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149 Bristol Forest Trl - BR04-002572 - SFR
PERMIT ADDRES /qg SUBDIVI CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER Centex Homes 385 Douglas Ave., Ste 2000 Altamonte Springs, FL 32714 407-661-2176 CGC 049689 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SIONQ- - kk e PERMIT # DATE PERMIT DESCRIPTION PERMIT VALUATION'` SQUARE FOOTAGE' 171 cn& City ofSanford' CertificateofOccupancy This is to certify that the building located at 149 Bristol Forest Trail for which permit number 04-2572 was issued has been completed according to the plans and specifications filed in the permit, to wit as New Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: B. Oden Engineering: D. Richards Public Works: J. Crompton Utilities: R. Blake Fire Department: Zoning: Centex Property Owner 02/ 04/05 02/04/05 02/05/05 02/07/05 Q)3- yv Building Official 02/ 17/05 Date CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: New Single Family **** 02 02i05 04-2572 149 Bristol Forest Trl Centex Homes Josh 407-466-3441 by The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, pleasesignoff and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works 0 Fire Zoning Utilities Licensing CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: New Single Family **** 02/02/05 04-2572 149 Bristol Forest Trl Centex Homes Josh 407-466-3441 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering ublic Works' Utilities 0 Fire Zoning DLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) A DATE: PERMIT #: ADDRESS: CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION E t New Single Family 02/ c 04-2572 149 Bristol Forest Trl V CONTRACTOR: Centex Homes u PHONE #: Josh 407-466-3441. The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. OEngineering DFire Public Works ElZoning DLicensing d; CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) x LMBC1001 CITY OF SANFORD Address Misc. Information Inquiry 2/07/05 11:28:34 Loca%ion ID . . . . . . . 248005 Parcel Number . . . . . . 22.19.30.502-0000-0680 Alternate location ID . . Location address . . . . . 149 BRISTOL FOREST TR Primary related party . . Type options, press Enter. S=View detail Opt Description PLANNING & ZONING COMMENT CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES CUSTOMER SERVICE NOTES Free -form information PRESERVE AT LAKE MONROE LOT 68 *************** SW DEV FEE $1700.00 WA DEV FEE $650.00 BP04-2572 PD 7-15-04 SEE REC#7036 3/4"WA METER SET FEE $190.00 PD 7-15-04 REC#7036 F2=Address F3=Exit FS=Special Notes F9=Parcel Notes F12=Cancel FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important: Read the instructions on pages 1.7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use; BUILDING OWNER'S NAME Policy Number CENTEX BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 149 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 68, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: El GPS (Type): W' or NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITYOF SANFORD 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX 86. FIRM INDEXDATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth offlooding) 12117CO035 E 4/17/95 4/17M X WA B10. Indicate the source of the Base Flood Elevation (BFE) data or base Flood depth entered in B9. FIS Profile ® FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVE) 1988 Other (Describe): B12. Is the building located in aCoastal 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. Ifno diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. Ifthe 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 orSection 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 or enclosure) o b) Top of next higher floor o c) Bottom of lowest horizontal structural member (V zones only) o d) Attached garage (top of slab) o e) Lowest elevation of machinery and/orequipment servicing the building (Describe in a Comments area) o f) Lowest adjacent (finished) grade (LAG) 14. 9 ft.(m) N/A , ft.(m) N/A. ft.(m) 14. 5 ft.(m) 14.3 ft.(m) 12.9 ft.(m) o g) Highest adjacent (finished) grade (HAG) 15. 0 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o I) i otai area or aii permanent openings (nooe vents) in w.n u sq. in. (sq, cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certificationcertification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: JAMES J. JILES LICENSE NUMBER: 4997 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 1030 N. ORLANOD AVENUE, SUITE B WINTER PARK FL 32789 SIGNATURE4, ., DATE TELEPHONE 2f3/05 (407) 426-7979 FEMA Form al -31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/orBldg. No.) OR P.O. ROUTE AND BOXNO. Policy Number + 149 BRISTOL FOREST TRAIL CRY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS FLFVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must becompleted. El . Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. Ifno diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) ^in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, K available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community'sfloodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner orowner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E forZone A (without a FEMA-issued or community - issued BFE) orZone AO must sign here. Thestatements in Sections A, B, C, and E are correct to thebest ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS EJ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The localofficial who is authorized by law orordinance to administerthe community'sfloodplain management ordinance can complete Sections A, B, C (or E), and G ofthis Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that hasbeen signed and embossed by alicensed surveyor, engineer, or architect who is authorized by state or local lawto certify elevation information. (Indicate the source anddate of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued orcommunity -issued BFE) or ZoneAO. G3. The following information (Items G4-G9) is provided forcommunity floodplain management purposes. G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: Datum: — G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: LOCALOFFICIAUS NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions N PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 68, 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). FOR THE BENEFIT AND EXCLUSIVE USE OF: 0111 TITLE OF FLORIDA, INC. CSX RAILROAD R WFIDELITYNATIONALTITLEINSURANCECOMPANYOfPENNSYLVANIA DHI MORTGAGE COMPANY, LTD. OLD MAIN LINE TRACK UNPLATTED PER THIS PLAT) 54'23'11" W LOT 68 v^ aNi 6,250 S0. fi, t. n 6.7' l'Pr, o 40.0' 50.00. N W A LOT 6 9 w Z ONE STORY m CONCRETE RESIDENCE OCI< 2 F.F. ELEVATION=14.89' TTVI O OC0 mn Z ti 5.4' IIII INI10Ip I Tza Im 5. LOT 67 CONCRETE: C,'• DRIVEWAY.' i cn i n I Cif pi----- WALK IS N--- p p 2 ON no' UTILITYO EASEMENTI6,00'':,.i I WALK IS 0.2' ON zI S 54'23' 11 " E 50.00' N(AI, 0011oa PI ml 405.55' _ _ S 54'23'11" E 431.07 o mm BRISTOL FOREST TRAILCIGC750' RIGHT-OF-WAY NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE W BEEN FIELD VERIFIED AND ANY LEGEND INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY IF ANY 1" = 30' GRAPHIC SCALE 0 15 30 JJJPI NCENTERLINE60 y / pRIGHT-OF-WAY n 0p O I x NUllm i no FOUND 1/2" IRON ROD AND CAP BUILDING SETBACK LINE LB #6393 (02/2/05) 2. PROPERTY CORNERS SHOWN HEREON WERE — CENTERLINE Q FNO NAIL AND DISC 05) SE1/FOUND ON 02-2-05, UNLESS OTHERWISE — — RIGHT G WAY LINE LB N1/ "IRON OS) SHOWN, 1i1_24 EXISTING ELEVATION SET 1/2" IRON ROD AND CAP 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVL 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. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE OF LOT 68 BEING N35'36'49"E PER PLAT. FIELD DATE:) 09-28-04 (REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ CONCRETE LB LICENSED BUSINESS LS LICENSED SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/w SDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS L 02-02-05 FBC AMERICAN SURVEYING & MAPPING ABOARD 10-11-04 vH CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 r PLAN 5/20/04 Soo 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA FIT 12-12-02 CK8 32789 (407) 426-7979 0 LB #6393 (02/2/05) 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 011U OVERHEAD UTILITY LINE 10 IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE POO POINT ON BOUNDARY I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, R-ORiDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. JOB NO. ASM39682 DRAWN BY: FOR r THE FIRM MES JAY JILES PSM #4997 DATE BUILDING PERMIT UNIT ADDRESSe"' _______ SEC: PAINCER: OWNER NAME: APPLICANT New 1: LAND USE CATEGORY: 001 - Single Faoily Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family Housen Detached - Construction NE--R------------------------------&P----O--U- TYPE DIST SCHEDULE CESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O c/wl unit $ 705.00 ' 1 $)'/ 705~00` ROADS . COLLECTORS NORTH O owl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O owl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O awl unit $1,384.00 1 $ 1»384.00 AMOUNT DUE $ 2,285.00 r STATEMENT ` RECEIVED BY: -_- SIG ATUR -_----- PLEASE PRINT NAME) DATE____ NOTE TO RECEIVING SIGNATORY/APPLICANT, FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT I|1 YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY J-Cl/Y 2-APPLICANT 4-30U;TY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS AREALSO ADVISED THAT ANY A]GnTS OF THE APPLICANT; OR OWNER, TO APPEAL THE CALCULATIONS OF inn 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 THIN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUlLD00 DEPARTMENT 300 HORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR nONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STA'EMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY lUILDING PERMIT******************** 1 Date:Permit oy L 1r Description of work: CONTRUCT CONCRETE BLOCK SING FAMILY DWELLING Historic District: Alw 0 Zoning: t Value of Work: S_ 1%1. •QU 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: # of Water Closets Plumbing Repair — Residential or Commercial y Co OccupancyType: Residentialmmercial Industrial Total Square Footage: 2?— / Construction Type: # of Stories: _ # of Dwelling Units: _L Flood Zone: (FEMA form required for other than X) Parcel#: 22- 19-30-502-0000— 6 62 O (Attach Proof of Ownership& Legal Description) Owners Name & Address: CENTEX HOMES, 385 DOUGLAS AVE., STE . #2000 , ALTAMONTE SPGS . , FL 32714 Phone: 407— 661-217 6 Contractor Name & Address: PATRICK J . KNIGHT/CENTER HOMES ( SAME AS ABOVE) nr t E0011, t ^ 14, k I M s t License Number CIS C049689 407-467- 2643 Address: Mortgage Lender: NA Address: Architect/ Engineer: HURRICANE E,NGINEERING Phone: 407-774-9003 Address: 271 Fax: 407-774-8477 Application is hereby made to obtain a perhut to do rite Wj in a tcated. I certify that no work or installation has commenced prior to the issuance of a permitand that all work will be performed to meet standards of all laws regulating editstruction 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: l 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 qo2ffy the owner of the property of the requirements of Florida Lie Law, FS 713. Signature of Owner/Agent Date Signature ol`Conwa ctor/Agent Date Print Owner/ Agent's Name Signature of Notary -State of Florida Date Owner/Agent is ! Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg:( , t LO Zoning: Initial & Date) Special Conditions PAJ.-KNIGHT Prin 'ontracto / Agent's Name MAY 18 200 Sign a" rc of Notary -State of Florida c Date Contractor/Agent is XX Personally Known to Me or Produced lD Initial & Date) Utilities: FD: Initial & Date) ( initial & Date) Bonded thru ( 800)432-4254: g duooOFloridaNotaryAssn., Inc lunarriunrnrrruu unuurirrwrruuu2 City of Sanford Building Division Submittal Requirements for Residential Building Permit 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). 2. Two (2) complete sets ofconstruction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs, bathroom fixtures, and distances from walls. "The State of Florida requires bathroom compliance with Florida Accessibility Code. C. An elevation of all exterior walls - east, west, north, and south. Finish floor elevation height as per Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections. e. Framing plan for floor joists where conventionally framed_ Plan is to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing, engineered beams for spacing openings to carry and support trusses- 9- Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails- h. Square footage table showing footages: 1. Garages/Carports sq. ft. 2. Porches/Entries — sq_ ft- 3 . Patio(s) sq. ft. 4. Conditioned Structure __ sq. ft. a. Total Gross Area __ sq. ft. H 3. Three (3) sets of completed Florida Energy Code Forms. 4. Soil analysis and/or soil compaction report_ If soils appear to be unstable or if structure is to be built on fill, a report niay be requested by the Building Official or his representative. Other submittal documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b_ Septic tank permit issued by Seminole County Health Dept. C. Arbor permit when trees to be removed from property. Contact the Engineering Dept, for details regarding the arbor ordinance and permit. d. Seminole County Road Impact fee statement. e_ Property ownership verification. f. Driveway permit issued by City Engineering Department. 6_ Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. If electrical, mechanical, or plumbing permits have not been issued. inspections will not be scheduled or made and subcontractors will be subject to penalty under cite ordinances. Date MAY 1 ?o Owncr/Agent Signatur Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 RrAl csTArr '.z GENERAL 2004 WORKING VALUE SUMMARY Value Method: Market S3-SANFORD Parcel Id: 0000-080680 Tax District: WATERFRONT000 Number of Buildings: 0 REDVDST Depreciated Bldg Value: 0 Owner: CENTEX Exemptions: HOMES Depreciated EXFT Value: 0 Land Value (Market): 26,000 Address: 385 DOUGLAS AVE STE 2000 Land Value Ag: 0 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/Market Value: 26,000 Property Address: 149 BRISTOL FOREST TRL SANFORD 32771 Assessed Value (SOH): 26,000 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: 0 Dor: 00-VACANT RESIDENTIAL Taxable Value: 26,000 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: $285 Deed Date Book Page Amount Vacllmp 2003 Taxable Value: $13,680 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 68 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1,000 26,000.00 $26,000 PGS 12 - 15 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax If a homesteaded property your next year's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re web.seminole county_title?PARCEL=22193050200000... 5/18/2004 CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661 -4089 www.centex-oriando.com TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for Jackie Caines or Nan Holmes to sign permit applications and energy calculations for any lots owned by Cented Homes, obtain permits for same and receive Certificates of Occupancy, in my name and license, for the subdivision and lot specified below: SUBDIVISION: PRESERVE AT LAKE MONROE PATRICK J. CGC049689 STATE OF FLORIDA LOT 6 f COUNTY OF SEMINOLE The foregoing inst ument was acknowledged before me this MAY 18 2004 by Patrick J. Knight, Division President of Centex Homes - Orlando). He is personally known to me and did not take an oath. r NOTJkPZY P BL KIMOM" 'Y Cann# DD0299442 Expires 3,2912008 Bonded thru (800)432.4254 f ° c Flonda Notary Assn., Inci...........................................•t This Instrument Prepared By: NAME: Debra A. Riggs -Centex Homes 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Permit No, NOTICE OF COMMENCEMENT SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE MARYANNE MOR5E, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05326 PG 0320 CLERK'S # 20040814QI69 RECORDED 65/a'112M Ila2 13 PH RECORDING FEES 6.104 RECORDED BY L McKinley 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 of Property: LOT 6 , 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 V/ 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 110131 7: 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 iri 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 CBNTBX NORM, 313 DOUGLAS AVENUE SUITE 2000, ALTAMONTB SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEPORB ME THIS MAY 1 8 2004 BY DEBRA A i RIGGS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION hwa 2721 HOLDING CORPORATION, A NEVADA CORPORATION, DSBRA A. RIOGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. 3............I...... ..........•.........uuq CAINES nm#D00252902 FxPiras 1/21/2008 P^nded Bttu (E00)432-4254: N•N.............. Florida NoWry Man.. Inc >: N•••••.••N.N CITY OF SANFORD PERMIT APPLICATION Permit # : C` j" C`) (;L ,..\ Date: Job Address: `"" 6 c \ -1 V ` Tccea —V—cd , Lot #: Description of work: New Single Family Residence Historic District: Zoning: Value of Work: S Permit Type: Building Electrical X 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 Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: I # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Attach Proof of Ownership & Legal Description) Owners Name & Address: CentexHomes 385 Douglas Avenue, Suite 2000 Altamonte Springs FL 32714 Phone: 407-661-2150 Contractor Name & Address: Approved Electric Co of Florida 4874 S. Orange Avenue Orlando Florida 32806 State License Number: EC0002494 Phone & Fax: Fax 407-851-1226 Contact Person: John Findlay Phone: 407-851-1220 Bonding Company: Address: Mortgage Lender:_ Address: Architect/Engineer: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 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 toning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requi Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID FS 'l Agent Date Charles W. Cannon P ' t Contractor/Agent's Name i _'- St—gnature of Notary -State of Florida Mate Contractor/Agent is Personally 66*a tgF(s ?i0r i AaProduced [D APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD Initial & Date) (Initial & Date) (Initial & Date) (Initial &Date ' Special Conditions: CV-11-7 Jvb r Zvn6z!z- Blec cgj F L' !fx`tilCnl; Ncl`f SeTiCC, — i7 ON AMPS Change C-'St— ric'e, pc if y cl!. RestPhImbib-gj lVew Cowtalikerd 1" I Bewcs- Lm. s Cif &,C Lines PjumbllnvNe% Reside"t1j": v of wajd!(tcjasejs NoMbing Repair— Residential or. Con-kkj.,,,-7Cip I C4,rmpmicy Type: Residential Core meicinl ffidus-aial Foumgw: ConarLittion Type: # of Slari'e': V opf D"I'ellLng UaWv: FImA Zone: (FEMA form reqwtued (tI- 4- Cowupctor r-+,Jrne & 'e'ddres-.: nrl %wrnberA0BH—HT-GM -W RMS0 phcme,& Fkl, - "/( i / V'n 46 B0rl di 11 g Co mPP n.-,' Address viorq;zge Lender: Phone: Ad id r " s Application is hereby made to obtain a pcTrFal to do iht vYoTkL,)d insWl,-qions a, issuprict of z Perimit and (Mi all work Mll b-- pc—ifor-nzd to M, etj st;,,jA, Cc,-r;Jfy'th2ino work or 'nStnlllat)C`n has C0FI-lfl)Ch(.Cd PTIOI lo t1jrcjsf,ajj n-g,s role ng cos-Lst-mbon, in this Lt-isdiroon. ! jpdo- --nd Eepa- tfpermitmustbesecured ;or ELECT-1-ICAL iGiq 'HELLS, F 0011L. FURNACE---, BOILERf, HEA-IT-IRS, TfijqV-S, andAiRCONDMONEIRS, etc, FHDAV CE -CPOPROVLM, EllTS TC, -vCq-fR P M,-: E C)li- be f0or,( i:, Izll j)C7.-r6t5 Tct:!! C6btLodl:hm Ice L) eoFi( C": 0 Z004ELLORUSSO" OV 1 0 NAofkwar-Sl J( (j I ci of Flonc,. is t'. Noduced 1D i0N AlTkOVf-A-) L3't' 1,111(ip Id 11; 0) r!. W1 Kno.'