^^ /r ) OD S EE7 t OF t SIZE 1.J 1 10 u WN. DO M13 ArLO40 TO ODOR ow.ia PAIVM `.. aauet il-'°e simutg (. ` ° CMECKEO 8Y: MMN GATE. R/ 6/ M vCC RCuDA f AALpWOIFl. DWG, No,: 102130 REY. N0, t 9 A jwnil OEIQADQw Them+a-Tru {n-Swing Door wood %,ayes System u•"..ru An NOMNM c17F• Single up to 5'4 x B'O w/ro Sider eS Double up to 8'4 x B•O •/wo sidoa:es c.w r r nrza n Ns x, Ox. x0, OXO, lac, 000 r.F.rnu nrcrgrpnnN The hood and side jambs on fingwjoint pine measuring a min. 4-9/16" with a :/2' robboted stop. wk J/Is• TAPCON w ANCHOR 7 :, 1 , : Pllbaw U, WS01W LOA tx III= .. ai ss O •, SCIGN PRESSURE RATING: Single Positive 67.0 PSF Negative 67.0 PSF Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF Double w/wo Sidehtsa Positive 47.0 PSF Negative 47.0 PSF 1/2' DRrMALL r 1 . 2 PIRRMG MLSONRT IM(L u TAPCON 2) u AfI y Y,tO .t41re o $¢€ s MASONRY KOCX NERD 3Aue 1 1g zX sub-6Lclt ':..• • .,,-/ •• ro fx sue -soot xl• - e -1.:. t 1/2• DRrNAU X BLOCK Ie 3/16• TAPCON 1 r 1/2' GSMxYt TYPE AMC" r _ F 2x rfllCft •. a 1 x 2 /IRIbNf ;`t.••r.. ., ELCO TAPCON Of' EQUAL n_. '; •.' (235 l8. SHEAR RATING) •' . 3/10' TAPCON 1 .. b'•f ;5 ,.••:.. (See not. 2) \ •••. PFN s5 I in J .x •1 N - s 3/10' TAPCON - •• j F ;•^ .TYPE ANCHOR w .3 MAX. •• A -" NIA. r SHIM SPACE 1/4EId? VERTIGV_ S" 4WD BMW I%IX TO Ix SUB-110" 1, This system Aos been evaluated for we in locations rdhering to the Florida Bu;WMq Code s VEWFrA SIDE 4WD and when pressure rsqu;rsments as determined by ASCE 7 Minimum Design Wads for Buildings I 4• ILL and Other Structures do not excsed the design prnsura ratings listed heroin. pt 2. For installations when the sub -buck is le» than 1-1/2' (FBC section 1707.4,4 Anchorage Methods and sub -sections 1707.4.4.1 and 1707.4.4.2) Tape" type concrete anchors must be used and the length must be such that a minimum 1-1/4' engage rent of the Topcon into the mosonry wall Is obtained. MAIL W D.C. 6t3.664.3631 DATE 4/3/02 SCALE N.TS. D'NG. Pr. w.LN. CIOL W. kw. DRAWING NO.; . T-02201 twat t or t I-rmt DF9iLNAT1OY. Thermo-Tru Out-5winq Door wood From" System m .muil 04£R!! t NOMINAL cRE Single up to S'4 a WO w/so sldel-tes 3 MAX18' O-C. Double up to B'4 x B'0 -/w o4olltss II !RI!' DNFI M4T10NS- X. Ox. XO. OXO. U. =0 r-E?-" DESCRIPTION• The hood and side Jambi on rin ogvint pine measuring a min. 4-9/16' with a 1/2' robbotod stop. MASONRY uNTEd. I s 2 nRRINCa t r1 S., 'r DRAVALL 3/16' TAPCDN TYPE ANCHOR t.75 8 s 2.-1/T' 1 f PfN 4 HEAD JAMB ZX SUB-BLI-K v' 1 it •..• MIN. ewe. Met EMB. r. tii7x x , 25' MAX. 3 SHIM SPACE e 2-1,2_ PFH INS FF,'IGN PRESSURE RATING: Single Positive 67.0 PSF Negative, 67.0 PiF Single with Sidelites Posiuw 50.0 PSF NagoGre 60.0 PSF oubie w/wo Sidolites Positive 47.0 PSF NegoGw 47.0 PSF MAX is' O.C. 3/16' TAPCON TYPE ANCHOR ELCO TAPCON OR EQUAL 235 LB. SHEAR WING) 11 1 3 N 25SWM SPACE ffir 3/16• TAPCON J TYPE ANCHOR 1fEAD JAMB TO iX SUB -BUCK MASONRY UH1EL 1 a 1 ORRWC d• DA tvALL 6' 1APCON AACNOR BVC< a rtuataa N i 25' MAX. SHIN SPACE 1.25• Ml/. LVA. E 8tD8 vim•• t 3116- TAPCON TYPE ANCHOR L C-SMSC 1 a flRRMO vERTCAL SIDE JWS t6X BUCK TO 1X SUB-DUCX 5 .,..•.:. ItTNI MW. 1 + 2 FlRRING ORYWrLL 1. This system has been e i otod far use in locvtions Differing to the norido Building Code and where Dnn requirements as derminea W byASCE7MinimumDesignadsfor Buildings C-SINK and Other Structures do not exceed the design pressure ratings listed herein. VE SIDE JAMB 2X S TO271VB-BUCK 2. For installations where the sub -tuck Is Iess Win 1-1/2' (FBC section 7707.4.4 Anchorage Methods and sub -sections 7707.4.4.1 and 1707.4.4.2) Topcon type concrete anchors must be used and the length must be such that a minimum 1-1/4' engagement of the Topcon into the mosonry wall is obtained. J. When using o IX sub -buck o 6-9/16' jamb is required to allow for min. edge spacing for Topton type anchors E Wo s { T•* rr, 1 t i H 4} TA T. I W S o 10 NQ10 SOW^ p I. to a 313. 684.3831 DATE: 4/3/02 SG1LL N.T.S. DwO. BY: WLN- CNK. BY: R.W. SHM I OF , r jdODEL. DESIGNATION:. Thermo-Tru In -Swing / Ott -Swing Door Wood FramN System MAMUM OVERALL NO INAL dZE Single up to 54 x B•0 sr/wo sidetites Double up to 84 x 8'0 r/wo sidelites ACURLF NFIC.URATIONS: X. OX. XO. OXO. XX. =C? CENERAt DESCRIPTION: The head and side iambs tyro &V*60int pine measuring a min. 4-9/If' with a 1/2* rabbeted stop. S/` DOUBLE 2X r HEADER I/2' Dm7Wt &CAMNO sa' QEgr•N PRESSURE RATING: Single Positive 67.0 PSF Negative 67.0 PSF Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF ED Y k 1/2• aRriW.L 1 I i;..` 2,4 IOB n^ 6 : 2-1/2• PM ws I' r 1 Smtt t-swx 2s' u4x. siwar sPAcc VFRAGL ME ,tore f.iS• Yel E31B. WI I11111,11 vi 1 ao• I.0' 3.0• 3.0• ao• I I It LWJ AIL SINGLF OR DO 81 F DOOR WITH SIDELITES a NDTF, T This system has been evaluated far use in locations odhtring to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildi.Tgs and Other Structures do not exceed the design pressure ratings listed herein. 6/3.U4.3631 DAM 4/3/02 SCALE: N.T.S. 2S BY: w.Lf C1aL ST: Rw, DRAWING No T-02202 van + a i THERMA o TRU FIBER CLASSIC/'SF(OOTH STAR* ffi6W D"694GLEAND DOABLE W/i W=TBIDELRE INSULATED FIBERGLASS DOOR WITH W000 FRAMES. 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MNMI-DADE COUNTY. 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERI SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MIAMI-DADE COUNTY. 6. MIAMI-DARE APPROVED IMPACT RESISTANT SHUTTERS J f REOUlRED FOR SIDFLRES ONLY. 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Face sheets: Fiberglass avg. min. yield strength Fy(min.)-6.000 psi SmaothStor - 0.070 minimum skin thickness FrberClassic 0.110' minimum skin thicknessCoredesion: Polyurethane foam core. withl.9 lbs. density by BASF. pp e CppDstruetion, The(a skin is constructed from o 0.070" thk. sTieeT-molding rompouno (Sk1CJ. The interior corny is filled with 1.9 IDs. density BASF polyurethone foam. The pow face sheets ore glued to thewoods(Aes and Loils The LVL latch stile s roWon ed with a wood lock blockmeasuring2.375 or 14.0 long of the strie and deodboll 16COUan The hingestileisFingerJointedPineandthetopandbottommaareofawoodcompositematerialInthedoubledooropp6eotfonthefoocbWdoorisfoiled with on extruded aluminum astragol (Mind Jomber N) of 6D63-T6 alloy. The from is constructed from O jointed pine. The er m to o the side jambs with (3) 16go. 1/'crown x 2 long staples at each side. The mullions are secured together in a sidefite opplicrolion udlg /8 x 2' long PFH Wood Screws (6) wews per each mulfon. The units use on Ins" Soddle thre"d meosunrq 5.75' x 1.548'. I' 1 n : The s defile panels ore sandwich got u g o two piecemore, arc dry gored on the eAerior wAh on 1/8' thk. cellular IgpgNNro {I (' S IxTipel/2& 9caulked with stcorm The Gee ironies are held TABLE OF CONTENTS SHEET DESCRIPTION t TYPICAL ELEVATIONS E GENERAL NOTES 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS k NOTES g CH0 C LOW IONS k O AILS 6 ANCHORING LOCATIONS h GLAZING DETAILS 7 UNIT COMPONENTS 8 i BILL OF MATERIALS do UNIT COMPONENTS 37.5 MA%. OVERALL WIDTH Ir36" MAX: PANEL WIDTH U La 41 = x iy x a x ® O X O a N NCO 19 INGL WSWING UNR 74.5' MAX. OVERALL FRAME WIDTH ^- 36.625' MAX. PANEL WIDTH ---{ I W ASTRAGAL Muxx w ago q¢ 0 X DESIGN PRESSURE RATING UNITTYPE R ER IN WHUIREMENTISNOTFIRE NEEDED SINGLE 67.0 PSF - 67.0 PSF DOUBLE 55.0 PSF - 55.0 PSF SINGLE & WITH SIDDOUB LITES55.0 PSF - 55.0 PSF 105. 5" MAX. OVERALL hXAMt WIUIM 36. 625' MAX. 15.5" MAX. PANELWIDTHFRAMEWIDTHW/ASTRAGAL D P 13. MAX. WIDTH jam- 68.5' MAX. OVERAL rI36" MAX. I PANEL WIDTH D MANUF WT A J® U MASTER F.Kizl* 7. 125' MAX. D. L.O. WIDTH 15. 5" MAX. FRAME WIDTH 13. 75' MAX. WIDTH 7. 1 Z5' MAX. D. L.O. WIDTH 1 n F CV aDO ODR oz, M OWO OHO 00n We d O i6 n Z in 2x= OL`' az° U00, m Z U s < IU L. VV BUILDING 7NSULTAMs, INC 813. 654.3831 c' Q8 10 01 er N.T.S. er: TJH L Br: RW WING NO.: S- 2757 M_ 1 or 8 i 2m IA 1 v 2 DOOR PANEL pzp e 29h 2E CI o 42 N n 1 33 0, 0 ' 43c, 0. 34 0 0 SEE NOTE Q'0 5 SHT. 4 C S 2 41 Gi NOTE _ I4 1 SHT. 4 5' MIN. a GLASS THK. EXTERIO 0 1D O N • FOAM GASKET do N m SILICONE CAP BEAD 0, 6 a , o n 0 4 0 1.68• MIN, 1 D . PANEL THK. 9 `.0. 0 42 tnnl O' _ . 10 sW-F SEE NOTE 5 SHT. 4 O 1 0 OD R C) V : 0Lo 0 lLo l 0 n wt a 813. 684.3831 We 08/10/0 sxc: 112' urc. sr: 7JH m: RW 2151 s cn 2 a 8 24 LKLEM B 7 O SEE NOTE 2 FQ NSHT. 4 27 p p WW 6 ACTNE LOp2^ O INAC77VE o: g WO O Y 3 3 30 e ` ASTRAGAL RETAINER 31 1 FID a BaT &0' LG. TOP NT I 2BOTTOM (2) BOLTS BOTTOM xz Z AT TOP & (2) AT SEE NOTE 6 3 F18SHT. 4 FOAM GASKET & SILICONE CAP BEAD c i r Y z L4 3 O ASTRAGAL 43 SEE NOTE 5 SHT. 4 34 l 7 A n/1 43 +t3f1r? r tc> T& g U 1.IS' MIN. EMB. F—.25- MAX. SHIM FOAM GASKET & SILICONE CAP BEAD O36 4 TE I SIDELITE TO: f.XTERI.QB v D i z Y V' 7 1 ZY q 36 zL ins c 6 9 6 10 mW29 'O ¢ 41 v S E NOTE 1 37 a SHT. 4 r a SEE NOTE 7 SHT. 4 Z2H 3 O I HINGE JAMB TO SIDEUTE 815.604.3031 j { \ CIEi 11 :1L111Ln .'C 1Lt:a .'3J 1 o ac: `c mm.D82,0/01 1\\lUFACTUR.Ellk 1 V rf, 9 CHIC. IN, RW iti'!:L`.11\l iJ 5-2151 1 4 LATCH JAMB TO BUCK, NOTES: 1. SPACING FOR REM NO. 41 (LITE FRAME SCREWS) IS ASFOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES: 5.57, 16.57, 27.5, 38.375. 49.375' do 60.375 HORIZONTALTHEREARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125' N FROM EACH CORNER. 2. SPACING FOR ITEM NO. 27 (18 It 1' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE 8Y4CTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1. 37, 5. 18.25 40.5'. 59.25. 74.25. 76.25' & 78.25 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 16GA. x 112' CROWN x 2' STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH2) 16GA. x 112' CROWN x 2.5' STAPLES AT BOTH SIDE. 5. THE SIDELRE IS DIRECT SET INTO THE JAMB WITH (12) ITEM NO. 43 (18 It 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 REM NO. 43 (18 It 2' SCREW) SECURINGTHEMULLIONSTOGETHERISTHESAMEASTHEPERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7' O.C. 7. WHEN ATTACHING THE HINGE TD THE JAMB AND THE BUCK USE ITEM NO. 12 (110 x 2' SCREW). WHEN ATTACHINGTHEHINGETOTHEJAMBANDTHESIDELITEATTHE MULLION USE REM NO. 37 (110 x 1 3/4' SCREW). z 1 Wb a FOAM GASKET do SILICONE CAP BEAD L I D MIN. EMBED. 15" MIN. C—SINK r 2 4 HINGE JAMB TO BUCK, SEE NOTE 5 SHT. 4 0 ' ,. O 0 4 O z J 41 coo z SEE NOTE 1 a SHT. 4 JTHQjiZQff&SAQ5L2EoQN 4 O STRIKE JAMB TO SIDELITE SEE NOTI 6 SHT. 4 25' MAX. SHIM SPACE 2Y SEE NOTE 7 SHT. 4 O> F N So 1 ON 85LUl03Q002 a 813.684. 3831 n: TJH er RW xe r0.: S-2151 r 4 OF E SEE DETAIL "F" SHT. 5 6' 6' 6' 3' 3 3. 6" 66' 3' 3' I 1TYP. SEE NOTE SEE DETAIL3 TYP. SHT. 4SEE 14fNOTE F' SHT. 5 SEE DETAIL 6 SHT. 4 SM,SEE DETAILNOTETYP SHT. 5 SHT 4 - E DETAIL J_TYP4E NOTE H' SHT. 5 D• SHi. 4 b- 1414. TYP. TYP 3' - i L 6' S' I 3ESHT. 4E 1 J, 7n N n N n 0 73 . 0 TYP' N i CL a wSEE DETAIL b' ' E' SHT. 5 TYP. 13 N SEE DETAIL C' C '" 'D" 1 G' SHT. 5 L I - i ' i rJ 3o1 I - i- 6' 6" -4 FSEE NOTE 3" 6' 6' 3--{ ~ 6. io 10 4 SHT. 4 3' 3' 3' i 6' 6' 6. E&TRAL L® O ei". DOUBt F DOOR W/SIDEUTES SINGLE DOOR MASTER ]'HFI# A 0. 357" BOLT DEEP ENOUGH FOR A 2' 13 BOLT THROW 12 10 c 13 L. e L 13 10 D 10 DETAIL " F' DETAIL 'H' ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL "E' STRIKE PLATE LA EfNOFRAMEDETAIL "G" AT THE THRESHOLD AIZ W n co V1 0 Co 2 sonN qqOWo 1-OjcoCC §3l- 00 d WISM NTS. INC 513.684. 3831 t 08 10 01 N.T. S. D. !rc TJH K. BY: RW WING NO.: S-2151 m 5 or 8 k1,NUI 'ACi[° R IAA SEE DETAIL OOF" SHT. 5 J 6' STI 3 - e 6' 3 F^ 6^ 3" 3. 63. 3' I 1 1 I I 11 - 13 1_ SEE NOTE - 13 - Typ 3 SHT. 4 SEE NOTE SEE NOTEinTYP.SEE DETAIL M 3 SHT. 4 - 6 SHT. 4 - N w 'F' SHT. 5- a o TYPNN Y (L _ 'SEE DETAIL — — C' SHT. 5C5. 13 — SEE DETAIL N SEE DETAIL SEE DETAIL Typ, SEE NOTE n J' 'E' SHT. 5 of E' SHT. 5 'H' SHT. 5 ui — TYP. TYP L = - SEE DETAIL ^ M. "K' TYP. rG" SHT. 5 14 14 14 - 4 SHT. 4 - TYP. 14 TYP. 'M• TYP.LLL 6' 3 6. 3' . 6: 6' 6^--i -•1I 3' SEE NOTE 3" 6' 6' 14 4 SHT. 43' TYP. i SINGLE DOOR W/SIDELITES jUfU9L DOOR 453' GLASS SITE 463" CLASS SITE 1J4K 1 33 32 5 1/8" TEMPERED EXTERIO 251/8" TEMPERED GLASS GLASS 25' AIR 25' AIR ?o o p ''o SPACE SPACE O 1/8' TEMPERED GLASSMPERED GLASS WTERIOR 41 1t IE61436SEE NOTE36 a, N61 SN7. 