-o M., Permit # : _! " 2-5- 72- Job Address: l4 ( i Description of Work: Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION Date: "0 Value of Work: S Permit Type: Building Electrical Mechanical Plumbing V Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets 2- Plumbing Repair — Residential or Commercial Occupancy Type: Residential V 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: t Phone: Contractor Name & Address: fr-1CM a -t4 - i !b $ { ! S r r, %/ Z State License Number: Phone & Fax: Contact Person: e Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer. Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, 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 regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. 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 ofthiscounty, 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 re* Signare Florida Lien Law, F 71 Signature of Owner/Agent Date Contractor/Agent Date aya ,- , , e G,)' 141/ rPrintOwner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Si ta'ture of Notary -State of Florida Date DEBBIE BLANTON MY COMMISSION # DD 188491Owner/Agent is ` Personally Known to Me or Cont to _EK cnartaorProducedIDoduc1800-3-NOIARY L NOtdry 0i APPLICATION APPROVED BY: Bldg( (_ Zq mg: T' (Initial & Date) Special Conditions: Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 68, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA IMPERVIOUS CAI CUI ATIONS O Of ONI Yl ` LOT 68 CONTAINS 6250 SQUARE FEET t (LOT ONLY) THIS STRUCTURE CONTAINS 2381 SQUARE FEET t TOTAL CONCRETE 492 (WITHIN LOT ONLY) SO. FT, t TOTAL SOD 3377 SO, FT. t PERCENT OF CONCRETE & STRUCTURE TO LOT 46% t i wr A tD 1 y BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: CENTEX HOMES T SOIIARF FOOTAr.F (IIP TO CIIRRI LOT 68 UP TO CURB CONTAINS 6800 SQUARE FEET t THIS STRUCTURE CONTAINS 2381 SQUARE FEET t CONCRETE 825 SO. FT. t INCLUDING (SIDEWALK/APRON) TOTAL SOD 3594 SQ. FT, t CSX RAILROAD R/W OLD MAIN LINE TRACK UNPLATTED PER THIS PLAT) 50.00' N 4'2 3'11" W LOT 68 DRAINAGE TYPE A jII JI IJ II M I II vl lY I I VIIY III T.r1 to O Z LOT 69 c, m 0 nz O(c) r C C D VI m H 1" - 30' GRAPHIC SCALE 0 15 30 40.0' v z A w 4000 m LOT 67Ln PROPOSED o 1928-C v 0 o FINISHED FLOOR CO o ELEVATION=14.0 a C n i 2 I 50.00I NNI UW - O I... AIIPI 25.52' ml _ 405.55' - T plmo S4 BRISTOL FOREST TRAIL c0 v 50' RICH i OF WAY U I. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY 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, THE SURVEYOR MAKES NO'GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL I BEARINGS SHOWN HEREON ARE BASED ON I THENORTHWESTERLYLINEOFLOT68BEING N35'36'49"E PER PLAT. FIELD DATE:) SCALE: I - 30 FEET APPROVED BY: SJ I PI N CENTERLINE OF 1 IV II/7 Q RIGHT-OF-WAY n r. CIX I(/) rn LEGEND _ q BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH POB POINT ON BOUNDARY CENTERLINEPCCPOINTOFCOMPOUNDCURVATURE RIGHT OF WAY LINE POC POINT ON CURVE PROPOSED ELEVATION OR CIAL RECORD pD PLAINNED DEVELOPMENT PROPOSED DRAINAGE FLOW A DENOTES DELTA ANGLE L DENOTES ARC LENGTH J CONCRETE C.8. DENOTES CHORD BEARING LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE LS LAND SURVEYOR PI DENOTES POINT OF INTERSECTION FIRMPERMANENT REFERENCE MONUMENT PRC PT DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY PCPPERMANENTCONTROLPOINTTYPTYPICALP) PER PLAT A/C AIR CONDITIONER M) MEASURED CBW CONCRETE BLOCK WALL FNDFOUNDRPRADIUSPOINTC/W CONCRETE WALK CS CONCRETE SLAB S/W SIDEWALK C CHORD LENGTH CPCONCRETEPADS0. FL SQUARE FEET PBR PLAT BOOK RADIUS NG NATURAL GRADE PGS PAGES R/W RICH 1'-OF-WAY 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, JOB N0. ASM39682 PLOT PLAN 5/20/04 SDO DRAWN BY: LOT FIT 12-12-02 CKB AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBb6393 1030 N. ORLANDO AVENUE, SUITE 8 WINTER PARK, FLORIDA 32789 ( 407) 426-7979 FOR THE FIRM GALEN K. BELLI PSM 2 4 DATE FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1928 LMR 0& W Builder: CENTEX HOMES Address: %q / BRISTOL FOREST TRAIL Permitting Office: CITY OF SANFORD City, State: LAKE MONROE, FL Permit Number: C°`! - (A' /") 4.., Owner: CENTEX HOMES Jurisdiction Number: 691500 Climate Zone: Central 1. New construction or existing New _ 12_ Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 37.0 kBtu/hr _ 3. Number of units, if multi -family 1 — SEER: 12.00 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft2) 1928 ft2 c_ N/A 7. Glass area & type a. Clear - single pane 210.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Beat Pump Cap: 37.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.35 d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 198.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=4.1, 1058A ft2 — EF: 0.86 b. Frame, Wood, Adjacent R=11.0, 278.0 ft2 b. N/A c. N/A NIA c. Conservation credits e_ N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1964.0 ft2 _ 15. HVAC credits PT; b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AIL Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 27478 PASSTotalbasepoints: 29112 1 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BI DATE: MAY 18 2004 1, hereby certify that this building, as desi ned, is in compliance with the Florida Ener de. OWNERIAGENT: DATE: MAY 18 2004 Review of the plans and TttE srspecificationscoveredbythis calculation indicates compliance yk3',H with the Florida Energy Code. Before construction is completed 9 d this building will be inspected for compliance with Section 553.908 fl, Florida Statutes. won W BUILDING OFFICIAL: PLANS D DATE: C EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1928.0 25.78 8946.7 Single, Clear S 1.0 6.0 32.0 44.66 0.94 1349.1 Single, Gear W 1.0 9.5 32.0 53.47 0.99 1701.0 Single, Clear S 1.0 4.0 10.0 44.66 0.87 387.8 Single, Clear E 1.0 6.0 32.0 59.31 0.97 1838.6 Single, Clear E 1.0 8.0 40.0 59.31 0.99 2344.3 Single, Clear E 1.0 6.0 32.0 59,31 0.97 1838.6 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 As -Built Total: 210.0 10331.1 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 278.0 0.70 194.6 Concrete, Int Insul, Exterior 4.1 1058.0 1.18 1248.4 Exterior 1058.0 1.90 2010.2 Frame, Wood, Adjacent 11.0 278.0 0.70 194.6 Base Total: 1336.0 2204.8 As -Built Total: 1336.0 1443.0 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Exterior Wood 20.0 7.20 144.0 Exterior 20.0 4.80 96.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1916.0 2.13 4081.1 Under Attic 19.0 1964.0 2.82 X 1.00 5538.5 Base Total: 1916.0 4081.1 As -Built Total: 1964.0 5538.5 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 198.0(p) 31.8 6296.4 Slab -On -Grade Edge Insulation 0.0 198.0(p -31.90 6316.2 Raised 0.0 0.00 0.0 Base Total: 6296.4 As -Built Total: 198.0 6316.2 INFILTRATION Area X BSPM Points Area X SPM = Points 1928.0 14.31 27589.7 1928.0 14.31 27589.7 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 36650.7 Summer As -Built Points: 38773.3 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 38773.3 1 MO 1.087 x 1.150 x 1.00) 0.284 0.950 13084.5 36650.7 0.4266 15635.2 38773.3 1.00 1.250 0.284 0.950 13084.5 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 1928.0 5.86 2033.7 Single, Clear S 1.0 6.0 32.0 7.73 1.01 249.4 Single, Clear W 1.0 9.5 32.0 10.74 1.00 343.5 Single, Clear S 1.0 4.0 10.0 7.73 1.05 81.2 Single, Clear E 1.0 6.0 32.0 9.96 1.01 321.6 Single, Clear E 1.0 8.0 40.0 9.96 1.01 400.7 Single, Clear E 1.0 6.0 32.0 9.96 1.01 321.6 Single, Clear N 1.0 6.0 16.0 12.32 1.00 1967 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 As -Built Total: 210.0 2111.5 WALL TYPES Area X BWPM Points Type ' R-Value Area X WPM = Points Adjacent 278.0 1.80 500.4 Concrete, Int Insul, Exterior 4.1 105&0 3.31 3496.7 Exterior 1058.0 2.00 2116.0 Frame, Wood, Adjacent 11.0 278.0 1.80 500.4 Base Total: 1336.0 2616.4 As -Built Total: 1336.0 3997.1 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Exterior Wood 20.0 7.60 152.0 Exterior 20.0 5.10 102.0 Adjacent Wood 18.0 5.90 106.2 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1916.0 0.64 1226.2 Under Attic 19.0 19640 0.87 X 1.00 1708.7 Base Total: 1916.0 1226.2 As -Built Total: 1964.0 1708.7 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 198.0(p) A.9 376.2 Slab -On -Grade Edge Insulation 0.0 198.0(p 2.50 495.0 Raised 0.0 0.00 0.0 Base Total: 376.2 As -Built Total: 198.0 495.0 INFILTRATION Area X BWPM Points Area X WPM = Points 1928.0 0.28 539.8 1928.0 -0.28 539.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®lFIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 5134.3 Winter As -Built Points: 8030.6 Total Winter X System - Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 8030.6 1.000 1.078 x 1.160 x 1.00) 0.409 0.950 3899.4 5134.3 0.6274 3221.2 8030.6 1.00 1.250 0.409 0.950 3899.4 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®IFIaRES2001 FIRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 15635 3221 10256 29112 1 13085 3899 10495 27478 PASS EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ff. window area; .5 pftpNq.fL door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate: joints between exterior wall panels at 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.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to 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 & tap plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space. tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 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 Seperate readily accessible manual or automatic thermostat for each system. Insulation 604.1. 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FlaRE52001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.4 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8_ Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, int Insul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10_ Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: tlnc. AH: Garage b. N/A New _ 12. Cooling systems Single family _ a. Central Unit 1 4 _ b. N/A Yes _ 1928 R2 c. N/A 210.0 ft2 _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 111. _ 0.0 ft2 b. N/A R=0.0, 198.0(p) ft c. N/A 14. Hot water systems a. Electric Resistance R=4.1, 1058.0 ft2 _ R=l 1.0, 278.0 ft2 b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 1964.0 112 _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6A, 1.0 ft _ RB-Attic radiant barrier, 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) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. MAY 1 zoos Builder Signature: Date: Address of New Horne: I BRISTOL FOREST TR. City/FLzip: LAKE NONROE/32747 Cap: 37.0 kBtu/hr _ SEER: 12.00 Cap: 37.0 kBtu/hr _ HSPF: 8.35 Cap: 50.0 gallons EF. 0.86 PT, NOTE: The home's estimated energy performance score is only available through the FL 41R.ES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStarr" *designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at wwwfsec.ucf edufor information and a list ofcertified Raters. For information about Florida's Energy Efciency Code For Building Construction, contact the Department ofCommunity Affairs at 850/487-1824_ EnergyGauge® (Version: FLRCSB v3.2) 03/26/2003 10:21 DEL AIR 4 4076614089 N0.347 D014 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job; 1928 094"2 log COMMERCE STPY-ET. LAKE 4ARY. n 3274"2W Ptae- (4" 831-U" Pro4ect Information Far. CENTEX HOMES Notes* Lalaw gg • Weather. Orlando —AP, FL. US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range Relative humidity M 50 Moisture difference 43 grAb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 32761 Btuh Structure 24036 Btuh Ventilation air 0 cfm Ventilation 990 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 32751 Stuh Use mfg. data n RaWvMng multiplier 0.98 Infiltration Total sens, equip. load 24525 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1380 Btuh Ventilation 1474 Btuh Heating Cooling Infiltration 3032 Btuh Area (ft2) 1928 1928 Total latent equip. load 5887 Btuh Volume (ft3) 15424 15424 Air changes/hour 0.80 0.40 Total equipment load 30412 Btuh Equiv. AVF (cfm) 206 103 Req. total capacity at 0.70% SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make TRANE Make TRANE Trade Trade Efficiency 7.7 HSPF Efficiency 12.1 EER Heating input Sensible cooling 24780 Btuh Heating output 0 Btuh @ 47OF Latent cooling 10620 Btuh Heating temp rise 0 OF Total cooling 36400 Btuh Actual heating fan 1200 cllm Actual cooling fan 1200 cfm Heating air flow factor 0.037 cfirlBtuh Cooling air flow factor 0.050 cfm/Btuh Space thermostat Load sensible heat ratio 81 eorae:rKe.e,.,war.r Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wng htsoft Pj*-StAc R* 1"' &&06 sr =13 2003.Ma.-26 o-11 oe E1C•rdac?Q2\1928119QS ar pace I 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 P015 RIGHT-J CALCULATION PROCEDURES A, B, C, D Enfire House DEL AIR HEATING,AIR CONDITIONING,R Job.-1928 09-0042 100 COMMERCE SMWf. LAKE MARY. RL 32746-UN Wars: (407) 831-2M Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15424 ft3 x 0.0167 = 206 cfm 2. Winter infiltration load 1.1 x206 cfm x 32 'F Winter TD = 7239 Btuh 3. Winter infiltration HTM 7239 Btuh ! 248 ft2 Total window = 29.2 Btuh/W and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15424 ft° x 0.0167 = 103 cfrn 2. Summer infiltration load 1.1 x103 cfm x 18 OF SummerTD = 2036 Btuh 3. Summer infiltration HTM 2036 Btuh / 248 it2 Total window = 8.2 Btuh/W and door area Procedure C - Latent Infiltration Gain 0.68 x43 grAb moistdiff_ x 103 cfm = 3032 Btuh rroceaure u - tqulpment 5tzing LOWS 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent x 18 OF Summer TD = 990 Btuh Sensible bad for structure (Line 19) + 24036 Btuh Sum of ventilation and structure loads - 25026 Etch Rating and temperature swing multiplier x 0.98 Equipment siting load - sensble = 24525 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 c n vent x 43 grAb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 6 people + 1380 Stuh Infiltration load from Procedure C + 3032 Stuh Equipment sizing load - latent = 5887 Btuh Construction Quality is: a No. of Fireplaces is: 0 BoUla& vak cs haft Aea1 n 40WAy nvefv0a n Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wrlg h j:FS ft . R#t-suroe ReddwtW- 5406. RSR26013 200SUar is 09_11A ACM F-inMdV%rdw 2002U82811s21Uw RaOe 1 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 P016 RIGHT-J WORKSHEET6EntireHouse DEL AIR HEATINGAIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 527464206 Phone: (407) 831.2885 Job:1928 09.4"2 MANUALJ: 7th Ed. 1 Name of room Entice House FOYA.NIDIN BR4 KIT 2 Length 0f end wad 198.0 ft 42A ft 30.0 It 11.0 ft 3 Room dune"O s 19.0 x 20.0 A 13.0 x 14.0 ft 19.0 x 11.0 ft 4 Cedngs Oondlt Option 8.0 ft heaWCool d 8.0 fil hawcw 8.0 8 heatk*ol 8.0 al tw2ftool TYPE OF 0 1-1M Area load (61uh) Area Load (Bah) Area toad 01C) Aces Load (Bah) EXPOSURE N01 f I Clg M 11tg I CIg OF) Ht9 I Cig ft') Htg I C19 M N(y I Clg 5 GrMs a 14B 4A 2.1 1288 208 240 88 Exposed b 12C 2.0 1.9 0 0 0 0 walls and C 13C 32 12 290 128 0 0 partitions d 0.0 0.0 o 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0 VAndows and a 1C 37.0 170 6283 32 1183 32 1183 10 370 glass doors b 80 37.0 40 1478 0 0 0 0 0 0 Heating c 9C 88.7 0 0 0 0 0 0 O 0 d 1C 37.0 0 0 0 0 0 0 0 0 e 7L 20.8 O 0 0 0 0 0 0 0"' f 0.0 0 0 a 0 0 0-- 0 0"' 7 Window3 and North 20.4 18 363 4 82 0 0 2 43 glassdoors NEJNW 39A 04 2522 0 0 32 1281 0 0 Goofing EJW 0.0 0- 0 0 0 0 0 0 0 SEISW 47.4 128 0077 26 1326 0 0 8 374 South 0.0 0- 0 0 0 0 0 0 0 Hoe 0.0 0- 0 0 0 0 Q 0 0 81 Other doom a tOD 14.7 9.9 20 294 189 20 294 199 0 0 0 0 0 0 b 100 14.7 18 205 179 0 0 110 0 o a 0 0 C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.0 2.1 1o58 4875 2179 156 719 321 208 958 428 78 359 161 eked b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and a 13C 3.2 1.2 278 876 325 M 403 150 0 0 0 0 0 0 pambons d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceriings a 16D 1.7 2.2 1964 3331 4372 428 725 963 182 309 405 209 354 465 b 0.0 0.0 0 O 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 C 0.0 0.0 0 0 0 0 0 0 0 Q 0 0 0 0 f 0.0 O .O 0 0 0 O 0 0 0 0 0 0 0 0 11 Floors a 22A 2S.9 0.0 198 5132 0 42 1069 0 30 T78 0 11 285 0 Note: room b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perkneter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Is (W, d 0.0 0.0 0 O 0 0 0 0 0 0 0 0 0 0 for slab 9 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Soon) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 InffikaGon a 29.2 0.2 2481 7239 WW 52 15181 4271 32 034 283 10 292 82 13 Subtotal loss=6*8. •11-t2 29774 5932 4162 1661 L*n exteml heating 0 0 0 0 L9ss transfer 0 0 0 Q Heatlog redistribution o 0 0 0 14 Duet 1033 101A 2977 10 OA 593 10 416 101A 166 15 TOM Ions= 13+14 32761 W25 4578 1827 16 InL gains People 0 300 6 1800 1 300 0 0 0 0 AQ 1200 2 1800 I 0 0 0 1 1200 17 Sublot RSH gain=78. *12•16 218$1 3757 2357 2325 Less erdemsl odor ng O 0 0 0 lass transfer 0 0 0 0 Cooling redcsbibu8on 0 0 0 0 18 Duct 10 #A 2105 10 376 10 236 109A 233 19 Total1 i gain=(17-18)'PtF 1.00 24036 1.00 4133 1.00 2593 1A0 2558 20 Airrequf wl (chin) 1200 1200 239 208 168 129 67 128 Printout certified by ACCA to meet all requirements c f Manual J 7th Ed. wr1g1'1>'o Ft R*d-Su'k Re0*nfdTM 5SA6 RSiZ26013 2003JV N-28 01K I d8 165, eWWdl .V.2002H9281192 Ar 03/26/2003 10:21 DEL AIR 4 4076614089 N8.347 P017 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job' 1928 09-06-02 109 COMMERCE STREET. LAKE MARY. FL 3274"ZW Phone: (oaf) 831-2665 MANUAL J: 7th Ed. 1 Name of roan GREATRM WIC MBR STM 2 Length ofexposed wa1 34.0 R 0.0 ft 35.0 ft 0A ft 3 Room danensions 19.0 x 16.0 ft a0 x 9.0 It 15.0 x 14.0 R 6.0 x 11.0 ft 4 Ceilms Condit Option 8.0 ftI heafkod 8.0 ftj haatrcool 6.0 ft heat/ood 8,0911treallood TYPE Of CST HIM Area Load (Bt<,h) Area I Load (Bich) Area Load (BOA) Arta load (Bbin) EXPOSURE NO. Htg Clg 1t') Htg cig n Htg C19 Ri I cig 5 Gross a 14B 4.6 2.1 272 0 280Exposedb12C2.9 1.9 0 0 a walls c 13C 3.2 1.2 0 0 0 0 partitions d 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 Windows and a IC 37.0 32 1183 0 0 32 1163 0 0 glass doors b Sc 37.0 40 1478 0 0 0 0 0 0 Heating c 9c 38.7 0 0 0 0 0 0 0 0 d 1C 37.0 0 0 0 0 0 0 0 0 e 7L 20.8 0 0 a 0 0 0 0 0 0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 8 1 S6 0 0 4 82 0 0 glass doors NENW 39A 0 0 0 0 0 0 0 0 Cooling EIW 0.0 0 0 0 0 0 0 0 0 SE/SW 47A 64 3051 0 0 28 1326 0 Q South 0.0 0" 0 0 0 0 0 0 Horz 0.0 0 a 0 0 0 0 0 0 8 Other doors a 101) 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b I 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c a.o oo 0 0 0 o Q o 0 0 0 0 0 0 9 Net a 140 4.6 2-1 200 922 412 0 0 0 244 1t43 511 0 0 0 exposed b 12C 2.9 1.2 0 0 0 0 0 0 0 0 0 0 a 0 walls and c 13C 12 1.2 0 0 0 a 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 Q 0 0 a 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 a 0 a 10 Ceilings a 160 1.7 22 304 516 6T7 72 122 1a0 210 356 467 06 112 147 b 0.0 0.0 0 0 0 0 0 a 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 a d 0.0 0.0 0 0 0 a a 0 0 0 0 Q 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 25.0 0.0 34 881 0 0 0 0 35 907 0 0 0 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 Q 0 0 0 0 0 0 0 0 0 Q 0 is 61W. d 0.0 0.0 0 0 0 0 0 0 0 0 a 0 0 0 for stab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 a 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 a 0 0 0 0 12 lyditration a 29.2 8.2 721 2102 591 0 01 0 32 934 263 0 01 0 13 Subtote km--6+8_+t1+12 7081 122 45M 112 Lem mdprnal Mating 0 0 0 0 Less iraAsfer 0 p 0 0 Heating redistribudon 0 a 0 0 14 Duct IM 10 708 10 12 10 452 104A 11 15 Total loss =13.14 7789 134 4975 123 16 Int gains' People Q 300 4 1200 0 0 1 300 0 0 1200 0- 0 0 0 0 0 0 "" 0 17 SubtotRSHgair 278_.+0t2+16 6006 160 29f9 147 Less cA mal cooling 0 0 0 0 Less transfer 0 0 0 0 CAoGn9 redistribution p 0 p a i8 t9 Drxtgain Total RSH galr(17•t8)'PtF to 1.00 e09 66A6 10 1.00 16 176 10 1.00 295 32" 10 1.OQ w 15 16a20Airrequited (dh+) Za5 334 S a -L 182 142 6 e Ptintoul certified by ACCA to meet all requirements of Manual J 7th Ed. wa-irgl-.tsaft Knh"uae Reeld9ftd1 `S.S.06 RSR28013 2WS-Marv2609r.11:06 F-V0asX0m mr20021192811W WPage 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 9019 RIGHT-i WINDOW DATA 01 DEL AIR HEATING,AIR CONDITIONINGA Job:1928 094)&e2 109 COMMERCE STREET, LAKE MARY. FL 32748.8206 Phones (407) 831-2M W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L 2 E M D G 2 L O X Y T M R R FOY/LIVIDIN a n sw a C n 0 d 1 1 90 1.0 1.0 1.0 6.0 47.4 32.0 4.0 BR4 a n nw a C n 0 d 1 1 90 1.0 1.0 4.5 5.0 39.4 32.0 0.0 KIT a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 3.0 47A 10.0 2.1 GREAT RM a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47A 32.0 4.0 b n se a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 40.0 3.6 WIC T All a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 32.0 4.0 BTH1 BR2 a n ne a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39A 16.0 0.0 BTH2 BR3 a n ne a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 LNDRY Wnghtsoft fttj ft Resi udid"' S5.a8 ksR26o1a 140Gp E1FieSvcatnczon2,92st1sQe.Rr pays, 03/26/2003 10:21 DEL AIR 4 4076614089 NO.347 0018 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDMONING,R Job;1928 09-06-02 1o9 COMMERCE STREET. LACE MARY. FL 327464206 PData: On 831-2665 rW1NllA1. J: 741 Ed. 1 Name ofrows 8122 STH2 BR3 LNDRY 2 Lengthofexposed wall 13.0 R 0.0 ft 25.0 ft 7.0 ft 3 Room dimensions 15.0 x 13.0 ft 6.0 x 0.0 ft 15.0 x 12.0 ft 7.0 x 10.0 e 4 Ceiings Condd.Option 8.0 ftl twaflcool 8.0 ftl twaticool 110 Rl heat/cool 8.0 R t"vcod TYPE OF CST HTM Area Load (BWh) Area Load (Bwh) Area Load (Bt ih) Area toed (Bluh) EXPOSURE NO. Htg I Clg AM fllg C19 Hl9 I Clg W) HJ Clg fn Hlg I C19 5 Gloss a 148 4.8 2.1 104 0 96 0 D 12C 2.9 1.2 0 0 0 walls and c 13C 3.2 1.2 0 0 112 58 partitions d 0.0 0.0 0 0 0 w' 0 e 0 0.0 0 0 0 a f 0.0 0.0 0 O 0 0 6 Windows and a 1C 37.0 16 591 0 0 le 591 O 0 assgldoors b 8C 37.0 0 O 0 O 0 0- 0 0 Heating c 9' 38.7 0 O 0 0 0 O- 0 0 d 1C 37.00 0 0 0 0 0 0 0 e 7L 20.6 0 a 0 0 0 0 0 0 f 0.0 0 0 0 0 0 a- 0 0 T Mfindowe and North 20.4 O 0 0 0 O 0 0 0 9tess doomNE/NW 39.4 16 A0 0- a 16 830 0 0 Goofing ENV 0.0 0- 0 0- 0 0 a 0 0 SEGIN 47.4 0- 0 0 0 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Ho z 0.0 0 0 0 0 0 0 0 0 8 00*r doom a 10D 14.7 9.0 0 0 0 0 0 0 0 0 0 0 0 0 D IUD 14.7 9.9 0 0 0 0 0 0 0 0 O 18 285 179 C O.0 0.0 0 0 0 0 0 a 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 88 406 181 0 a 0 80 369 165 0 0 0 exposed b 12C 2.9 1.9 0 a 0 0 0 0 0 0 0 0 0 0 waft and c 13C 3-2 1-2 0 O 0 0 a 0 112 353 131 38 120 44 penitioas d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 a 0 0 0 0 0 0 0 0 0 10 Ceirelps a 18D 1.7 2.2 195 331 434 48 81 107 180 305 401 70 119 156 b 0.0 0.0 0 0 0 0 0 0 0 0 a 0 0 0 C 0.0 0.0 0 a a 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 O 0 0 0 e 0_0 0.0 0 0 0 0 a 0 a 0 0 0 0 0 f 0.0 0.0 0 a 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 13 337 0 0 0 0 26 674 0 7 181 0 NOfe= nmom 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 O 0 0 0 0 0 is di* 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 doors) f 0.0 0.0 0 0 0 0 0 0 0 0 O 0 0 0 12 Infittrallon a 1 292 82 18 467 131 0 a 0 161 467 131 118 525 148 13 SubtolalI==G+8_+11+12 2132 61 2750 1210 Lets & dmnal heating 0 0 0 0 Less bander a 0 0 0 Heating re -Zibulion a 0 0 0 14 DuCtloss 10 213 101 6 101A 276 101A 121 15 Tatar loss =13+14 2345 90 3035 1331 16 Int. gains_ People Q 300 0- 0 0 0 0 a 0 0 Appl. ® 1200 0- 0 0- 0 0 0 1 6W 17 Subm RSH gain=746_+12+18 13T7 107 1458 1127 Less external coding 0 0 0 O Lou VanderO a a 0 Cooling redr6blbution 0 0 0 a 18 Duct n 10 138 10 11 10 140 10 113 t9 TOtal RSH gain=(17+18)'PLF 1.00 1315 1.00 118 1.00 1604 1.00 1240 20 Air required (Crm) 86 76 3 8 111 80 491 62 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. a wr,tgt tsofir P4*S ftReAdenW-&&08RSR2801s 200SMah28mil:08 AOM EAned CenW 20021192811928jW Page 3 L PwL1.K. 7..... r O I S., CA qtFF1 SKIN) f tNTvlutourt srAts Ion t{ wb[ oonl REVSfONS A".&Zc no ) REV. NO.1 ZONE: I DATE: ECN NO. APPVD: DESCRIPTION iI orna•a 230 Cuss 00 A t 1 82 1 I1/00 — wWW I OTr (1) WAS (2) FOR TRACK BOLT 1 a' ulRryTuc t{ Ar•ANLCitcfr<igN i-Y MOwtOxt 4 TUCK swooM M I 20 G WN. CND MIS ATTACKO i0 DOOR D00R WSTAljjll (r0 StA() SA7N nM IATVM roa.L-LDC STaiLr 7O, BOTTOM • CtMIG). C vAv 9' Ia 7) G rxv. sr {Iupr Afr9BD WOW000 440 . r1M I f S/1{'•1-b/{T.qMOOD t40 sCALIi I LISTED 1"cA.19x = " LQU AS max« t D I 1 . j t, WN, IRACK IwfJUfssl .010' 1 I wiaMf°t ittxw vr. KNOW OCA' oc, Tara, aAan. rR.rx IrAbIGT r I soc. ry u.r TDp {RADA f REPORT#9606C I C VATT iIM w,L rr0 U-t{W r' I ON {OrrDl feC710N, I i- :, sC° cr1a.Ac)°K NON It..b/{• sxKir MArI {Crt>/{ I r jpA 0/rl0rwl OVtM KM tax IOW" Pont DOOR "1I - 11'-0' °SLF° 116n .,.,'r Koff 1' rIIONT /I1AIr['g7I u.Y. 1 mom. 1 0.. YW. pppppp11 yyI1 TO 7'-p' "W CONS ytO/ i) CttON{ ISMDYm). fwmf ON CUM" SWWLT rA°a 4QhtLD' lM $at" WY K Ch/n nOr rOULO••Mr BY DOOR MS7AA12A (TO SUR) DOOSSOVC117'.O 09" coos G ( SLGTONS (Aaf LDWI). Wr NOT KOW D) to Ono.C[ A /WfN YOIMIMO g UW4, N. t;ONTAL +We6 DO 001 TRIWM 604, T'ML1+11 20 G t{K r/K;V. SIIIL 00 Sr" 2• TM:% 1 f/{ Aa k I" s9tlOC1WIi 30 G "V. fim MifA. sML V 8 NOWeD wtoc ! sM1Vw ._• 1 G DKv arts rRAar J rAo m l mT,m to wooD AC. f :e G Wr Srca art acrArKD Iw((v MAN N(AD scar wrifl pR s/In1-a/r k fCAC. i. fKNI OMT[D wIM O-•0 MIN. i;. scam mm um t/" L,,gLit ( C.to ptw ISAC+t gyp, CONS 1LVAw2W0, 6Wt0-ON MY/a. IFt1000 r11 wN. COM01[7[) G 7r,errp WC. 91"1i ON 17-I/2' COco" (1000 Af1LN WLv 1Y e;7tlttUw fNG)CTO CGTALI(O YO SDM ON, Win" TRAM y wpD rAdr/ IC'L-13sCnCWS'4Dp0/ S11IK SKW. OLLtA °MUCKCT, GP/I ON[ LW WG ON KDS[ COUM RiW,x 13G"V. rXVRRC TUCKa i0.,O WYC KI ifO,G1 /'- WLA L[TKCJ7 {IL,cKaA7TAwrsr/(.) TtAa fw{ orooa. (wr Mar)t . nusM j ANDCMIQ YLT LKOtIIOIaCDMM ,wltt DO Nor rj}N pITC •.US OOLraNV () 1 •4L7 . K YAtrS Mil pD wMDL W IN JOMIL ! OR NO 1/4• OK wAn 1t OUISIDS Itt' rt0 wv101L CNOL Y Ow SHORT srw, 10 & L SUL A&A" I G C, . SIM CNO sw o..S,ODOG IAA% wt rl7rco. WTU. eero mx sr n+wtw rrrn`r.e ftDtIW ., I'd- yF'rZy: f) /(0 1Ma/ S• W90S KkNaLf ' v MWiM OWL" Ox 0' TALL Y.BAA J I •.2 SGJLOCA WA 20 oA prly, littl rM"Q saga, w R] tM oCxr aI TNC sun/orfwo STwuCTUa. m.tNTs OESICN LOADS: +24.0 PSI Ic —24.5 PSF p rtKD. STIroIDtN 30 K.1 gnattAal S X L• SL TMt KSIOMS aS717 W fIK .ROIOLO K a TEST LOADS: +36.0 PSF Ift —37.0 PSF NrN01f OF DOM MOND MR TIC fJLOM a ST11L)CIUM ANOIN ACURDANtt s' Y TALL a IO G "V. SIM U."S END SUOC BOLT "TI C°RRtlrt sumDow mu /DR Mt LANNI LWMO 00 aas •Rrx.wr r[ rul L{ IWA :-1-1-1 ATIWIW D,C, Tr0 u.Wtl ou W7l MUMS im DMKKrr na aM A rKlm t4li`t " PART NO.: 1-T/ r I ON BORON SSL110N, OM[ u M aN NL+R WTO 141 m-N, rA'{ t"1 unuN ttTTDJJ. tADN v-swt AftAoap TnACII OK unwN slew OtnnrN. )IJ Iwwttl k SI:N IIOD T "M1 .'x2/•' sw TAlRa6 scam LOCK ON U.N. CnelnnoU s.S202 ru :,fit LDaml a DDa • ryorAr N W TOLERANCES — IDEA Tr. w t-fl }}ppt-KtDo O K.• wM...~r,°r.,rw .rM ,0 . t.03 WbsSoo aneur. fa Nm I-113-i12-3fi2 00. =•QOS DESCRiPT10N; OOEL 6RT 16-0 x 6-0: 24/'26.5 DESIGN LOAD 0.tDWG, s 12 G "Y. SM NTra+ OOKKA. i WWtr NY.-•t'.n'• r^' ,0000 . 2,001 DRAWN BY: Bww )ATE: s/t6/00 SCALE: NTS AVACM(D MM ( 27 /Ibs/S' SMV WUAL saMs. Ca • . 'r'• U'. D.pnH - a 1/Y R TIrD A pW CHECKED BY: KIwW DATE: 4/16/DO SHEET + OF l SIZE L1 iN WM wGMaSN. Proj.'Dwss*u Am w wNcmfl.jDWC. NO.: 102139 REV, NO.CD t ez 0 x a DEL OFStGNATtOM Th.nma-Tru M es -$ring Door wood •lamSystem ,t)mCN PRESSURE RATING: MAx IB' O.C. Single positive 67.0 PSF Negative 67,0 f'SF yrnuN MI NOM1Nk S17F- Single up to 5'4 x 9'D ./wo sde:l.•s ,• Double up to 8'4 x 8'0 r/wo siduli:es •a . Single with Sideliles Positive 60.0 PSF Negative 60.0 F'SF f ONE x. ble uD, o 8' pt. ' O w Double w/wo Sideftes Positive 47.0 PSF Negative 47.0 PSF Ox. O. GENE fin, tENnW tfj)"y+rr, rnr , The hood and Wo iambs on Fi VOlOnt pine measuring o min. 4-9/16' with a Y/2' robbeted stop. C 3/ 16" TAPCON MAX fa' D.C. 1/2' 0"ALL TYPEANCHOR3' 3/ 1e' TAACgs .-, ••. , . Y rlawHc rIPE ANCHOR fn' DNA""t!'.• U4501W L" ;... n ' •• MASONRY LMtI daO. wlB 1 7. 7 7D 2x SLrB-BI1Gt 1/ 2' WhWALL 2r WX 3 1 x 2 hORRINO r pFH ws " 1 r= f X .• 3/te' TAPCON r 4Fi ^ F r3lOB .719E ANCHOR r* - sw •et Ice• nil VOtw1CV. SIDE JAMB M 70 I MN allIII Ix BUCK y IqTERIOR 3/ f e' TAPCON ! e CONCRETE MASONRY BLOCK HEAP ,cwB EDroIxsue-eucx 1/ 2' DMWAU 2 N '1 ,1X eMGI 1D 1/I6' TAPCOH IOtT I r Y nRR.: I ME ANCHOR ELco rAPcoN D1' Et)IJN. s :, : •, ( 235 LB. SHW RA77NO) 3/ 1e' rAFCON • . is" reel. 2) •r' N ZvrTIA SHIM SPACE •• ,-1/4' NON. tY i. ERIICX 90f .uMe ' TD IX sUB-BUCK NOTF. 1. This system has been evoluated for use in locations ndhorinq to the Florida Building Code a and " here pressure requirements as determined by ASCE 7 Minimum Design Loods for Buildings and Other Structures do not exceed the design pressure ratings listed herein. 2. For installations whore the sub -buck is fees than 7-1/2' (FBC section 1707.4.4 Anchorage Methods and sub -sections 1707.4.4.1 and 1707.4.4.2) Tapcon type Concrote anchors must be used and the length must be such that a minimum 7-1/4' engage vent of the Topcon into the masonry wog is obtained. 013. 6H4.383tDATA 4/3/02 SC, IL N.T.S. VW- BY: w.LN. CHK. BY: R.M. No NO.: T- 02201 WV f or t MOM 1JESIONADON, Thermo-rru Out -Swing Coon Wood Promos SysOem _;r;IGN PRESSURE RATING: u_re_eUV OVE'R.rt NOLBNAI SIZE• Single up to 5.4 x B'O /wo sidslYss YNt t8' O.C. iingfs Positive 60.0 PSF Negative 67,0 PiF ( W Sinyls with S;delitea Positiw 60.0 PSF Negative 60.D PSF F NDoubleupto8'4 x 8'0 w/wo sldMiin fffM • •' c i1<%atE t: W-91rRATIONS X. OX, X0. OXO, 70C, O70t0 iouble w/wo S;delites Positiw 47.0 PSF Negotiw 47.0 PSF InO Cu yr+-= D SCRU ION• The head and side jambe are PoVsrjoint p;no QQ 2QO U . 74 measuringomin. 4-9/I6' r1tA o 1/2' roUDeted stop. ,' Q MASONRY LWSEL 3/ 16' TAPCON 1 x J fIARtNC W p^pyrYPEANCt•IORJ' t4Ax 16' O.C. t rLtSONR/ LINTEL , o. Yrvnll 3 ei % I x 2 FIRRINO ¢ t\ f- IORYVIAU a '•-• 3/ 16'74PCON 00 TYPE ANCHOR Ix BUC J/ Ill' TAPCON _ ' TYPE oew MAX. ai N n 25 SWW SPACE ` AIL,. ---{I p` u EX FIQB pIff.BIQBV . i aEB108 3/16' rAPCON J 2.25• 1t1IiBl08 • Y u n_ TYPE ANCHOR - U Z L m HEAD , NMB u t N / 8!x2-1/2' 475 o . •y ,. TD tx SUB -BUCK PfN INS o n S HERO JAMB m Y CS0 BLOCK 5' MAXNAX2• S}{ tN SPACE tf i. 2EI IRJr4 ' Y e y S tr WN. ••.. c ~ EMS. n mE •A eTAPCCMOR • W t 1.13' N91. .4 ELCO TAPCON OR EQUALE 35 ' c 4 IF ANCHOR ( A 2LB. SHEAR EATING) . Q0 25' MAX. •. n '. .7O Z 3 SFIW SPACECr t, . • . N h t,Ul Z Cr INTMnIt IS x 2- 1/2" C-SINK I x 2 InRRINO q PFH WS DRYWALLOi'.; '••. T vERnrwt SfDE JwB IX BUCK i .' '•,; :: ,. h _ ' ' TD IX SU8- BUCX eWt rc 1. ; I' Lat. auiTANIs. Inc I; B 1 x 2 FxtRING 1'1Qffi t. Thissystem Wen ewlucted for we in locutions adhering to Me Florido Buildin Code 9 9 613.064.3831 15' ItD1. DRYWrALL and where Pressure requirements as determinso by ASCE 7 Minimum Design Loads for Buildings DATE: 4/3/ 02 C-SINK f{ yl BUCK and Other Structures do not exceed the design Pressure ratings listed herein. SCALE: H.T. S. IOFJiT1CAl SIDE JAMBT2XSUB -BUCK 2. For inatolbfiona rMre the sub -buck Is less tM',n I-1/2' (FBC section 1707.4.4 Anchorage Methods DING. By: w.Ln and sub -sections 1707. 4.4.1 and 1707.4.4.2) Tapcon type concrete anchors must be used and the GHK. BY;R.W. length must be such that o minimum 1-1/4' angogement of the Topcon into the masonry wall is obtained. DRAMNC NO.: J. then using a IX aub-buck a 6-9/I6' jamb is required to allow for min, edge spacing for Topcon type anchors T-02207 sr¢f t o t r • 3 r iii„•.. I t k/ w e e100EL DEStGNAT10N Thermo-Tru In -Swing / Ott -Swing Door Wood Frames System AMILIM-OVER`Ii NOMINAL SIZE Singk up to 54 x 6*0 +:/wo sidelites . Double up to 8'4 x WO a/wo sideliles jALE CONFIGURAAONa• X. OX. X0. OXO. XX. OXXD f,ENERAL DESCRIPTION- The head and side jambs ore rngerjoint pine measuring a min, 4-9/if' with o 1/2' robbeted stop. DOUBLE 2x tD HEADER 1/2• pit SI+EAtrwa IV2x !BADER 7 f' 2X STUD q 2x .ACK STUD yy / e a 2.-1/2' PfN wS NEW JW9 1/2' ow e' ALL N twnumg ry x P/ 1 i1 8s7B 15' WK C—Seec sr.unew v 25' MAX ysr SPACE 0 vvttx'.V. SM AND d 1.25' L rEre. OFgGN PRESSURF RATING Single Positive 67.0 PSF Negative 67.0 PSF Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF Doublt w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF Milli= SINGLF OR DD SI F DOOR WITH SIDELfTES BM. This system has been evaluated for use in locations adhering to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loods for Buildi.i)s and Other Structures do not exceed the design pressure ratings listed herein. ZO p W q' W N Vto W pO h 3 cr ca cr O Ln3Z 913.684.3631 GTF: 4/3/02 SCAB Ki.S. DwG ti: 11.LK C1eL or. A.w. DPAw1NC N0: r-02202 THERMAoTRU® FIBER CLASSIC'PSMOOTH STAR' MRS1VINti"SOOLEANDDOUBLE WIA WA ffI1l EiJTES. INSULATED MEA(ittA4S DOORWITH WOODFR WS. GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MMIMI-DARE 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 MATERt 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-DADE APPROVED IMPACT RESISTANT SHUTTERS aaa REQUIRED FUR SIDELIMES ONLY. 7. SIOEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Face sheets: Fiberglass avg. min. yield strength Frlmin)=6,000 Psi mooth5tor - 0.070 minimum skin thickness FiberClossie 0.110' minimum skin thickness Care desienc Polyurethone, foom core. with l.9 Ibs. density by BASF. pp ee1 CCoon^y jglg The ppoogqel skin is constructed from a 0.070' thk. tsrmoldm9compound (SMC/. the inferior coney is fated with 1.9 Ibs. denely BASF polyurethane loom. The pond face shals are glued to thewood #1es avd IWIL ThS LVL latch stile s reinforced with a wood lock blackmeasuroV2.375 s 14.0 long at the strAt and deodbon location. The hingeAlleisFingerJointedAwandthetopandbottomroaamofowoodcomposHematmidJnthedoubledoorapplicationfheinactivedoorisfelted with an estnrded alumnum ostrogol (hind Jwoer 1) of 6D63-T6 allay. The frame is constructed from finjointed pane. The er rs Jan o the side jambs with (3) 16go. 1/ crown x 2 long stoples of each side. The mullions ore secured together in o sidefite oPPlirotionusing /8 r 2' long PFH Wood Screws (6) waews per each mullion. The units use on Inswing Saddle threshold measuring 5.75' s 1.548'. The sidelile ponels ore sandwich glared 9 o two piece y ore dry gkred on the edenor w2h en 1/8" thk cellulartope (Still-N Tope)) a coulked with 0-vie. The lite frames are held r % o /8 s t f/2 long Ploscrew. OF CONTENTS DESCRIPTION 37.5 MAX OVERALL WIDTH 36' MAX. PANEL WIDTH U U W Xx Tar W 2 a o J o B O K 4 o x a O x O X hQe10la to LSINL GE WSWING UNIT 74.5' MAX. OVERALL FRAME WIDTH 36.625' MAX. PANEL WIDTH WW ASTRAGAL xUEzx w 4 0 X Z lopm Do- 105.5- MAX. OVERALL hKAMt wwin 36.625' MAX. 15.5' MAX. PANEL WIDTH FRAME WIDTH1W/ASTRAGAL 13.75" MAX. WIDTH f 7.125' MAX. D.L.O. WIDTH N PRESSURE RATINGWHEP,E WA ER INFILTRATIONREQUIREMENTISNOTNEEDEDX67.0 PSF - 67.0 PSF 55.0 PSF - 55.0 PSFL55.0 PSF - 55.0 PSF F lni F111F11111111111 ALL MODELS 68.5' MAX. OVERALL WIDTH ARE VIEWED 36" MAX. 15.5' MAX. FROM INTERIDR PANEL WIDTH -IFRAME WIDTH 13. 75' MAX. WIDTH 7. 125" MAX. D. L.O. WIDTH LU O o _ L FLORIDA B. 0. MANUFAfCTURM, N Mo MASTER 7E,72111 813. 6&4.3631 so,, . N.T.S. oh. c. erg TJH aK. er: RW S- 2151 1 or EXTERIOR 1.68' MIN. PANEL THK. 1 R n 2 DOOR PANEL N ti 29 x o 42 N a3ct33fop 34 0 o. SEE NOTE d... p'o 5 SHT. 4 Ulal S i241ai SE NOTE 1 SHT. 4 Z 5- MIN. d CLASS THK. o a INTERIORRIOR 25 O N FOAM CASKET do N m SILICONE CAP BEAD d 6 n o0'O 1.68' MIN. PANEL THK. p ii LLE SEE NOTE 5 SHT. 4 V J a N0co a Q = 0^ II o 0 C) 3Qo Do a pNp UO L) WILD oN5ULTMJIS. INC 8t 3.684.3631 os 08/10 01 1/2" = " Dec. er: TJH CW Src: RW i' 111;L'Llt'A. i"T1, li.l o,A..Jr °"' j S-2151 S-w 2 a 8 F 7 RIQ SEE NOTE 2 24 8 7 2 O r SHT. 4 27 p co coo s 00— CL INACTIVE ACTNE p n ZQ p n b W a J e < ASTRAGAL RETAINER 31 1 Z a BOLT 8.0 LG. TOP BOTTOM (2) BOLTS IN7 RI R 22 og xZ z A7 70P k (2) A7 BOTTDM SEE;NOTI 6 3 Jp Rat 3 O ASTRAGAL CROSS SECRON 18 SHTFOAM GASKET At SILCONE CAP BEAD SEE NOTEp L) Tn ' Y z1 o" 5 SHT. 4 34 1 A i Mn 43 .J-;) _ L) ( L I o 1. 15' MIN. EMB. F--. 25- MAX. SHIM FOAM CASKET do SILICONE CAP BEAD IWO Fr O 1 ®© 47 NOTE I vSE 0SIDELITETO= EXTERIO v 0 . 0 a INTE Y RI Z Y 4 36 S J J 26 9 10 29 10 6 Q 37 ^a a SEE NOTE 7 SHT. 4 2 HORIZONTAL R N 3 ® HINGE JAMB TO SIOEUTE r Y i V, ir1 41 U SEE NOTE 1 SHT. 4 813. 684.3831 C D8 100 uc 112' = c. e.: TJH C. er: RW nrc ° o.: 5- 215t m- T3_ or 8 d 3 21 31 25' MAX. SHIM SPACE 71tam 1 4 LATCH JAMB TO BUCK, NOTES: 1. SPACING FOR ITEM NO. 41 (LITE FRAME SCREWS) IS AS FOLLOWS; VERTICAL FROM THE TOP DOWN ON SIDES; 5.5 16.57. 27.57, 3&375', 49.375" do 60.375-. HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125- IN FROM EACH CORNER. 2. SPACING FOR REM NO. 27 (18 x 1' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE WACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1' 3 5, 18.25 40.5 , 59.25. 74.25. 76.25' & 78.25'. 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 16G . x 112' CROWN x 2" STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH2) 16GA. x 1/2" CROWN x 2.5" STAPLES AT BOTH SIDE. 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) ITEM NO. 43 (18 x 2' PFH. WOOD SCREW). THERE ARE (4) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 13.5, 31. 48.5- 667. THERE ARE (2) AT THE HEADER AT 4" INFROMTHEOUTSIDECORNERSOFTHEFRAMETHEREARE 2) AT THE SILL. 4' IN FROM THE OUTSIDE CORNERS. 6 THE (MULLIONS TOGETHER 15NGFORITEMNO. 43 / THE SAME AS SECURING AS THE PERIMETER ANCHORING SCREWS. 6" DOWN FROM THE TOP ANO UPFROMTHEBOTTOMWrTH (4) MORE SPACED AT 13.7' O.C. 7, WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCKUSEITEMNO. 12 (110 x 2" SCREW). WHEN ATTACHINGTHEHINGETOTHEJAMBANDTHESIDELTEATTHE MULLION USE ITEM NO. 37 (110 x 7 314' SCREW). 1.1J Mln. EMBED. 15• MIN. J 13 C-SINK B Y 1 7 e•. w 30 6 e a 10 EXTERIO :. s. .o; a ... e '••. INT R10R 4 x 6 26 9 10 co 1 J e < 2 25" MAX. 4 HINGE JAMB TO BUCK, SHIM SPACE SILT 3 H RI NT R N 4 ® STRIKE JAMB T{O SIDELTE 1, SEE NOTE 7 SHT. 4 W—, 3QCO t\ co a 13.584.3531 Br: TJH BY: RW o: 5-2151 4 of E SEE NOTE 3 SHT. 4 SEE DETAIL "F" SHT. 5 6" 6" 6' 3" 3" o o co 0coR- Rp 0 = I; OSOM o - 1 6" 6' a SEE NOTE :30 W , L 1 3 SHT. 4 O 0 ODD 00w a n N irni4 SEE NOTE 'F' SM. 5 SEE DETAIL 0 n13 N6SHT. 4 SHT. 5 c J o Q TYP. as _ SEE DETAILSEE NOTE - ttP' - = -_ 13 - 'G' SM. 5 6 .crTYP. _ - - SEE DETAIL 13 SEE NOTE 'D' H' SHT. 5 .D. TyP 4 SHT. 4 - 13 D. SEE DETAIL -C' TyP. G' SHT. 5 - i .B 14 TYP. - 14 TYP. - TYP. "B.--i - T T —T 3' 3 3 3" 3 6"liYP6 3' 3 6' 6 VTRAL FLORMA B.0.A-Fo SINGLE ODOR DOUBLEDOOR W/SIDELITES MANUFACTURER NAME, MASTER A o.357' BOLT DEEP ENOUGH FOR A 2' 13 BOLT THROW 12 10 0 13 0 0 13 10 D 10 DETAIL "F" DETAIL 'H" ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS STRIKE PLATE TO FRAME DETAIL "G' AT THE THRESHOLDDETAILeccunWN z Z G SEE DETAIL N m E_SHT c>a pit SEE NOTE 4 SHT. 4 YY m'unw. wsVLUNn. we 813.684.5831 L. 06 10 01 ut N.T.S. c. er: TJH c er. RW WNO NO.: S-2151 tzr 5 Of 8 N N c Fr\i'TRAIL IFILI,— ! DA Mj,\NUJFACTURER SEE DETAIL SHT, 5 - .. ---- _ I` AA w ' 6' " 336 T36"3"~3t It1SEENOTETYPc3SHT. 4SEE NOiE• SEE DETAIL 3 SHT. 4F- SHT. 5 n ryp a.SEE DETAILSHT. 5 13 - SEE DETAIL SEE DETAIL SEE DETAIL TYP. n -J'E' SHT. 5 SM. 5 ?1• SHT. 5 ^ TYP. 13 - TYP. - SEE DETAIL 'K" 'K" TYP. 'M' SEE NOTE 'G' SHT. 5 14 .,V. 14 14 _ 4 SHT. 4 - - Typ, 14 TYP. TYR 6- - 3 6- 3" -• • 6' 6, 6' F- 3, 3• 6" 6" 3- 3• t4 6" ® TYP. DOUBL DOOR SINGLE DOOR W/SIDELITES 453" GLASS SITE 463' GLASS BETE 32 40 t 33 D32 34EITE61QB 1/8" TEMPERED EXTERIO 25 1/8- TEMPERED 25CLASS40GLASSO ' 0. Q..: . p.. 0 p 25' AIR D. D 25• AIR Q 0 o SPACE C 0 SPACE o pO pD " a` 4 ,O Y o z 7/8' TEMPERED Z 1/8' TEMPERED GLASS INT. EEL46Z GLASS INTERIOR y 36z = 41 SEE NOTE g 36 , , 6 y ni 6 U 1SHT. 4 4t a 25" STEEL a SE NOTE 1 25" STEEL INTERCEPT a INTERCEPT SHT. 4 SPACER SPACER 5' INSULATED GLASS W/ TF' j RF FRAME GLa'ING DETAIL 5" INSULATFQ GLASS RTS I tTE FRAME GLAZING W/ DETAIL SEE NOTE t 4 SHT. 4 n Li nO> o 00 OX mgonowo 3QR N : m i. F- 1p z: 813. 