4Da.25" STEEL IL S.25" STEEL INTERCEPT - a INTERCEPT SHT. 4 SPACER SPACER 5' INSULATED GLASS W/ 5' INSULATED GLASS SY/ TrM LITE FR!E GLAZING DFTAIL RTC LRE FRAME GLOZINC• DETAIL W Q4 0 coo R- cooScoI OOC ao O LUO O j O3Q2Uz 0- To. y o cgr ip yO ZZ OF I = Og Ui! cm 3 YYm"w'" c WAkTANTS. ANC 513.684.3N1 c 08 10 01 N.T.S. z e+ TJH L sr: RW aoa "a: S- 2151 xl 6 OF 8 t111G' 1\1 1I ;ULJ JLI - - - - 7-; T, I ;, 4.563' Cm n1. 063' 1— i N T 2 2 WOOD FRAME 3 FINGER JOINTED PONDEROSA PINE zB 097' 4 x 4 STEEL DOOR HINGE ip f--t.077" 1O t.53f" a2 SIDE RF TOP k BOTTOM RAIL nijrrP Jr)INT£D PONDEROSA PINE EM 33 PI ASTIC LIP IRE FRAME EXTRUDED B75 F62, 147 i rM b L uSWING SIDEUTE 15 BOTTOM BOOT O.D9' EXTRUDED VINYL WALL O N ASTER # I o N nN wO 7.531 OFC. TOP RAIL WOOD COMPOSITE OT m JOINTEDFINGER BLANK-• rMSA PINE n[. © Aii v 1.264' EmraON , cr I eTCH SIDE STILE COMPOSITE J_ a N n t.531 • -i Oa FC. WOOD HINGE MID O F 5.75" Tol N O N 1.531' 1O FC BOTTOM RAIL n SELF ApjusTiNG SADDLE THRESHOLD WOOD COMPOSITE ALUMINUM/VINYL .D45' WAIL ALUM. 19 080' THK, WALL VINYL TYP. j a cc anTTOM RAIL 1 t w00D COMPOSITE 1-- 2.375" N nv N L1 30 WOOD IOCK BLOCK FINGER JOINTED PONDEROSA PINE Nco N O ooLEE CCs0n o oBozo UlOD EL z O a OU z m 513.6m.3331 N.T. S n: TJI, er RW rc wo: S-2151 7 of I QFSCRIPTION 1 SM.07T INNWRNI FW30idA5SIC DOOR SKM .110' 18IL THL FtBERQASS BY nOW-TRI1 with F mn 6.000 ' noERCLASS 2 3 TOP 1. 1 x .94 i}fRMA-MU WOOO COA 0511E FG iRU WDOO C061MU 1.531 x I.2m WOOD COMPOSITE WDOD CDA6°OSRE 4 TRU POI+bERDSI FK 1.531 : 1.2OB WODD 5 Fr- BOIM RAIL 1.531 x 123 DUM-IRU MOOD COMPOSRE 1Y6L1O CO16c51fE 6POLYURETHAhIE FOAM (BASF, 1.91Ds. DENS FOAM 7 SHORT RMH ODMPRMW WELDFUTRP -TRV FOAM 8 LONG RIACH COMPRESWN WE 7WRSIRP -TRU FOAM 9 4 x 4 HINGE .097 THK. ERMA-TRU STEEL 10 10 x 3 4 PFH WOOD SCATTY to Trans 11 SS BW1DA1 K V531 x 94 DOWN -TAU IOW CwAmw W0O0 CDAP057fE 12 13 110 x G. " WOOD SCREW 8 z 1 G PFN WOOD ST L STEEL 14 3 16 TAP N ANCHOR ELC0 2.0 MIN. LE STEEL I SID LRE 770M BDOi .09O EXTRUDED VINYL VINYL 16 2x INNER WOOD BUCK WOOD 17 MAX- 1 4 SHIM MATERIAL WOOD 18 SMfTfRFS K HKSET 7ifAN 700SERIES PASSAGE LOCK W ALUM. OD p 4.5Wx125- WADER (INOW-TRU. MVEROSA %W000 2} x - WOOD x 1Tdl, PCIOQiOSIWOOD 3 1 KWI= TITAN 700 SERIES DT 25 WINDJAMBER R WR6052 WALL)063-T6 GLAZING, 2 INSULATED ED GLASS R.— UM. GLASS 26 THERM-1RU PDlAERO6l P!E f.1 x I.531 WOOD OD7 8 x 1 G. PANHEAD SHEET METAL SCREW 8 WSTYMO DOOR BORON SWEEP NYL 29 WOOD 30 31 FC WOOD LOCK BLOCK 2.375 1.515 POI ER05A RAN- WOO COIJUM 1. 81 x 1.531 WOOD WDOO COMPOSITE 32 118 THK. CELLULAR GLAZING TAPE ST)K-R TAPE 815. TWIM-ML BTS 34 TRU T x 125 BUNK .NYB iRU PONDEROSA PAS 00 6 5>DE -M 1531 x .656 PONIROSI PAVE WO D 7 1 z 1 4 LG. I WOOD SCREW STEEL 38 SS RIP RAl 1.531 x ,W 11[18 AW 1IOW WOOD mIPOSIIE 3 NOT USED 40 SlUCONE Cl-K StUCONE 41 8-10 x 1 2 PLASCREW FOR REM 34 WsToo L42 SOOAETOPALL1nAM -WL 1531 x Pplt]IOSAD 8 z LC. PFH WOOD SCREWE v T 38 '^ SS. TOP RAIL WOOD COMPOStTE 592" in N ..- II N R H MPR I N W T}1 R P FOAM CELL CORE W JJYL JACKET 3" N N 579" rn fI 017751' F^ COME] l'SSION WFATHFRSTRIP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET DRILL TRU FOR 357' OA4. ASTRAGAL DRILL TRU FOR A 18 RETAINER BOLTS PFH WOOD SCREW 2PLCS WIN AMBER 11 WR68T STRIKE PLATE 31 __ 1.531 " --- S5 I emu SIDE STILE COMPOSITE 1. 531" n I 26 SC WOOD HINGE SIDE STILE o ASTRAGAL HAS n ( 2) 8.0' CD I N BOLTS O BOTTOM N j1l BOLTS O 70P 24 WiNDJAMSER 11 WR68T acTReC6L ( UMtNUM .059__ WAS ASTRAGAL Al n MATERILL do YELLOW CH 0 E 13. 634.3831 N. T.S er: TJI n: RY w ro: 5- 2151 6 or JLIN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P.02 SF(dda udels rr rnaallfx: June 21, 2002 Alan Plante, Chief Plans Examiner Orange County Building Division Administration Building, 1st Floor 201 South Rosalind Avenue P.O. Box 2867 Orlando, FL 32802-2687 407) 836- S760 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 Masterf0e. 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 'h") does not influence the lateral resistance capacity of the concrete screw (i.e. Tapcon). Therefore, buck thicknesses less than 1 %" 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 i "Aq. Concrete Masonry Units should have a wall thickness of 1 'A" and a precast sill's thickness will exceed 1 MILO. The drawings dearly delineate the requirement that a minimum embedment depth of 1 'A" must be maintained by the installer. It is up to -the installer to use the appropriate length concrete screw so as to maintain the required minimum embedment on 1 '/."_ Therefore, for Florida 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 1/4" is acceptable. The definition of a non-structural buck is based on Section 1707.".2 of the Florida Building Code. 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337 T-A r 1r! r/ L .'... .fin cI. .l -n7ow 7_ T7 1.I1^ JUN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P-03 P!ndla Ii1C1.tS The attached table lists all Florida Extruder drawings in the Orange CountyFenestrationMasterfileaffectedbythisengineeringstatement. Any questionsshouldbeaddressedtotheundersigned. Thank you. Regards, Robert J. Amoruso, PE ramoruso.c)e@floridaextruders.c6m Florida PE License No. 49752 Florida Extruders International, Inc_ Certificate of Authorization No. 9235 Cc: Earl Moore/FEI File PE Sealing Statement: The letter was signed and sealed with an impression seal as required by Section 62G1S-23,042, F.A-C. A rubber stamp seal was also applied to fadlitate reproduction for Orange County Building Division Masterfile scanning. nie: 2W2-L-M R]A-009 FIC JL • f Tl a Zj 2540 3owatt Lane, Sanford, FL 327y1-16" • (407) 323-3300 • Fax (407) 322-3337 2 Universal Forest Products Shoffner LLC Re: 53906980 Centex Homes Orlando 1692 A Roof 37 Lake Monroe The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc. under my direct supervision. Pages or sheets covered by this seal include the following: 53906980 CA 53906980 CJ3 53906980 CJ5 53906980 EJ5 53906980 EJ7 53906980 H1 53906980 H2 53906980 H3 53906980 H4 53906980 H5 53906980 H6 53906980 H7 53906980 H9 53906980 H10 53906980 H11 53906980 H12 53906980 H13 53906980 HJ5 53906980 HJ7 53906980 T8 O R 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 OCT 10 20ffl JohnP'Presley License # 55386 The seal on this drawing indicalies 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 ANSIITPI-2002 Sec. 2. Eastern Division 5631 South NC 62 Burlington, NC 27215 Tel: (336) 226-9356 Fax: (336) 476-9146 russ ITruss 53906980 ICJ 1 I JACK _. 110 Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. c Sat Apr 19 12:17:1 1 2003 Page 1 Scale - 1 A. 0-11-11 3x4 = .. .. LOADING (psi) 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 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.00 A >999 BCLL 0.0 Rep Stress Incr 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: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOR 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=-11/Mechanical, B=138/0-8-0, Dm9/Mechanical Max Horz Bc35(load case 4) Max UpliftC=-13(load case 5), B-419(load case 4) Max GravC=28(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-C=-28 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 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 13 lb uplift at joint C and 89 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit} for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980CJ1 Job Truss Truss Type ' MMr` 53906980 CJ3 Qty Ply 10 1 Centex- Orlando/1692A/jsk/4-14-3 Job Reference o tional __ Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:11 2003 Page 1 Scale . 1:7. I— U4 — 2-11-11 2- 11-11 LOADING ( psf) SPACING 2.0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.10 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 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/deft - 240 Weight: 11 lb LUMBER BRACING W TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS ( 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-6-22, B-C--43 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 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 52 lb uplift at joint C and 80 lb uplift at joint B. 3) Truss shall be fabricated per ANSIfTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit, for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/ Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980CJ3 Job Truss Truss Type Cty Ply Centex-Orlando/1692A/jsk/4-T4-3 53906980 CJ5 JACK'y°° 8 1 Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr Job Reference o tional) 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:11 2003 Page 1 f U4 = 4-11-11 4-11.11 LOADING (psi) SPACING 2-0.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 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/deft a 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) Cm126/Mechanical, Bm275/0-8-0, Dm46/Mechanical Max Horz B-100(load case 5) Max UpliftC--94(load case 5), B=-69(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-41 BOT CHORD B-D=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDLm6.Opsf; BCDL-6.Opsf; occupancy category ll; exposure B; enclosed; MW FRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOLm1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint C and 69 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980CJ5 Job Truss Truss Type -' Qty Ply Centex-Orlando/1692A/jsW4 f4-3 53906980 EJ5 JACK 1 Job Reference o tionallUniversalForestProducts,lnc., Burlington, NC 27215, Jeff 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:12 2003 Page 1 1-0-0 5-0-0 1.0-0 5-0-0 cale - 1:11.1 5.00 F12 s I / ! B1 0 I U4 = 5.0-0 _ 1 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.05 A >348 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/deft - 240 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-0 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-127/Mechanical, B-276/0-8-0, D-46/Mechanical Max Horz B-100(load case 5) Max UpliftC--94(load case 5), B--69(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-41 BOT CHORD B-D-O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 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 94 lb uplift at joint C and 69 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and 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: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980EJ5 russ 53906980 J EJ7 I JACK _ 118 692A/jsk/4-14-3 Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:12 2003 3x4 = Scale . 1:I S.: LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/deft 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) 1 st LC LL Min I/deft - 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-352JO-8-0, D-66/Mechanical Max Horz B-137(load case 5) Max UpliftC--135(load case 5), 6=-62(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C-61 BOT CHORD B-D=0 NOTES (3) 1) 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. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 135 lb uplift at joint C and 62 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit, for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980EJ7 Job Truss Truss Type Qty Ply Centex-Orlando/1692A/ jsk/4-11-3 53906980 H1 HIP 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, N 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 13:25:37 2003 Page 1 0 4-6.4 7.0-0 I 12 3.7 - 17 5-2 — 22-6-14 27-8.9 33-0-0 355 121 40-0-0 "0 1- 0-0 4-6-4 2-5.12 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 2-5-12 4-6-4 1-0-0 Scale - 1:68. 