884.3831 L. 08 10 0 N. T.S. c. of: TJH K. er: RW WMG NO.: S- 2151 m 6 OF 8 4.563' n321TT— in 2 2 Y' WOOD FRAME 3 FINGER JOINTED PONDEROSA PINE ILL 097' 4 , 4 STEEL DOOR HINGE I--1.531' SIOFIITF TOP do BOTTOM RAIL FINGER JOINTED PONDEROSA PINE EM 1 \^. li,:i 1 :\'l i LLJj 1 i. if l)v I-- 1.284' a 1.077" T n o 1.531"--i6 .526' 526 SIDELITE BLANK SIDE_ STILF 2.713' 1 232• FINGER JOINTED PONDEROSA PINE 7GM f7HERAtA-TRU'S POLYPROPLNE) 33 PIAsTIC LIP L1TE FRAME O PL acnC LIP LITE FRAME FXTRUDED_HTS EXTRUDED TCM 2.141" F691' --j I any b L INSWING SIDELITE 15 BOTTOM BOOT 0,09' EXTRUDED VINYL WALL O 101 o in l" a 1 F --- 7.531' OFCTOPRAIL WOOD COMPOSITE 1.264' N OII --- ^ h 3 t 1.531 ' —i N FC ArrH SIDE STII F COMPOSITE N •_ n O E--t.53t'—i O4 FC. WOOD HINGE SIDE STILE 5.75' N e 1nOco N FC BOTTOM RAIL n aFLF ADJUSTING SA OLE THRESHOLD WOOD COMPOSITE a ALLIMINUMAONYL .D45" WALL ALUM. t9 080' THK. WALLVINYL TYP. 1 a SS 80T10M RAIL " 1 i WDOD COMPOSITE ly W S O Uz 2. 375" it CONSULTAMS. T 1 813.664.3831 I 1 cov 08 10 0 N. T.S n o LTjH n: RW T0A. . 4 RW 1 awnwc NO.: 30 S-2757 WOOD LOCK BLOCK FINGER JOINTED PONDEROSA PINE sNm -L or 8 USCRIPTION i o nKRgASSIC DOOR SKIN .110" 10N. 1M1 F16ERgASS BY TNERIFA-TRU rRh yiew Fumm F ok 6.000 psi nocRGLASS 2 Ft TOP RAE 0.531 x .94" THOMIA-IRV N90O COMPOSRE WD00 0OMPOSIfE 3 FC - . NOW CMWIE 1.531 x 12M WDOO C0M1 05IE 4 It MW SIZE JYHOM-TRV. PONDOM AC 1.531 x 1209 WOOD 5 2 DDT= PA (I-MW . 125 NN4--M WOO COIt>'451TE W00D COMTSa 6 1 POLYURrrHoW(BASF. 1.91Ds. DENS SHORT RE4CH COMPRESSION WE THOMW -IRV8lCOMWEATHVMw - 4 4 HIND .097 THK. ERMA-TRU10 FOAM7 10 : 4 . PFH WODO SCRLW 10 Fmme11SSLOT1p1IMl1331x911iQ8 -m IOW 1 10 x LG. PFH WOOD SCREW 1 8 x 2 1 L. PFH WOOD SCREW 14 3 16 T ANCHOR CO .0 MIN. LG. STEEL 15 stDE ITE B TT M BOOT .090 EXTRUDED VINYL VINYL 16 2x INNER WOOD BUCK WOOD 17 MAX. 1 4 SHIM MATERIAL WOOD 18 KWIK TITAN 700 SERIES PASSAGE LOCK 19 aEam SADDLE ALUM. OD x PIN WOOD 21 43W x _ W x 1. 4MM PINE W 23 KWIKSET TITAN 700 SERIES DEADBOLT q WN It WR68T A52 WALL UM. 6063-T6 25 ING, 1 INSULATED TEMPERED GLASS CLASS 26 St IRV, PONDEROSA FPC 1, t x 1.5.11 WORD 27 18 x 1 LG. PANHFAD SHEET METAL SCREW STEEL INSWING DOOR BOTTOM SWEEP 29 WOOD 3 FUSS BLOCK 2.375 x 1.515 POrDOM WO 0 I WWD LIU x 1.531 WOOD COMPOSITE 2 10ELLULAR GLAZING TAPE (SUK-0 TAPE 33 81S. THLRW-TRU BTS 4LITE Tcm 563 x 1.25 BLANK JAWW -TRV PONDEROSA Pl E 00 36 SO= SDE SW -MI, 1.531 x .06 FCh-mROSA PILE W00 7 110 It 1 3 4 LG. PFH WOOD SCREW STEEL 38 SS TOP RNL 1.531 x .gf HRM-W IOW W000 mbro5l1E 39 NOT USED 40 SI CAU K SILICONE 41 8-10 x 1 1 2 PLASCR FOR ITEM 34 STEE 42 SIkTRE TOP! W M RAl ISM-- PWRJW OD438x2LG. PFH WOOD SCREW SL 1. 531 " 01 L 38 '^ SS. TOP RAIL WOOD COMPOSITE 592" M N O J.179- N R H MPR I N W TH ?STRIP FOAM CELL CORE W NYL JACKET 3" I " 579" I a O7 . 171 F COMPRESSION WEATHERSTRIP 8Y THERA44-TRU FOAM CELL CORE W/VINYL JACKET DRILL TRU FOR 357' DIA. ASTRAGAL DRILL TRU FOR A /8 RETAINER BOLTS PFH WOOD SCREW 2PLCS WINDJAMBER 11 WR68T STRIKE PLATE 31 1---- 7.531 " ------ SS. LATCH SIDE STI F COMPOSITE 1. 531 " 1. 316" M 26 SS, WOOD HINGE SIDE STILE ASTRAGAL HAS n (2) 8.0" N BOLTS O BOTTOM 1 BOLTS O 70P 1. 767" — { 24 WINDJAMBER 11 WR68T ASTRAGAL ( ALUMINUM 059,WALL = f n ASTRAGAL MATERIAL C/R[tQ do YELLOW CHKOMA E fir:• • n '^ nr; ,1 CV O W O v1 0 co CLOZO U5L, ; `n OWO O O 3:; ico w coo a 813. 684.3831 N. T.S at: TJI er; RN we w: S- 2151 i B or TUN--21-2W2 09:52 MILESTONE WINDOWS 407 323 9729 P.02 TIC ua ers 3une 21, 2002 Alan Plante, Chief Plans Examiner Orange County Building Division Administration Building, 1st Floor 201 South Rosalind Avenue P.O. Box 2867 Orlando, FL 32802-2687 407) 836-5760 RE: Florida Extruders Fenestration MasterFile Update Mr. Plante, This letter updates and clarifies nomenclature regarding buck thicknesses mentioned on Florida Extruder Window, Door and Mullion installation drawings contained in the Orange County Fenestration Masterfile. Based upon the discussions at the Mid -Florida Home Builders Association's meeting at their offices on 3une 19, 2002, this letter was the agreed upon procedure for manufacturers to clarify the issue of "1X Buck" thickness nomenclature used on installation drawings. Builders/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 1/2" are acceptable as non-structural attachments when the window, door or mullion is installed using a 3/16" concrete screw with a minimum embedment on 1 'k". Concrete Masonry Units should have a wall thickness of 1 YV and a precast sill's thickness will exceed 1 %'. 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 ethers" or similar statements shall be construed to mean that a buck thickness of less than 1 1/2" is acceptable. The definition of a non-structural buck is based on Section 1707.4-4.2 of the Florida Building Code. 2540 3ewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337 A JUN-21--'2002 09:52 MILESTONE WINDOWS 407 323 9729 P.03 l -M(1Q AW"awf aial hy-! The attached table lists all Florida Extruder drawings in the Orange CountyFenestrationMasterfileaffectedbythisengineeringstatement. Any questionsshouldbeaddressedtotheundersigned. Thank you. Regards, Robert J. Amoruso, PE rame uso.oePflorida xtruders com Florida PE License No. 49752 Florida Extruders Intemational, Inc- Certlficate 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 62 G15-23.001, F.A-C. A rubber stamp seal was also applied to facilitate reproduction for Orange County Building Division Masterfile scanning. nle: ZW2-LTR. R]A-009 X000111111///6, I F/ = vVl PNo. -AQ775 . ZI 2340 Jewett Lane, Sanford, FL 327i1-1600 9 (407) 323-3304 • Fax (407) 322-3337 2 K Universal Forest Products Re: 54601586 Centex Homes Orlando 1928 B&C Roof 68 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: 53906899 BH1 53906899 CA 53906899 H1 53906899 H1A 53906899 H1B 53906899 1-11C 53906899 HID 53906899 HIE 53906899 H1F 53906899 T1 53906899 CJ2 53906899 G E2 53906899 T2 53906899 CJ3 53906899 G E3 53906899 EA 53906899 EAA 53906899 HA 53906899 CJ5 53906899 EJ7 53906899 HJ7 Loading (psf) TCLL 20 TCDL 10 BCLL 0 BCDL 10 Wind: ASCE 7-98 per FBC2001; 110 mph; h = 15 ft; TCDL = 6.0 psf; BCDL = 6.0 psf; occupancy category II; exposure B; enclosed My license renewal date for the state of Florida is February 28, 2005 5/27/2004 Joh Presley License # 5588 The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component(s) listed and attached. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec. 2. Eastern Division 5631 South NC 62 Burling Lon, NC 27215 1'el:(336) 226 9356 Vax:(336) 476-9146 Job Truss Truss Type w ty Ply Centex-Orlando/1928-8 8 4sk/4.17-3 53908899 BMf COMMON 1 1 Job Reference (optional) Universal Forest Produats,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MITek Industries, Inc. Tus Apr 22 16:40:30 2003 Page 1 0-0 7 e-11 13-8 1 go-0-0 28.3.15 35 400 0 41_0,032T1- 0.0 7-8-11 5.11-5 6.3-15 6.3.15 5.11.5 7-8.11 1-0-0 Scale - 1:70. a00 ff me l sxe axe a p K Ila 5xe i D L xe 1 ax w 600 a t c a u s Ws b SA a 9 M N hl 9x7 = u T fi fl a P O 30 = Us = 3xe = Us = Us = 3X4 4- 0-0 10-3.14 21-4-0 27-4-0 29-8.2 40-0.0 4- 0-0 6-3.14 11-0-2 6-0-0 2.4.2 10.3.14 Plate Offsets X Y : K:0-4-0 0.3-0P:0.4-0 0-3-0 LOADING (4f) SPACING 2-0-0 Cal DEFL In (loc) I/defl PLATES GRIP TCLL 20. 0 Plates Increase 1.25 TC 0.72 Vart(LL) 0.14 R-T >999 TL20 245/193 TCDL 10. 0 Lumber Increase 1.25 BC 0.88 Vart(TL) -0.47 R-T >529 BCLL 0. 0 Rep Stress Incr NO WS 0.97 Horz(TL) 0.04 R n/a BCDL 10. 0 Code FBC2001 Matrix) 1st LC LL Min Well . 240 Weight: 299 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-9-13 oc purlins. Except: BOT CHORD 2 X 4 SYP No.1 'Except' 1 Raw at midpt F-H 132 2 X 4 SYP No-2 BOT CHORD Rlgld calling directly applied or 6-0.0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpi 1-R OTHERS 2 X 4 SYP No.3 2 Rows at 1/3 pts Q-R REACTIONS (Ib/ slze) B-1112/0.8.0, M-28910.8-0, R-3521/0-8-0, Q.-81/0-8-0 Max Horz 13--178(load case 5) Max UpIthS-- 285(load case 4), M-475(load case 2), R--688(load case 5). 0--81(load case 1) Max GravB- 1112(load case i), M-382(load case 7), R-3521(load case 1), 0-18(load case 5) FORCES jib) - First Load Case Only TOP CHORD A-8-22, 8•C--2144, C-D.-BBO, D-G--785, G-1-1289.1-Ki-1467, K-L-506, L-M-242, M-N-22, C-E--1071,E-F--572, F-H--670, H-J--27 BOT CHORD B-U-1913, T-U-1868, S-T-649, R-8-649, Q-R--749, P-0--749, O-P--749, M•O--130 WEBS D- E--298, E-T--910, F-T-1220, F-G-1405, K-0-678, L-0--435, I-J-•1408, J-R- 1362, G•H--1389, H-R--2157, K-A -780, C-1.1-294 NOTES (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001;11Omph; h-15ft; TCDL-6.Opsf; BCDL-6.0psf; occupancy category 11; exposure B: enclosed;MWFRS gable end zone; cantilever left and right exposed ; and vartical left and right exposed -,Lumber DOL-1.60 plate grip DOL-1.33. 3) Truss designed for wind loads In the plane of the truss only. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x3 TL20 unless otherwise indicated. 6) Gable studs spaced at 2-0.0 oc. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 285 lb uplift at joint B, 175 lb uplift at joint M, 688 lb uplift at joint R and 81 lb uplift at joint Q. 8) Designassumes42 (flat orientation) purlins at oc spacing Indicated, fastened to truss TC w/ 2.10d nails. 9) Special hanger(s) or connectlon(s) required to support concentrated load(s) 214.01b down and 54.91b up at 4-0-0 on bottom chord. Design for unspecified connection(s) Is delegated to the building designer. 10) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide tracing 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 ( pit) Vert: S- U.-20.0, R-U.-40.0. M-R--20.0, A-C--60.0, C-1--60.0, I-N--60.0. C-J--60.0 Concentrated Loads ( lb) Vert: U-- 214.0 PLANS R VIE WTW ED CITY OF SANFORD 6ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 8 & C RF Date Req:04/24/2003 Draw No:53906899BH1 53908899 I CJ1 I JACK sole - I.A.' LOADING (psf) SPACING 2-0.0 CSI DEFL In (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.00 Veri(TL) 0.00 A >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hofz(TL) -0.00 C Na BCDL 10.0 Code FBC2001 Matrix) let LC LL Min Udell - 240 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 0-11-11 oc purlins. BOT CHORD 2 X 4 SYP No-2 BOT CHORD Rigld calling directly applied or 10-0-0 oc bracing. REAC71ONS (lb/slze) C--11/Mechanlcal, 8-138I0-8.0, D-91Machanical Max Harz 8-35(load case 4) Max UpliftC--I3(load case 5). 6--89(load case 4) Max aravC-29(load case 4), 8-138(load case 1), D-9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-8-22, B-C--28 BOT CHORD B-D-O NOTES (3) 1) Wind: ASCE 7-90 per FBC2001; 110mph; h-15ft; TCDL-B.Opsf; BCDL•B.Opsf; occupancy category II: exposure B: enclosed;MWFRS gable end zone; cantilever left and right exposed: and vertical left and right exposed;Lumber DOt-•1.80 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 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 shoat Is to reduce buckling of Individual members only and does not replace erection and permanent bracing required for the overall !wilding 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: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ1 Job Truss Truss Type Oty Ply Centex-Odando/1928-8 & C4sk/4.17,-3 53906899 H1 HIP TRUSS 1 1 Job Reference (optional) Universal Forest Pr ucts,lnc., Burlington, NC 27215, Jeff Karr 5.000 a Feb 20 2003 MITek Industries, Inc. Tue Apr 2216:26:30 2003 Page 1 0 7.0.0 12.3.7 17-5-2 22-6.14 27-8.9 33-0.0 40.0.0 41-0 1-0.0 7-0-0 5.3.7 5-1.11 6-1-11 5-1.11 5-3.7 7.0-0 1.0-0 scam - tit 7x14 MI110H= Bx8 = axe = he = axe 7x10 M1119H= Q00 12 , c D E F a H To 1 1 1 N w d, J l$ A Sx12 = R a P 0 N M L K 5x12 a 2x5 II 6x10 MUM= axe = Sx$ = 5x8 = 2x5 11 axe = 8x10 WISH= I I I I 7-0-0 7-1r12 12.3-7 7-5.2 22-6-14 27.8.9 32.10-4 33 g Q 40-0-0 i 7-" 0.1.12 5-i-11 5.1.11 5.1.11 5-1.11 5.1.11 0.1.12 7.0.0 Plate Offsets KY : 8:0-3-13 Ed a C:0-6-8 0-3.8 F:0-4-0 0-4.8 H:0-3-0 0-4.0 1:0.3-13 Ed e LOADING (psf) SPACING 2.0.0 CSI DEFL In (1oc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) 0.92 N-0 >512 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -1.54 N-O >306 8CLL 0.0 Rep Stress Incr NO WS 0.71 Horz(TL) 0.28 1 n/a BCDL 10.0 Code FBC2001 Matrix) 1 at LC LL Min Udeff - 240 Weight: 241 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D 'Except' TOP CHORD Sheathed. T3 2 X 6 SYP No.2, T2 2 X 6 SYP No-2 BOT CHORD Rigid calling directly applied or 4.6.1 oc bracing. BOT CHORD 2 X 6 SYP No.1 'Except' 822X6SYP SS WEBS 2 X 4 SYP No.3 'Exceppt' W 12 X 4 SYP No,2, VJ1 2 X 4 SYP No.2 W1 2 X 4 SYP No.2, W1 2X4SYP No.2 W12X4SYP No. 2 REACTIONS (lb/size) B-3290/0-8-0,63290/0.8.0 Max Horz B- 45(load case 5) - Max Uplift8--900( load case 3), 6-950(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A- 8-26, B-C--7651, C-D--10313, D-E--11877, E-F--11858, F-G--11858, G-H--10317, H-I--7650, (-J-26 BOT CHORD 8- R-6973, O-R-7010, P-0-7010, O-P-10310, N-0-11877, M-N-10315, L-M-7009, K-L-7009,1-K-6973 WEBS C-R- 707, H-K-708, D-P•-1555, E-0--637, F-N--632, G-M--1549, C-P-3744, D-0-1783, E-N--21, G-N-1757, H-M-3749 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FSC2001; 110mph; h-15ft; TCDL-6.opsf; BCDL-8.0psf; occupancy category 11; exposure 8; enclosed;MWFRS gable and zone; cantilever left and right exposed, and vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise Indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 900 lb uplift at joint 8 and 950 lb uplift at joint I. 6) Girder carries hip and with 7-0-0 and setback 7) Special hanger( s) or connectlon(s) required to support concentrated load(s) 513.31b down and 181.21b up at 33.0-0. and 513.31b down and 181.21b up at 7.0.0 on bottom chord. Design for unspecified connection(a) 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 Incraasa-1.25 Uniform Loads (plf) Vert: A-C-- 60.0, C-H--125.0, H-J--80.0, 8-R--20.0, K-R--41.7, I-K--20.0 Concentrated Loads Vb) Vert: R--513. 3 K--513.3 I .. >/, - -- Customer No: 11045 Customer Name: CENTEX HOMES ORL.ANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 Job Truss ruse7ype e,uei;F Oty Ply Centex-Orlando/1928-8 8 C4sk/4-17-3 53906809 HiA HIP TRUSS 1 1 Job Reference a tionat Universal Forest Products, Inc., Burlington, NC 27215, Jeff Karr 5.000 s Feb 20 2003 MITsk industries, Inc. Tus Apr 22 16:28:312003 Page 1 0 5.9.1 9-0.0 16.4.9 23-7.7 31-0.0 34-2-15 40.0-0 :V-0 1-0.0 5.9-1 3-2.15 74-9 7.2.13 74.9 3-2.15 5-9-1 1.0-0 Scale -1:58. 5x7 = 3x6 = 3k8 = W II ax7 = 5.0o fw p T. F. F O H 2t9 c iv?w1Idw1 w1 w a e J KA 1d W= O P O N M L 30 3x8 = 300 MI118H= us = 3x8 = WO M1118H= 398 9-1 12 16.4.9 23-7.7 30-10.4 40.0-0 9.1-12 7-2-13 7.2.13 7.2.13 9-1-12 Plate Offsets X Y ; 0:0-5.4 0.2-8 H:0-5-4 0.2-8 LOADING (psi) SPACING 2-0-0 CS1 DEFL In (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) 0.35 N-0 >999 TL20 245/193 TCOL 10.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.72 N-0 >658 BCLL 0.0 Rep Stress Incr YES WS 0,43 Harz(I-L) 0.18 J n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft - 240 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-8.2 oc purlins. SOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid calling directly applied or 6-11-6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B-1653/0-8.0, J-1653/0.8.0 Max Horz 8--90(load case 5) Max UpliftB--344(load case 2). J--344(load case 3) FORCES (ib) - First Load Case Only TOP CHORD A-B-22, B-C--3332, C-0--3135, D-E--4008, E-F-4008, F-G-40081 G-H--4008, H-I--3135,1-J--3332, J-K-22 SOT CHORD B-0-2995, P-O-2880, O-P-2880, N-0-4008, M-N-2880, L-M-2880, J-L-2995 WEBS 0-0-265, H-L-265, E-0--443, G-N--443, C-0--151, D-0-1269, E-N- 1, H-N-1268,1-L-451 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FSC2001; I IOmph; h-15ft; TCDL-6,Opsf; BCDL-6,0psf; occupancy category II; exposure S; enclosed;MWFRS gable and zone; cantilever left and right exposed, and vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) 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 buokling 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 speciflc 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 6us,tomer No:11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1A Job Truss Tr I m.d.• R- . city Ply Centax-Odando/1928-B & C4sk/4.1 Z-3 53906899 H18 HIP TRUSS 1 1 Job Reference (optional) Universal orest Froducts,inc., Burlington, NC 27215, Jeff Kerr 5.000 a Fab 20 2003 MITak Industries, Inc. Tue Apr 22 18.26:31 2003 Page 1 P-0-p 5.6.0 11.0-0 17-0.0 23-0-0 __ 28.0-0 _ 134-6.0 T 40-0-0_ 4-0 p7_____ 110-0 5-8-0 5-6-0 6.0.0 6-0.0 6.0.0 5-6-0 5.6-0 1.0.0 SOWS .118. Us x8 = bxe axe = F i6.00 12 Dfi 3x8 O W 1 H w A a J r Ur' O N M L K 30 2x3 a ad = 3x8 ; axe = 2x3 I! 5.8-0 12.0.0 20-0.0 2a-0-0 34.6-0 40.0-0 5.6.0 6.6-0 8-0-0 8.0-0 6-6-0 5-6.0 Plata Offsets MY): D:0-3-0 0.2-4 F:0-4-0 0-3-0 G:0-3.0 0-2-4 1-1-4-0 0-3-0 N:0-4-0 0-3.0 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.26 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.73 Vert(TL) -0.54 M-N >871 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.18 1 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl . 240 Weight: 199 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-2-12 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rlgld calling directly applied or 8.0-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (ib/slze) 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(foad Case 3) FORCES (lb) - First Load Casa Only TOP CHORD A-8-22, B-C--3425, C-D--2926, D-E--2807, E-F--3329, F-G•-2807, G-H--2926, H-1--3425,1-J-22 BOT CHORD B-0-3087, N-0-3067, M-N-3277, L-M-3277, K-L-3067, I•K-3067 WEBS C-O-113. H-K-113, E-M-96, F-M-96, D-N-760, G-W60, E-N--642, F•L--642, H-L-448, C-N--448 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 1 10mph; h-15ft; TCDL.-6.0psf; BCDL-6.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL0.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint 8 and 317 lb uplift at joint I. 5) Truss shall be fabricated per ANSI)TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at Joints unless otherwise noted. Provide bracing where Indicated and within 44 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 responsibllit 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 certdication of the truss designer. LOAD CASE(S) Standard 0%1_9L wry u0%uff--n EMI wunA Customer No: 1 1045 Coubtuoitaw Contractor/Job: 1928 B & CRF a ies, Pr DateReq04/24/2003 Draw No:53906899H1BVUuUU a arAfYr9ibttyi9id't1llltflltlerno—.. Job Truss ruse "' ; . Qty Ply Centex-Orlando/1928-8 & C/jsW4-17-3 53906899 H1C COMMON 1 1 Job Reference (optional) Universal Forest Products, Inc, Burlington, PC 27215, Jeff Kew 5.000 s Fab 20 2003 M1Tek Industries, Inc. Tue Apr 22 16:26:32 2003 Page 1 I-q 7-8-11 13-0-0 27.0-0 32.3-5 40.0.0 11.0 1'-0-0 7-8-11 6.3.5 14.0-0 5.3.5 7.8-11 1.0.0 SOWS - VI axe = 6xa2x9II 0 F 00 12 24 24 C a W W2 d 4 wZa N I dA Id W N M L K 1 30 = Us = 8xa = 3XA = W = Us = 10-3.14 20-0.0 29.8-2 40-0-0 10-3.14 9.8.2 9-a-2 10.3.14 Plate Offsets X Y : D:0-3-0 0-2-4 F:0.9-0 0-2.4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) -0.22 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -0.50 L-N >952 SCLL 0.0 Rep Stress Incr YES WS 0.24 Horz(TL) 0.15 H Na 13CDL 10.0 Code FBC2001 Matrix) 1 at LC LL Min Udell - 240 Weight: 188 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-9-15oc purfins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid calling directly applied or 9-3-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) B-1653/0-8-0, H•1653/0-8-0 Max Horz 8-122(load case 4) Max UptiftB-290(load case 2), H--290(load case 3) FORCES ( lb) - First Load Case Only TOP CHORD A-B-22, B-C--3301, C-D--3027, F-G--3027, G-H--3301, H-1-22, D-E--2895, E-F--2895 SOT CHORD B-N-2948, M-N-2495, L-M-2495, K-L--2495, J-K-2495, H-J-2948 WEBS C-N--336, G•J--336, E-L-443, D-L-506, F-L-506, D-N-537, F-J-537 NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.98 per FBC2001; 11Omph; h-15ft; TCDL -6.Opsf, BCDL-6.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL.-1.60 plate grip DOL-1.33. 3) Provide adequate drainage 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/1 P11-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where Indicated and within 40 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 codas and ordinances. The truss designer accepts no responsibili 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: CLNTEX HUMES UKLANUU 5nta NO: 53VUb8U9 Contractor/ Job: 1928 B & C RF Date Req:04/24/2003 Draw No:5390 899HlC Jab Truss Truss Typo aty Ply Centex-OriandoA928-8 & Ctsk/4-17-3 63906899 HI D C t Mimi_ 1 1 Job Reference (optonal) Universal Forest' Products, Inc., Burl ngton, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MITek Industries, Inc. Tue Apr 22 1628:32 2003 Page 1 ar-01P 7-8.11 15-0.0 25-0.0 32.3-5 40-0.0 4,1. 1 1-0-0 7.6.11 7-3-5 10-0.0 7.3.5 7.8-11 1.0.0 Scala - 1,88. 800 12 2x3 II 0 F C a 4 B H A l ld 3x7 — N M L K ,l 30 " US = 3x8 = 3x8 = 3r8 = 3YAS = 10.3-14 204-0 29-8-2 40-0-0 10-3.14 "-2 9-8-2 10.3-14 Plate Offsets (X,Yi.- (C:0.4-0,0-3-01r [D:0-3-0,0-2.41, [F:0-3.0,0.2-41 G:0-4-0 0.3-0 LOADING (psf) SPACING 2-0.0 CSI DEFL In (loc) Udell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0,65 Vart(LL) -0.20 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vert(TL) -0.48 H-J >979 BCLL 0.0 Rep Stress Incr YES WS 0.22 Horz(rL) 0.15 H n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Mln Udefl - 240 Weight:193 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-10 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 8.11-14 oc bracing: B-N. REACTIONS (lb/slze) B-1653/0-8-0, H-1653/0.8-0 Max Horz 8-138(load case 4) Max UpliftB--313(load case 4), H--313(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3300, C-D--3028, F-G--3028, G-H-•3300, H-1-22, D-E--2482, E-F--2482 BOT CHORD B-N-2968, M-N-2314, L-M-2314, K-L-2314, J-K-2314, H-J-2968 WEBS C-N--405, G-J-405, E-L--239, D-L-269, F-L-269, D-N-665, F-J-665 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001;110mph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category 11; exposure B; anclosed;MWFRS gable and 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 8 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 an 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 jab 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 6ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 D o Truss Truss Type Oty Ply Centex-Oriando/t928-B & C4sk/4-17.3 53908899 HIE C 1 1 Job Reference (optional) Universal at Products,inc., Burlington, NC 27215, eff Kerr 5.0008 Fe 20 2003 trek Industries, Inca Tue Apr 22 16:26:33 2063 Page 1 0 7.8-11 13.8.1 v 17.0-0 23-0.0 26.3-15 _32-3- 40.0.0 *0 p1 1-0-0 7.8-11 5.11.5 3.3.15 6-0-0 3-3-15 5.11-5 7.8-11 1-0.0 scale - 1As. a.o012 axe 6x8 = ad F 6z8 • D Ci 2z3 Q 24 0 3 H 4 A e J 17 Ig W= 0 N M L K 30 Us = 34 = 600 = 3ze = 3z8 = 10-3.14 20-0-0 29.8-2 40-0.0 F T 10-3-14 9-8-2 9.8-2 10-3-14 Plate Offsets X Y: D:0-4-0 0-3-0 E:0-3-0 0-2-4 F:0.3.0 0-2-4 G:0-4-0 0.3-0 LOADING (pat) SPACING 2-0.0 CSI DEFL In (loc) Waft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) -0.20 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1,25 Be 0.89 Vert(TL) -0.49 I-K >972 BCLL 0,0 Rep Stress Incr YES WS 0.34 Horz(TL) 0.15 1 n/a BCDL 10.0 Code FBC2001 Matrix) 1 at LC LL Min Well - 240 Weight: 204 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2.10.6 oc puriins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing, Except: NEBS 2 X 4 SYP No.3 8-6-4 oc bracing: B•O. WEBS 1 Row at midpt D-M, G-M REACTION& (lb/alze) 8-1653/0-8-0,1-1653/0-8-0 Max Horz B--154(load case 5) Max UpliftS.-333(load case 4), I--333(load case 5) ORCES (lb) - First Load Case Only rOP CHORD A-S-22, B-C--3311, C-D--3025, D-E--2145, F-G--2145, G-H--3025, H-1--3311, I-J-22, E-F--2166 30T CHORD B-O-2961, N-0-2422, M-N-2422, L-M-2422, K-L-2422, I-K-2961 NEBS C-0--379, D-0-590, G-K-590, H-K--379, E-M-557, F-M-557, D-M--633, G-M--633 40TES (5) 1) Unbalanced root live toads have been considered for this design. Wind: ASC.E 7-08 per FBC2001; I IOmph; h-15ft; TCDL-6.0psf; BCDL-6.Opsf; occupancy category II; exposure B; enciosed;MWFRS gable and zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOIr1.60 plate grip DOL-1.33. 1) Provide adequate drainage to prevent water ponding. 1) 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. Q 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 Ouckling of Individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design Information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no 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, OAD CASE(S) Standard 1-9 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899H1 E . Job Truss Truss Type Oty Ply Centex-0rlando/1928-8 & C4sk/4-17-3 . 53906899 H1F COMMON. 1 1 Job Reference (optional) Universal Forest Products,inc., Burlington, NC 27215. Jeff Kerr 5.000 s Fe 0 2003 MITek Industries, Inc. Tue Apr 22 16:26:34 2003 Page-1 o 7-8.1 13.8-1 19-" 21-0-Q 26-3.15 32-3-5 40-0.0 41-0 1.0-0 7.8-11 6.11-5 5-3-15 2.0-0 53.15 5.11-5 7.8-11 1.0.0 Sade . 1;BB. 5.00 P2 6KS = 6x8 = E F US 9 5A C 0 O 2x3 Q 1 24 G W2 H 4 e d A I 6 g 30 O N M L K 30 — Us Us U12 US Us 10-3.14 20.0.0 29.6-2 40.0.0 10.3.14 9-8-2 9-8-2 10.3.14 Plate Offsets X Y r D:04-0 0-3-0 E.,0-3-0 0-2.4 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/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Vart(LL) -0.20 M >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 8C 0.89 Vert(TL) -0.49 1-K >966 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(fL) 0.15 1 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Vdefl - 240 Weight: 205 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-3 oc purllns. 30T CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8.1-7 oc bracing. NEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-M, G-M IEACTIONS (Iblslze) B-1653/0-8-0,1-1653/0-8-0 Max Horz B-170(load case 4) Max UpliftB--352(load case 4), I--352(load case 5) QRCES (lb) - First Load Case Only rOP CHORD A-8-22, B-C--3307, C-D--3025, D-E--2115, F-G--2115, G-H--3025, H-I--3307, 1-J-22, E-F--1965 30T CHORD B-0-2956, N-0-2434, M-N-2434, L-M-2434, K-L-2434, I-K-2956 NEBS C-0--363, 0.0-577, G-K-577, H-K--363, E-M-579, F-M-579, D-M--726, G-M--726 VOTES (5) 1) Unbalanced roof live loads have been considered for this design. Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.0psf; BCDIL-6.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed, and vertical left and right exposed;Lumber DOL-1.60 plate grip DOL.-1.33. 1) Provide adequate drainage to prevent water ponding. 1) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 352 lb uplift at joint B and 352 lb uplift at Joint 1. i) Truss shall be fabricated per ANSVrP1 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where Indicated and within 4" of Interior Joints. Bracing indicated on this sheet Is to reduce buckling of Individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design Information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsiblllt 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. OAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53908899H1 F Jab I Truss Qty Ply Centex-Oriando/1928-8 & C4sk/4-17-3 53906899 T1 COMMON 17 1 Job Reference (options]) Universal Forest roducts,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MITek Industries, Inc. Tue Apr 2216:26:34 2003 Page 1 0• 7 8.11 13.8.1 20-0-0 26.3-15 32-3.5 40.0-0 11-0 1.0-0 7-a-11 5.115 6-3-15 6-3-15 5-11-5 7.8-11 1.0.0 Scala o 1:67. 4Looli'2 hie— E 6xa 6xa D F i 2x3 2x3 c YV2 2 a N a 30 — N M L K J 30 3xa = 3x8 = 3x8 = 3x8 = 3xa = 10.3-14 20-" 29.8-2 40.0-0 10.3-14 9.6-2 9-8-2 10-3.14 Plate Offsets MY): : D:0-4.0 0.3.0 F:0.4.0 0-3-0 LOADING (paf) SPACING 2-0-0 CSI DEFL In (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Vart(LL) -0.20 L >999 T120 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.89 Vart(TL) -0.49 H-J >960 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.15 H nla BCDL 10.0 Code FBC2001 Matrix) 1 at LC LL Min Weill - 240 Weight:195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2.10-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid calling directly applied or 7-11-5 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-L, F-L REACTIONS (lb/slze) B-1653ro-8.0, H-1653/0-8-0 Max Horz B--178(load case 5) Max UpllftB--360(load case 4), H--380(load case 5) ORCES (Ib) - First Load Case Only fOP CHORD A-8-22, B-C--3306, C-D--3026, O-E--2113, E-F--2113, F-G-•3026, G-H--3306, H-1-22 30T CHORD B-N-2955, M-N-2436, L-M-2436, K-L-2436, J-K-2436, H-J-2955 NEBS C-N--360, D-N-574, D.L--737, E-L-1164, F•L--737, F-J-574, G-J--360 40TES (4) 1) Unbalanced roof live loads have been considered for this design. Wind: ASCE 7-98 per FBC2001;110mph; h-151t; TCDL-8.0psf; BCDL-6.Opsf; occupancy category II; exposure 8; enclosed;MWFRS gable and zone; cantilever left and right exposed; and vertical left and right exposed;L.umber DOL-1.60 plate grip DOL-1.33. 1) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 360 lb uplift at joint a and 360 lb uplift at joint H. 1) Truss shall be fabricated per AN81/rP11-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where Indicated and within 4" of Interior joints. Bracing indicated on this sheet Is to reduce buckling of Individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall. verity all design Information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responslbilit for the correctness or accuracy of the design Information as It may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. OAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shan No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899T1 53906899 ICJ2 IJACK 1 103 t ti•111 saale - LOADING (psf) SPACING 2.0-0 CSI DEFL In (loc) i/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.07 Vart(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.02 Vert(TL) 0.01 A >999 BOLL 0.0 Rep Stress Incr YES WS 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Mln Well - 240 Weight: 8 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1-11-11 oc purllns. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. REACTIONS (lb/slze) B-155/0.8-0, E-19/Mechanical, C-44/Mechanlcal Max Horz 8-47(load case 5) Max UpliftB.-67(load case 4), C--44(load case 5) FORCES (lb) - First Load Case Only rOP CHORD A-8-22, B-C--30, C-D--4 BOT CHORD 8-E-0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001;110mph; h.15ft; TCDL-6.0psf; BCDL•S.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable and zone; cantilever left and right exposed; and vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearjng plate capable of withstanding 67 lb uplift at joint B and 44 lb uplift at joint C. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where Indicated and within 4" of Interior joints. Bracing indicated on this shoat 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 responslbillty 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 bustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ2 lab Truss Truss Type Oty Ply Centex-Orlando/1928-8 & C4sk/4-17-31 Q906899 . GE2 COMMON 1 i Jots Reference o Uonaf Universal Forest Pr acts, lnc., Burlington, NO 27215, Jeff Kerr 5.000 s Feb 20 2003 MITek Industries, Inca Tue Apr 22 16:26:35 2003 Page 1 1.0-0 10.4-0 20.8.0 21-8.0 1-0-0 10-4-0 10-4-0 1.0.0 Scale -1:38. 9x8 = 24 II 4 24 II F H 24 II 2z3 11 00 12 E 1 2x3 II 2K3 II 0 T 29311 2k3 II c T T K T T 9 4 M 17yjd 3M8 = v u a n 3A = 213 11 W 11 2X3 II US = 24 It 2K3 II 2x3 I 24 II 2x3 II 7.4-0 20-8.0 7.4-0 13-4-0 late Offsets X G:0-3-0 Edgel OADING (psf) SPACING 2-0-0 CSI DEFL In (lac) I/deft PLATES GRIP fCLL 20.0 Plates Increase 1,25 TC 0.33 Vert(LL) 0.08 V >999 TL20 245/193 rCDL 10.0 Lumber Increase 1.25 BC 0.37 Vart(TL) -0.12 V >680 ICLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 L n/a ICOL 10.0 Code FBC2001 Matrix) 1 at LC LL Min Well - 240 Weight: 96 lb UMBER BRACING OP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0.0 oc purlins. IOT CHORD 2 X 4 SYP No.2 80T CHORD Rigld calling directly applied or 10-0-0 oc bracing. THERS 2 X 4 SYP No.3 IF.ACTiONS (lb/size) 8.364/0.8-0, L•228/13.4-0, S--280/13.4.0, T-638/13-4.0, 0-113/13-4-0, P-177/13-4-0, 0-123/13-4-0, N-253/13-4-0 Max Horz 8.100(load case 4) Max Uplift8--123(load case 4). L--71(load case 5), S--285(load case 6), T--224(load case 4), P--70(load case 5), 0--47(load case 5), N--79(ioad case 5) Max GravB-364(load case 1), L-228(load case 1), S-124(load case 4), T-639(load case 6), 0-124(iaad case 7), P-177(load case 1), 0-123(load case 7), N-254(load case 7) ORCF.S (lb) - First Load Case Only OP CHORD A-8-22, 8-C--185, C-D--125, D-E--100, E-F--184, F-G-•117, G-H--134, H-1--145, 1-J--142, J-K--151, K-L•-159, L-M-21 IOT CHORD B-V•111, U•V-111, T•U.111, S-T.111, R 5-111, Q•R-111, P O-i 11, O-P•111, N 0-111, L-N-111 VEBS F-S-53, E-T-•338, D•U--45, C-V--51, H-Q--91, I-P.-130, J-0•-97, K-N--180 TOTES (6) Unbalanced roof live loads have been considered for this design. Wind: ASCE 7-98 per FBC2001;110mph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure 8; anclosed;MWFRS gable end zone; cantilever left and right exposed; and vertical left and right exposed;Lumber DOL-1.60 plate grip DOLE-1.33. Truss designed for wind loads in the plans of the truss only. Gable studs spaced at 2-0-0 oc. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint B, 71 lb uplift at joint L, 285 lb uplift at joint S, 224 Ib uplift at joint T, 70 lb uplift at joint P, 47 lb uplift at joint 0 and 79 lb uplift at joint N. Truss shall be fabricated per ANSVfPI 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 Informatlon 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 tha 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. OAD CASE(S) Standard ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 ontractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899GE2 Job Truss Truss Type Oty Ply Centex-Orlando/1928-B & C4sk/4-17-3 , 53906899 T2 t 2 1 Job Reference 1oDtIonaQ Universal Forest Products,lnc., Burlington, NC 27216. Jeff Kerr 5.000 s Feb 20 2603 MiTek Industries, Inc. Tue Apr 2216:26:35 2003 Page 1 1-0-0 7-2-13 10.4.0 13-5-3 19.10.8 1-0.0 7-2-13 3-1.3 3-1-3 6-5-5 Scale .1:34. Sx4 = 0 5 00 14 2K5 ` 2x5 '// E F 1 34 11 ex10 5x7 = 10.4-0 19-4.0 1 10 8 10-4.0 9.0.0 0.6.8 Plate Offsets MY): 8:0.0-2 0-5-13 F:0-2-6 0-0-9 F:0.8-14 0.2-3 LOADING (psf) SPACING 2-0.0 Cal DEFL In (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) 0.05 B-G >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.13 B-G >999 BCLL 0.0 Rep Stress Incr YES WS 0.22 Horz(TL) 0.02 F n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Mln I/defl - 240 Weight:101 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-1-0 oc purlins. BOT CHORD 2 X 6 SYP No-2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No-3 WEDGE Right: 2 X 6 SYP No.2 REACTIONS (lb/slze) B-851/0-8-0, F-786/0-8-0 Max Horz 8.111(load case 4) Max Up11itB.-215(load case 4), F--137(load case 5) FORCES (Ib) - First Load Case Only rOP CHORD A-B-28, B-C--1382, C-D.-1054, D-E--1049, E-F--1308 BOT CHORD B-G-1179, F-G-1107 NVEBS C-0--352, D-G-677, E-G--255 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. z) Wind: ASCE 7-98 per FBC2001;110mph; h-15ft; TCDL-6.0psf-, BCDL-6.0psf; occupancy category 11, exposure B; enclosed;MWFRS gable and zone; cantilever left and right exposed; and vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 5) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It Is the responsibility of the fabricator to Increase plate sizes to account for these factors. f) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 215 lb uplift at joint B and 137 lb uplift at joint F. 5) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) F. 5) Truss shall be fabricated per ANSVrPI 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. OAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 8 & C RF Date Req:04/24/2003 Draw No:53906899T2 63906890 ICJ3 IJA 14 ue ScWe .1:7., r— 8*6 _ 2.10-3 ^2,11-11 LOADING (psi) SPACING 2-0-0 CSI DEFL In (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.10 Vert(LL) n/a - rda T120 245/193 TCDL 10.0 Lumber Increase 1.26 BC 0.03 Vert(TL) 0.01 A >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(fL) -0.00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1 at LC LL Min I/doff - 240 Weight: 11 lb LUMBER BRACING 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 coiling directly applied or 10-0-0 oc bracing. REAC71ONS (Ib/slze) C-67/Mechanical, 8.204/0-8-0, 0-26/Mechanicaf Max Horz B-83(load case 5) Max UpliftC.-52(lond case 5), 8--80(load case 4) ORCES (lb) - First Load Case Only fOP CHORD A-8-22, B-C-43 30T CHORD B-D-O DOTES (3) I) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.Opsf; BCDL-6.Opsf; occupancy category II; exposure B; enciosed;MWFRS gable end zone; cantilever left and right exposed; and vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 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. 1) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where Indicated and within 4" of Interior joints. Bracing indicated on this sheet is to reduce buckling of Individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verity all design Information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. OAD CASE(S) Standard Customer No:11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 8 & C RF Date Req:04/24/2003 Draw No:53906899CJ3 53906899 1 GEC 1-0-0 4.8.0 9.4-0 10.4-0 1-0-0 4-8.0 W = 4.8.0 U4 = U4 1-0.0 scale - 1:1 2-0.0 2-0.0 6-1.8 4.1.8 9-4-0 3.2.8 LOADING (psf) SPACING 2.0.0 CSI DEFL In loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) 0.02 F-H 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.17 Vert(TL) 0.03 F-H 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.01 F n/a BCDL 10.0 Code FBC2001 Matrix) 1 at LC LL Min Well 240 Weight: 36 lb LUMBER TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 4 SYP N0.2 OTHERS 2 X 4 SYP No-3 REACTIONS (lb/size) 8-44312-0-0, F-417/3.2-8 Max Horz 8--55(load case 5) Max UpllftB--137(load case 4), F--121(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-,22, B-C--562, C-D--452, D-E-448, E-F•-553, F-G-21 BOT CHORD B-1-462, H-1-462, F-H-462 WEBS C-1-72, E-H-52 BRACING TOP CHORD Sheathed or B-0-0 cc purllns, BOT CHORD Rigid calling directly applied or 10.0-0 cc bracing. NATES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001;110mph; h-15ft; TCDL-6.Opsf; 8CDL-6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone-, cantilever left and right exposed; and vertical left and right exposed;Lumber DOL-1.60 plate grip DOL•l.33. 3) Truss designed for wind loads In the plane of the truss only. 