7x10 = 7x10 = 5 00 [ 12 5x6 = 5x8 = 2x5 11 5x6 = 5x6 = 20 \ 0 E F G H I J T2Ta 2x3. C 1 1W W1! W1/ W1 L aA M 5x10 = u T S R O P O N 5x10 — 5x6 = 5x10 Mll18H= 5x8 = 5x6 = 5x6 = 5x6 5x6 = 5x10 M1118H= 7- 1 12 12-3-7 _ 17 5 2 22 6.14 27-8 9 + 32-10-4 40.0 0 - 7- 1-12 5-1-11 5.1.11 5-1-11 5-1-11 5-1-11 7-1-12 Plate Offsets (X,Y): [B:0-2-7 Edge], [D:0-3-12 0-4-41[J:0-3-12,0-4-4]i[L:0-2.7,Edge] LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.83 Vert(LL) 0.93 Q-R >510 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.93 Vert(TL) -1.53 Q-R >308 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.27 L n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 240 Weight: 250 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 `Except' TOP CHORD Sheathed or 1-8-3 oc purlins. T2 2 X 6 SYP No.2, T3 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-5-7 oc bracing. BOT CHORD 2 X 6 SYP No.1 "Except* B2 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 'Except* W 1 2 X 4 SYP No.2, W 12 X 4 SYP No.2 W 1 2 X 4 SYP No.2, W 12 X 4 SYP No.2 W12X4SYP No.2 REACTIONS (lb/ size) B-3309/0-8-0, L-3309/0-8-0 Max Horz B--75(load case 5) Max UpliftB-- 939(load case 2), L--939(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B-26, B-C--7372, C-D--7387, D-E--10163, E-F--11707, F-G--11707, G-H=-11707, H-I=-11726, I-J--10159, J-K--7388, K-L--7372, L-M- 26 BOT CHORD B-U-6690, T-U=6864, S-T=6864, R-S-10161, Q-R-11726, P-Q-10157, O-P=6865, N-0-6865, L-N-6691 WEBS D- U=178, J-N-179, C-U-194, D-S-3740, E-S=-1565, E-R-1760, G-R--629, H-R=-21, H-Q--634, I-Q-1786, I-P--1570, K-N=195, J-P- 3734 NOTES (8) 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 939 lb uplift at joint B and 939 lb uplift at joint L. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 258.21b up at 33-0-0, and 385. Olb down and 258.21b up at 7-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. 8) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE( S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads ( plf) Vert: A- D=-60.0, D•J--125.0, J-M--60.0, B-L--41.7 Concentrated Loads ( lb) Vert: D-- 385.0 J--385.0 1 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF - Date Req:04/25/2003 Draw No:53906980H1 Job Truss Truss Type r Ply Centex Orlando/1692A/jsk/4 14 3 53906980 H2 HIP TRUS WW1Tiiiill Job Reference (optional) Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:12 2003 Page 1 11 0T_ 5-9.1 9-0-0 16-5-3 23-6-13 31-0-0 34-2.15 40-0-0 41-" 1-0.0 5-9-1 3-2.15 7-5.3 7.1-11 7-5.3 3-2.15 5.9-1 1-0.0 Scale - 1 5x6 = 3x6 = 3x6 = 5x6 = 5.00D E F G H 3x6 = 3x10 M1118H 3x6 = 3x10 M11161-1= 3x8 = 5. 9-1 9-1.12 20-0-0 + 30.10-4 34-2-15 40-0-0 5- 9-1 3-4-11 10-10-4 10-10-4 3.4-11 5-9-1 Plate Offsets (X,Y): )D:0-3-0,0124j,[H:0-3-0,0-2-41 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.35 N >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -0.78 L-N >608 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.20 J n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft - 240 Weight: 186 lb LUMBER BRACING TOP CHORD 2 X 4 SYP N0.2 TOP CHORD Sheathed or 2-9-14 oc purlins. BOTCHORD2X4SYPNo.2 BOT CHORD Rigid ceiling directly applied or 6-8-15 oc bracing. WEBS2X4SYPNo.3 WEBS 1 Row at midpt E-P, G-L 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-8-22, B-C=-3354, C-D--3150, D-E--2917, E-F--4077, F-G--4077, G-H--2917, H-1--3150, I-J--3354, J-K=22 BOT CHORD B-P-3001, O-P-3974, N-0-3974, M-NA3974, L-M-3974, J-L-3001 WEBS D-P-845, H-L-845, C-P--140, I-L--140, E-P--1192. E-Na150, G-N-150, G-L--1192 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.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/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of therevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H2 Job Truss Truss Type ---` Oty Ply Centex-Orlando/1692A/jsk/4-14-3 53906980 H3 H SS 2 1 Job Reference optional Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:13 2003 Page 1 0 6-10-4 11.0-0 17.0-0 23-0-029-0-0 33-1-12 40-0-0 4,1-0-0 1- 0-0 6-10-4 4-1-12 6-0-0 6.0-0 6.0-0 4-1.12 6.10-4 1-0.0 Scale . 1 5x6 = 3x6 = 5x8 = 5x6 = 300 M1118H= 3x6 = 3x8 — 3x8 = 3x10 M1118H= 6 10-4 11-1.12 20-0-0 28.10-4 33-1-12 40-0-0 6- 10-4 4-3-8 8-10-4 8-10-4 4-3-8 6-10-4 Plate Offsets (X,Y):[D:0-3-010-2-41,[F:0-4-0,0-3-01,[G:0-3-0,0-2-41 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) -0.26 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -0.58 B-0 >812 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.17 1 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 240 Weight: 190 lb LUMBER TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) B-1653/0-8-0, 1..1653/0-8-0 Max Horz B-106(load case 4) Max UpliftB--317(load case 2), I--317(load case 3) BRACING TOP CHORD Sheathed or 3-0-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-11-4 oc bracing. FORCES ( lb) - First Load Case Only TOP CHORD A-B=22, B-C--3291, C-D--2975, D-E--2721, E-F--3328, F-G--2721, G-H--2975, H-1--3291, I-J=22 BOT CHORD B-0=2961, N-0-3279, M-N=32791 L-M=3279, K-L-3279, I-K-2961 WEBS D-0=836, G-K-836, C-0--316, H-K--316, E-0--712, E-M-90, F-M=90, F-K--712 NOTES ( 6) 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 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint B and 317 lb uplift at joint I. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/ Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H3 Job Truss Truss Type Qty Ply Centex -Orlando/1692A/jsk/4-f4-3 53906980 H4 COMMON y 2 1 ence (oJobReferptional i6.000UniversalForestProducts, Inc., BurliWo 215, Jeff Kerr s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:13 2003 Page 1 1il-lp 71-3_— 13-0-0 27-0-0 I 32-10-13 40-0-0 1-0-0 7-1-3 5.10.13 14-0.0 5-10-13 7-1-3 1-0-0 Scale - 1:68. 5x6 = 5x6 = 2x3 II O E F 5.00 r12 2x3 % // 2x3 C/ W W2 W2/ 3 O ul 4 W n i A 6 87 _ H I 3x7 = N M L K J 3x7 = 3x6 = 3x8 = 3x8 = 3x8 = 3x6 = 10-3-14 _ _ 20-0-0 29-8-2 40-0-0 10-3-14 9-8.2 9.8-2 10.3.14 Plate Offsets Y): jD:0-3-0,0-2-41(F:0-3.0 0-2-4j__ 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) -0.22 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.50 L-N >944 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.15 H n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/dell - 240 Weight: 189 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-4 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-2-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-1653/0-8-0, Ha1653/0-8-0 Max Horz B-122(load case 4) Max UpliftB--290(load case 2), H--290(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3309, C-D=-3016, F-G--3016, G-H--3309, H-1-22, D-E--2893, E-F--2893 BOT CHORD B-N-2976, M-N=2500, L-M-2500, K-L-2500, J-K=2500, H-J=2976 WEBS C-N--342, D-N=496, F-J-496, G-J=-342, E-L--430, D-L=498, F-L=498 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h-•15ft; TCDL=6.Opsf; BCDL-6.Opsf; occupancy category 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 DOLm1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 290 lb uplift at joint B and 290 lb uplift at joint H. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall 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: 53906980Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H4 Job Truss Truss Type,,,.. Qty Ply Centex-Orlando/1692A/jsk/4-1`4-3 53906980 H5 COI 2 1 Job Reference (optional Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:14 2003 Page 1 i! -0p 7-1-3 I 15-0-0 _ 25-0-0 32-10-13 I _^40i0:0 411 Op 1-0-0 7-1-3 7-10-13 10.0-0 7.10-13 7-1.3 1-0-0 Scale . 7 5x6 = 2x3 II 5x6 = tv0 3x6 = 3x6 = 3x6 = 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 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) -0.20 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.47 L-N >998 BCLL 0.0 Rep Stress Incr YES WB 0.20 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 3-0-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-9-2 oc bracing. WEBS 2 X 4 SYP No.3 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--3333, C-D--3011, F-Ga-3011, G-H=-3333, H-Is22, D-E=-2479, E-F=-2479 SOT CHORD B-N-3004, M-N-2322, L-M=2322, K-L-2322, J-K=2322, H-J-3004 WEBS C-N--421, D-N-620, F-J=620, G-J--421, E-L--208, D-L-252, F-L-252 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h-151t; 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 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 responsibilitt for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H5 Job 53906980 Truss H6 Truss Type COMMONS Qty 2 ---7 I Ply 1 I Centex-Orlando/1692A/jsk/4-1`3-3 Job Reference o tional) Universal Forest Products, Inc., Burlington, C 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:15 2003 Page 1 1-0-p 7.1-3 1 13-8.1 17-0-0 23-0-0 26-3-15 32-10-13 I 40.0-0 4,1-opi 1-0-0 7-1-3 6-6-13 3-3-15 6.0.0 3-3.15 6-6-13 7-1-3 1-0-0 Scale . 1 5.00 12 5x6 = 3x6 = 3x8 = M 500 = 5x6 = 3x8 = 3x6 = 10-3.14 _ I 20-0- i 29-8-2 10-3-14 9-8-2 9-8-2 Plate Offsets (X,Y): [D:0 4 0,0 3 OjL[E:0 3-0,0-2-4b F:0-3-0,0-2-4],[G:0-4 0,0 3-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) -0.20 M >999 TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.46 M-O >999 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.15 1 n/a BCDL 10.0 Code FBC2001 (Matrix) 1 st LC LL Min I/deft = 240 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-1653/0-8-0, 1=1653/0.8-0 Max Horz B@154(load case 4) Max UpliftB--333(load case 4), I=-333(load case 5) 10-3-14 PLATES GRIP TL20 245/193 Weight: 205 lb BRACING TOP CHORD Sheathed or 3-0-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-4-8 oc bracing. WEBS 1 Row at midpt D-M, G-M FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C--3323, C-D=-3011, D-E=-2143, F-G=-2143, G-H--3011, H-1=-3323, I-J-22, E-Fa-2166 BOT CHORD B-0®2993, N-0m2425, M-N=2425, L-Ma2425, K-L-2425, I-K=2993 WEBS C-0m-389, D-0®546, D-M=-651, G-M=-651, G-K=546, H-K=-389, E-Mm575, F-M=575 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 333 lb uplift at joint B and 333 lb uplift at joint I. 5) Truss shall be fabricated per ANSIrf PI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilitl for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/.fob: 1692 A RF Date Req:04/25/2003 Draw No:53906980H6 Job Truss Truss Type Qty Ply Centex-Orlando/1692A/jsk/4 -14-3 ' 53906980 H7 COMMON 2 i Job Reference o tional)_ Universal Forest Products,lnc., Burlington,%] , eff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:15 2003 Page 1 1 0 7-1-3 13-8-1 19-0-0 221-0-0, 26-3-15 32-10-13 I 40-0-0 4T1 0 0 1-0-0 7-1-3 6-6-13 5.3.15 2.0-0 5.3-15 6-6-13 7-1-3 1-0-0 Scale o V68,13 5.00 F12 5x6 = 5x6 = E F 5x8 --- 5x8 D /' O i - 1 20 2x3- C w W2 W2 3 H 4 A''i 3x7 = O N M K 3x7 = 3x6 = 3x8 = 5x12 = 3x8 -= 3x6 = 10.3.14 20-0.0 29-8-2 40.0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets X Y)_1D:0-4-0,0-3-0], [E:0-3-0,0-2-4h 4]L[G:0.4-0,0-3-01 LOADING (psf) TCLL 20.0 SPACING 2-0-0 Plates Increase 1.25 CSI TC 0.53 DEFL in (loc) I/defl PLATES GRIP Vert(LL) -0.20 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.46 M-0 >999 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.15 1 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 240 Weight: 206 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-1 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-M, G-M REACTIONS (lb/size) Be1653/0-8-0, 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, 8-C--3319, C-D--3012, D-E--2116, F-Ga-2116, G-H=-3012, H-I=-3319, 1-JA22, E-F=-1963 BOT CHORD 13-0-2988, N-0=2435, M-N=2435, L-Mo2435, K-L-2435, I-K=2988 WEBS C-0=-376, D-0-537, D-M=-735, G-M--735, G-K=537, H-K=-376, E-M=591, F-M=591 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 DOLa1.60 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 I. 5) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no 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 tCustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H7 Job Truss Truss Type Qty Ply Centex -Orlando/1692A/jsk/4-1'4-3 53906980 H9 41111111110 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:16 2003 Page 1 1-0T 6-11_9 10-0-0 I 13-0-0 19-6-4 26-2-4 33-0-0 , 40-0-0 "0 1-0-0 6.11-9 3-0-7 3-0-0 6-6-4 6-8.0 6-9-12 7-0-0 1-0-0 Scale - 1:69. 