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 137 lb uplift at joint B and 121 lb uplift at joint F. s) Truss shall be fabricated per ANSVrPI 1-96 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 Shlopp No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899GE3 53906899 IEJ4 I 9r4 3 10 8 4-0 0 wla .1 LOADING (psf) SPACING 2.0.0 CSI DEFL In (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) n/a - rVa TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.02 A >782 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/dell - 240 Weight:14 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0.0 oc puriins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/slze) C-93/Mechanical, B-239/0.8-0, D-36/Mechanical Max Horz 8-82(load case 6) Max UpliftC--74(load case 5), 8--73(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-30 30T CHORD B-D-0 40TES (3) 1) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.0psf, BCDL-6.0psf; occupancy category II; exposure 8; enclosed;MWFRS gable and zone; cantilever left and right exposed. end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 lb uplift at joint C and 73 lb uplift at joint B. i) 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 shoat 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. OAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899EJ4 53906999 IEJ4A (JACK I1 Ij scale. I -A = 3-10-e 40-a LOADING (psf) SPACING 2-0.0 CSI DEFL In loc) Udell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.18 Vart(LL) We n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 8C 0.06 Vert(TL) -0.01 A-C >999 BCLL 0.0 Rep Stresa Incr YES WB 0.00 Horz(TL) -0.00 B n/a BCDL 10.0 Code FBC2001 Matrix) tat LC LL Min Well - 240 Weight:13 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-0-0 oc purlins, BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) A-144/0-8-0, B-106/Machanlcal, C-36/Mechanlcal Max Harz A-75(load case 5) Max Up11ftA--20(load case 5), 8--76(load case 5) FORCES (lb) - First Load Case Only rOP CHORD A-6-36 30T CHORD A-C-0 UOTFS (3) I) Wind: ASCE 7-98 per FBC2001; 110mph; h-15ft; TCDL-6.0psf; BCDL-6.0psf, occupancy category II; exposure B; enclosed;MWFRS gable and zone; cantilever left and right exposed; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at joint A and 76 lb uplift at joint B. 3) Truss shag be fabricated per ANSVrPI 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 permanant 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 adminlstradve purposes only and are not pail of the review or certification of the truss designer. OAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 8 & C RF Date Req:04/24/2003 Draw No:53906899EJ4A 53909899 I HJ4 I ENDJACK 1-5-0 i 5-7-2 1.3-0 W 3.54 (f2' 5-7-2 al 5-7-2 CSoak . LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) 0.07 B-D >897 TL20 245/193 TCDL 1010 Lumber Increase 1.25 SC 0.43 Vart(TL) 0.12 A >177 BCLL 0.0 Rap Stress Incr NO WB 0.00 Horz(TL) 0.00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/daN.240 Weight: 19lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5.7-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 I OT CHORD Rigid calling directly applied or 10-0-0 oc bracing, REACTIONS (lb/slze) B.212/0-11.5, D.202/Mechanlcal, C.-17/Mechanlcal Max Horz B-73(foad case 2) Max UpllftB-166(load case 2), D.-62(load case 3), C--90(load case 2) Max Grav13-212(load case 1), D-202(load case 1), C-81(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-E-18, S-E-18, B-C.5 SOT CHORD S-D-0 NOTES (3) 1) Wind: ASCE 7-08 per FBC2001; 110mph; h-15ft; TCDL-6.0psf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable and zone; cantilever left and right exposed ; and vertical left and right exposed;Lumber 0011.1.60 plate grip DOL.1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 lb uplift at joint B, 62 lb uplift at Joint D and 90 lb uplift at joint C. 3) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing where Indicated and within 4" of Interior joints. Bracing Indicated on this sheet is to reduce buckling of Individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design Information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no 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 1) Regular: Lumber increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: A-E--60.0 Trapezoidal Loads (pit) Vert: 8--6.8-to-D--113.1 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw N0:53906899HJ4 53906899 J CJ$ I JACK 1:11.' 4.1Q-3 4 I t ,t 1 r- LOADING (psf) SPACING 2.0-0 CSI DEFL In (loc) I/dell 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 f3C 0.10 Vert(TL) -0.05 A >354 BCLL 0.0 Rep Stress Incr YES WB 0.00 Harz(TL) -0.00 C rVa BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4.11-11 oc purllns. BOT CHORD 2 X 4 SYP No-2 BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/slze) C-128/Mechanical, 8-275/0.8-0, 0.4WMechanlcal Max Harz B-100(load case 5) Max UpliftC--94(load case 5), B--69(load case 4) FORCES (lb) - First Load Case Only rOP CHORD A-S-22, 8-C-41 30T CHORD B-0-0 VOTES (3) 1) Wind: ASCE 7.98 per F8C2001; 110mph; h•i5ft; TCDL-6.0psf; BCDL-6.0psf; occupancy category II; exposure B; enclosad;MWF'RS gable end zone; cantilever left and right exposed; and vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 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 ANSUTPI 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 creation and permanent bracing required for the overall building design. Building Designer shall verify all design Information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responslbilit) for the correctness or accuracy of the design Information as It may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. OAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906899 Contractor/Job:1928 B & C RF Date Req:04/24/2003 Draw No:53906899CJ5 53906899 IEJ7 I JACK 114 scale . 1 SA 8.10.6 6 0.8 7 0 0 0-1 -a LOADING (pal) SPACING 2-0.0 CS! DEFL in (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vart(LL) We - n/a TL20 245/193 TCDL 10.0 Lumbar Increase 1.25 BC 0.20 Ved(TL) 0.17 A 93 BCLL 0.0 Rep Stress Incr YES W 8 0.00 Horz(TL) 0.00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well - 240 Weight: 23 lb LUMBER TOP CHORD 2 X 4 SYP No.2 SOT CHORD 2 X 4 SYP N0.2 REAC11ONS (lb/size) C-190/Mechanical, 8-352/0-8.0, D.66/Machanlcal Max Horz B-137(load case 5) Max UpliftC--135(load case 5), 8--62(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-8-22, B-C-61 SOT CHORD B-0-0 BRACING TOP CHORD Sheathed or 6-0-0 0c purlins. BOT CHORD Rigid calling directly applied or 10.0-0 oc bracing. NOTES (3) 1) Wind: ASCE 7.98 per FBC2001,, 110mph; h-15fh TCDL-6.0psf; BCDL-6.Opsf; occupancy category 11, exposure B; enclosed;MWFRS gable and zone; cantilever left and right exposed ; and vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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 responsibilltj 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: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899EJ7 53906899 1 HJ7, I ENDJACK TRUSS 1.5.0 i 6-6-7 9.10-1 1 5-0 5.8 7 4-1.10 Scala - 1:1 9x4 = l 55--6.7 {_ 9-10.1 5-8-7 4.1-10 LOADING (psf) SPACING 2.0-0 CSI DEFL in loc) I/doff PLATES GRIP rCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) 0.02 F-G >999 TL20 245/193 rCDL 10.0 Lumber Increase 1.25 8C 0.39 Vert(Tt-) -0.06 F-G >999 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 E n/a BCDL 10.0 Code FBC2001 Matrix) 1at LC LL Min I/deft - 240 Weight: 40 lb LUMBER BRACING rOP CHORD 2 X 4 SYP No.2 TOR CHORD Sheathed or 6-0-0 oc purlins. 30T CHORD 2 X 4 SYP No-2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NEBS 2 X 4 SYP No.3 IF -ACTIONS (lb/size) 8.428/0.11-5, E-403/Mechanical, D^222/Mechanical Max Horz B-163(load case 4) Max UpIIftB--194(load case 2), E.-36(load case 3), D--148(load case 5) ORCES (lb) - First Load Case Only fOP CHORD A-H-18, B-H-18, B-C--842, C-D-46 JOT CHORD B-G-781, F-G-781, E-F-0 NEBS C-G-169, C-F--857 4OTES (3) I) Wlnd: ASCE 7.98 per FBC2001;110mph; h-15ft; TCDL-6.0psf; SCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; and vertical left and right exposed;Lumber DOI--1.60 plate grip DOL-1.33. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 194 lb uplift at joint B. 36 lb uplift at joint E and 148 lb uplift at joint D. 1) 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. OAD CASE(S) Standard Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: A-H--80.0 Trapezoidal Loads (pit) Vert: B--1.7-to-E-49.5, H--0.0-to-D--148.5 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop NO: 53906899 Contractor/Job: 1928 B & C RF Date Req:04/24/2003 Draw No:53906899HJ7 40-0-0 11 T2 G62— w w ui w w u. w 19-4-0 2-0-0 40-0-0 13-4-0 IN UNIVERSAL FOREST PRODUCTScusroLlERNA1AE: CENTEX HOMES ORLANDO DIV NOTES: Ncc Na q nlc rawarn or UNhERSY °IOC LL.C. ANe a Net TO SF[OFFNBR, LLC. vMuo(roRa uNP /°ne0,MnOMM lLam NITS OM1NN0 NYST BE YSEO MPROJECT: 1928 ELEVATION 8 c C ROOF SYPM150 R, ^ °""'°""' er 4110FIENfR MOYSTBILY. MC. as 'eRACINeRECOWWBNM- DATE: 4-1e-OJ pUALITY PRODUCT$ FOR QUALITY BUILDERS MOW NYlSSIM COWWMAM ANO NIX1e'""q" A' MSBRlIE /'011 INW]iM S ANOAAOS IN ERECNNO Qe-GJeeSCALE: N.T.i L.UD,AT bwNalSSES. (1p!1,,,q 40GIW AT OSS OONOFMO eR• 00o, S]7It a°I S. NC 62 PNONE (B00) p."Si MC. NC YJSI5 M (]leJ 2ze-°{0] AMON: DATE: BY: e REVISION: GATE: BY: 40-0-0 w cuawMCN nnrc: CENTEX HOMES ORLANDO D!V NOTES: r-a aamNe m nt mOaalm a IINM1ERIAL / 8NOFTWER L.Lt MO 0 Not TO eE ramauNnA DMW 4canInoaMWNuffeEu8mINON n q, e°AWFLIM waoo mu0aea: cawdnuw JJa eceowwwou- NOR= f I" GUSM i RAN TItlJ886E. l n I.0G120 AT am OONWM M. au 20e r8 8J71e w-s"o UNIVERSAL FOREST PRODUCTS 9HOFFNBR, LLC. 5431 S. NC 02 rHONe (80O) aye-036e euaUMMM, Nc 27218 Nt (34 226-e407 PROJECT: 1928 ELEVATION 8 & C ROOF oArE: 4-te-a QUALITY PRODUCTS FOR QUALITY BUILDERSscuE; N.rs. REVISION: DATE, eY: REVISION: DATE: er: Must have a minimum Q J J H Q x NJry LL- N>-. f m Oj of 4 inches around the air handler per the State Energy code. At( duct has an r=6 insulation va(ue. 4 . x Oyu Rating 0 I 0 W 7- X 0 z00 o W P U CU 0 z 5 -j O B cc d 1 0 C) ® D ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE WOOD BUCK a STUCCO BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD W (TYP.) WI DOW HEIGHT) CAULK BETWEEN WINDOW FLANGE L PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EQL. PERIMETER CAULK BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS v CAULK BETWEEN B.W. WOOD BUCK & (BUCK WIDTH) MAS'Y. OPENING INSTALLATION ANCHOR BY OTHERS ONE BY WOOD 3/16' DIA. TAPCON BUCK BY OTHERS — I-t/4' MIN. e 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 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 SILICONIZEO ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH J VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SIL.ICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. EXTERIOR OF WINDOW FLANGE. 1- 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY 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 18 SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN_ EMBEDMENT INTO WOOD BUCK. i 0) FLORIDA EXTRUDERS i 000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEVATIONSERIESSINGLEHUNGS. SHIM AS REO'D- R[GID VINYL 1/4' MAX. SEE NOTES) GLAZING BEAD TYP.) GLASS TYP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME IAMB CAULK BETWEEN WINDOW FLANGE WOOD BUCK W.V. WINDOW WIDTH) SECTION B - B I-1/4- MIN EMBEDMENT C STUCCO BY ETHERS A m i o PERIMETER 1 CAULK BY OTHERS CAULK BETW:_EN WOOD BUCK MAS'r. OPENING BY OTHERS CONCRETE OR MASONRY OP=NING BY OTHERS v OJ E N K B G 1 1) WHERE WINDOW 15 INSTALLED 114 MASONRY OPENING WITH A STRUCTUAL LENGTH 1 BY WOOD BUCK, U/ / t Q SCREWS Of VIEWED FROM EXTERIORSUFFICIENTLENGTHTO .ACHIEVE —3 8" MIN. EMBEDMENT AT ALL INSTALLATION FASTENER LOCATIONS. 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 18 1/8 x 25 B 8 F.G F.G F.G F,G 13 18 1/8 X 37 3/8 8 B F.G F.G 14 18 1/8 X 49 5/8 B 8 F,G F.G 145 TS 1/8 x 55 1/4 8 B F,G F,G 15 18 t/8 x 62 71 8 B B B F,G F,G,H t 16 T8 1/8 X 8 8 F.G F.G.J.K 17 18 1/8 X 83 8 B F,G F.G IH2 25 1/2 X 25 8 B F,G F,G 1H3 25 1/2 x 37 3/8 8 8 F,G F,G,HJ 1H4 25 1/2 X 49 5/8 B F,G F,G,H,1 1H45 25 1/2 X 55 t/4 6 B F.G F,G,H,1 IH5 25 1/2 X 62 8 B F,G F,G,H,1 IH6 IH7 25 1/2 x 71 25 1/2 X 83 B B B F,G,J,K F,G.J.K 30 1/2 x 26 29 1/2 X 25 a 8 8 F,G F.GG 30 1/2 x 38 3/8 29 1/2 x 37 3/8 8 B F,G F,1 30 1/2 x 50 5/8 29 1/2 X 49 5/8 B 8 F.G F,G,H,I 30 1/2 x 56 1/4 29 1/2 X 55 1/4 B B F.G F,G,H.1 30 1/2 x 63 29 1/2 X 62 6 8 8 G F, F,G,H. 30 1/2 x 72 29 1/2 X 71 8 F,G. H.1J.K F,G,J,K 30 1/2 x 84 29 1/2 X 83 8 22 36 X 25 B B 6 fl F,G F,G 23 36 x 37 3/8 8 a F,G F.G,HI 24 36 X 49 5/8 8 6 F.G F,G.H,1 245 25 36 x 55 1/4 36 x 62 8 8 F,G,H,I F,G,H,1 46 36 X 71 B 8 F,G,H,t O.E,F,GH.1 27 36 X 83 g 8 F.G,J,K F..G,H,I,J,K 42 x 26 41 X 25 B 8 8 8 F.G F,GH,i 42 x 38 3/8 41 x 37 3/8 B 8 F,G F,G,H,l 42 x 50 5/8 41 x 49 5/8 B B F,G,H.1 F,G,H.I 42 x 56 1/4 41 x 55 1/4 B B F,G,H,1 O,E.F,G,H,I 42 x 63 41 X 62 41 X 71 B 8 F,G.H,1 D,E,F,G,H,I 42 x 72 41 x 83 8 8 F,G,J.K F,G H.f.J.K 42 x 84 4$ x 2fi 47 X 25 B AX F,G F.G.HJ 48 x 38 3/8 47 x 37 3/8 B B A• F G F,GH•I 48 x 50 5/8 47 X 49 5/8 8 A.0 F,G,H,k F,G,H,1 48 x 56 t/4 47 x 55 1/4 8 A.0 F,G,H,1 D,E,F,G. 48 x 63 47 x 62 47 X 71 8 A.0 F,G,H.1 D.E,F.G.H•1 48 x 72 47 X 83 F JK DEFGHIJK 48 x 84 32 52 1/8 X 25 6 A.0 F,G F,G F,G F,GHj 33 52 1/8 X 37 3/8 B A.0 A.0 F,G,H,1 F.G.H.I 34 52 1/8 X 49 5/8 52 1/8 X 55 1/4 8 B A,C F,G,H•1 D.E,F,CH.I 345 35 52 1/8 X 62 8 A.0 F,G,H,1 F,G,H,I D,E.F.G.H.I O.E,F,G.H,1 36 52 1/8 X 71 52 1/8 x 83 8 B A.0 1 A.0 F,GA.K O.E,F,G,J,K.J,K. 37 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. NTERNATIONAL. INC FLORIDA EXTRUDERS I SANFORD, FLORIDA 1 TITLE: INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS — SERIES 1000 1500 8 2000 DRAWN BY: BB APPROVED BY: DATE: 10 / 09 / 01 SCALE: N T S DWG-: FLEX 0016 RY- PRAptx& APPLICATI004 ENGWEERING. INC., 250 1NTERNATIONAL PKY., SUITE 250. HEATHROW. FLORtOA-32746= PHONE 407 805-0365 FAx 407 805-03667 J 0.r.`C S,H. i IAMB :TY:) i Jt-M`! R(' YF' ) nn0 Sp. JAMB " i Y P:) X 2 n !cl tU9-E ML!i -_L4 i0-30 S.H. W42 (TY=:) X 1, /2 SELF Ar0L'su SNis s '!IJL i iN C TA R_a S'fS UN. Al i .X 4Pi x :/2 SELF TAPPING Sms f SEALAN' T BETWEENWEEN 11— WINDOW FLANGES IV. i L! I0N SELF r:PFrI iG SMS X G X I/8 TUBE M:J_TON 30C'D S-K JeMB .TYP.) 2 x I /2C SELFMSTAPPING L SEALANT BETWEENWiM78WFLANGES 8 X i-t/ 2 SELF ArPir I- Stiff X 2 X -1/8 TUEE 'MAULI =CM 8 x :%= s Ar...LNl.1 S .`. SEALANT 4. t 7 O lyjt i x i x3! TL1 X e4 X ., i, E 8 x :r? SELF JCS S•i. __ JAMB (TYP,) its} X —1/2 SDT t ' r'' SE:ALAIN T BETWE-FN TA Pii': S tS wlNGw FLANGES JLI sur01e' L_ a V,_i `2 L APPING SMS I 1 SEC i N ,`%—A s SD F TAPPING S-MSLEAL ANT WINDOW Ff ANG; S KJ F ILDI 48 x t-1/2 TAPP;.' NG SM5 fi\ E_ BY WOOD Jf T4 :: !_ Li_ C. i BUICK 8Y OHLKS t NRY i 1/ 4' MIN: F EMENT jil t t NCH tE' 76 1 C N S-.ti-_4-I -- AL TO CIONCRUP fx l1+_^ i — i i j :r.FPPUE ri HEAD & SI L .'`:"i` R: i . X , l v X N4YIS nA:G.E_ eJIt... FF-2 LFE ,4! I \ i 8 X SEALAN' l BETWEEN WINDOW FLANGES MULLIG Q- 1n. t_\ J i 1`' i rv1 A'r `/ 1 AIL E Y SMS , TYP.i Ei El B CZCT. t E r-- Ip1STAL LATIO. ANCHOR SCREW ANCHCR CTY:':) iI f t /r S: L IL- IP — i / I VVV 1 / 4' EMBE, HE lT PKE ;. HST STL By GT:.-'- A1i iTfl i4 Y CI NTH- R Altll 7lO'JGL AtiCt ERA , {tNLf 4 RE iUTRED) O l i i O 4t FLORIDA EXTRUDERS INTERNATIONAL, INCID SANFORD, FLORA iTITLE ```-i. T CuC'/ 15vV FLANGE SHEET T OF C S F L-S TPRE Sc RE CAPAC T T I t S DRAWN BY: - APPROVED BY: T)ATV- rAT' - •.i nwa • r,T... r,rc•in. ooc'cclIRE' fAPArITIFc " CAPACITY SERIES 1 UUU CAPACITY i CAPACITY 1 )uu r LAIVUr. r R .r,L vL-+ -•---•-_ _ PAU _ ICAPACITY ;CAPACITY i CAPACITY ,CAP CI7Y/ X4X 1 /8S CAPACITY 1 X4X 1 /8 CAPACITY 1 X4X3/8 CAPACIFTY-- 7---CAPACITY 1 X4X3/8 2X4X3/8 WINDOW WINDOW 1X2X1/8 CAPACITY 1X2X1/8 iX2X3/8 TUBE MULL 1X2X3/81X2 TUBE MULL 7/t6X1/S'1X2 7/1f:X1 8iX2 7 t6X3 SaX2 7 16X3 T28 T4BANCHORSMULL 1 T4HANCHORSL 5L T4BANCHORSL T2BANCHORSL TUBEBANCHOSL r T4BANCHORSL T6gANCHORS TUBE L CALL SIZE TIP -TO -TIP ;TUBE MULL 'TUBE MULL SIZE 2 ANCHORS 4 ANCHORS 2 ANCHORS 4 ANCHORS HO A-A(3) SECT. A -A 3 SECT A A(4) SECT A-A(4) SECT A-A(5) SECT. A-A(5) SECT. A-A(6) SECT. A-A(6) SECT. A -A 7 SECT. A -A 1 SECT. A). SECT. A -A 2 :SECT A-A(2) SECT. 336.52- 732.42 791.81 1187.72 791.81 1187.72 11187.72 12 19 1 /8 X_ 26 336.52 732.42 336.52 692.83 336.52 209.72 732.42 456.46 209_72 456_46 493.47 744.2fl 493.47 f 740.20 740.20 13_ 19 1 8 X 38 3 8 209.72 317.66 r 209.72 429.55 S 193.92 152.75 271.83 i 359.41 539.12 359.4 t--539.12 539.12 14 19 1 8 X 50 5 8 131.23 1131.23- g4 152.75 77.46 1127.29 152.75 135.81 139.09 4 135.81 194.97 319.55 460,17 319.55 479.33 479.33 145 9 1 8 X 56 i 4 94.131 / / 13 l 127.29 1 19.85 282.02 423.03 282.02 423.03 423,03 15 65.971918X63 ---_- 65.97 r------- 97 89.21 r- 89.21 97_48- i 64.27 97.48 64.27 136.64, 1 90.09 90.09 - T 212.62 212.62 296.98 296.98365.75 16 19 _1 /8 X 72 43.49 43.49 58.81 -----_ 3fi.45 58.8 i 36.45 39.83 39.83 T---- - - 55.84 T55.84- _ 1131.79 _ 131_79 184.08 184.0 8 ; 294.03 17 T---- r- 19 1 8 X 84 26.96 26.96 541.20 262.87 572.13 262.87 - 572.13 618.52 1927.78 618.52 927.78 927.78 1 H2 26 1 /2 X 26 _ 262.87 572.13 262_87 _ 323.48 157.93 t 343.74 1 157.93 1343_74 371.61 i 557.41 371.61 557.41 i 557.41 1 H3 6-1 /2 X 38 3/& 157.93 1239.21 157.93 113.20 143.71 1 13.20 201.45 266.35 399.53 266.35 399.53 399.53 1 H46 1 /2 X 50 5/8 97.25 97.25 1 13_20_131.51 y 100.17 102.59 100.17 143.81 235.70 339.42 235.70 353,55 353.55 1 H45 26 1 /2 X 56 1 /4 69.43 69.43 i 93.89 93.$9 fi5,51 71.58 71.58 88.01 100.34 207.10 236.83 207.10 310.651310.65 1 H5 26 1 /2 X 63 48.44 48.44 65.51 _ 142.99 46.98 t-- -- t 46.98 i 65.86 fi5,86 155.44 155.44 217.11 1217.11 267.38 26 1/2 X 72 31.79-- 31.79 19.62 42.99 26.53 28.99128.99 40.64 40_64 95.93 95.93 133.991133.99 214.02rli261 /2 X 84 19.62 26.53 t 471.75T- 216.75 471.75 T 510 j 765 S10 765 j 765 22 i37X26 216.75t 471.75I - 216- - 75 47175 1216.75 11122.22 26600- 1122.22 266.00 i 287.57 43 i .36 1287.57 431.36 431.36 23 37 38 3 8 1122.22 _ X / 185.12 1122.22 250.32 i -- 85.36 1 151.91 1200.86 301.29 200.86 301.29 t 3 01.29 247 X 50 5/8 73.34 173.34 85.36 - 99.17 70.2$ 85.36 I 74,98 108 37 7- t 74.98 107,65 T- 176.43 254.07 176.43 -- 264.64---{264,64_ 245 37 X 56 1 /4 51.97 51.97 36.01 70.28 48.70 48.70 I 53.21 53.21-- 65.43 4 597 . 153.96 176.06 153.96 - 11230.94 230.94 25 i 37 X 63 _ ; 36,01 31.74 i 31.74 34.69 j 34.69 48.62 48.62 1 14.76 114.76 131.61 160.3fl f 197.41 26 i 37 X 72 23.47 23.47 1 r _ 19.4619.4621.26 121fi, t 29.8- 29.81 i 70.36 i 70.36 98.27 98.27 156.97 27 j 37 X 84 ' 14.39 T= 14.39 - 417.04 191.61 394.49191.61 417.04•y 417.04 450,85 676.28 I- j 450.85 676.28 676.28 32 t 53 1 /$ X 26 191.61 t 38 2.4.14 231.50 347.25 231.50 1347.25 347.25 33 3 1 /8 X 38 3/& 98.38 i 149.02 j 98.38 201.51-j-98.38 65.45 2t4.14. i '- 83.09 65.45 - 54. fl 0x11.6 d7 `'- :1_. 231.01 _ T 154.00 2 31.01 - t 231.01 34 3 1 /8 X 50 5/& 56.23 56.23 _ 65.45 53.17 76.04 3 7 j 56.73 r58.10 i,a 56.73* :' ' r 81.44 133.4$ 192.22 133.48 T200.23 200.23 3453 1 /8 X 56 1 /4 39.32 3932 36.40 i 36.40 39.78 139.78 48.91 55.76 •1 5.08 1131.60 F-15 08 172.63 1172.63 35 53 1 /8 X_63 _ ` 2fi.92 26.92 23.45 25.62 r-- 125.62 135.92 i 35,92_ 84.77 - C 84.77197.211 18.41 145.82 36 j 53 1 /8 X 72 17.34 117.34 23.45 115.53 21.77 51.3921.77 51.39 71,78 71.78 j 120.81 37 53 1 /8 X 84 10.51 10.51 14.21 14.21 15.53 SERIES 1000 & 1500 FLANGE VERTICAL FLORIDA EXTRUDERS INTERNATIONAL, INC SANFORD, FLORIDA MULLION DESIGN PRESSURE CAPACITIES 61rr- nJ rr AALtrE TTTE: iE` ,' i L±-ttVil SHEET 2 OF 2 NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON FASTENERS REQUIRED AT EACH END. DRAWN BY: APPROVED BY: B DESIGN PRESSURES GIVEN ARE FOR 1.5 X r r e " `T1' r DATE::) _ / ._ ; : : SCALE: DWG.- '_ VMl Lu RE 2 11 SHIN AS RE'Q'D INSTALLATION ANCHOR x8 SCREW SHEATHING (SEE NOTES) BY OTHERS CAULK BETWEEN DOOR FLANGE TWO BY WOOD b SHEATHING BY OTHERS 1/1 xfl 1 7 SHIM SPACE MIN. STUCCO —` JEMBEDMENT OR SIDING BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS 7; wh sis a i SLIDING GLASS DOOR FRAME SILL u 4 TEMPERED GLASS (TYP.) DOOR HEIGHT EMBEDMENT 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 t- 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-i1-1/8 MIN. BY OTHERS EMBEDMENT SLIDING GLASS 1 HOOK STRIP SHIM AS REQ'D. SEE NOTES) INSTALLATION ANCHOR 8 SCREW STUCCO OR SIDING BY OTHER EXTERIOR E-EVATION 12002 2 PANEL DOOR SHOWN CAULK BETWEEN DOOR FLANGE SHEATHING SHEATHING BY OTHERS TEMPERED C TYP.) S SLIDING GL.., INTERLOCK INSTALLATION ANCHOR HOOK STRIP DETAIL WOOD RS IULK BETWEEN IOK STRIP & iEATHING 1-I/8' MIN. EMBEDMENT NOTES: I) DOOR MATERIAL: ALUMINUM ALLOY 6063. 2) #8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/8' INTO WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD 3 JAMBS. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D- 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE 3 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. 11) SHIM AS REQ'D. AT EA. SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS. 13) WHERE 'X' REPRESENTS MOVING PANEL AND '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' 3 HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFIGURATIONS. 15) FLORIDA EXTRUDERS I000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO 20M SERIES AND 500 SERIES. REVI DESCRIPTION DATE IN UDEI FLORIDAI NT RINC.RS SANFDRD FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS DRAWN BY: BB I APPROVED BY: ATE: 12117101 SCALE: NTS DWG #fLEXD027 SHT I 13F nn...