5z6 = 5.00 V2 z6O5= yXg 3z6 = 3z8 = 3z6 = 5z6 = C TZ E F O H I T3 T3—__ y%2 W W4 W4 if ii9 J Y1q a1 B2—_ ,- a1— K lyoGo U7 = O P O N M L 30 = 3z10 M1118H= 3z6 = 3z6 = 3z6 = 3z8 = 300 MII18H= 10-0-0 19-6-4 26-2-4 32-10-4 40-0-0 l 10-0-0 9-6-4 6-8-0 6-8-0 7.1.12 Plate Offsets X,Y): [I:0-3-0,0-2-41 LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) I/defl PLATES GRIP TCLL 20,0 Plates Increase 1.25 TC 0.76 Vert(LL) 0.50 N-0 >950 TL20 2451193 TCDL 10.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0.99 O-Q >478 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.22 J n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl - 240 Weight: 185 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-3-4 oc purlins. BOT CHORD 2 X 4 SYP NoA BOT CHORD Rigid ceiling directly applied or 6-3-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt H-L REACTIONS (lb/size) B-1653/0-8-0, J-1653/0-8-0 Max Harz B--97(load case 5) Max UpliftB--257(load case 3), Jm-444(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3326, C-Dm-3052, E-F--5297, F-G--4761, G-H--4761, H-1•-3084, I-J--3396, J-K-22, D-E--3042 BOT CHORD B-Q-2975, P-Q-4576, O-P-4576, N-0-5297, M-N.4761, L-M-4761, J-L-3039 WEBS I-L-911, D-Q=2195, E-Q--2540, C-Qa-282, E-0-792, F-0=-169, F-Nm-586, H-N-355, H-L--1836 NOTES (6) 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 DOLm1.60 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 257 lb uplift at joint B and 444 lb uplift at joint J. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does riot replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances, The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 4/up tCustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H9 Job ___ Truss Truss Type Ot Ply Centex -Orlando/1692A/jsW4-14-3 53906980 H10 M Q 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:16 2003 Page 1 1-0.0 5-0-0 1 J 12-10-0 20-8-0 I 1-0-0 5.0-0 7-10-0 7.10-0 Scale - 1 5x5 = 3x4 = W = 19 0 0 E exn 3x4 = 5x6 = 3x4 II 5-1-12 5-1-12 12-10-0 7-8.4 14-0-0 1-2-0 20-8.0 ^ 6-8-0 Plate Off sets_(XY)_[G:0-2-12,0-3-4I LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.05 G-H 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.36 Vert(TL) 0.13 G-H 999 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(TL) 0.01 F n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft - 240 Weight: 95 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP N0.2 WEBS 2 X 4 SYP No.2 'Except" W2 2 X 4 SYP No.3, W2 2 X 4 SYP No.3 BRACING TOP CHORD Sheathed or 4-6-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-6-9 oc bracing. REACTIONS (Ib/size) G=1449/0-8-0, F-400/0-8-0, B=799/0-8-0 Max Horz B-111(load case 3) Max Uplif1G=-432(load case 3), F--117(load case 3), B--227(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C--1410, C-D--1256, D-E--37, E-F--284 BOT CHORD B-H=1266, G-H-37, F-G=229 WEBS C-H--145, D-H-1264, D-G--1134, E-G=-199 NOTES (7) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.0psf; BCDL-6.0psf; occupancy category Il; exposure B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; and vertical left and right exposed -Umber DOL-1.60 plate grip DOL-1.33. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 432 lb uplift at joint G, 117 lb uplift at joint F and 227 lb uplift at joint B. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) G. 5) Girder carries hip end with 5-0-0 end setback 6) Special hanger(s) or connection(s) required to support concentrated load(s) 175.01b down and 117.31b up at 5-0-0 on top chord. Design for unspecified connection(s) is delegated to the building designer. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate 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-F--31.7, A-C--60.0, C-E=-95.0 Concentrated Loads (lb) Vert: C=-175.0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H10 Job Truss Truss Type. tfy Ply Centex-Orlando/1692A/Isk4 14-3 53906980 H11 HIP 1 1 Job_ Reference o tional Universal Forest Products,lnc., Burl gf C 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:17 2003 Page 1 7-0.0 13-0.0 20-0-0 1-0-0 7-0-0 6-0-0 7.0-0 Scale - 1:34. 5x8 = 5x6 c D Te 5.00 F12 _ - w1 of E e T Id w 3x6 = H O F 3x6 = 2x3 II 3x10 M1118H= 3x4 = 1 _ 7-1-12 12-10-4 20-0-0 7.1-12 5-8-8 7-1-12 Plate Offsets X,Y : C:0-5-12 0-- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.82 Vert(LL) 0.13 F-H >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.91 Vert(TL) -0.26 E-F >890 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.08 E n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft - 240 Weight: 80 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-9-6 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-8-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) E-1560/0-8-0, B-1646/0-8-0 Max Horz B-81(load case 4) Max UpliftE--377(load case 5), B--447(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C=-3214, C-D--2921, D-E--3225 BOT CHORD B-H-2895, G-H-2909, F-G-2909, E-F-2907 WEBS C-H-275, D-F-278, C-F-14 NOTES (8) 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 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 377 lb uplift at joint E and 447 lb uplift at joint B. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 385.01b down and 258.21b up at 13-0-0, and 385.01b down and 258.21b up at 7-0-0 on tap chord. Design for unspecified connection(s) is delegated to the building designer. 8) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-C--60.0, C-D--125.0, D-E--60.0, B-E--41.7 Concentrated Loads (lb) Vert: C--385.0 D--385.0 Customer No: 11045 Customer Name: GEN 1 EX HUMES UKLANUU 5nop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H11 Job Truss Truss Type 53906980 H12 HII000 CIV Ply 1 1 Centex -Orlando/1692A%jsk/4.14-3 Job Reference (o tional _ __ UniversalForest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:17 2003 Page 1 i 0-4 6-11.9 9-0_0-_ 11-0-0 I--^ 20-0-0 1-0-0 6-11-9 2-0-7 2.0.0 2.0-7 6-11.9 Scale e 1 5x4 = 5x4 = la 3x5 = " 3x5 = 3x4 = 3x6 = 3x4 = 9.1.12 10-10.4 20-0-0 9.1-12 1-8-8 9-1-12 LOADING (psf) SPACING 2-0.0 CSI DEFL in loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.09 G-H >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.25 G-H >927 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.03 G n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft - 240 Weight: 84 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-8 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) G-771/0-8-0, 8=856/0-8-0 Max Harz B-97(load case 4) Max UpliftG--134(load case 5), B=-204(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--1383, C-D--1137, D-E--1003, E-F--1140, F-G--1375 BOT CHORD B-J-1200, 1-J-1003, H-1=1003, G-H-1210 WEBS D-J=389, E-H-414, C-J--344, F-H--361 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 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 134 lb uplift at joint G and 204 lb uplift at joint B. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall 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 responsibilitl for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H12 Job Truss Truss Type Qty Ply Centex -Orlando/1692A/jsk/4-1'4-3 53906980 H 13 '"^' 1 Job Reference {optional)._____ Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:17 2003 Page 1 Cl I-1-0-0{__ 6-11-9 10.0-0_ 13.0-7 i 20.0-0 _ 1 1.0.0 6.11-9 3-0.7 3-0-7 6-11-9 Scale - 1 5x4 = 3x5 = 3x5 = 5x8 = 10-0-0 20-0-0 10-0-0 10-0-0 u Plate Offsets (X,Y): G:0-4 0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/defl PLATES TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.10 F-G 999 TL20 TCDL 10.0 Lumber Increase 1.25 BC 0.63 Vert(TL) 0.26 F-G 877 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.03 F n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl - 240 Weight: 82 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-856/0.8-0, F-771/0-8-0 Max Harz B-105(load case 4) Max UpliftB--213(load case 4), F--143(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C=-1380, C-D=-1074, D-E--1075, E-F--1370 BOT CHORD B-G-1198, F-G-1205 WEBS C-G--361, D-G-737, E-G=-371 GRIP 245/193 BRACING TOP CHORD Sheathed or 4-11-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=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. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint B and 143 lb uplift at joint F. 4) Truss shall be fabricated per ANSIfTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements at the specific building and governing codes and ordinances. The truss designer accepts no responsibilitl for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980H13 Job Truss Truss Type ` 4 Oty Ply Centex-Orlando/1692A/jsI 4i4-3 53906980 HJ5 JACKa'+1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, C 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:18 22003 Page 1 1.6-8 U4 = 3.54 T1 7-0-2 B1 salt- LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.22 Vert(TL) 0.14 A >160 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: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 7-0-2 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) C=224/Mechanical, B-280/0-8-0, D=80/Mechanical Max Horz B-91(load case 3) Max UpliftC--148(load case 5), B--74(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-E=21, B-E=21, B-C-47 BOT CHORE) B-Da0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; 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. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 lb uplift at joint C and 74 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit) for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-E--60.0 Trapezoidal Loads (plf) Vert: E4-0.0-to-C=-106.1, 8-1.7-to-D=-35.4 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980HJ5 Job Truss Truss Qty Ply Centex -Orlando/1692A/jsk/4-14-3 53906980 HJ7 JACK 4 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:18 2003 Page 1 6-7-12 _ 9-10_1 1-6-8 6-7-12 3.2-5 Scale - 1: 3x4 = LOADING (psf) SPACING 2-0.0 CSI I DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) 0.02 F-G >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.05 B-G >999 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.01 E n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft - 240 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) D-150/Mechanical, B-437/0-8-0, E-473/Mechanical Max Horz B-176(load case 2) Max UpliftD--113(load case 5), B=-137(load case 2), E--80(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-H-21, B-H-21, B-C--7431 C-D--68 BOT CHORD B-G-679, F-G=679, E-F=O WEBS C-G-215, C-F--826 NOTES (3) 1) 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. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint D, 137 lb uplift at joint B and 80 lb uplift at joint E. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-H=-60.0 Trapezoidal Loads (plf) Vert: 1-1a-0.0-to-D--148.5, B=-1.7-to-E..-49.5 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980HJ7 Job Truss Truss Type Qty Ply Centex-Orlando/I692A/jsk/4-14-3 53906980 T8 5 1 Job Reference (o tional Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Sat Apr 19 12:17:19 2003 Page 1 F O p 7-1-3 i_ 13-8-1 20-0-0 26.3-15 32-10-13 40-0-0 r - —1 41-0-P 1.0-0 7-1-3 6-6-13 6.3-15 6.3-15 6-6-13 7-1-3 1-0.0 Scale - 1:67. 5.00 F12 5x6 = E 5x8 5x8 D F 20 2x3 zi W W2 W2 3 G 1 4 W 9 f H R1o I lad W= N M L K J 30= 3x6 = 3x8 = 3x8 = 3x8 = 3x6 10-3-14 i 20-0-0 29.8.2 _ 40-0-0 1 10-3-14 9.8.2 9-8-2 10-3-14 Plate Offsets X_{ ,Y); D:0-4-0 0-3-0 [F:0-4 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 0.53 Vert(LL) -0.20 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.47 L-N >999 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.15 H n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 Weight: 196lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-0-7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. WEBS 2 X 4 SYP No.3 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 4) Max UpliftB--360(load case 4), H--360(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3317, C-D--3013, D-E--2114, E-F--2114, F-G--3013, G-1-1--3317, H-1-22 BOT CHORD B-N-2986, M-N-2442, L-M=2442, K-L=2442, J-K=2442, H-J-2986 WEBS C-N--370, D-N-532, D-L--747, E-L=1180, F-L--7471 F-J-532, G-J--370 NOTES (4) 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 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 does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906980 Contractor/Job: 1692 A RF Date Req:04/25/2003 Draw No:53906980T8 fW 4' dryer duct to roof cap WOO inn 8x4 Iwcd 45 12x12 iwcdaLm260 9' M. am Om 0' 7n' rrur 14x8 lwcd F 1• 185 3' bath duct to, arW AND to roof cap w/fan 4 Iwcd WLC- 5 rib am 4'8x4 lw scf* 4' 15 iif F i 12x12 iwcd 9' 4, 3' bath duct to roof cap5Inv( w/fan4 250 16;a6 a coo coo 14 • to t x!