•r .ca .r wTl w rwrrWrfO r.. ?Nf 75A MNURNATinmAM PYVY WMIE 2W. HEATHRDW. FLORIDA. 32746. 407-805-0365 FAX 407-805-0366 NOMINAL DOOR SIZE AND CONFIGURATION 4068 XX, OX, XO 5068 XX, OX, XO 6068 XX, OX, XO 8068 XX, OX, x0 10068 XX, OX XO 5080 XX. OX, x0 6080 XX, OX, XO 8080 XX, OX, XO 10080 xx OX x 5010o x X, Ox, xO 60100 XX, Ox, x0 8010o xx x x 9068 OXO 12068 OXO 15068 OXO 9080 OXO 12080 OXO 15080 OXO 90100 OXO 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 XXX-X i00I00 XXXX 120100 XXXX 160100 XXXX 8 SCREW INSTALLATION ANCHOR CHART DOOR SIZE 48 X 80 60 X 80 72 X 80 96 X 80 120 X 80 60 X 96 72.X 96 96 X 96 120 X 96 60 X 120 72 X 120 96 X 120 109 1/8 X 80 145 1/8 X 80 181 1/8 X 80 109 1/8 X 96 145 1/8 X 96 181 1/8 x 96 109 1/8 X 120 145 1/8- X 120 106 -5/8 X 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 t/8 X 96 143 5/8 X 96 191 5/8 x 96 119 5/8 X 220 143 5/8 X 120 191 5/8 X 120 Il 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 ( 46 PSF TO' 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 10 10 12 12 12 14- 14 14 16, 16 16 12 12 12 14 14 14 16 16 16 12 12 12 14 14 ' 14 12 12 12 14 14 14 16 16 16 12 12 12 14 14 14 16 16 16 12 12 12 4 14 14 12 12 12 14 14 14 18 18 18 12 12 12 14 14 14 18 18 18 12 12 12 14 14 14. 18 18 19 12 12 12 14 14 14 16 16 16 12 12 12 14 14 14 16 16 16 12 12 12 14 14 14 16 16 19 QUANTITIES IN EA. JAMB UP TO 46 PSF TO 61 PSF TO 45 PSF 60 PSF 70 PSF 8 8 8 8 8 8 g 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 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 8 8 8 g 8 8 8 8 8 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 12 12 i2 12 12 12 12 12 12 QUANTITIES IN EA. HOOK STRIP UP TO 46 PSF TO 61 PSF TO 45 PSF 60 PSF 70 PSF 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5. . 5 5 5 5 5 5. 5 5 5 6 6 6 6 6 7 6 7 8 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 7 8 5 7 8 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5• 5 6 7 8 6 7 8 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 6 7 8 6 7 8 6 7 8 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 7 8 5 7 8 5 7 nAi ANCHOR NOTES: 1> FOR MASONRY OPENING W/TWO BY WOOD BUCK USE SAME ANCHOR QUANTITIES. FLORIDA EXTRUDERS INT. IN. SANFORD, FL. T17LE: SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS ENGINEER: DRN BB D4'F' 12/21/01 D1SctPUNE: CIVIL scALE: N.T.S. D1G- Nm F-LEX0027 FL. REG Na A-71Q:) — REV. LETTER! SFEET• _ , ro PLAN: 19; VANGUARD/ FOX & JAGOB GENERAL NOTES I. DO NOT SCALE THESE DRAWINGS: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING WORK. 2. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB -CONTRACTORS. EACH SUB -CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER QUESTIONS PERTAINING TO THE DRAWINGS AND/OR SPECIFICATIONS. 5. IT 15 THE INTENT THAT THESE DRAWIN65 BE IN CONFORMANCE WITH THE 2001 FLORIDA BUILDING CODE, AND ALL APPLICABLE LOCAL, CITY, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK. 4, ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE OF WORK. 5. ALL 54"X22" AND 36"X24" PLANS ARE DRAWN TO SCALE 1/4" = 1'-0", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/5" = 1'-0". ALL f'IXII PLANS ARE DRAWN TO THE SCALE 1/ 5" = I'-O", EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/16" = 1'-0". DE5K5N PARAMETERS BASIC WW SPEW = W MPH (FASTEST MILE) 110 MPH (3 SECORD GUST) WIND NVIORTANCE FACTOR • 1 OWND EXPOSURE CATEGORY = B APPLICABLE NTER rUL PRESSURE COEFFICIENT t 0.18NCLUDED N DE51GN WND LOAD) DESIGN WIND LOADS - WALLS +22 , -18 PSF ROOFS + 20 , -20 PSF 30 P5F AT OVERHANGS) ORLANDO DIVISION SHEET INDEX SHEET NO. SHEET NAME C - COVER SHEET Al - FOUNDATION PLAN, FOUNDATION DETAILS A2 - FLOOR PLAN, INTERIOR ELEVATIONS A3 - EXTERIOR ELEVATIONS, TRUSS LAYOUT A3. 1 - STRAPPING SCHEDULE A4 - ELECTRICAUHVAC PLAN, RISER DIAGRAMS A5 - LINTEL DIAGRAM, LINTEL LOAD TABLES Sl - STRUCTURAL DETAILS S2 - STRUCTURAL DETAILS SP - STRUCTURAL DETAILS FOR OPT. CVD. PORCH VANGARD & SIKRISAME ENGINEEREDBY: FOX& JACOBS ENC31NEERING Hones IA W re Y nmX I E a x ry: Z EE U a 30 WNs w xDC l W 0 U j c Y I.._. fill wJ i t9 ' co # i is pp ( i b1c 6w=q: W_ 19drs== by. d"wrde=i CMcl d bar "wr del. 01-2-01sheet M Y 2004 C m vAVORW OVOt TREATED OUrPACTED FILL Cmu 2 / 5 BARS A--"- MONOLITHIC SLAB - CMU ONE STORY W.7YILSV1 WW ill Zx Rzx 47tA)S • if OJ: otot t'o'nAa9r, O.ER 71MATM COMPACTED RlL O/t/Mb Q 3T a/C 76' MONOLITHIC SlA8 - FRAME ONE STORY NON LOAD am. WALL ovETtM BARKER 3 ,/2' 1 / 5 NEHAR COW. OVER TREATED COMPACTED FILL W/nBFItliE51i - 3 1/2' COW - VAPORVOVER6 MILAPORBARRIER 1 / 5 REBAR CONT.W/nearom w 1 15 REBAR CONT. OVER TREATED 6 MILBARIUM COMPACTED FILL OVER TREATED GRADE COMPACTED FILL THICKENED SLAB NON BEARING DEPRESSED SLAB DEPRESSED SLAB X ® ENTRY - CONC. PATIOS i NON BEARING SHOWER Z NON BEARING ® GARAGE 25' TIN. LAP CORgR BAR OV 5TD. HOOK 5 BAR 5 HOR1Z BAR DCfifTOPGCADUFZSE WA • 5 CHAIR BLOCK LINTEL BEAM REINFORCING CHAIR BLOCK UNDER FRAME L ANCHORAGE TAPCON: BLOCK TO EXT. FRAME SHEAR STRENGTH CONNECTION CTYP. SPAGA4f J TAPCON: 3/16' 012. O.C. EXP. BOLT: I/2' o s6' o.c. J-BOLT: 1/2- 0 48- O.C- X TEST REPORT / 150-20066/ PROFESSIONAL SERVICE INIOUSTRIESANGSEE MFG. SPECS. FOR BIT SIZES do TECHNCAL INFORMATION. T, EXPANSION BOLTS: i T RAWLS SHEAR STRENGTH ANCHOR ANCHOR UGH7MEIGHi DIa EMBEDMENT HOLLOW BllN3( 1/4' to75 tBs. PRODUCT LOCATION EMBED a MM. EDGE ALLOWABLE ALLOWABLE w DISTANCE PULLOUT SHEAR RAWL-BOLT yA y 2.5 Y 1.5- 761 LBS. 1765 LOS. RAM -BOLT OONCREIE 3- 1 2' i-5 1831 LOS. 2537 LOS. a UNTEL FILLED H/ N5 CONT al i V13ZTCI L rz®•R SEE PLAN SINGLE COURSE UNTEL 3 =1 DETAIL DENOTES PIPESTEMWALL DETAIL DENOTE6 PIPE SLEEVE SHALL BE PASSING TWIPRC GH FO( 2 SIZES LAFR3ER THEW StGROUTED80LIDPIPEPA66W.a 71dZOU544 r uARO PIPE ^ / pI SEE F-OAHDATION PLA lFORREBARGNANT11 = , 5 REBAR WM484 FOOT/4G `i ` CONCaRETE FOOTIER W/ 25• MN: SPLICE OVERLAP (SE SIZE) FOUNDATION PLAN TYPICAL FOOTING DETAIL MONOLITHIC. FOUNDATION DETAILS v4•.ro• MAXIMUM SPAL{N6 OF FILLED EELLS 1!C,F=TEO rR 1 S THAT CAR RESIST A I00 MPH. LOAD EJESISH WALL P T = 22 FIEF FIA)OhEH ALLOWABLE TENSION ON HOLLOW F_O1RE UA41TS 6 25 P-51 - ALL- 531 TABLE IOJ SECTION PF PBZTIES 8' PARTIALLY GIROUTEO WALL = 95AE' MAEONARY STRLTURES ALJJ M - MM /B. 5 = W-L"2/ 8XF = .43 .1 = CIA Fr. USE 8'-0' HORtZ- SPACRF - a-4' I:EILIl6 MAX iT5 = IV USE W-13' MOML SPACR6 - t0'-E7• TD 12'-' CEUW. MAX USE 6'-O' HORIL SPPCf6 - 2'-B• TO 18' CELR6 MAX 1 Am Lwrm W N A5 CON. a r-4, 1ST (-/- 8 TEAS si1aLTIRE NAS ®I DE=3H1 TO BEEF Di OC:EM TIE 10 MPIi 3 SfiOINO E11 i15 9-00 LOAD JMEMREI T OF TI4E FLUaL3A 9ALONCi CODE 2m. 11 OPTKV(L W X 42- X 4TMW- PAO a i rcIw x 42' x ' COIL. PAD SWALL BE IRES LA R TTRAN E PA551NG THROU'-H ea X HICKENED SLAB UNDER 3 VIRIC$ i- 40-O' PATW Fi.R 4'-T b'-8• 5'-ID' i W-Ir b'-T 13A6• 1 E t--------------------------------------------I I \\ THRESHOLD D G I I \\ I 1 \\ l 1 \t FOUNDATION SLAB .NOTE I t \\ powGONG. SL { 1 \t\ Lnv OVER 6 ML VAPL7R'8/k12R113t q4 { RE515YANT TREATED K.L. OR { I \\ 12PT ® ' RSGRIAT 2' SYSTEM (TYP) 1 LAV f I \\ I \\ t I t\ I \ i \ \ I to t x 1 I \\ G I 1 \\ ® 1 I \\ Lr I I \\ I 1 \\ I I \\ 1 I \\ IIW it 1 I 11 I 20'-3 B/16' \\ I O 11 i---------------------tom- f x1— TO — z.' F%C C/K'E CONDENSER WVARIES GARAGE µ A FOUNDATION PLAN TM—L&ATUNWONLY LINTEL a GABLE 3/4' FECm EXIBD FIE, r w'SV.YOC i 1 1 I I i I i I Y o'-o 1 I I OOI ELE LINTEL a GABLE 1 END DETAIL 5HEET 52 1 ELEVATIONS A' t V I 1 I rII GARAGE Ionm Z - j oId ExIM 4' 1 1 No 2m m3/4' J r' ARFS xAG-- 4) Q fv $a1 1 RRI A7lI@ PARTIAL FND. PLAN G' X E INEERIIVG vv.w 3'-4• 4 r..• V MONOLITHe, FOUNDATION PLAN5 43M E 1•AT10 w/ FOm l7ErlU to O o " aa o c z Ro 10 a 3S U COL O FL li Z J vaw Z0 OZ ZQO mZZ OZ) LL p LL LL: 6: w l6 t 1 i . Al ot 16 T. CPT -;bF AT an. YA4rtY n INTERIOR ELEVATIONS Uffl OFT. 10 If® a u , 0MIM LOCAPao 111 M a AC PATIO I o' t7Q_ETE x r-r b' ill 25SF1 (aZt/ -2W 6M56 ZI/ - 2E7 14'- b• a b' 3/ ' Ib'- ILL. S• 1 -----; i n F-M. EDROOM Toa GRE AT T OM _ » drur C —_---- RI lyV7Ei T v i Id" X14.1ILE p•-b VT' pr- p -.l !w 1 Y K TGHEN ry BEDROOM 2 rV _ e'raver j o a " ry B TH I • r way I T5 b 0' UI N in i=jy Ze.ba IREPL. I R- ELEV. ry y 5 5H N'-3• = t if ry m-T In• c ry o ry 1e 9'-I VT• = ry ry TlON9 e DINING BEDROOM 3 r 5 e• FLAT d Mr 161 yBII. b8F I e i VR YI vaxT so IB'- I V4' a: i eIFLAr N P% i.A iFoX X L ^_— / \ ry NOTE: AIR HANDLER TO HAVE . of 4• cLEaRarrcE ON Q•-4 u4• ALL srDEsAveENctosuRESPACE ".A- LeLL 9E hWi Q" WIDER TiIAN APPI-IANGE 5''-T Vd', GARAGEt1----w --- FOYER ?eves e' FLAr fAeBFP0.I FLOOR LANie A V44P-0' BEy:y-p,( #TO' FLAT ALL eTICC1W L GOOD 1FJDEPA w e[ vaeae r x s vaEee 3 X6'8 onwnee Ne20'-0 3741 9 0211 -237 Q'-0 3/4• ENTRY SEE FOUNDATION PLAN FOR m ae 02V -28) FILLED CELL LOCATION. t6'-0• X l'-0' O.H. 6.4R. IA2-f 19/ - , f•Iv/ - zai s r-m• _ - __ — r-m• • Ifllllili d Ars.cwwu PARTIAL FLOOR PLAN 'G' a•FLAr Vs•=ra- 73) Q'- 0 3/4• NOTC 9 EN Ri 0 2fki A7= FRAreWv15Toeesu7• uarss onewwse Nrn®. a e irac f•21/ -287 AREA CALCULATIONS (`'` V -2W neM! Panvt eeu w 2'-0' ea GEVJ 15T FLJt LIYIN6:: 1928 5F b'-8• y A 426 SF r-0' ' -, Ib'-e' r-0• 5•-a t;'-r p7,t5pVi IMG COVERED ENTRY=' ' 2-I SF a,I",,,, a" TOTAL: 238E 5F FLOOR PLANS IA t o r fj AC PATIO I o' t7Q_ETE x r- r b' ill 25SF1 ( aZt/ -2W 6M56 ZI/ -2E7 14'-b• a b' 3/ ' Ib'- ILL. S• 1 -----; i n F- M. EDROOMToa GRE AT T OM _ » drur C —_---- RI lyV7Ei T v i Id" X14. 1ILE p•-b VT' pr-p -. l !w 1 Y K TGHEN ry BEDROOM 2 rV _ e' raver j o a " ry B TH I • r way I T 5 b 0' UI N in i=jy Ze.ba IREPL. I R- ELEV. ry y 5 5H N'-3• = t if rym- T In• c ry o ry 1e 9'- I VT• = ry ry TlON9 e DINING BEDROOM 3 r 5 e• FLAT d Mr 161 yBII. b8F I e i VR YI vaxTso IB'-I V4' a: i eIFLAr N P%i. AiFoX X L ^_— / \ ry NOTE: AIR HANDLER TO HAVE . of 4• cLEaRarrcE ON Q•-4 u4• ALL srDEs AveENctosuRESPACE ".A-LeLL 9E hWi Q" WIDER TiIAN APPI- IANGE 5''-T Vd', GARAGEt1----w --- FOYER ? eves e' FLAr fAeBFP0. I FLOOR LANie A V44P-0' BEy:y-p,( #T O' FLAT ALL eTICC1W L GOOD 1FJDEPA w e[ vaeae r x s vaEee 3 X6'8 onwnee Ne 20'-0 3741 9 0211 -237 Q'-0 3/4• ENTRY SEE FOUNDATION PLAN FOR m ae 02V -28) FILLED CELL LOCATION. t6'-0• X l'-0' O.H. 6.4R. IA2-f 19/ - , f•Iv/ -zai s r-m• _ - __ — r-m• • IfllllilidArs. cwwu PARTIAL FLOOR PLAN ' G' a•FLAr Vs•=ra-73) Q'-0 3/4• NOTC 9 EN Ri 0 2fki A7= FRAre Wv15Toeesu7• uarss onewwse Nrn®. a e irac f•21/ -287 AREA CALCULATIONS (`'`V - 2W neM! Panvt eeu w 2'-0' ea GEVJ 15T FLJt LIYIN6:: 1928 5F b'-8• y A 426 SF r-0' ' -, Ib'-e' r-0• 5•-a t;'-r p7,t5pVi IMG COVERED ENTRY=' ' 2-I SF a,I",,,,a" TOTAL: 238E 5F FLOOR PLANS IA t o r fj lyV7Ei T v i Id"X14. 1ILE p•-b VT' pr-p -.l ! w 1 Y K TGHEN ry BEDROOM 2 rV _ e'raver j o a " ry BTHI • r way I T 5 b0' UI N in i=jyZe.ba IREPL. I R- ELEV. ry y 5 5H N'-3• = t if ry m-T In• c ry o ry 1e 9'-I VT• = ry ry TlON9 e DINING BEDROOM 3 r 5 e• FLAT d Mr 161 yBII. b8F I e i VR YI vaxT soIB'-I V4' a: i eIFLAr N P% i.A iFoX X L ^_— / \ ry NOTE: AIR HANDLER TO HAVE . of 4• cLEaRarrcE ON Q•-4 u4• ALL srDEs Ave ENctosuRESPACE ".A-LeLL 9E hWi Q" WIDER TiIAN APPI-IANGE 5''-T Vd', GARAGEt1----w --- FOYER ?eves e' FLAr fAeBFP0.I FLOOR LANie A V44P- 0' BEy:y-p,( #T O' FLATALL eTICC1W L GOOD 1FJDEPA w e[ vaeae r x s vaEee 3 X6'8 onwnee Ne 20'-0374190211 -237 Q'-0 3/4• ENTRY SEE FOUNDATION PLAN FOR m ae 02V -28) FILLED CELL LOCATION. t6'- 0• X l'-0' O.H. 6.4R. IA2-f 19/ - , f•Iv/ -zai s r-m• _ - __ — r-m• • Ifllllili dArs.cwwu PARTIAL FLOOR PLAN 'G' a•FLAr Vs•=ra-73) Q'- 0 3/ 4• NOTC 9 EN Ri 0 2fki A7= FRAre Wv15 Toeesu7• uarss onewwse Nrn®. a e irac f•21/ -287AREA CALCULATIONS (`'`V -2W neM! Panvt eeu w 2'-0' ea GEVJ 15T FLJt LIYIN6:: 1928 5F b'-8• y A 426 SF r-0' ' -, Ib'-e' r-0• 5•-a t;'-r p7,t5pVi IMG COVERED ENTRY=' ' 2-I SF a,I",,,,a" TOTAL: 238E 5F FLOOR PLANS IA t o r fj ea GEVJ 15T FLJt LIYIN6:: 1928 5F b'-8• y A 426 SF r-0' ' -, Ib'-e' r-0• 5•-a t;'-r p7,t5pVi IMG COVERED ENTRY=' ' 2-I SF a,I",,,,a" TOTAL: 238E5F FLOOR PLANS IA o r fj NOTE: SEE TRUSS MFG.'S ENGINEERING AND LAYOUTS FOR TRUSS -TO -TRUSS CONNECTORS ROOF TF4i88 ANC44 AGE: Nam U USE (V TYPE C' (OR ALE TE) FOR 1RU86 r0 FRAMEUW_LOR BEAM CONEGTION IMF.86NOTED 017#1 SE (UNOJ 2) V fDO E TIE) FOR TRUSS TO BLOCK 3) USE 640**-N (OR NTERQLY aE6DLE TIEFOR ALL JOIST HANGER f3 , (IM x 3 VP PASELODE CAN NAIL TO FASTEN JACK TO HIP MCI) 9) GABLE TRCMMS REQLRE (V TYPE 'A' OR (U TYPE •C' STRAP AT 18' OiC . 4POW OF TW O& 6Slil7b4iRUSSE6 SI{N.L BE EITFER C, N EGTED OE .A b BOTiO,t'1: MA,DDR1Gif TO dIFERrR4PpRIC. oNPFJ4l6. S Y, 4x1 008TS R£Q t2YSP4•e ON EA/L''fi @ib. 4X6T?OBTS "REdU1 E (3)-SFW* QN EACH END. l) BOTTOM1110.E OF MfSISTwum sw Q-8 664ALLBE ETTNER NEATLY tlRMF'EDTft)ER DOUBLETOP PLATE OR FEATLYFASTED TOVERTICAL0700 OR POST DEPENPINd, CN ALKA:tNT OF CARDER AND STUDS OR POST BELOUL 19 53 I. ROOF TRU55 LAYOUT ' 13' 4 'G' SEE P06T STRAP ON Ist AND— FLR PNEUMATIC EQNVAI.EW MAY BE SUBSTITUTED FOR MAND NAIL DESIGNATIONS" HAI VALLI 06A• S ON1NAr1OFlAlDESKI SPECFIC4TION5 FOR WOOD GOffi' I1:1GtI0N FRO T TABLE 8De - WA" AND SPUMS - LATERAL LOAD DESIGN VALUES' NAIL IIHEAR VALUE ( b.J SdI.w TOd USA I6d14S. d g 53 0 0 m 0- FRONT ELEVATION ' G' STA- 30 '0'STRAP Q56 ac 131 TAPC. ONS ( TYPJ HALF COLUMN DETAIL HALF COLUMN DETAIL TOP OF CEIG't• EY T AL T 3' ABOVE H T POWIM IT P TI- m ROOF NiNAT LE ' 14r: d-ER THAN ANYT1 E ROOF OR BUILDWs U ' HORIZONTALLY. LOADING: FIBERGLASS SHINGLES SCALE: NTS MEAN HEIGHT: 15'-0" WIND SPEED: 100 M. P.H. SPACING: 24" O.C. DESIGN BY: CM DRAWN BY: KSB 8- 0-0 PLATE HT FtOGF PRCiI TC LIVE: 20 psf r- Q TC DEAD: 7 psf 8C LIVE: 0 psf GC DEAD: 10 psf TOTAL: 37 psf DUR FAC: 1.25 OPT.+ + ----- C01PO51TE RIGHT 51DE ELEVATION SCALE: V<' . Y-O' SCALE, If$' . r-0' 0 0 OFF RIDGE VENT CEMENT MCTUl2ED p--------FM19H ( TYPJ LEFTSIDEELEVATIONSCALE: VS* . r-0• O \OFF RIDGE VENT 1G0' 1P06iTE SHIFYaLEB ceMxt TEXTUREDQ FINISH ( TYPJ I T] 6CALETU.S. -- -= ------ SCALE: V{- • T-0 rr) { S BRCi4 t""" ON cm m BLOCK ExT. fYP) U Z D 00 0 I W VJ J ( n WW N f... w W ~ LL o WO Ir LL W J is 6' Oil GABLES(TTPJCN Q tUf co i; v- f ZZEEbr-d'- d-1w dEE 91?26T any sheet: A3-c2' 5iAPPIN& 5CHE17 ULE 5`r PRODUCT CODE DESCRIPTION COMPLIANCE LISTING FASTENERS DE516N LOADS (LBS) UPLIFT MAX. DFL/SYP 5PF A META18 CONCRETE STRAP SBCCI 9603 1 f 14-10dx1.5", 2 ! 10-16d 1500 1495 8 H5 HURRICANE CLIP NER 393,422,432 4-8d, 4-8d 1485 455 265 C MTS16 TWIST TIE NER 413 14-10d 3116 1000 . 860 D LSTA30 STRAP TIE NER 413, 443 22-10d 1670 1670 E HUS26 SINGLE FACE MOUNT HANGER NER 393 14-16d & 6— 16d 10000 1550 1110 F HUS26-2 DOUBLE FACE MOUNT HANGER NER 393 4-16d & 4-16d 8033 1080 775 ML MBHA3.56 7.25 MASONRU HANGER 8" SBCCI 9603 18-10d, 2 ATR 3 4 xx 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 HDBA HOLDOWN TO 3" WOOD NER 393,469 3 7 8"0 A.B. 28667 6465 4650 Q SP4 . TOP PLAT ANCHORS 4X NER 432,443,499 6-10d x 1.5" 2917 735 530 R SP6 TOP PLATE ANCHOR 6X NER 432,443,499 6-10d x 1.5" 2917 735 530 X HGT-2 HEAVY GIRDER TIE DOWN NER 432 8-10d & 3 4"0 or LBP 5 8" 0 28333 8665 6485 AA BC4 POST ANCHOR & CAP 4x4 NER 421 3-16d & 3-16d 3100 980 700 BB BC6 POST ANCHOR & CAP 6x6 NER 421 6-16d & 6-16d 4700 1050 750 CC BC46 POST ANCHOR & CAP 4x6 NER 421 6-16d & 3-16d 3100 980 700 GG HTS20 HEAVY TWIST TIE NER 413 24-10d x 1.5" 4430 1450 1245 If jHD2A HOLDOWN TO 3" WOOD NER 393,469 2 5 8"0 12150 2775 2000 MM HETA20 HEAVY CONCRETE STRAP NER 393,469 21ply14-10d 1735 1495 LL HHETA201 CONCRETE STRAP NER 393 469 tjpjy14-10dx1.5", 1 117-10dx1.5", (2)ply 15-16d 2130 1860 00 MTT286 HOLDDOWN INER 393 432 24-16d AND 5 8" OR 3 4" DIA AS— 4455 4455 co 1Gs Jwi O "=i i 4tiOa rlt a.r.euxa swssxa...e., ereeer_.w.. ar.c o+azot s I eet A3.1 2 i 2 I 1 1 I I t 12 2 2 6 b t 1 6 15A VP SUB-TOTAL(WA 1sL VOW WARMIAMER AC. 30M W4 TOTAL 2IB2-240 WATTS TOTAL LOAD SERVICE SIZE n tu o W RAWzE Sri Wm W A MLO DRYER 10/3 W9 PALL SMALL APP. 12/2 W34BARE Gkt1. LKsWW. CIR W174 W% TO PM TRANS S' GROtND ROD 1925 ELECTRICAL RISER DIA6 I5O A 4 MARE SERVICE KTS. ELECTRICAL LEGEND L4 RMIC IOA 2/P 8 ID ow M TmaT @wAM w T mvw —0T, moo" Down I ( Sire pR2 30A 2)P 1® 5bO0 a 2m %vLn w Mae wwn oPrauL rc torwr;aw 1 SIR 6'4'X w Dt5l etaSFER 20A VP Q 110.7 Nt OMMOMT ® o•w o TAM t CaNG PAtID • a CTERATOR 2oa YP Q 540 —0w •° wvnw x\ ATW W POOLPvecri DISPOSAL 20A VP Q 540 -• 4 MT 5 -0s ooaa eet R I0A VP 6aD0 w+ a MT sTna 9MALLAPPLIANCE 20A1R O 3000 ¢ ocv4cRr•Tuarr 8 °0° ----- ---- '---'------ r xLpY, 6A 6P µ5t35O # woo uoa ® stia¢ otTrciaw ac wwrt 5nC3 n 1p1a6 Lj GARAGE DOOR OPENER 6A VP 14 ET00 .. wraie rRaor {® snx xaeroc Mtt ra•rt 11/j p PADDLE FANS (tbl t4 500 snoww wwn ® ,••K, ea "' q n GORES x FUMM p As PA14L M. BEDROOM ! er g g Znomua+rs VYc9.Nw wPRar Vh—Ilzz) c W.I.C. X4 VCEX.MFA;tMJ $ gS c wsasa ® GREAT ROOM U O `M TO BE vne t35 v--- -LM owe T, Sm OPr. KW 6VJP / tt5) 30130 V*w 16k6 V nQV AT t00 C IOp00 WATTS \\ Y Z Q Q 40; 8 16 WATTS `.\io) 5 i Q Q r J W 3 00 WATTS BEDROOM 2 ` 6• I J _ y KITCHEN ` Q AMPS 88.13 Ahif'S cELRY Taw PcoPu ) I B 1 U —J rrnn LL Q V60At" i RAWE I U Z 5Eblox ' P. ' ---10 Omc2/ 0 SER GABLE V `^ W V G LL! R RtG -- DINING W 2• V.TR 2• VTR IVr IW. LAv I Le r VTR 2 3' 3' r To 2' 3' C 6H 0MLw r AY .. Lt 3' K6. 3 3• r 2' 3, 3• Q4 Itt 3' r 3' 1128 PLUM51146 RISER VIA& nTS. t i T® tEtNG T,wP uwrroPrj i EAU 4 1 ; b• b35 BEDROOM 5. t i rt3rt b -m ^ flfIF' IIIit5• I LL \ / 4 W wif x\ J H LIVING tl'% H' Y/9 lj 40, xFFUM ar a.r r X Q PL.Dix 24 x IB RAG cELw Taw rT roPu E it PnT----- PST . 1 PFAtic HL---- (, sit t AIRK4CCEh TO RAVE co CLEA#ANCE ON— Nip ALL S Mq M CioSURE f s 6PACE eFtaL eE rnt Q• y jF t WIDER APPLuwce1W I 8 GARAGE cELWF wj Sri ro AM DOM HAVE AN BEDRM #4 R-6 M L V" ENTRY 30TCN24ft) PH5KIIHP dsTipW by. ri trwnby.6r" desip dwdad b)! awvNOTE- SEE ATTACHED 14VAC FOR ELECTRICAL PLAN +_ CORRECT MAN, DO NOT USE sheet HVAC YOUT ON T1416 ETON T1416 ET. 4•'I A4 O. t^3T-t4lWflWXXXX LINTEL SCHED. LINTEL NO. LENGTH I TYPE COMMENTS L 1 ll'-4" 8R2-lEVIT ALLIED LINTEL.- A-13 L 2 8FI6-tElAT_ ALLIED LINTEL. A-5 L 3 8R6-IWT ALLIED LINTEL: A-5 L 4 1--b- 8FIb-IBAT ALLIED LINTEL: A-5 L 5 4'--B' 8FI6--0SAT ALLIED LINTEL, A-3 L E3 8FI6-IWT ALLIED LINTEL, A-5 L I 5FIb-IBAT ALLIED LINTEL, A-5 L 8 I'-B" 8REORAT ALLIED LINTEL: A-5 L 9 4-b 8FI6-08AT ALLIED LINTEL: A-3 L 10 4--b' 8FI6-OEYIT ALLIED LINTEL: A-3 L 11 4-6- 8FI6-OBIIT OPT. GAR. SVC.- DR.; ALLIED: A-3 L 12 4I-F. 8RF14-0B/IT ALLIED LINTEL: A-3 15 REWR AT TOP MK (1) WQ*C> 1-1/2* CLEAR r-M.U. cAq= Sf EBAR AT BOTTOM LLEV WITHGLUTU UNFILLEDOFLWELCAVITY aWMrr OF -, REBAR ATBOTTOMMtr-ORC*V. BOTTOM OF LWEL CAVITYPROVOEDINLWEL VARIES) F F 8"NOM04AL UWTW 8FI6-IR/IT NOMINAL UDTW J J LalAWITY OF S NOMINAL. "EvlW RE5AR AT TOP TYPE DESIGNATION L 9 L 10 L 11 L 8 L 7 -L6 Wt 10 -tj• ..NOTE: NO TE: NOTE: 0 DOUBLE LINTEL Lm GABLE8FI2-IB/IT 8RFI4-0B/IT8Fl6-lB/IT 8FI6-OB/IT DOUBLE LINTEL GABLE rDOUBLE END DETAIL SHEET S2 END DETAIL SHEET 52 LINTEL SECT IONS ELEVATION 'A' ONLY TEELEVATIONSW&TY 0 CAST-CRETE SAFE LOAD TABLES MATERIALS ` FOR GRAVITY, UPLIFT & LATERAL LOADS 1. ft paast Mlels = 3500ps1 2. ft p-estressed IRItelS = 6000 Ps. rtmanmgf0w 4. +" ts ( 00 perA M w/ hrltmm net CteQ stf8fgtlf = F1O0 Retar pvvded I psrst Intel per A9TM Abt5 BRED.- Fleld reta per ASTM AE315 BR4O or EA%Cl. 6. S& d per ASTM A416 erode 210 l04 t nn. 1/3Z wre per ASTM AStO. 8. ticrtrr per ASTM F_ j3E M or 5. GENERAL NOTES I. Firwid= Full inartlr bend and bed Ants. 2. Stare filed lintels cis required. 3. Istalk*in OF Intel must ralipil "Mi the architectural ad/trshttttraidre«tres. 4 L"' eIs are ricraifcctlred with 5-1/2" " notches at the efds to accdmodate verticol cell renForcng and Touting. 5. All lintels meet ar e:w-eedLGMvertwl deFfectlan, except lntels 17-4' and IaKJE!% with a nanrnl heq t of 8' titeet Or exceed LA80. 6. Elottorn field a lied tebcr to be located at the tlottan the Irttetcizvl[y. i v32• dlaneter wit st"VP5 are welded to the tl7ttlin steel for 8 Cost- n-placerete may be provided n cort}nsde Intel In lieu of concrete inaso i-y units. 