( rag w" ttryw 8x4 Iwcd g I0x6 Iwcd 5 4, 70 6' 24x18 o asa s - s+t! a OPT_ FIRFPI ACT- CUwIIC-r-4r 91 . V- J2xx!2lrag 42X42 A/C SL B 160 BY BLDR MIN 2' FROM WALL2-cm IKI12x6oft13 r•n a• V t- mattescalel/8'=1'0' 2.5 TON id/IQKW e240V IPH 940 18x10 pten ptatforn byjjWdr Ft . 0R N w• P1AN ru_ A._ 15'XTOIHAQ Must have a minimum ctearance of 4 inches around the air hondter per the State Energy code. All duct has an r=6 insulation value. J T U\, i • , C Vl i V K L = V p c V 0 D Q OR X 0-1 EJ W V) LLJ X y LLJ -i o OL F- LLJ GO ED LLJ F-1 U : E- oo Rating z o W z z a Qi6oarr m Jcnoo U ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN W[NDOW FLANGE - L WOOD BUCK CONCRETE OR MASONRY OPENING BY OTHERS STUCCO J j ' BY OTHERS U PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD W H. (TYP.) WI DOW 4EIGHT) CAULK BETWEEN WINDOW FLANGE L PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EQL. PERIMETER CAULK BY OTHERS a CAULK BETWEEN B.W. WOOD BUCK L (BUCK WIDTH) MAS-Y. OPENING INSTALLATION ANCHOR BY OTHERS ONE BY WOOD 3/16' DIA. TAPCON 1-I/4' MIN. c EMBEDMENT INSTALLATION ANCHOR 3/16' DIA, TAPCON SHIM AS REQ'D. 1/4' MAX. SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS TYP.) (SEE NOTES) B.H. BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL PRECAST SILL BY OTHERS uj NOTES: SECTION A -A 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4 D 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD JAMBS- SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONfZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. EXTERIOR OF WINDOW FLANGE. F 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'O. 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS- 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH #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 PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEVATIONSERIES- SINGLE HUNGS. tr BUCK BY OTHERS SHIM AS REQ'D. RIGID VINYL I/4' MAX. GLAZING BEAD ( SEE NOTES) TYP.) GLASS _ TYP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE L WOOD BUCK W.W. WINDOW WIDTH) SECTION B-B WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #10 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8- MIN. EMBEDMENT AT VIEWED FROM EXTERIOR ALL INSTALLATION FASTENER LOCATIONS, I-1/4' MIN. EMBEDMENT D STUCCO BY OTHERS PERIMETER I 1 CAULK BY OTHERS CAULK BETWEEN WOOD BUCK L MAS'Y. OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PSF TO 40PSF 41 PsF TO 70PSF 30PSF TO 40PSF 41 PSF TO 70PsFSIZESIZE 12 is 1/8 x 25 6 8 F.G F.G F.G F,G13181/5 X 37 3/8 8 8 F.G F,G 14 18 1 /5 X 49 5/8 B 8 F,G F.G 145 18 I/8 X 55 1/4 8 e F,G F,G 15 18 1/8 x 62 6 8 B B F.G F,G,H,I 16 17 18 1/8 x 71 18 1/8 X 83 8 8 F.G F,G.J,K IH2 25 1/2 X 25 8 8 F.G F,G F,,G F,G 1 H3 25 1/2 X 37 3/8 6 6 8 8 F,G F,G,H1 1H4 25 1/2 X 49 5/8 8 8 F,G F,C,H,1 1H45 25 1/2 X 55 1/4 8 8 F,G F,G,H,1 1 H5 25 1/2 X 62 71 B B F.G F,G,H,I IH6 IH7 25 1/2 X 25 1/2 X 83 8 8 F,G,J,K F.G,J,K 30 1/2 x 26 29 1/2 x 25 8 B B F,G F,G 30 1/2 x 38 3/8 29 1/2 X 37 3/8 B F,G F,. G 30 1/2 x 50 5/8 29 1/2 X 49 5/8 B 8 8 s F.G F,G,H,I 30 1/2 x 56 1/4 29 1/2 x 55 1/4 8 8 F.G F,G,H,I 30 1/2 x 63 29 1/2 x 62 B 8 B F, , G F,G,H.I 30 1/2 x 72 29 1/2 X 71 8 F. G.H.1 F,G, H.1 30 1 2 x 84 29 1/2 X 83 B 22 36 X 25 6 B 8 8 F,G F.G 23 36 x 37 3/8 8 B F,G F,G,H,I 24 36 X 49 5/8 8 6 F,G F,G.H,I 245 25 36 x 55 1/4 36 x 62 8 8 F,G.H,I F,G,H,I 26 36 x 71 B B F,G.H I D.E,F,G H,I 27 36 X 83 8 B F,G,J,K F.,G,H,I,J,K 42 x 26 41 X 25 6 8 B B F,G F,G,H,I 42 x 38 3/8 41 X 37 3/8 6 8 F,G F,G,H,I 42 x 50 5/8 41 x 49 5/8 8 B F,G,H,I F,G,H,I 42 x 56 1/4 41 X 55 1/4 8 8 F,G,H,I D,E,F,GH,l 42 x 63 41 X 62 41 X 71 8 B F,G,H I D,E,F,G,H.1 42 x 72 41 X 83 8 B F.G.J.K F,G.H,I,J,K 42 x 84 48 x 26 47 x 25 8 A,C F.G F,G F,G,H t ad x 38 3/8 47 x 37 3/8 8 B A,C A,C 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,I a8 x 56 1/a 47 x 55 1/4 47 x 62 8 A,C F.G.H,I O,E.F,G.H.I 48 x 63 72 47 X 71 6 A,C F,G.H 1 O,E.F,G.H,I 48 x 47 X 83 F JK OEFGHIJK 48 x 84 52 1/8 X 25 8 A,C F,G F.G F.G.H•132 33 52 1/8 X 37 3/8 8 A,C A,C F,G F,G,Ht F,G.H.I 3a 52 1/8 X 49 5/8 52 1/8 X 55 1/4 8 B A,C F,G,H,I D.E.F,G.H.I 345 35 52 1/8 x 62 8 A,C F,G,k 1 FG,H,1 O.E.F,G.H.1 O,E,F,G.H,I 36 52 1/8 X 71 52 1/8 x 83 B 6 A,C A.0 F.G.J.K D.EF,G,J.K.J,K 37 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES - FLORIDA EXTRUDERS INTERNATIONAL. INC SANFORD, FLORIDA TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS — SERIES I000 I500 & 2000 DRAWN BY: L B APPROVED BY: a € Z DATE: 10/09/0I SCALE: NTS DWG_: FLEXOO 16 PRFPARm By PROOUCT & APPLICATION ENGINEERING, INC.. 250 INTERNATIONAL PKY,. SUITE 250. HEATHROW. FLORIOA 32746- PHONE 407 805-0365 Fax 407 805-0366 GAi ". . :i u^u c:y: m"p iV0J S:H, X c X ii:CC 5.K Cam' x I/;-: J_L,` A cl -s:aC cECLr` BE—, k r, •fJL VF J rC_: i- t _ i A Ps=G .sM 48 X :/2, S' _C S''1` JLALANi, BETWEEN WINDOW r: ANGES 48 X 1-1/2 SELF- APPING SUS J. X X '/8 J'E MULLION 2 X /2 Sti E TAPPING SMS L SEALANT a=TwE ENW!.NDOV F'LANG-ES TAr?I4E SMS TS r, i\' 2.—r, ;:;": I X 2 X -1/8 SktS 48 AX .—I/2 SQL-— t— SEA: .0 7 R W iE rLANCES MULL `—UN 4PNG SP'iS i X d X 3/ ru E MUl LL 1Gy 4 1 A in .0. MIS E. LE'iAii I !i ON. ifi iC L/ StL 4 i!`WE ' irSOf A ~ Y I r .RCIOR TAP PI# _ SMS ____ ---------- ----- ----- — e nNc—, BY WOO D— S`TA Ti Ji- I Liv C t V 4— Xi 1 i I XT IO. Nrrw i 1.''v... fir". -J- I i JPtc-k- M Jj_i 1 .N I` LORiQ H EA r. A r APPL E •i'' C'EAD 6tSHL '!1 ft' i! )C t i. L•. it 3: •- v err -. Imo,- I.p .I; G: : CL\ i_;z •, h i v v r? i.i „.la l :... n? S C- L. j i F8 X VISTQ'•_i ATI NANCHOR A - S. fC YP Nu` 1: I 1 7.jtf' T,'14- T4F IGN r i r S RE d Aw:HGR C T Y .\ II, S_ i L COIF' SLALH?v t T*; _ tirrl s-_ ANGE's SI KiLLIC: N L, ' AIL C _ SEALANT N Teti==' INC SMS lz rq s ` J i / 4• fJiN. A; iAP{ Y leir..Ic 1 O ' i f i o FLORIDA EXTRUDERS INTERNATIONAL, I SANFORD, FLORIDA Clt T L.;.,NC3 i u0,Jj L SHE_T CIFsTITLE: Ui SEI T I r t- F ___ f RU fir Sc R LF C T i E S DRAWN BY: APPROVED BY: d mr- j"Ll nnrc-ci for fAPA('IT1l= C SERIES 1000 CAPYACITY 15UU r LANUt VLM I IUAL ULJIVI-- CAPACITSCAPACITYCAPACITYjCAPACITYX2PAC6X3 CAPACITY CAPACITY CAPACIT CAPACITY 2X4X3/8 WINDOW CAPACITY WINDOW 1X2X1/8 CAPACITY 1X2Xi/$ 1 CAPACITY 1X2X3/8 1X2X3/8 1x2 7/t6xt/stx2 7/tsct/s;1x2 7/tsx3/8t / / T4BNCHORSL X4X1 / T4BANCNORSL 1 X4X 1 /8 T6BANCHO SL 1 X4X3/8 1 X4X3/8 T6BANCHoSL T6BANCHORSL CALL TIP -TO TIP ;TUBE MULL TUBE MULL TUBE MULL2ANCHORS TUBE MULL TUBE MULL TUBE ANCHORS ' TUBE 4 ANCHORS 1 2 ANCHORS 2BANCHORSMULL SECT. A-A(5) T4BANCHORSL SECT. A-A(6) SECT. A-A{6) SECT. A -A 7 SIZE SIZE 2 ANCHORS SECT. CHOA-Ai 4 ANCHORS i SECT. A SECT. A -A 2 SECT. A-A(2) SECT. A-A(3) SECT. A -A 3 SECT. A-A(4) ;SECT A-A{4) SECT. A-A{5) 732. 42 336.52 692.83 336.52 336.52 _ 732.42 791.81 1187.72 791.81 11187.72 11187.72 12 3 19 1/8 X 26 336.52 209. 72 429.55 732T42 209. 72-_'• 456,46 209_72 456_46 493.47 74Q.2fl _ 493.47 740.20 740.20 19 i S X 38 3 8 209.72 i 317.66 131. 23 152.75 177.46 152.75 193.92 152.75 271.83 359.41 539.12 359.41-539.12 539.12 14 19 i 8 X 50 5 8 131.23 3 -- 1 127.29 1127.29 135.81 139.09 135.81 194.97 1319.55 460.17 319.55 479.33 479.33 145 119 1/8 X 56 1 /4, 94.13 94.1 9, 21 97_48- 97.48 1 19_85 282.02 423.03 282.02 1423 03 423.03 5 19 1/8 X 63 _ ; 65.97 __ 72 65. 97 89.21 _ r64. 27 64.27 136. 64 90. 09 90.09 . 212.62 212.62 - 296.98 296.98 365.75 43. 49 43.49 58.81 58.81 3fi 45 39.83 39.83 55.84- _ 131.79 13i .79 i 1$4.08 184.08294.03 17 19 1/8 X 8426.96 i --- 26. 96 Y 55. 84 36.45-` - 572. 13 262.87 572.13 61$.52 927.78 i 618.52 1927.7 8 1927.78 1 H2 26 1 /2 X 26 _ 262.87 572.13 1371.61557.41 1262_ 87-^ 1541.20 323. 48 262. 87 _ 157. 93 y 343.74 157.93 343.74 557.41 371.61 S57.4 f y 1 H3 6 1 /2 X 38 3/& 157.93 i 239.21 157.93 1 13.20 143.71 113.20 201.45 266.35 399.53 266.35 399.53 399.53 6 1 2 X 50 5 & 97.25 1H4 / ` 97.25 ----- 1 13.20 T- 131. 51 93. 59 100,17 102.59 100.17 143.81 1235. 339.42 235. 353.55 t 353.55 1 H45 P6 1 /2 X 56 1 /4 69.43 69.43 93.89 71. 58 71.58 88.01 1 100.34 236.83 207.10 310.65 i 310.65 1 H5 I y 26 1 /2 X 63 48.44 -_ _ 48.44 i 65.5i _ 65.51 46. 98 I 46. 98 165.86 65s86 155.44 155.44 - 217.1 i l 217.1 1 267.38 1 H6 26 i /2 X 72 31.79 T I 31. 79 1 42.99 42.99 26. 53 28.99 25.99 y 40. 64 y . 40.64 95.93 95.93 133.99--' 133.99 214.02 -_ 1 H7 26 1 /2 X 84 19.62 y 19.62 26.53 1216. 75 471.75 216.75 i 471.75 1510 i 765 S 10 765 j 765 22 37 X 26 ! 216.75 471.75 4221_6_75 471.75 2 01122.22 266.00 287.57 431.36 1287.57 431.36 j 431.36 23 37 X 38 3/8 122.22 185.12 122.22 185. 36 250. 32 99. 17 122. 22 1, 85.36 185.36 151.91 .91200.86 301.29 200.86 301.29 301.29 t 24 r------------}--- 07 X 50 5/8 173.34 j 73.34 - 70. 28 70.28 i 74.98 r108. 37 - 176. 79 74.98 107.65 176.43 254.07 176.43 _ 264.64 1264.64 245 37 X 56 1 /4 51.97 51.97 ^_ 148. 70 1 53.21 53.21- 65.43 T74.59 1 53.96 176 06 153.96_--- 1230.94 230.94 25 37 X 63 36.01 36.01 31. 74 48. 70 i 31.74 34.69 48.62 48.62 114.76 r 114. 76 1131.61 16+ 0.30 197.41 26 1 37 X 72 - 23.47 y 23.47 -_ 1 19.46 1 19.46 y 21.26 i 21 s`2&;- 29.81 T29.81_ i 70.36 - 170.36 98.27 98.27 1156.97 27 1 37 X 84 ' i 4.39 14.39 191. 61 191.6i 417.04s Q4 .. 450.85 191i61'" 14.17. 676.28 450.85 1676.28 i 676.28 32 53 1/8 X 26 191.61 417.04 T--`- T---- i394. 49 214. 14 r : • 38 .._, 2.4.14 231.50 i 347.25 231.50 s 347.25 _ s 347.25 33 1 /8 X_ 38 3/8 98.38 149.02 - 98.38 -_ 201.51 j 98.38 4 1 16.d7 1 4.00 231.01 154,00 31 .01- 231.01 34 3 1 8 X 50 5 & 56.23 56.23 165.45 76.04 65.45 83.09 -, 58. 65_ 45 1133. 48 192.22 133.48 200.23-_00.23 3451 / 8 X_56 1_/4 39.32 39.32 - 53.17.73 y53.17 139. 78 i 0 39. 78 56. 73 :' `r 81.44 148. 91 t5.08 t J 1. 15.08 1172.63 172.63 35 53 1 /8 _X 63 _ ` 26.92 26.92 - 17. 34 36. 40 - 136.40 -- 23. 45 36, 40 23. 45 25.62 Y --- 125. 62 35.92 1131. 60_ 35. 92 84 .77 _ f 84.77 97.21 118.41 1145.82 36 j 53 1/8 X 72 17.34-- 15. 53 21.77 21.77 151.39 51.39 71.78 71.78 _ 1 120.81 37 y 531 /8 X 84 ` 10.51 --1 10.5 i 14.21 14.21 i 5.53 y SERIES 1000 & 1500 FLANGE VERTICAL DESIGN PRESSURE CAPACITIES INTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD, FLORIDA MULLION rtTLE: liE O,•V L SHEET 2 OF 2 4iERT i '; MR-11 1 DNS- J R. ! tJ: x i r0 ' NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON DRAWN BY:.! APPROVED BY: FASTENERS REQUIRED AT EACH END. B) DESIGN PRESSURES GIVEN ARE FOR 1.5 X t DATE: i i`! SCALE: -'_ DWG.: '_ti i~1 L rr 2 SHEATHING - By OTHERS STUCCO _J OR SIDING BY OTHERS PERIMETER - CAULK BY OTHERS J i SLIDING GLASS DOOR FRAME SILL SHIM AS RE'O'D SEE NOTES) CAULK BETWEEN DOOR FLANGE a SHEATHING INSTALLATION ANCHOR x8 SCREW TWO BY WOOD BY OTHERS 1/4' MAX. SHIM SPACE 1-I/8' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT D EMBEDMENT a 4 c 1-I/4' MIN. D LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' DIA. TAPCON SECTION A -A W-- DOOR WIDTH SLIDING GLASS DOOR FRAME JAMB TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS SECTION B-B 4' MAX. SHIM SPACE Two BY WOOD 0-i1-1/6 MIN_ BY OTHERS EMBEDMENT SLIDING GLASS HOOK STRIP SHIM AS REO'D. SEE NOTES) INSTALLATION ANCHOR a8 SCREW CAULK BETWEEN DOOR FLANGE 8 SHEATHING SHEATHING BY OTHERS TEMPERED t STUCCO (TYP.) OR SIDING BY OTHERS EXTERIOR ELEVATION 2 PANEL DOOR SHOWN SLIDING GL.. INTERLOCK INSTALLATION ANCHOR W OD RS SULK BETWEEN IOK STRIP & IEATHING 1-1/8' MIN. EMBEDMENT HOOK STRIP DETAIL NOTES 1) DOOR MATERIAL: ALUMINUM ALLOY 6063. 2) U8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-t/8' INTO WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD 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 SIZESUSECLOSEST BYPASS DOOR SIZE & CONFIGURATION TO FINISHED OPENING. PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN. 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM 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. Ill SHIM AS REO'D. AT EA. SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS. 13) WHERE 'X' REPRESENTS MOVING PANEL AND '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' L 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. REV DESCRIPTION DATE INI FLORIDAINT. I SANS RD E<_. TITLE: SLIDING GLASS DOOR INSTALLATION WITH #S SCREWS DRAWN BY: BB APPROVED BY: ATE: 12/17/0I SCALE: NTS DWG #fLEX0027 SHT I OF NOMINAL DOOR SIZE AND CONFIGURATION 4068 XX, OX, X 5068 XX, x, xO 6068 xx, x, XO 8068 xx, Ox, XO 10068 xx, OX, XO 5080 xx, x, xO 6080 xx, 0x, XO 8080 xx, 0x, X0 10080 xx, x, _x0 50100 xx, x, X0 60100 xx, 0x, X0 80100 xx, ox, x0 9069 OX0 12068 OX0 15068 OXO 9080 NO 12080 OX0 15080 OXO 90100 No 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 x X X-X iooloo 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 S/8 X 80 142 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 5/8 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 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 g 8 8 10 10 10 12 12 12 6 6 6 8 8 8 10 10 10 12 12 12 6 6 6 8 8 8 0 0 0 12 12 12 14 14 14 16 : 16 16 12 12 12 14 14 14 16 16 16 12 14' 14 12 12 14 14 16 16M12121212 14 14 16 16 12 12 W1412141812141812141912 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 g 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 g 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 i0 10 10 10 10 10 10 10 10 12 12 12 12 12 12 8 8 8 g 8 8 g 8 8 10 1 1 10 10 1.0 10 10 10 12 12 12 12 12 12 12 12 12 8 8 8 8 8 8 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- S 6 7 8 6 7 8 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 6 7 8 6 7 8 6 7 8 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 7 8 5 7 8 5 7 ANCHOR NOTES: SAME ANCHOR QUANTITIES. 1> FOR MASONRY OPENING W/TWO BY WOOD BUCK USE 14- FLORIDA EXTRUDERS INT. IN. SANFORD, "FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS ENGINEER. nRN BB DATE 12/21/01 D(scTPLINE: CIVIL SCALE- N.T.S. DVG. Na FLEXO{]27 PEG. N0 471RP REV. LETTER: SHEET, ; n` ? N a C NT X HVvIFS. 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 5US-CONTRACTOR5. EACH 5U5-CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER QUESTIONS PERTAINING TO THE DRAWINGS AND/OR SPECIFICATIONS. 5. IT 15 THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE 2001 FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL, CITY, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING THE 51TE 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 34"X22" AND 36"X24" PLANS ARE DRAWN TO SCALE 1/4" = 1'-0", 1•V6CCT FORO TLIG LIVE ANV REAR EXTCCIO CI -YA TIr.Ir- 11411161 1/11 ARE 1PRAIAIN TO /" P- ", A TLIILT I' 7XI I PLANS ARE DGRAWN TO THE SCALE 8" = I'-O", EXOEFTT OR T! 1E r 1PE A 1 IP REAR TCO 1 r.11`1 ly( /1 TION5 DESIGN PARAMETERS BASIC WIND SPEED = qO M.P.H. (FASTEST MILE) 110 M.P.H. (5 SECOND GUST) WIND IMPORTANCE FACTOR = 1.0 WIND EXPOSURE CATEGORY = B APPLICABLE INTERNAL PRESSURE COEFFICIENT ; +/— 0.15 INCLUDED IN DESIGN WIND LOAD) DESIGN WIND LOADS — WALLS = +22 , —10 PSF ROOFS = + 20 , —20 PSF 30 PSF AT OVERHANGS) SHEET NO. C COVER SHEET 1 FOUNDATION PLAN, FILLED CELL DIAG. 2 PRECAST LINTEL DIAGRAM 3 PRECAST LINTEL LOAD TABLES 4 FLOOR PLAN 5 TRUSS LAYOUT 5. 1 STRAPPING SCHEDULE 6 EXTERIOR ELEVATIONS 7 ELECTRICAL PLAN, ELECTRICAL RISER, PLUMBING RISER 8 GEN. NOTES & TYP. CONST. DETAILS 9 GABLE END & OPENING DETAILS s 0 oo d y VUdT'a do TF Q r LLW W J W u JCr) wW OU 4E EI,, F U) WOWCID OQ06o IT KWRICANE ENGINEERED BY: ese tC a 3k GONG. 5LAB {W FIB@IESH OVER 6 MIL. VAPOR BARRIER OVER TREATED GOMPAG FELL GMU Z SRADE b_ 5 VERTICAL 2-5 BARS I REBAR 16` MONO. SLAV - C.M.U. ONE STORYGara EXPANSION NON LOAD BOLT'"j - 'I— BRG. Y(ALL 5j- GOING. SLAB Y'V FIBm-(IY4 OVER 6 MIL VAPOR BARRIEROVERTREATEDWWAGTEDFILL 7 1-5 BAR COW. a / O 6RADE 0 6' THICKENED SLAB NON -BEARINGx (tra I-W, BAR COW, n MONOLITHIC FOUNDATION DETAILS 9" TILTS. f Z DEPRE55ED SLAB s NON-BPW 0 ARA6E T" O in 5'-4° -I'-4' 1'-8" 3' 4' 7'-8 _ 4'-4- _4'-4- OFT. LOCATION A/ COND. YV 36X36X4 GONG PAD Olt 6'SX X4" PA O GFLE (ImEl-C-Ilt PATIO AV PO DECK) it ------ ------------- ,-: 3 PRECAST Sb.D B' t THRESHOLD t I' 21'-5)1" r-'I) L;'j 16-R" (PLUM5'(5 WALL) Ll rr D i _ DBL. SINK I B IPA w/ DISP. I ARDEN ) (V 1 TUB i OPT. ;: ij,': LAV. ry in r(c'. 4' GONG. SLAB w/FIBERMESH OVER 6 MIL VAPOR SARRIER ON GLEAN, HELL COMPACTED TERMITE RESISTANT TREATED FILL OR 'RECRUIT It" 5Y5TEM. TUB/8HYN2 , _ , I fV 1 I , t 19 4" LAV.20'-W W/ 36X36X4 1 4" PVC A/C CHASE - GONG. PAD A C- x-H UT 6 A-1 MAXIMUM SPACING OF FILLED CELLS FOUNDATION PLAN NOTES 1&12: J UNGROVTED CELLS THAT CAN RE515T A IOO M.P.H. LOAD 1) ELEVATION 'A' SHOWN: SEE PARTIAL PLAN5 ON SHEET 'A3-5' FOR ELEV. W CHANGES. DE516N WALL PRES5UfZE T = 22 P5F 2) THIS STRUCTURE HAS BEEN DE5IGNED TO MEET MAXIMUM ALLOWABLEW GTENSIONONHOLLOW UNITS OR EXCEED THE 110 M.P.H. 3 SECOND GUST WIND IS 25 PS.I. - A.G.I. 531 TABLE 10.1 LOAD REQUIREMENTS OF THE FLORIDA 0 = FILLED CELL W/ SECTION PROPERTIES W PARTIALLY GROUTED OUILDINIS GORE 2001 EDITION....=.+F..•s..a:e a) AIR HANDLER TO HAVE MIN, 4' CLEARANCE 1) #5 REBAR VERT. WALL = 45.43' 04AWNARY STRUCTURES A.G.0 ON ALL SIDES AND ENCLOSURE SPACE TO 5E M = will /5, 5 = WL`LXI2/ &XT - 15.43 , 1 = 10.4 FT. MIN. 12" WIDER THAN APPLIANCE. 4) A/G PLATFORM 5Y BUILDER F IllIQ7QI/f,/ USE 8'-0' HORIZ. SPACING - 9'-4' CEILING MAX. (FS = 1.3) USE W-O' HORIZ. SPACING - 10'-0' TO 12'-8• COLIN6 MAX. ENGINEERINGIUSE &'-0' HORIZ. SPACING - 12'-&' TO IW CEILING MAX. t I na-som Floc (" na-aan a KK 161e13 X17oaNiE msews. FL 3via ADD LINTEL YV (U •5 CONT. ® W-4' HGT. (+/- W) Wawa a Fusoawi FEI aMis xH. Z I A -I I i i 1 i L------------- J a NOTE: DOUBLE LI= 7AGABLEENDTRUSSSH. A3-B.I ('t1EV. ' I X G L---- ----------- ---i GARAGE DOOR X 5/4' RE ,E55 AT A-1 16'-0" '-O 1 3'-4" T-4" 20'-O" 1. 6'-0" 14'-0" Eg FOUNDATION PLAN ELEV. "Till V4'=I'-O' Z F J a J 2 Z 0- _U _Q Z=o OJJ C3 OZ U OCG w O -' L J I.L. In! E`Es jsPH K a bIc drn. Design d.same el ...Y. o+-2Z-01 sheet 1 Of_ AST- RETC 692 LINTEL SCHED. LINTEL NO. LENGTH TYPE COMMENTS L I 19'-4' 51`96-I5/IT ALLIED LINTEL, A-13 L 2 t'-b' 81`I6-I5/1T ALLIED LINTEL: A-5 L 3 BFIb-IB/IT ALLIED LINTEL: A-5 L 4 4'-b° BFIb-OB/IT ALLIED LINTEL: A-3 L 5 4'-b" 8FI6-05/IT ALLIED LINTEL: A-3 L b 7'-b" BFIb-IB/IT ALLIED LINTEL: A-5 L 1 4'-b' 8FI6-OB/IT ALLIED LINTEL: A-3 L B 4'-6' 1 81`I6-05/IT I ALLIED LINTEL: A-3 L 9 4'-b' 8FI6-OBAT ALLIED LINTEL: A-3 LINTEL DIAGRAM NOTES 1692: 1) SEE FOUNDATION PLAN FOR FILLED CELL SPACIN(5. 2) SEE SHEET 'Ab.l° FOR LINTEL TABLES. OPT, LOCATION A/C COND. NV 3bX36X4 CONC. PAD L-8 ===' I, L-7 L-q A/C COND. H/ 36X36X, GONG. PAD L-2 L-1 LINTEL PLAN IM R ICA/ E ENGINEERING 407) ]74-90o] FA1t (407) 774-B477 M.TA4MBOX161613oWTE SPMHM Fl 32716 THDWS I MMERM PE/ 47519 PATIO 1N/ DECK) L-3 J NOTES: CAST—CRETE SAFE LOAD TABLES MATERIALS ( FOR GRAVITY, UPLIFT & LATERAL LOADS I. f'G preGGSt Itrntel5 = 3 p51. 2 f'c prestressed lintels = 6000 psi. 3, f'c grout = 3000 psi w/ rnaxirtm 516E aggregate. 4. Concrete masonry u7fts (GMu)per ASTM G90 w/ minims. not area compressive strength = IgOO psi. g. Reber provided h precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 a GR60. 6. Prestressing strand per ASTM A416 grade270lowreaxotton. 1. 7/32 wire per ASTM A510. 5, Mortar per A5TM C210 " M or 5. GENERAL NOTES I. Provide Full mortar head and bed Joints. 2 5hore filled lintels as required. 3. installatlon of lintel must comply with the orchltecturaland/or structural drawings. 4 Lintels are manufactured with 5-I/2" long catches at the ends to accommodate vertical cell reinforcing and grouting. 5 All lintels meet or exceed U-960 vertical deflection, except lintels IT-4' and longer with a nominal height of b' meet or exceed L/180. b Bottom field added rebar to be located at the bottom of the lintel cavity. 1 1/32' diameter wire stirrups are welded to the bottom steel for mechanicol anchorage. 5 Gast -in -place concrete may be provided In composite lintel In lieu of concrete masonry units. q Safe toad ratites based on rational design analysis perA4:1 315 and AO 530 SAFE LOAD TABLE NOTES I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled Ifrltels must be reduced by 20% if bearing length is less than Safe loads for all recessed lintels based on 8' nominal bearing. 2. N.R = Not Rated. 3. Safe loads care total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addfonai reinforced masonry above the precast lintel. 6. One #7 rebor may be substituted for two 05 rebars In 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 5. For composite lintel het hts not shown, use safe load From next lower height. q. All safe bads In units o pounds per linear Foot. 8" PRECAST W/ 2" RECESS DOOR U-LINTELS C—corn GRAVITY LENGTH TY bcaw rare-s em-tF 0 n 4'-4' (52") PRECAST t469 6gi 9050 2482 3554 4g2q 54104 6800 M-1 54M 4982 6472 7g47 9416 a816 4'-b' (54') PRECAST L951 444 2162 2114 3600 44e7 5375 6264 1702 5P2 4962 64-0 7947 g41b 1081E 5'-a" (68') PRECAST 105 692 1602 1550 3050 2566 3075 3585 1155 2162 4014 6412 6546 58" 683q 5'-10•(70') PRECAST 65 1 1 1 1 1424 2400 2676 3352 1103 2051 Wff 6412 6516 5450 644 6'-8' (809 PRECAST 623 901 1617 2108 2516 9223 5872 4522 907 167T 2433 4f00 6790 8r" 6701 1'-6" (90') PRECAST 665 T61 577 2252 M56 2451 345q 761 5T 232q 360q 54g2 f16(4 Set 9'-9' (116') PRECAST 371 420 634 t259 1071 1342 1086 535 420 1441 2fW 361E 3595 2875 8" PRECAST W/ 2" RECESS DOOR U-LINTELS s Rrn UPLIFT LATERAL LENGTH TYPE6_ algae-nr 6RIt6 8RF6 j 52") PRECAST 1244 5T3 240 9260 M2 4g61 5825 q32 q321244sM21943f1040oe465056% 54") PRECAST IM2 MM 2341 9W 3g31 4756 5577 53 853IM2M14552240303658314b435453 be,) PRbGAST g24• 012 IM 2425 3055 368q 4325 501 501q241132r1412557547836034230 70") PRECAST 646' le"n42 2352 2" 3581 4"5 6% 10g4 I690 2255 2841 3 7 aab 80') PRECAST Tie 982 IS13 2042 2513 3a7 3642 e30 II00T856146EW8735oqlwas3563 g0") PRECAST 6" 1325 I8b 2280 2153 3221 ll0 q4166804913021762222526g031 116 •) PRECAST 593' 455 8015 1123 1419 1104 M45 516 6145555211009664112E206E2450 REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 115 REBAR AT TOP F = FILLED WITH GROUT / U = UNFILLED f MIN. (1) REQ'D 1-1/2" CLEAR QUANTITY OF '5 REBAR AT BOTTOM OF LINTEL CAVITY Q w 4 Gl'I,U. OFI-IE3/ITQU = d1 Z NOMINAL WIDTH QUANTITY OF 05 GROUT NOMINAL HEIGHT REBAR AT TOP Ill z 5 REBAR AT BOTTOM s1 OF LINTEL CAVITY 5/8"AGTU L BOTTOM REINFORCMG PROVIDED IN LINTEL VARIES) 8" NOMINAL WIDTH T FE PES I GNAT I ON 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS 4- 4 GRAVITY TYPELfNGIR eH5 S OF64B 8FI746 bFl6-s 2'-IOY34') PRECAST 2306 3166 4473 a473 6039 bola 1336 7526 g004 4004 104n a4n 436 xa36 3'-6' (42') PRECAST 230 3130 3"46eq 6" 736 6630 9441 3166 44T9 6034 T526 9004 10472 t1"6 4'-0' (48') PRECAST 202 2325 2446 946T 443E Salo 6964 T55B2646447360997526400410472IM96 4'-6' (54'1 PRECAST t651 f 87 Me 2657 5405 4"" 4646 5644 trio 4o27 6o99 1526 g004 0472 966E 5'-4' (64') PRECAST 1154 IZA 1301 100q 25" 2526 3336 5646 t665 2eeg 5057 6046 5400 2-4 7450 5'-10'(7011 PRECAST 112 1000 105q 1474 1884 2504 27M f 30-1145q24644144545E443752606122 6'-6' (78') PRECAST 43-1 125E Met 5263 2746 335E 3" 4"v8- 1255 2101 33g6 5260 1154 6gg5 66gO T-6' (qO') PRECAST 167 a29 1615 2965 Kq4 I 243g 2158b 3MO602qWe2660363q55g66605041 9'-4" 012") PRECAST 513 632 1049 146q 010 1482 t754 20" 166 1212 I818 2544 3464 4050 9127 10'-6Y126') PRECAST 4&2 002 i125 qe 1122 132b 1565 456 658 10$ 1514 2001 2-114 3130 2404 II'--4' 056') PRECAST 445 5" 598 a55 435 1365 1965 less 1654 2441 r745 555 2015 4044 12'-0'(144'j PRECAST 41d 545 864 t254 168q 2074 1510 1" f5i 864 1254 1693 2211 2632 31/i0 13'-4'060') PRECAST 362 427 126 1028 031 555 1224 1410 465 148 10'16 1 4136 1655 2343 2920 14'-Oi168') PRECAST 336 961455 648 100 919 4003 Iwo 1935 1462 1't14 1081 2i53 1260 26" Dlb') PRE5TME55Et I NR. w w w w w wi4'-8• 465 765 570 2045 26101 9165 9765 5'-4• (11'S4•) PREs N.R tR w Fat w W w tat 420 695 1250 t855 2310 26g0 3410 17'-4' (20W)PRESTRE55M I N.R. ww w wlet w w 3a 53o 4'S0 1400 IWO 2200 2600 W-4'(232')PRE5TRE55E N.R. t4¢ MR tR tR tR wi wi 240 400 50 aqO 1400 1120 2050 21'-4' (256')PRES NR. 142 wi tdi w2 IR w wL 183 330 610 440 0,10 1760 21a 22'-0"(264')PRE9TRES5E N.R. tII2 R Rt wi rR MR d2 160 3300 510 870 1250 1660 M70 24'-OY268')PRESTRE55E N.R. tJR tax we lux raz ws tsx 130 240 470 720 1090 135o 10 REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR I NnTf7S' I ALLIED LINTEL TABLES MATERIALS 4 INSTALLATION I. rebcr in precast lime( 6R60 per ASTM A615 2. rebor in powed berm GR40 per A5TM A615 3. f'c For pprecast lintels =4000ps1 4. Fc for ileld concrete =3000ps1 S. concrete masonry "nits per A5TM C-40mortarperA5TMC210teMorS 6.. calcolatforns by: Richard 6. Newman, PE., Rlddle-Newnan Engineering inc. 1. shore all composite lintels 4' O.G. 8. all composite beams calculated with 1#5 in top of beam4, safe boob based on nominal 8' bearing4• minMmn). 