9. Safe lacd rcZr %Sed rn rat" vl design aatysls per ACI 318adALT530SAFELOAD TABLE NOTES 1. All vokes tL15ed an mnman 4' becs rig. Exception: SaFe loads fir Wined Irttels mustberelivedby20% if bettrng length is less than E,1/2". Safe loads for all recessed kiteis based an $ rrntrtal bearng. 2. N. R. = Not Rated. 3. Safe loads Ire total 51 imposed allowable lloable loadOn the section specified. 4. Safe load ttaned on grade 40 Or made 6O field retnr. S. AckJitionol lateral load ropocity con be obtained by the designer by providing addio of renfamed mosor" above the precast Intel. 6. One 41 , =W nay be st65titufed for two 05 reblars in 8" Inteis arty. 1. The deserter may evaluate concentrated loads f. - the Safe load tables trl colculatng the maxvilm res15tng moment and shear at d-owioy from the face of Support. 8. Far composite Intel he is not shown, use safe toad From next lower heaght. 9. All safe hods In units of potrds per lineor fact. NOTES: 8" PRECAST W/ 2" RECESS DOOR U-LINTELS GRAVITY IBt TH aim4'-4' ($ 2•} PRECAST M89 19N 3 2982 9954 012% 9904 6eeO 1827 34R 4te2 6TII V;'n 946 IDWS 4'$' (54) PRECAST 85i 2182 214 3fi00 44M 535 62rr4 fly 34R 4482 6412 In 946 081e 5'$" (W) PRECAST 185 IWO 2rn8 2Yb BITS 3ff a53 7162 4(Tt4 Fa412 556 504 6834 9-10'( 77) PRECAST M5 1'R MW 1449 MZ4 2400 MM 3352 Urn 33511 SM I &M ebb SM': 640. V-8, ( 80) PRECAST ea 9O1 1611 2933 25S 3223 36't2 45229a1 6T12993: 4W 6IM eM 6•t11 l'$' (90') PRECAST 665 tom rM 2252 FES 2451 2144 3439 164 an 2929- M09 SIR iia24 5132 9'$' (LI6) PRECAST 431 4 Q53 01 B42 6t4> 1896 535 928 1491 2n9 26B 395 2u315 8" PRECAST W/ 2" RECESS DOOR U-LINTELS UPLIFT LA7I3- AL TYPE L84 5TH52') PRECASTeW4 158 24832b0 4aZ 4%1 ss2s 93Z 932(54) MM 317 40M 4® Allis PRECASTrM Z31 32t 3tM 4196 SM 853B63 r-4' W% 2240 MM 3531 4&0 5453 PRECAST IrIZ rM 2423 309E 3a9t 4ms(68') Sol182 I-W Z351 29M MM 42M PRtiAST M n42 2352 2%5 ra3 4l`'D4} 469099i6'0 22M2891 3491 406 80') PRECAST 882 1513 21342 25T3 301 9"2 100 T78 956 1468 1981 2339 3D35 3963,837 M.) PRECAST 6m 691 ez. i&O 00 228d219 3221 7A 9a Ge8 8a9 ran 7225 2690 35l I16") PRECAST SH• 433 808 1129 148 r0a R95 y6 614 533 52110043G9rF7BMJ882a5aREDLCEVALUE BY 15% FOR GRADE 40 FIELD REBAR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS GRAVITY aMltl 9E6 4CSM111 WM 14G 9m4 414V I8G 366 44M 66Ji R6 9 4 04M WM 230 m 4684 EOOI 135 f: arm9%'n 3rfa 44T3 F63f 104'R 113a4-008) PgP5T2005246: 3 'l 44M 540 t784 IWO grab 44- 8 W94 MM 9004 04V r136 4'-6' ($ 4•) PRECAST rat 8 .r322EMa 34® 4 4% 48% 44 2f10 411n 1S6F59% 0412 9MO 5'-4" tr 4-) (i2 A5T 1184 f el B229n 333a 3e46 Ei3 Z89i- 10<16 6424 fYaO 5'-Io•(' n i Pf2A5T 9l2 I® Ids! 1989 2'i27 36t1459 2, 1&4 Sf58 5 6@ 6'-6' C ) PREEAST 93T 1255 20 " 2146 3f7 4!M 1255 2101 S n M 69901'$' MD') PRECAST161024Eli`i944': 029 615 2m seam 6GB j041 9'-4" ( I12) PRECAST 632 14E9 tm. 1482 r54 2021 EB @2 m18 2544 34694® 3121 10'-61126) PRECAST 4nz. Lela azs gm N= ISM ism 4% rSe 10M 1, MI 2Ti4 31 2414 11'-4" 036) PRECAST 93 a M4 2M5 rF8 2O'6 445 598 M5 IM5 135 4. 2441 395 4Q44 97-OV44) PRECAST 414 6eA M14 ISo 90 m5 arP4 R54 We 22I 2e82 RM 13'-4'(ifio) PRECAST 3 421 7m oZ8 ED W.15 IZZ4 14N8 Ales T45 VT. 14M MM 2943 2920 144-Cl"068) PRECAST 3NG48 919 1190 N62 081 Also 33B 455 1m W3 ME 144 Z95 MM M'-8' p169 1; N.R. tit 1st OR IR 1R H2 tit 465 155 130 2t145 260 3185 3165 A84•/ P R N NZ WOR W W NR WL5"-4• 420 6% 1150 1855 23M ZM 34C 2W)PRE` N. R. tR IR iR IR H2 WE M2 30 sm 993 MM lead 2MO Milo i9'-41 (Zar) PRES NR. WIR W NZ OR NZ zoo 4d0 150 KM 14d0 11m 2030 21'-4• (2W) FRE5 HR R PR tR tit rR rR W 60 940 640 I1® MIC 22'-0'(264•) PRES>RE55E N.R.00 st tit Mt R m tit 380240 S D8101250WkOR1024'-0'id88' jPRcS H.R. PRtit NR tit NR W IR 470 120 10M 050. G0 REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR I NOTES: IALLIED LINTEL TABLES MATERIALS 4 INSTALLATION 1. ream n preco5t Intel CRECI per ASTM A515 2. rebor n pared bean GR40 ASTM A615 3. ft for precast faitels =400 4. ft for Feld ctacrete=3000pso 5. cotcrete nasomi ants per ASTM C-90 nia-tair per ASTM C210 tpe M or 5 6. COICubtootn5 trl. Rld rd O. Newmcn, f E.. Riddle-NevnionEngineering Inc. I. stare all canposite intelz 44 0C- 8. all Eciposite beams calculated with fay n tap a berni 9. safe itbusedannominal8- becil 4' mouton). 10. all Ides shun n pounds per Into foot H. for lergtres not listed use next li,>rtjer length far safe load FIELD REEAR a5 GR 40 lu CMLL COW- RETE FILL W < a FIELD REBAR 05 ER 40 l-SB'AL ALLIED GRAVITY SAFE LOAD TABLE FOR 8- CONCRETE "U" LINTELS LINTEL NO. LENGTH 6'xe' IINFIILED 8"x8' FILLED 8"x12' FILLED 8"x16" FILLED 8"x20" FILLED 8"x24' FILLED 8"x28" FILLED 8"x32' FILLED A-1210" 6549 5251 10125 12000 120E70 12000 12000 120Oo A-2 3' 6' 3838 3958 5231 8552 11440 12000 12000 120M A-3 4' 6' 2081 1914 3361 4616 6186 1269 a601 9924 A-4 S. D. 1128 11380 1810 2483 3336 3913 4631 5350 A-5 IT., 902 1056 1844 2542 3294 4029 4190 5522 A-6 9' 4' 656 636 1112 1534 1994 2436 2902 3346 A-1 Io' 6" 489 483841 I110 1522 I851 2211 2556 A-8 11' 4' 502 6112 1125 15M 2002 2455 293 3389 A-9 I2' 8' 421 4859o0 1224 1604 1968 2%0 2121 A-10 134' 393 449 114 1053 1381 1692 2024 2341 A-11 lob' 342 313 690 938 IZ33 1510 1808 2091 A-12 148' 308 334 1 648 842 vim 1352 1624 019 A-13 Il' 4' 212 285436 lilt W8 98B 1188 1380 A-14 1944' 250 395 496 850 I35 1 1408 IEA8F180 A-15 20' 0' 225 365 413 184 1052 1300 15-0 98EN IMUS EM301 m LIDO a. Il]I ID© ID Co: 111 111 1 11® a r4 00000m: o>omom® o. rr W 0 W 0 VJ J W Z J I 4f4rV . b% r. d diaaa br. dmi• deliV, ctmcad btr. ~ da4rc 01-n - sheet A5.1 iaf: A GENERAL MOTES GENERAL : L L VE LOAD& ROOT 70Vsf FLOOR: 40pof STAIR 40pef 2. WIND SPEED W ph 3•ac, glob - 3, ALL WO:T< TO BE N ACCORDANCE WITH THE F8G 200E CFUIPTER Wo. 4, OFLY WRITTEN C14ATGGES APPROVED BY TIE 0* NEER SHALL BE PER•IITTED- GONCRETE : L ALL WOW, TO BE N STRICT ACCORDANCE LATH THE AG 310 Z. HD( msr-,% CIRMF;d. L: ALL CONCRETE TYPE I PORTLAND CE'ENT. (ASTM C 150) COM F; ESSIVE STFMrG H • 28 DAYS SHALL BE 2500 Z{Ge FORSLABSANDFOOTIYsSAND3000petELSETIFOLLWS- NTAXI'!t7 WATER-CF7IBNT RATIO BY ILEKaFTf FOLLOWS: SPECPED NOWAIR AIR - CO'PRESSNVE ENTRAINED ENTRAINED STRIE1NFTW (r.0 CONCRETE CONCRETE 25M 061 054 3OW 058 OAN3 SLLty-SLAB ON GRADE 5• OTHER S• WATER. - POTABLE CNLORVE - NOTE 3, rFeov E NORt'7AL WEIGWT AGGREGATES N COMPLIANCE WITH THE REZZAM'ENTS OF ASTH C 33. 4. FIBERMSH FOR SLAB To BE AT A RATIO OF _ t5 LBS-1YARD. FOUNDATIONS L FOOTING DESIGN BASED ON MWOIJM ALLOWABLE SOIL BFARWKG PRESSURE OF 7000 pef_ 2. F FOOTING ELEVATION OCCURS N DISTIIRBED)1NSTABM OR UNSUITABLETHEENGINEERSHALLBENOTIFIEDANDNECESSARYADJUSTMENTSBEI'b6DE PER I'" INSTRUCTIONS, 3. PREPARATION of TIE SUBGRADE TOFOLLOW RECOMIE RATIONS AS OUTLINED M THE GEOTECHNCAL REPORT. SOL, 4. STEPS N WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (V VERTICAL TO 0) WORIZOWAL 5, CAUTION SHALL BE USED W WE N OPERATING VIBRATORY Cor' ACTION EQUIPI`ENT NEAR EXISTING 5TFd1CTURES TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE. MASONRY L gE_ MATEROL AND W>71aa'fANSWIP SHALL BE N AICC'4RDA4NCE WITH TI-E ACI STANDARD BULDRNCG COD£ F•tfO11RENETNTS FOR CONCRETE N.460NIRY 6TRUCT _. ACI 530/ACI 530.1 2. CELLS INDICATED TO BE FILLED SHALL BE GROUTED WITH 30M pel CONCRETE. (8' TO 10' SLUMP) 3. PROVIDE 25• LAP FOR STEEL • ALL LOCATIONS. 4. ALL CELLS ADJACENT TO CORNERS, ETD OF SHEAR WALLS AND UNDER CChCBNTRATEO LOADSSHALLCONTAINVERTICALREMFOFCINGANDSHALLBEFILLEDWT4CONCRETE. S. CONCRETE BLOCKS SHALL COL•FOT3'1 TO ASTM C-W 128 DAY STRENNKTH 2O00 pet) (P-900p•I), LAD IN R1NNI•GG BOND. 6. MORTAR SWALL BE TYPE N. 1, ALL RE -BARS SHALL BE GRADE 40 UNLESS UN.O. WOOD 1, ALL WOOD FRWIING AND PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED, DETAILED, AND FABRICATED N ACCORDANCE WITW THE PROCEDURES AND REONREP'ENTS OUTLINED IN THE LATEST EDITION OF TWE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRICTION. 2. THE WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT — DFETJ'.GIONS AND LOADS INDICATED. ALL DESIGN SHALL BE IN ACCORDAWCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES ASSIGNED AND APPROVED BY THE BUILDING CODE DESGNI CALCULATIONS SIGNED AND SEALED BYALICENSEDPIOFESSICNALENGINEERARETOBESUEMTTTEDTOTWEENGINEERFORAPPROVAL.. 3. PERMAENT BRIDGING PERPETDIOULAR TO THE SPAN OF THE TRUSSES SHALL BE PROVIDED AS REQUIRED BY TWE TRUSS MANIFACTUIRER TRUSS MANUFACTURER SHALL PROVIDE STATEMENT TWAT BOTTOM CHORD OF ROOF TRUSSES ARE BRACED DURING UPLIFT CONDITION 4. FOR STRUCTURAL LUMBER PROVIDE THE FOLLOUING GRADE AD SPECIES : SOUTHERN PIE SURFACES DRY USED AT I^ MAX. K C. GRADE NO] OR SPFRUCE FINE FIR SOUTH GRADE N01 5, PROVIDE GALVANIZED METAL MANGERS AND FRA94C ANCHORS OF T1E SIZE AND TYPEIEE00WEIDEDBYTHEHANFACTRERFOREACHUSEINCLUDINGRECO?1ENDEO NAILS. MIUGINES COI•NECTOR$ OR EQUIVALENT) 6, ALL BOLTS USED FOR WOOD CONSTRICTION SHALL BE A MNfUl OF 1!7• DIAMETER AND S' IN L.EW.114 IASTM A-307) WITH HIM. 11/)' DLAM WASHER UNA. 1. PROVIDE FRAMING "alBERS OF SIZES AND OF SPACINGS WMIN, OR F NOT SHOWN, COtPI_Y WITHLIIITNGSTUDWEIGHSCHART. DO NOT SPLICE STRUCTURAL MISERS BET` EEN SUPPORTS- e. AVCW R. AND MAILING AS SWMK AND TO COMPLY VTM THE RECONlB•DED NALNG SCHEDULE FRCMTOESTANDARDBOLDINGCODE, LATEST EDITION. S, ROOF SHEATHING: 1/I6• OSB OR In' COX SEE DRABS FOR NAILING PATTERNS. VERIFICATION OF FIELD CONDITIONS : L COWiRACTOR SHALL VERIFY ALL FELD CONOiTiONS AND OWIMSIONS RELATIVE TO SM'E WERE TIER£ ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED N THE DRAWNG5, SLICK CONDITIONS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION AND NECESSARY ADJUSTMENTS MADE PER Hf8 INSTRUCTIONS. 2. FoR AW34OR BOLTS USE Mr-AES OR ECWINALBNT (A-36 OR A-301 STEEL) 3. PROVIDE 2X4 BLOCKING ON M1 SIDES OF THE RIDGE VEW5 WITH 8d NAILS AT 4' ON CENTER PlIURVA-Aw R-B NCUI_ e13EF AAWAOVEREEOVER6• 43L OVER VK' 6• FELT OVER TAB. 0:50, owLT V COX R-9 It511 OR Vr COX IWPOD iRISSE5 STRAPPED 7rVIl• AS %V CH Tale& AS SHOWN ON TRIM LAYOA ba ex. OVER DO CDR DO PS. OVER CDR OR CANT. ALU. FASCIA 1/!' OR1' L OVER 2X6 SUEFASC1A • ORYWfA1.L I R-H (N81lL OVER 2xb e"A6CIA T2 WV CDW_ ALIKWCCNT. AIM. TOP FrLATE VHeED 60FRTvwrA'Et DQ Ri3R YVENTEDeORR - OVERDRttHN.L OVER R-5 /Y#LATION HEADER OVER R-5 MUL_ W 5 BEAR FOR V-& OPBOr. WINDOW INK PRECAST WTN (U • 5 MOM WT EI MEACAR: LAIC UNO. 3EN bb FT OR GREATER 3aure I ONG •Scat BlaRF aVHR vfb•REFIBEa'ESH - 4 va OVER b FNL OVER 6 ML 06B OR V1• CDX OVER b ML VAPOR BARRER MASONRY FRAS OVER VAPOR BAR]" LL71 7X ROOD STUDS VAPOR BARRIER OVER TREATED CM BLOCK US DOWELS OVER TREATIbbG WF R-W MBIL 0011 ATm O'TCOHPAGTED FLL 1 CHI S40M LOCATIOJS S CAPAC:TED 2X P.T. 6M PLATE caNPAG'NiD FILL 1 ON F-OUDAT70N PLAN W/ Vl• X S' AB. 37. OAC J (. 74 E GRADE J. 2 • 5 BARB L ,L 7 •5 BARS •T=f 2 •5 BARS AW WALL SECTION 0 "NOOW — CMU WALL SECTION — CMU ONE STORY WALL SECTION —FRAME WA ONE STORY—MC;10C IC ONE STORY -MONOLITHIC LIMITING WEIGPT5 EXTERIOR 02 STUDS 517E D naeaAL 1 M IPACIG MX IT 311E SM M4TH10L f QC SPACM MAX W r X r Wiwi. Am 7A' OU: e'-4• r x 6• worse N PIE 2e OIC W-r r X r SPFWICE, IN W.• OTC V-r r x b• 6QTTIER7 PIE I6. cc Me r X r "M FK 4. Or- F-w r x b' 6o rwim P E r OC H-V 2' x r 30WLERN PIE 74• oAC v_r r X r SPRUCE. RR Ir or T'-r• r x r SOWLERI PINE 16' oC F-O r x e• SPRJCE, RR IS• 0A: 3T-r r x 4' SWIIERN FIFE Q' Or G'-e' r x rSPRUCERR lr OIC 74•-c r x6' SPRKE• RR Iroc b'-O' r X r 5CUTLERI PW 74- O,CW-r r x b' SP78K£, FIR I6' OG I6'-0' r x 8' SOUitERN PINE 16' AC 72'-8' r x 6' SPRKE MRwOTCB•-4' r X 6• SOUIIEaI PRE R' OA M•-r C WOOD TfaU86 STRAPPED eun1. - IT ZF if Zr f I'.- IIIIIIIIIII\ IIIIIIII, IIIII IIII-I-IIIIII 111111111, 111-IIIIIIIIII,-IIIIIIII,• I, IIIIIIIIIII,III.IIIIIIIIIIIIIIIIIIIIIII,IIIIIIIIII,II, III- I--IIIIIIIIII, IIII- IIIIIIIIIIIIIIIIIII_II,, IIIIIIIIIII,- I-I-IIIIIIIIII, -. IIIIII- III-_—_I FRAIMNG STRAPPING KWwauI:LNI NOTE: F A BLOCKED DIAPHRAGM 70FE IS CALLED FOR CHROOF PLMN FROVDE 2.4 SLOCKM • ALL PL" OOD PANEL EDGES f 0AL6 • 4. OG FOR BLOCKED DUPLRKiM ZONE ed HALSAT 4' OG OR Fed VIALS AT 6' Or- OR EQM NALIM PN@TATC VIAL EUM NA .IM MOUTC AT SUPPORTED iDC£-5 AND g VIAL ATSWF%PRW EDGES BLOCKMG AND D' OG FIELD AND 12' OG FEUD FOR FOR SHINED AREAS OF ROOF 'f OTHER AREAS OF ROOF 066 7• CDX SPACING Efa- EOIATE TINE ws EXTERIOR WALL SHEATHING NAILING PATTERN DETAIL FLOOR FRAMING ISHOU. N s 24" O/C) a N le-led RS LF1 IlELSBALL STIi4D6R c' $ L- led NNi 0*043LES OVER 0VIER 1AiVI6' OAM OR go, Cox WOOD TRUSSES 57RAPPB A5 SHOW ON Tf M LAYOUT bO P, T, OVER 00 CDR OVERR DO 9116AACU1 IV COW- ALUlt VEHMD SOFFIT LINTEL BLOCK M • 5 SAM ON RPM FRA IM MB'1BB25 (SEECv*IEC RCHART 8CHWIJ E FOR TRW STRAPS) DCIBIE TOP PLATE W. OSS OR WO CDX PLYODSXTOWR61EATI/ G KAIED IW led GALV. • 4. OC, EDGES AND Ir Or- FIELD 7.4 P.T. WALLSTIR w(3) VS• DIA ANCHOR BOLTS TO BLOCK VS' DIA . 8• ABOL TS.BTS E7'Bm6' W WO FOIIDATION W 7'.7' MW WASIERB LOCATED W. 6'OF EAON @AND D 37• OC. MAXEL68I014EFE 1P STRAP EVERT 'O' IV 10-led 70 P.T. BOTfCM PLATE OILERSTUD NAA9 • BOTICTfOFWELLLEADERSTDSTYPICALFRAMING AND CONNECTIONS FOR OPENINGS BLOCKING RE(ZiREP: PROVIDE 2X4 BLOCKING IN THE FIRST THREE FRAMING SPACES AT 48" OC. REMAINDER TO BE BLOCKED AT 96" O.C, OR RAT RUN. FASTENING: FASTEN FLOOR SHEATHING TO FRAMING W/ WITH Sd 00"IONS OR 8d NOT DIPPED GALVANIZED NAILS AT THE FOLLOWING SPACING: 1) ro" ON CENTER AT ALL PANEL EDGE FRAMING 2) 12" ON CENTER AT ALL INTERMEDIATE FRAMING BLOCKING is 48" O/ G MAX IN FIRST THREE FRAMING 5PAGE5 4 96" OL, THEREFORE FLOOR BRAGING AT ENDWALLS PTLa 2X6 w VP OLUi •IS • 48' Tux m 6• 1-1 CPU TTPJ SEARM f • P, a: annALED Of y; f ?:_ 2 - 2XID BEAM U4, ES6 - - -- — -`__ _ O &MMISE NOTED CH FLOOR PLAN ___ _ ___ _ _ -_ _ _ _ LESS: e' ANCHOR BOLT -- -- . ---.. -: BOLTS LM13 BEAT WN • S BAR WM - BEAM N1ANC>BR ' PER PLAT ®m®m® DETAIL- TYPICAL JAMB FASTENING MASONRY BEAM HANGER ROOF SHEATHING NAILING ® OVERHEAD GARAGE DOOR MBH RSN PATERN DETAILIANw __ Id p O o S c' c I E E a X ct! v 0 O T7 v u0 c O PCIL Sfit 00 6 N o o It rr NalAdar: Ar. as."6F dm* wd bT' A drawlby *-de-W dGedaW bY- ffwFl dew 017Z411 - sheet: S1 Of: G T 4 F GFNMEY c g —_ SADDLE CRICKET MATCH ROOF SLOPE sae : i BOOR -"' T SADDLE CRICKET o CHIMNEY TYP. DETAIL N.T.S. 2x4 LEDGER TO MATCH BOTTOMVA-MtS KING • 46' OC. CWORD SLOPE OF 6CISSOR M ATTACH TO WEBS OW CLUSTERO (2) fed NAILSD W I0d WULS TYPICAL R)SS WEB G SECTION SMGLE R' BRACE DETAIL 2m JEATWINi 4 SPRKE OR BETTER ATERAL BRACES • 4'-0' I.C. ATTACH (2) 16d TOENAILS Od NAILS • 4. OC, DOUBLE LINTEL • GABLE END W M 5 IN EACII COURSE 5 VERT. BAR SEE PLAN FOR LOCATION) TYPICAL GABLE ATTACHMENT TO CONCRETE END WALL HOE, n" NSTALLATICH IS N ADDITION TO BRACING REOl NWIENTS OF TR)55 MANFACTURER 1791. • 24• OG o6a LoRNI' CDX aADDLE VIDE 2.4 BLOLO2x4 GKMG • COW.m< NAIL CRICKET EA. SIDE (TYPJ To -aF CR TRUSSrnuv 1 GABLE 61 COW. 2X4 NAIL TO EACH TFam T'Er'EfER CNI TFlw 1 vlb• SOLD ROCF TRIOW OR IR• CDX @FRAMING SECTION THRU CHIMNEY TERiOR CHIMNEY ICp INTERIOR CHIMNEY DETAILS 2x4 LEDGER TO MATCH BOTTOM 7x4 OCPZP s • 46' OC, CNOFvSLOPEOFSCISSORMISSATTACHTOUEB9YTTHCLUSTERS "L• BRACE OF 0) Od NAILS ATTACVW W 10d NAILS 4' OC. TYPICAL GABLE TpLSS WEB 8 SECTION DOUBLE 1' BRACE DETAIL GABLE TRIM SPPSCH A35 • N-0' OC. TA6 OR 2x4 SPICE OR BETTER VVII' LATERAL BRACES • 4'.0• STRAP TIDE OC. ATTACH (2) 16d TOENAILS (AS' OC,) 10d NAILS 4. OC. Wd NAILS • 4' OC, 2. 4 DRYWALL NAILER TYPICAL GABLE ATTACHMENT TO WOOD FRAMING END WALL NOTE, THIS INSTALLATION IS IN ADDITION TO BRACING FIEQUUREMNTS OF TRUSS MANFACTIRER UPLIFT OF HTS16 MN Wd MLS W T OF 3/I6' FROM TRIES STRAPS TO PEAT. TAM" TO CM MAHFACUIER SI`ll-o ) EACH STRAP) EAuCM STRAP) v_' M I 7 4 I32- 1460 1 1 4 F AN 'A' STRAP * MISPLACED OR FORGO EN AFTER THE POURWS OF TIE LINTEL BEAM AT TOP OF CM WALL T18( A EACH r' SW 'A• 6TRAP lT1'P. UAw PROVIDE 20 Ga. GALV. AMSECUREEACHM616STRAPFLASHINGFORTRUSSLOW4.0 THE ATTACTED TABLE AND TO SIT ON XtDNGTOTHETFLFTswoFROMTRUSSMMIFAG'ITlRERM ALL ALL CONS WT141-112' MR1 EMBED. LINTEL BEAM WV (U 5 COW. CM) SPpsm HTSIb ATTACH TAPC0145 EVERY OTHER HOLE NOTE. TAFCONS SHOULD BE INSTALLED tK STRICT ACCORDANCE W rl" 7 I'VQIFAGT k:ER6 I COI'F@DaT1C. MS MISSEo "A" STRAP DETAIL ROOF 6WATHNS OVER TR ISI SEE NAILING ZONES) BAGIWML W (2) Ibd NAILS L' BRACE TO EXTEND AT LEAST W% OF WEB LENGTH (SEE TABLE) 2x4 PANEL BLOOQNr FOR TIE (4) ROM OF T FROM EA. END TYPICAL ATTACIED W (7) Ibd TC GYPSIri WALL BOARD— / i SECTION h9 PT LEDGE;YTHE " SSED FILLED CELLS CAN BE REPAIRED BY EPDXY GROUTW. (1) 5 REBAR (SEE EPDXY PROPERTE6 AND 6PECF$CATONS ' GONCRESIVE Llaw LPL OR EQWVALEW ') ROO BOND BEA H AND INTO TILE FOOTM FOR ALL FILLED CELLS SHOUN ON PLANS BUT NOT FILLED N THE FIELD PROVIDE 6' M81 ET 0ED AND 3/4'T HOLE INTO BOW TIE BOHV BEAN AHD THE FOOTING TOP OF BOND BEAM F 9VERTICAL : C— S' CM WALL- EPDXY GROUTGROM 5 REW INTO FOOTING AMID) sap TOP OF FOOTER BEAMWVWrRlEMBED. 24' OC. CM OSB 6HE.4T1-VN5FLOOR PLAN a 2x4 CONTMloto 2-m4 oti16• Abe Q TOP PLATE EA SIDE (TYPJ OR 1/2' CD 2- 2x4 TOPPLATE2X4 STUDS WO, G OR V4' CD FRONDS 2x4 BLOCKING 2X4 DI BRAGS 2)( 4 P.T. W OSGBar. PLA J- BOLTS EA SIDE /TYPJ AS WOW 6' STRAP STUDV-6- 4URI; 3CAMCLIF, TO TOP 4 BOT. PLATE WALL CM) WALL 4' WALL SECTION Q FRONT ELEVATION SIDE CHIMNEY DETAIL EC0 EXTERIOR CHIMNEY DETAILS ELEVATION CONNECTION ws. 1/ I6' 060 OR 1/2" COX 1. 4 DIAG. BRACE • 48' OC. UV ( 4) 10d NAILS • EA END FIRST TWO BAYS 10d NAILS 4 4' OC DOUBLE LINTEL • GABLE END W ( U S N EACH COUR5E - I/ 7' X 6' WEDGE AHCWORS 32' O/C U 5 VERT. BAR SEE FOIINDATION PLAID FOR EXACT LOCATION) 24" _ 5 AT 48' 24 OC. PROVIDE ( U 5 AT 48' OC. VERT. AND (2) 5 - SMOW EA. POST LOCATION ALL ALL CELLS UITN 25M PSI COW- ALTERNATE HOOKS IN FIND, BRACE EXTERIOR SDE OF WALL DURRY S• COMPACTION OF THIS AREA 5 • 48" OF. \ L' BRACING REOUN M STUD SPACINGNO L. BRACE U 2x4 i• BRACE 71 Ix1 L• BRACE 212x6 L' BRACE 6'- W - 6'-W I6'-10" - n'-6" NOTE, ' L' BRACE r T FKI`eD AI Lt- "JOB. V VltO LCK GABLE TRUSS BRACE W 10d AT 4" OC. i \ ( SEE SCWME FOR SIZE AND LOCATION) GABLE GABLE CID BRACM DETAIL WIND SPEED WO PIN, MEN'( WALL WIGI(T W TO 30'-0' I i / • / CA ! f..n ENGINEERING 407) 774- 90WT F X- (407) 724 "W y P. O. wX161613 K911IfAAE 4 IL 32M T A ° Q 47019 ANDUMN SEEPL. W aQ)IST SIZE1) 9 CCNT. (2) SIMPSON T522 (743OLb, max UPLIFT) or S4 GIImER < 2) clWS RT22112 aw0l_b. max UPLIFT) or HEAD n. ATPROVIDE OC. (2) SEMCO ADS-7 (3412LID. max UPLIFT). FOR WEEPS SLOPIN'a 2x4 POST SEE GRADE AWAY DOUBLET PLAN FOR QUANTITY c FIOl15E PLATE CONY. AS Si(C71W ALL REBAR (TYPJ NOTE, EPI: 7XY GPMWOULD BE MTALLED IN REIN G WALL AT PATIO GTRICT AICCOIDANCE WITH TIE NANFAGTRER'S R NOTE, BRACE 6De aF WW1 Recce rsoaTloNbAaEuuLmxT><RI ca PAII.TaN FOR PATIO SLAB, LEAVE BRACES MFC MISSED FILLED CELL DETAIL IN PATIO PLACEFOR iDAD ER DETAIL for ( 2XsG 5UB5TITUTION MAY 0 for ( ou * GIRDER COtMJEGTIcN 3/4• . r-O' d z E V O HG a W n In Q daslig - by 19 n a1a. T,y..emwassl, IL dwdme q•..ww Ijj Aa9C a.2zoT fit S2 of: 4 I I 0 3 VI• COW SLAB ULFIBEf; MESH OVER b MIL VAPOR BARRIER OVPR TREATED WOOD POST CG'MPACTEO FILL PER PLAN SEE FLOOR PLAN) E 6' 2 •5 REBARS THICKENED SLAB AT K BEARING PORCH POST FIBEWSLASSSHMGLESOVER WFELT OVER TAb• OSH. WOOD 7RISSES STRAPPED AS TFW56 LAYOUT DQ P.T. OVER D(S CDR OVER 2Xb 3/9• RGid. 6AWN PME 5118FASCIA W/ CHOW. ALUtLORTUALL . « VENTED SOFFIT SEE FLR PLAN DBL. 2X8 HEADER FOR 4'-6' MAX. FOR STRAPPING OPENMG, DBL- 2XI0 HEADER FOR 5'-9' 3 01 COW SLAB MAX OPENMG UNO. POST CLEAN COMPACTED RFLOOR PLAN FILL W/ MONOLITHIC 1( WRAPPED %/STUCCO FTG. W/ 2 • 5 BARS OR®OREEFLOORPL FOR POST SIZE E SECTION ® COVERED PORCH SCP TYPICAL STUCCO FMISH (ALTEI3'IAT CEDAR FINL51 COW- SLAB ON FLOOR 2-OD STRAP TIES ONE EACH SIDE) PER FLOOR PLAN Z4ORSYER PLATi FOR POST SIZE EPP ELEVATfON ® REAR PORCH POST MONOLITHIC DETAILS SIMILAR 2X4 BLOCKMG s 24'0.C. ORTROOFTRUSSopOF E WALL T) T2d NAILS TO ROOF TRIMES) TYP.) 2) Qd NAILS (TYP-) V)• DRYWALL 2 - 2X TOP PLATE W/ 'a' I/)• DRYWALL R-I1 BA7T MSULA7ION 1/W STUCCO OVER METAL LATE{ OVER IS- FELT OVER OSH. TOP OF FRAME WALL 2X STUDS 16' O/C 2X PLATE W/ V)'XS• AB. 32. O/C eAND 'LY 32. O/G MTERIOR poRClt NB BRACING AT NON -LOAD BRG. EXTERIOR WALL DETAIL N TL O O W a x W nq W O 'Dp u 0EX 00 52 04 s