10, all loads shown In pounds per linear foot II. for Iangthes not listed use next longer length for safe load FIELD REBAR J 5GR40 l0 Q1- ly GML- Q- J Q r CONCRETE FILL FIELD REBAR Q 5 GR 40 AL r 1-5/ 8"ACTU ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH 8"x8" UNFILLED a"Xa" FILLED 8-X12" FILLED 8"X18" FILLED 8"X20' FILLED 8"X24" FILLED a'x28" FILLED 8"X32" FILLED A-1 210 6549 6257 10125 12000 12000 f2000 12000 12000 A-2 3'6" 383E 385E 5231 6552 11440 12000 12000 12000 A-3 4'6' 20911 Ig14 3361 4616 6156 1264 6601 gg24 A-4 5'10' 1128 foeo 1510 2483 5336 3413 4631 5350 A-5 T6' q02 1056 1544 2542 32g4 402q 4TgO 5522 A-6 1'4' 656 636 1112 1534 111g4 2496 2402 3346 A-1 10'b" 4eq 403 841 1110 1522 1651 2211 2556 A-8 11'4" 502 612 1125 1530 2002 2455 2g31 3389 A-q 178• 421 405 qo0 1224 1604 1%8 2360 212f A-10 13'4' 3q3 41q T14 1055 1551 16g2 2024 2341 A-11 14'0' 342 375 690 q38 1255 1510 180E 20gl A-12 1418' 30a 334 615 842 110E 1352 1624 f874 A-15 11'4' 272 205 456 611 006 Ilea 1550 A-14 fq'4' 250 345 446 8so 108 8fo ibg8 1480 A-15 20o• 225 565 413 184 fo52 1510 1831 ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8" CONCRETE "U" LINTELS LINTEL NO. LENGTH 8 x8' 8"w 8"X12" 8"X16- 8'X20" 8"X24" 8"X28" 8" X32' LATERAL LOAD VWILLED FILLED FILLED FILLED FILLED FILLED FILLED FILLED 8X8 FILLED A-1 2'10' 5046 5150 glg4 10000 10000 10000 10000 10000 4405 A-2 3W 1535 1516 5445 10000 t0000 10000 10000 10000 25g2 A-3 4'6' Iola 1054 4224 5g00 5203 g440 10000 10000 1415 A-4 510" 5T5 603 2300 331q 4300 5303 6166 7e48 117 A-5 1'b" 545 310 1421 1418 2552 3514 5661 4600 661 A-65 q'4' 225 252 q34 12,16 1665pt452 2542 2447 f 423 A-1 10'6' M5 20q 156 104q 1341 2A25 M4-1 324 A-5 19'4' 303 333 652 q17 1110 1'151 202 451 A-q 12'8' 247 252 615 160 4ql 1464 3 A-10 13'4' 255 255 5to 103 842 1905 0 A-11 14'0' 225 324 4'f3 652 824 llgb 1565 288 A-12 14'8' Iql 216 442 609 16q q55 1106 1280 262 A-13 11'4' 145 253 351 453 605 755 842 4'T4: I85 A-14 19'4' I 184 214 308 420 525 65T 715 28 A-15 2VO- 1 1-14 203 1 2116 1 405 504 630 680 186 fg8 W I--- LwLI Z J w r 0- L f NJ I.L V N r Yawn by. dmwd twdred b)r aww o sheet 3 Of: NALL LEGEND 1692 t3LOCK WALL ® V-O" 0 5TUD WALL o 5'-0' STUD WALL o V-O" w/ INSULATION HANDICAP ACGE55I5LE BATH AREA CALCULATION5 1692 TOTAL A/C LIVING AREA: I642 5F GARAGE: 5111 SF COVERED ENTRY: 56 SF PATIO: 40 5F TOTAL TINDER ROOF: 2121 5F TOTAL AREA: 2161 SF PLOOR PLAN NOTES 1692: 1) ELEVATION 'A' SHOWN: SEE PARTIAL PLANS ON SHEET 'A-36' FOR ELEV. 'B' CHANGES. 2) ALL INTERIOR WALLS TO BE 3-1/2' UNLESS NOTED OTHERWISE, 3) ALL STRUCTURAL WOOD HEADERS TO BE DOUBLE 2"XIO' UNLESS NOTED OTHERWISE. 4) SEE FOUNDATION PLAN FOR FILLED CELL LOCATIONS. 5) AIR HANDLER TO HAVE MIN. 4' CLEARANCE ON ALL SIDES AND ENCLOSURE SPACE TO BE MIN. 12" WIDER THAN APPLIANCE. 6) A/C. PLATFORM BY BUILDER I) ATTIC ACCESS TO BE 22'X54", FIELD LOCATED 8) BARTOP TO BE 40` H. KNEEAALL rv/I6" BART 40'-0" 12'-0' OPT. LOGATtON A/c W/ 36X36X4 GONG. PAD 6'5X(,'OX4" PATIO DELETE PATIO Mt/ IM POOL (DECK) 25 5F4 (E6RE55) 25 5H (+22/ -24) a O FKSSH PANTRY 6068 FLArM 2068 MSTR. BEDRM. TIL TY 2bba COUNTRY I o 1 GL6 ® VC FLAT/CARPET GLb. 6 8 - KITCHEN U O FLATM GLb. ® 8.0 FLATN!NYL V' R j- DRYER VENT L DBL.51 1 qK I N 12'-l1" GARDEN ^2 WALL - - TUB i 206 6'-6"(BART ry us. a e•o O LAv 4 'a' FLAT/CARPET MSTR. BATHcl n i GL6O 8.0 FLATNMYL M4 IRIS nX GREAT OOM ryGLb inG _ A 8.0 FL CARPET 6J Y TP. BEDROOM # 2 BATH #2 T GLb 0!(t 8'OFLAT/CARPET GL6, 6 8.0 FLATN!NYL r 0 G l; l tl=1 nS TP.c0 rr N 13" -3JS" - 1 W A. AIG COND. b'0 a BIFOLD ®2868 3' W/ 36X36X4 2668 GONG. PAD- n u m UNT .__. 4, X6Iti/15 -uvvMT. ISTTM WAL e") — FOYER 2'6X6` 6'OX6' 5 BIFOLD 3'-O" 5'-3" GL6. a 8.0 FLATNMYL s m tTT r Q IATTIG AC4EGGE59 FIELD !,—ATEQ jry M.T. 6 m ENT Y 2-GAR GARAGE cow BEDROOM 5 0 i GL6. ® 8.0 FLAT/ GONG. Y GLb s• 8.0 FLAT/CA ET EGRESS 2) 25 SH OGK 130TTOM HORDS 45" O.G. ONG. LINTEL ib'OXT' O O.H. GAR. DR. 21/ -28) 2'- 16'- O" 2 3-0" 5'-0- 20'-O" 6'-0" 14'-O" WIMICANE ENGINEERING FLOOR PLAN M-9003E - (" n^-aan PA: Sax Iem ILLMME SPIOl4. ft 32719 . il00S i AaEi6V9 PE/ 47879 MJ to 0 ZJ L.L. aa c9- a= ssja 9LT EQV 8 6: Se Fgs 0 ESE a3 N cgs a 4ey iFS gaigHisMe revisions: e om e br d awn brdmvd checked by. lm— aaW 01- 22-0t sheet: 4T 5 213 4 of: 12 51- 0-4-1 1 V ALL FLAT CQUNGSH! TC LIVE: 20 pat TC DEAD: 7 pat 8ccm. 100 MAL: J7 pat DLIR FAR 115 8'-0" PLATE HT. NOTE: SEE TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS -TO -TRUSS CONNECTORS ROOF TRU55 ANC-140RAGE: NOTE, U ll$E lU TYPE 'C' (OR NTERC44ANcSABLE TIE) FOR TRUSS TO FRAME WALL OR BEAM CONNECTICN UNLESS NOTED OTHERWISE (UNO) 21 USE (1) TYPE 'A' (OR SJTERCWAW ABLE TIE) FOR TRUSS TO BLOCK CONNECTIONOINECTION (UN.OJ 3) USE EWUI-U6-N (OR NTERCWAWFABLE TIEFOR ALL JOIST HANGER C01,11,4ECTICN5 (UNO) 4) USE (3) 16d OR (3) 131 x 3 1/4' PASELODE 604 NAIL TO FASTEN JACK TO NIP GIRDER (T4B) 5) GABLE TRUSSES REQUIRE (U TYPE 'A' OR (I1 TYPE "C" STRAP AT 4W O/C FROM CENTER OF TI31SS. 6) ALL STUDS BELOW GIRDER T131SSE5 SHALL BE EITHER CONNECTED w/ SIMPSON SP4 STRAPS TOP AND BOTTOM IN ADDITION TO OTHER STRAPPING ON PLANS. SIMILARLY, 4X4 POSTS REOURE (2)-5P4'e ON EACH END. 4X6 POSTS RECIUIRE (3)-5P4'e ON EACH END. T) BOTTOM HALF OF MTSI6 TRUSS STRAPS $HALL BE EITHER NEATLY WRAPPED UNDER VOl$LE TOP PLATE OR NEATLY FASTENED TO VERTICAL STUD OR POST DEPENONG ON ALIGNMENT OF GIRDER AND STUDS OR POST BELOW. SEE POST STRAPPING ON it AND 2nd FLR PLANS PNEUtIATIC ECUIVALENT MAY BE 5UB5T1TUTED FOR "AND NAIL DESIGNATIONS' NAIL VALUES: BASED CN 'NATIONAL DE5V--" SPECIFICATIONS FOR WOW CONSTRUOTION FR1,M TABLE BBc - 'NAILS AND SPIKES - LATERAL LOAD DESIGN VALUES' NAIL SWEAR VALUE (Ube.) w IO3r 10d 125- 16d WS- 4 06Lb Ln NI In r HJl u u U w A t t' i tl it t1 li 11 Ii 11 III t, t IF f0 O if] Q J D af u- 0 I F i 2g3! lea a2=Ss PF. gag HJ4 -' u. r $8 LLi --L-I L-i-1 w 20-0-0 I 6-0-0 14-0-0 s a 40-0-0 mot ROOF TRUSS LAYOUT 'A' Eynl N.iA drawn. by. dn. deSip dledW by: aww dale: 01-22401 4 5 5 Of: J. 5 I m GODEUGT DESCRIPTION LISTIN& °`NGE FASTENERS LOADS UFLIFT MAX. N DFL% YP) SPF A META18 CONCRETE STRAP SBCCI 9603 1)ply 14-10dx1.5", 2 I 10-16d 1500 1495 B H5 HURRICANE CLIP NER 393,422,432 4-8d, 4-8d 1485 455 265 C MTS16 TWIST TIE NER 413 14-10d 3116 1000 860 Q LSTA30 STRAP TIE NER 413, 443 22-10d 1670 1670 E HUS26 SINGLE FACE MOUNT HANGER_ NER 393 14-16d & 6— 16d 10000 1550 1110 F HUS26-2 DOUBLE FACE MOUNT HANGER NER 393 4-16d & 4-16d 8033 1080 775 ML MBHA3.56 7.25 MASONRU HANGER 8" SBCCI 9603 18-10d, 2 ATR 3 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--1Od 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" o 28333 8665 6485 AA BC4 POST ANCHOR & CAP 4x4 NER 421 3-16d & 3-16d 3100 980 700 BB BC6 POST ANCHOR & CAP 6x6 NER 421 6-16d & 6-16d 4700 1050 750 CC BC46 POST ANCHOR & CAP 4x6 NER 421 6-16d & 3-16d 3100 980 700 GG HTS20 HEAVY TWIST TIE NER 413 24-10d x 1.5" 4430 1450 1245 II HD2A HOLDOWN TO 3" WOOD NER 393,469 2 5 8"0 12150 2775 _ 2000 MM HETA20 HEAVY CONCRETE STRAP NER 393,469 I)ply 14-10dxi.5", 2 I 14-10d 1735 1495 LL HHETA20 CONCRETE STRAP NER 393,469 1 ly 17-10dx1.5", (2)ply 15-16d 2130 1860 00 MTT28B HOLDDOWN NER 393 432 24-16d AND 5 8" OR 3 4" DIA A 14455 1 4455 w J D 0 w U U) 0 Z a a H v) w 5 1 o_' ss fill asMi s ae. a....w desigcd by Id d — by. dew design dodvdby — d9w Qi-22-G7 sheet: 15 5.1 I RIGHT ELEVATION 'A' 1/4" = 1'-0" 4" SCORED MASONRY FINISH (TYP) MASONRY FIN15H ON G.M.U. (TYP ) TION ROOF (TYP) 5" FA5GIA (TYPJ 5'-0" T.OB. f Sam moss loss1 ' sf! ass a ii ;ioEs ILELImomNNE FRONT ELEVATION 'A' 1/4" = P-O" OFF -RIDGE VENT (TYP) T.O.NI D FINISH (TYP) FINISH AM 5FRJT7ER5 FIN. FLR. 5EE TRIM/DEG. SILL DETAIL THIS SHEET U6oxOEX Q U) z O F- Q W J W W f— X W sE i9Cr 3 Of FIN. FLR-.._.. N REAR ELEVATION 'A' 1/4` = 1.-0. T.O.B. j .._.._..-.._.:_.. _..--._.-.._:.-..__. _.._..—'FIN, FLR. O'O GRADE LEFT ELEVATION 'A' 1/4r = 1"-0' BADE 0) CO ° b r fig sQa; M:7- 01an. niRc dez o sheer CT 2W3 of: m i LOAD TABLE MODEL 1692 QUANTITY EQUIRIENT MAKEROR LOAD 2 1 RANGE 40A 2/P 8 i0ow 2 1 DRYER 30A 2/1' 10 5b00 I Dk%WASEER 20A W 12 1100 I R3`1aC+-R4T0R 20A W 12 540 1 1 D15PO5AL 20A w 12 540 1 1 WA%ER 20A I/P T2 1500 2 2 51&L APPLIANCE 20A W 0 30M 6 b6BIIERk LWWG BA bF 14 b000 I 1 GARAGE DOOR OPEWR 5A W 14 1" 1 6 PADDLE FANS (Ib) 15A 111' 14 500 510-TOTAL (WATTS) 30,3W 1 st. 100W WATTS AT 100% 100W WATTS REMAWDER 40% 8J52 WATTS AC. 30M WATTS 30M WATTS TOTAL 21)52-240 WATTS TOTAL LOAD ATPS 88.13 A 'S SERVICE 51ZE 150 4 PS 2 / 0 5ER CABLE L Ud Bw WRANGE8/3 3 150 A MLO DRYER 10/3 W5 PANEL SMALL APP. 12/2 U304BARE G.W. LIGHTING GIR. 14/24 U3 To PPL TRAN5 I 8' GROUND ROD 1692 ELECTRICAL RISER DIAL, / 150 A 4 WIRE 5VC. 91 1692 PLUMBING R15ER ELECTRICAL PLAN NOTES 16112: 1) AIR HANDLER TO HAVE MIN. 4" CLEARANCE ON ALL SIDES AND ENCLOSURE SPACE TO BE MIN. 12' WIDER THAN APPLIANCE. 2) A/C PLATFORM BY BUILDER 5) M5TP, BATH FAN TO TURN ON WITH LIGHT ELECTRICAL SYMBOL KEY LIGHT FIXTURE5 REGE55ED CAN L119W RECESSED CAN - EYEBALL CEILING SURFACE MOUNT LIGHT 1 WALL 5URFAGE MOUNT LIGHT LIGHT "/PULL CHAIN 5WITCH WALL SCONCE FUKJRESGENT FWTURE LF?!CTH FTIN) OUTLETS DUPLEX OUTLET SPECIAL PURPO.E OUTLET --- Is. MP. - G.F.1 _-_ SWITCHED DUPLEX OUTLET RAWE/DRYER 220V OUTLET tz DIRECT YORE CONNECTION_ 4 TELEPHONE OUTLET di I CATV (7ELEVI510N) OUTLET OT TAT OR CONGEALED OUTLETS _ CETLNJG MOUNTED DUP. OUTLET 5WITCHES SINGLE POLE SWITCH THREE-WAY SWITCH.____--_ 1, FOUR-WAY SY9TGH —__ USER DEFRED SWITCH MISG FIXTURES EXHAUST FAN EXHAUST FANLIGHT EXHAMT FAN/LIGHTAEAT Q 9FM DETECTOR ELECTRIC, WALL HEATER ECTRICAL PANEL ci EMERGENCY LJGHTING EXIT SIGN M ARD ELECTRICAL ENGINEERING toTi 77.-9W 3 M, (4m ns-esn i.9. eOi t916tJ KTMKM1tE n SRTt6 n1pM5. 1. MOE0.9Ut "Fi 4]6f9 OPT. LOCATION AX COND. YV 36X56X4 GONG. PAD y PH 7 P. 1 i M5TR. BEC)RM. UTI 4 FAN CTva H OPT. PH BEDROOM #2 1 1` iOpTv FANFAN IATTIC ALGES9 GM. DR / cP[etTt / i 2-GAR GARAGE ELECTRICAL PLAN 1/4"=I'-O" 65X6'X4" PATIO DELE II PATIO K / POOL DECK) i 1 COUNTRY KITCHEN o + i' DBL. SING j VA. w/ D15P. { 6 LIGHT STRIP I w/ OPT. SINK / M5TR. BATH GREAT ROOM BATH #2 1 / t I FOYER k p OPTGLG. \ . Il FAN EN Y BIL,, BED1FooM #3 l I V V W J U) L.L.. J W W m W W W ESS de0grwd try. a dta.nOY Miw desilpt leis Oi-22-01 sheet 7 Of a E ANCHORAGE TAPCON: BAR IM T MaWo SHEAR STRENGTH 7D. Nook 5 BAR CHI l BLOCKCTTIONXETw aCNNG) 1 ROW OF _ - W Z%{ BLOCKING - - I TAPCON: 3/tfi' 0 12- D.C. • BASE O DETAIL s cNtt coNc. FtELED a CABINET LINTEL W/, / s eatt 5 +emu T I EXP. 80L7: 1/2' 0 4B D.C. ` OURSE 2% SRIDS / o MNue•n H iB41 -TOP 5 _Y METAL iitAHE WALL oil, O.C. Mil --- ygyE yNu BE P FOOTM j J-BOLT: 1/2' O 48. O.C. X VEST REPORT 150-20068/ O EVERY O EERN TSTUDm„, sgVEslALlff CH FR pRMr1EY ' ' PROFESSIONAL SERVICE EXPANSION BOLTS: I nBLOCKING2SM5LARMPTHrAN BEMEEII STUDS AsI mm`Ff PRE THrmID N FORD R1ES.V, T MFG SPECS. Z Kam"{ CHINFORMATIONFs E TECHNICAL RAWLS / LBR LINTEL BEAM zx P.T. ;_BC`r sEE ExEXPW; BC`- DETAIL TYP. BAR TOP o 48' oa SEE '/" m D U ANCHORAGE ose v[Anow s.00lC O O SCHEDULE 7 w Law nerss aaoxr c' VERTICAL FILLED TIW:1 Np16D1 •/ Ti CELL W/10 5 BAR i `1'•s'°rttn •°° .as tw I 2 ^oc0 WN. LAP 'Fi1N0AT4Z, '' 0 , FT]R itt•R WKIRY C i BBB LINTEL FILLEII W CONT. SRH ,,L, LS GENERAL NOTES °a FILM r«anysHromz. BAR EFC CMU TO EXTERIOR waMavECE OVHRAP QI RAN FRAME CONNECTION TYPICAL FOOTING DETAIL ENGINEERING VERTCAL RESAR GENERALJ (Q7) "a 9M 1A - 1." 77.-8- SEE FLAN t7ENERAL P.O. BOf(n 6 SJK ALA 5-5. 32716 pyUR BLOCK SECTFON THRU CHIMNEY L LIVE LOADS: U) SINGLE COURSE LINTEL H -- ROOF: PEED FLOOR,, 4opeF S7A R: 4Ppe! // 3 _1 2. OANID SPEED 110n,7FH 3eec.'N J CHAIR BLOCK UNDER FRAME ICD INFERIOR CHIMNEY ET 3. ALL WRK TO BE IN AC:C.OFmANCE MTH THE FBC. 200; CHAPTER 16. Q 4. ONLY WRITTEN CHANTES APPROVED BY THE ENGIfEER SHALL BE PERMITTED, I- CONGRETE : W BY EPDXY Gi RRG N 65 Faz N e EE EPDXY L ALL UKJT3C 70 Be W STRICT ACCORDANCE WITH THE AIGI 348 Q PRDPERTE5 AMC `. FCATK)H5 • C01LI SIVE 2. Mrx DEW_,N CRITERIA LnXI3 LPL OR EGWALENT') INTO BEAM NOTE: F A BLOCKED MAPHIR-AW ZONE ISCALLED FOR ON ROOF 1 Am INTO THE FppTNG FOR ALL FILLED CELLS FLAK PROVIDE 2x4 BAD316 • ALL FLYLIDO PANEL t3Li1 N ALL CONCRETE TYPE I POR7LA A CEMENT. (ASTM C 6 ., M r SHOWN CIN PLANS HR NOT FILLED IN THE FEW NAILS 4' Or- FOR BLOCKED DIAPHRAGM ZONE SLABS AND FOOITNGS MID 3000YS[ ELSEWRERSMALLBEE ( A)1). R L 'n PROVIDE W M. B9BEO. AND 314% IDLE INTOCOMPRE pa WTN THE ®NO BEAM AND THE FOOTM 8d L40A AT4. Or- O2 ad N ILB AT N:' OG OR MNC ECI WATER -DEMENT RATIO BY LLEKsHT FOLLOWS•. z EQIALNALENT PNET,A71C NAIL E0114LNALBTT PHIIQ'W710 COMPRESSIVE OMPFEDMON-AII AIRED _ JTOP OF BONO BEAM AT SUPPORTED EWES AND O NAC AT MFPORiED EDGES gTREtI TH (1-1) EC0NCRETE CONCRETE O BLOCKINGANDD' OG FIELD AND O' OG FIELD FOR Z500 0b1 054 O FOR SHADED AREAS OF ROOF • OTHER AREA! OF ROOF U 00.46 Z b SL - - GRADE 5 ^ 3000 0' IMP SLAB ON 5' O7' 1-ER - WATER POTABLE 1. EAM W w cm CHLORIDE NOW i) 5 CONT. _ FOR cm T'rv064 3. PROVIDE NORMAL WEIGHT AGGREGATE5 W COMPLIANCE WITH THE REQUIREMENTS OF ASTM C 33. SPLICESPF;KMD25' BEFI-TSW FOR i - :. ..._ - 4. SLAB TO BE AT A RATIO OF 5 LBSIYARD. Nchd FOUNDATIONS FOOTING DESIGN BASE DON __ SOIL BEAFJW, PRESSURE U) a- O Q 2 OGGURS W DISTURBEDD}INSETABLE OR ITABOF 2000 per. FILLED CELL 8' CM HALL-- : : rA L FDDTRJG ER SHALL BE NOTIFIED AND NECESSARY ADJUSTMENTS BE MADE PER MIS INSTR)CTICN5. O 3. PREPARATIONOFTHESUBGRADETOFOLLOWRECOMHENDATIGNSASOUTLINEDINTHE GEOTECHNK;AL REPORT.SOIL, a a 4. STEPS W WALL FOOTINGS SMALL NOT EXCEED A SLOPE EHVXY Ci201JT 65 MBAR < OF (IJ VERTICAL TO (2) HORIZONTAL. iNID PUNTED AND ®rm TOP OF ROOTER EXTERIOR_ WALL SHEATHING R SN ROOF SHEATHING NAILING 5. CAUTION STFay"ALL UUSED AVOID T14E RISKPERATW. VIBRATORY COMPACTION[ EQUIPMENT NEAR Z BEAM H/ 5' . AN. EMBED. _ _ EXISTING STRUCTURES 70 AVOID THE RISK OF DAMAGE TO THE STTdIGNRE. S NAILINGPATTERNDETAILPATERNDETAILMASONRY 'Wn V 1, DESIGN, MATERIAL AND Wof;"IANSMIP SMALL BE IN ACCORDANCE WITH THE ACI STANDARD NOTE, EPDXY GRl]1T 9ULlD BE MSTALLEO IN BUTLDIWG CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES ACI 530/ACI 5301 STRICT AECOROAHCE WITH THE MANFACTU2ER5 2- DELLS INDICATED TO BE FILLED SMALL BE GROUTED WITH 3000 pet CONCRETE. (8' TO 10' SLUMP) RECOMMENDATIONS. 3. PROVIDE 25' LAP FOR STEEL a ALL LOCATIONS. 4. ALL CELLS ADJACENT TO CORNERS, END OF SMEAR WALLS AND UNDER CONCENTRATED LOADS MISSED FILLED CELL DETAIL SHALL CONTAIN VERTICAL REINFORCING AND SHALL 13E FILLED WITH CONCRETE. '^ M FC 5. CON-TETE BLOCKS SMALL COWORM TO ASTM C-W (28 DAY STRENGTH 2O00 pei) 0'm 1500 pei), FIBERGLASS FIBERGLASS LAID IN RIMMING BOND. UJ [ ! SMNGLES OVER SMNGLES OVER 77 FELT OVER ,5/ IELT OVER 7/16- O.S.B. 6 RT' BALL BE TYPE N C g 7 ,6. O.S.R. 1. ALL RE -BARS SHALL E E GRADE 40 UNLESS UXO. C 3 WOW TRUSSES STAFFED UJl.l00 O f i R- 19 RNSiA_ WOW AS SHIOWN ON TRUSS { NthSHOWN LAYOUT ON TRUSSLAYOUT L ALL BLOOD FRAmr4G AND F'RE-ENO MEERED WOODTRTSSES SMALL BE DE6r*ED, DETAILED, AND R-19IN1X2P.T. OVER ,XB CDR IEtl 2' DRYWALL IXZ P.T. OVER ,X8 OR CONT. ALUM. FASCIA FABRICATED W ACCORDANCE WTHN THE F'ROGEDURES ANDHZECAfIRE1NiT8 OUTLINED W THE LATEST / 4CDR OVER2%8 OVER 2X6 SUBFKSOA EDITION OF THE NATIONAL DE5IG N 5PECFICATIONS FOR WOOD CONSTFUCT'IOK *! USFASOA W _ #! DRYWALL CONT ALUM. / DGR 0IXXY21YFURRING VENTED " FIT 2. THE WOOD TRU56ES SMALL BE 5NZW AND DETAILED TO FIT THE DR_ETLSIONS AND LOADS IND -ATED. F AN • A' STRAP IS W-PLACED b•ER IX2 NR,BNG VENTED SOFFIT OVER R-5 INSUL ALL DESIGN SMALL BE W ACCOFRDANCE WTH ALLOWABLE VALUES AND SECTION PROPERTIES, O t OR FORISiCITn31AFTERTHEOVERR-5 INSULATION LINTEL BLOCK ASSIGNED AND APPROVED BY THE BUILDWG CODE. DESIGN CALCULATIONS SIGNIED AND 5EALED BY ! FOt18Hd' OF THE LIMA. CAM 1 COURSE LINTEL W/ WIT / 5 BAR A LK1949M PROFESSIONAL ENGINEER ARE TO BE SUEPIHTTED TO 7}E ENGBIIEER FOR APPROVAL - AT TOP OF CND HALL THEN A 1400DPRE-ERUEf. 1 05 BAR O TOP WINDOW UNIT PRECAST 04 N / 5 AM LINTEL AS Q 7{i3 M000 TIIFI. / (t) /5 WHEN 6 FT OR GREATER 3. PEid FRENT BRH THE TRUSS SPERPENDICULAR _ TTHESPAN OF TFE TRLWAL SHALL BE FRONDED THAT SN N M96CANff5TIB571NTEDLINTELSCRH3:N REQUIRED BY THE TR155 tN.ANtFAGTURL'R TRUSSMANIFAGT'URER SMALL PROVIDESTATEMENT THAT 7 FOR EACH MtSSEO ' A' STRAP (TYP. UDN) MASONRY FINISH PRE1;A5 BOTTOM CHIORD OF ROOFTRUSSES ARE BRACED DURING UPLIFT CONDITIOK j PLAS IE 20 R T USS 3-, //r CQiG ?OZ 3-1 //2Z CONC. STAB T,, FOLL5E w1rzF EACH ATTACHED STRAP FTASF, N6 FOR T1a155 W/ FLESH OVER - I OVER GAI BLOCK W FIBERMESH i F0.LU•L1GTHEATTACFEDTABLEA)$T W 1/5 BAR O / TO 9T OIL 6 MC VAPOR BARTBER S(IOWN LOCAnO4 OVER 8 WL. vAPOR MASONRY OVER 4. FOR STii17C7URA1 LIMBER PROVIDE THE FOLLOUANK GRADE AND DIES ALCORORG 70 THE iPLIFT 9N]I.N Fla]M OVER TREATED BARRIER OVER SOUTHERN PPE SURFACES DRYUSED A7 MMAX M. G GRADE HOZ OR SPRUCE PPE FIR [ /' THE TR IF- 6 MANFACnRER INSTALL ALL • COMPACTED FILL Cut/ ON FLOOR PLAN TREATED .CMU CMU BLOCK W )JS BAR X *a TAPCONS WITH I- I/z' MN. EMBED. ` a COMPACTED FILL ( O 910YM LOCI ONS SOUTH GRADE NO2 i{l ON iL00tt PLAN5. PROVIDE GALVANIZED METAL HNAt•UER G AND FRAMING dMCHNORB OF SHE SIZE AND TYPE O ;< RECOMMENDED BY THEMANUFACTURERFOREACHUSEINCLUDINGREGONFENDEDNAILS. (FILIGHES LL CONNECTORS OR EQUIVALENT) 3tI GRADE LINTEL BEAMW 0) •5 CONT. Cm HALL I - - I . 6. ALL BOLTS USED FOR WOOD CONSTRUCTION SHALL BE A MMMINILH-t OF VZ• DIAMETER AND b' W j J LENGTH ( ASTM: A-301) WITH MIN. 1 1/2' DRAM. WASHER UND. 1. PROVIDE FRAMING MEMBERS OF SIZES AND OF SPACINGS S40M OR F NOT 6 4OMK COMPLY IUTH ...s 9M>TT N 2 / 5 BARS 2 / 5 BARS LIMITING STUD HEIGMTS CHART. DO NOT SPLICE STRUCTURAL ME"MRr BEMEENN 5UPPORT5. ATTACH TAPCI1H15 WALL SECTION ® WINDOW s. ANCHOR AND NAILING A5 5WOU.NL AND TO COMPLY IUTH THE REGOM ME1'ED NAILWs E FROM EVERT- EIME R HOLE A WALL SECTION - CMU 4W -CMU: ONE STORY THE STANDARD BUILDING CODE, LATEST EDITION. ONE STORY 3 ROOF 6HEATHWC- 1/16. 05B OR V2' CDX °•'s°F°'e'' NOTE TASCON5 SKID BE INSTALLED SEE ORAIIEIGS FOR MAILING PATTERNS. aWtl s00F w IN STRCT ACCU20MCE WITH THE KAhUF^LT"' AT MONOLITHIC WALL sTt VERIFICATION OF FIELDCONDITIONS91H8BtSECTIONS & DETAILS L CG RE AIR OR 5H°LL '( ALL FIELD COMDITIONSC4N AND c, AND AT FRE MISSED `A` STRAP DETAIL 71 AI'E CONS, SINSL BE CA ACTUAL FIELD CONTECr$S AND DATA PRE w M S sT1cHH cOHDtT1ONls SMALL BE CALLED TO TFE ARCHRTEcrs ATTENTION AND `S, jj HAM FERHISPHBTq)GTIGNS. 2: FOR ANCHOR BOLTS USE H,IGHES OR ECIUIVALBNT (A-36 OR A-301 STEEL) 3. pf;a D 2X4BLOCKING ON ALL SIDES OF THE RIDGE VENTS UIITH Od NAILS AT 4' aER Of. IA.FT • OF NR56 MHL IOd RAILS LOCATION f01 6 ff 3/E' FRDt TfaEfi STRAPS TO PENT. 7APCONS TO Cti! MWIFACTL)^afR 15if4' SOIO EACH STRAP) 1FlCH STRAP) I 1 4 13Z-t4G0 l 4 SHEAR STRENGTH ANCHOR ANCHOR LIGHTWEIGHT aA. E fBEpMENT HOLLOM SOCK t/{' t075 LBS. PRODUCT EMBED t0. MN. EA(.E ALLOWABLE ALLOWABLE DEPTH DISTANCE PULLOUT SHEAR GRUNTED 2.5- i/2' 1.5" 761 LBS. 1765 185. RAWL-BOLT MASONRYRAWL-BOLT CONCRETE }- 1831 LBS. 2537 1B5. IN 0 DIE HESE REQUVRE ENTS APPLY WHEN DOW DOOR MANIFACTURERS FASTENING ETNOD IS HOT SPECIFIED. L) NAIL V )09 DIA OR HEAVER POILER NAILS W O/C AND 3• MAY, FROM ENDS TYP. UT" r MN. E'®EDMENT INTO BLOCK 2J ALSO ADD 3AW DIA SELF TAPPING CONG. A 4CWORS TI4R) I&AX WV DOOR FRAME EIGHT ea) INCHES FRONT ENDS MAX AND FORTY (AV) NCHES MAX ON CENTER WITH r MIN. EMBEDMENT INTO BLOCK ATTACH WNDOW TO BUCK WTW 90SCREWSMAX8" OIC AND MAX 8' O/C FROM ENDS. T 2x BUCKS FOR WINDOWS AND DOORS ALTERNATE) U INSTALL 3/16' DIAMETER SELF TAPPING CONC, ANCHORS OGMT (8) INCHES MAX FROM ENDS AND 24' ON CENTER MAX WRH r MIN. EMBED. INTO BLOCK FASTEN WINDOW DOOR TO PT BUCKS WITH-0 SCREWS 8' O/C MAX ANDMAX8• FROM ENDS WITH 1' MTK EMBED. INTO BUCK TYPICAL BLOCK OPENING DETAIL FOR PT BUCK FASTSNHG AND 35 PSF RATING) BLOC-KNG REQUIRED: PROVIDE 2X4 BLOCKING IN THE FIRST THREE FRAMING SPACES AT 48" O.C. REMAINDER TO BE BLOCKED AT 36" O.C. OR RAT RUN. FASTENING: FASTEN FLOOR SHEATHING TO FRAMING W/ WITH ad COMMONS OR 8d HOT DIPPED GALVANIZED NAILS AT THE FOLLOWING SPACING: 1) Fi" ON CENTER AT ALL PANEL EDGE FRAMING 2) 12" ON CENTER AT ALL INTERMEDIATE FRAMING FLOOR FRAMING A(SHOU)N ® 24" O/C) L BLOCKING ® 48" O/C MAX. IN FIRST THREE FRAMING SPACES 4 96" O.G. THEREFORE FLOOR BRAGING AT ENDWALLS BXB1 iCm (TTPI P.T. D* W/ VP DIAM. •.r BOLTS 4 nW* BEARN3 I I r 4B'IM4X Vb' MILB'1BED. (TYPJ L-f'T, 2X4 RUB? OAKILEDL5 P.T. IXb W VY DW'L ".P BOLTS a 4W MAX. W 6' RGEED. (TYPJ— DETAIL: TYPICAL JAMB FASTENING OVERHEAD GARAGE DOOR HANUFACTUtER GABLE TRUSS SIMPSON A33 a 3'-0' O.C. 7/I6' OS8 OR 1/2' CDX 2x4 SPRUCE OR BETTER LATERAL BRACES a 4'-O' STRAP TTPE 'D' O. C. ATTACH (2, l6d TOENAILS (.4W O C. ) 10d NAILS e 4' a C. IOd NAILS a 4' O.C. 2x4 DRYWALL NAILER TOP PLATE2x4TOPPLATE TL TYPICAL GABLE ATTACHMENT TO WOOD FRAMING END WALL 2x4 BLOCKING e 48' O. C. 2x4 LESL[ER TO MATCH BOTTOM BRACE CHORD SLOPE OF Srr6OR TRIES ATTTACHEDY/ ATTACH TO was HITH CU75TERS NAILS OF ( 2) K)d NAILS - a 4 4' 0. C. TYP. GABLE TRUSS WEB B SECTION DOUBLE_ L' BRACE DETAIL SHEATHING 2x4 SPRUCE OR BETTER LATERAL BRACES a 4'-0' O. C. ATTACH C2) 16d TOENAILS 10d NAILS a 4' 0. C. 2. 6 P.T. SILL VDOUBLE LINTEL a GABLE END W/ CI> NS IN EACH COURSE NS WERT. BAR SEE PLAN FOR LOCATION) TYPICAL GABLE ATTACHMENT TO CONCRETE END WALL NOTE: THIS INSTALLATION IS IN ADDITION TO BRACING REQUIREMENTS OF TRUSS MANUFACTURER V BRACNG RE-OLIFEIVIENTSSno SPACI S NO L- BRACE 1) 2x4 LBRA ' CE p 2c4 tBRACE 02fiL" BRACE IS• p'-0" - 4'-5' 4'-5" - 8'-0' 8'-0' - IM-5" II'-0' - IS'-S" 24- IJ"-0" - 4'-0' W-O" - 6'-I0" 6'-IO' - 8'-I0" W-IT` - R'$" NOTE, L' BRACE MISTEMENDAT LEAST 9M OF WEB LENCi(T 2x4 LEDGER TO MATCH EDT OM U CHORD SLOPE OF9-1`f6OR TRIES ATTACHTO tk8 WITH CLUSTHZi 2x4 BLOCKING a 48' [I C. OF WIOU NAILS L' BRAKE ATTACHED V/ 10d NAILS e 4' 0. C. TYPICAL sECTIaN SINGLE -L- BRACE DETAIL GABLE TRUSS WEB GABLE END BRACING DETAL WIND SFEED CO MPH. MEAN WALL HEiFi(T IP TO 30'-0" ROOF SHEATHING OVER TM SEE NAILING ZONES) BACK NAIL UV( 2) ibd NAILS L" BRACE TO EXTEND AT LEAST W% OF WEB LENGTH (SEE TABLE) 2x4 PANEL BLOCK N6 a 48' OC. FOR THE C41 ROWS OF TRUSSES FROM EA END TYPICAL ATTACHED W/ (2) Ibd TOENAILS GYPSUM WALL BOAT 2x8 P.T, LE Ii I I T/ Ib' OSB OR V)" CDX I 2.4 DIAL. BRACE s 48" O.C. I W/ (4) Wd NAILS a EA END FIRST TWO BAYS I I I GABLE TRUSS I 10d NAILS • 4" OC DOUBLE LINTEL s GABLE END W/ (1) 5 IN EACH COURSE V)' X 8• WEDGE ANCHORS 32. 0/'— 1) 9 VERT. BAR SEE FOLDATION PLAN FOR EXACT LOCATION) J J W 0 V Z CV W a 0 W 0 z W W MJ W tQ 0V) _ 1! W s'!a 0 Ise' 0 z;( Q I X3 O, LL. i K 4e.rUFeree pn aeemeW.."+ ear suTam sheet 9 Of: - J W 0 V Z CV W a 0 W 0 z W W MJ W tQ 0V) _ 1! W s'!a 0 Ise' 0 z;( Q I X3 O, LL. i K 4e.rUFeree pn aeemeW.."+ ear suTam sheet 9 Of: -