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HomeMy WebLinkAbout180 Bristol Forest Trl 03-2208 New SFHCentex Homes 385 Douglas Ave., Ste 2000 Altamonte Springs, FL 32714 407-661-2176 11110 NUA, 1 ? CGC 049689 1'1~;RMI'I DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE PHIONE NUMBER ELECTRICAL C:`ONTRcrO MECHAINIC: AL CONTRACTOR PI, UMBfN'G CONTRACTOR MISCELLANEOUS CONTRACTOR TORc PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE < % 5-06-203 12:52PM FROM P 1 r. ,.yyrl•l. 1trEh;.v l . ,,.• may. Permit # : Job Address; Description of Work. Historic District: CCTV OF SANFORD PERMIT APPLICATION Date: Zoning: " Value of Work: S Permit Type: Building Electrical X Mechanical Plumbing Firc Sprinkler/Alarm Po4t _ Electrical: New Service - # of AMPS Addition/Alteration Change of Service TetnpottUy Polc__ Mechanical: Residential Non -Residential Replacement Now (Duct Layout & {gergy QI Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Uaits: _• Flood Zone: (FEMA form required for utucr L1,an X) Parcel r: (Atrsch Proorof Ownership & Legal Description) Owotrs Name & Address: Centex Homes 385 Douglas Ave. Suite 2000 Al t-amnnteS iZgss 2714 --.—Phone: 407-661-2150 _ Cooc(;ctorName &Address:_ Approved Electric Co. of Florida 4874 S. Orange Ave. Orlando FL 32806 r jtate License urnber; EC0002494 Phone & Fax: Fax 4(17-851-1 226 Contact Pc son:John Findlay Phone: 407-851-1220 Bonding Company: Addre. c.c - Iort, agc Lender: Addfiis. A rCitittc t/ En ;incer. AddrOS Phone: V ax: npplieation is hereby made w obtain a permit to do the work and installations as indicated. I ceni fy [hat no work or installanon has commencrrl pm) is u,c issuance of a pe:rnvt and that all work will be performed to meet standards of all laws regularing oonsouction in this jurisdiction. 1 understand chat a separate Pt:' iI must be secured for ELECTRICAL WORK, PLUMBLNG. SIGNS, WELLS, POOLS, FURNACES. BOILERS, HEATERS, TANKS, and A IR_(70NDiTIONERS, no. Qw ' FFiDAV rT: I ocnify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable lu, • : , cl:uian nF con. spurdon and toning, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY R&SUi, I' IN 1,1 C.)t,IR I ; !INC TWICE FOR MPROVSMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN n1704 tN'EY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT, NOTI(' F: In addition to the requirertxnts of this permit, there may be additional restrictions applicable to this property that may be found in the public mcoras of this cuunry, and there may be additional permits required from other governmental entitles such as water management distric • • Lc ugencics, or fedctul Arcncie ncceptaccc of permit is verification that I will notify the uwner of the property of the requiremen Signature o(Owner/Agent cl— UateU < < tbmalureofConlractor/Agent Uatc Char gs Cannon f: inl Owncr/Agent's Name PrinrContractor .-\gcni's Name S,;ilature of Notary-Surc of Flonda Date Q D—at c rPU$rf, PATRICIA A. KADLAC Pcnunnl;, K nvpit M nw,itNngcntisPcrsonalhKnO,cn to Mc or ("ontractpr/Ac:.: is _ YCOMMISSION #," DDQI3,^oti Prnduccd IU _ PiJJuucJ .:) 1 EXPIRES: March28,200 1-800.3- NOTARY FLNotary Servtoe $ Sending, lne, sUU• i._tC:\ 7; 3N nlTKOVEU HY: Uldg:.. PD: Initial &.I.)atci ( Initial Uulcl (Initial K' i)ulc) (Ilrtlal & U :; e.yi (ur• i!iun.t PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 180 BRISTOL FOREST TR for which permit 03-00002208 has heretofore been issued on 6/24/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-POLICE IMPACT RESID 6/24/03 91.93 01-RADON GAS TAX FEE 6/24/03 20.54 01-ROAD IMPACT'FEES 6/24/03 847.00 01-RECOVERY FD/CERT. PGM. 6/24/03 20.55 01-SCHOOL IMPACT FEE 6/24/03 1384.00 WD IMPACT:SINGLE FAMILY 6/24/03 650.00 SD IMPACT:SINGLE FAMILY 6/24/03 1700.00 CeJ qvk-s- OWNER BUILDING OFFICIAL / DATE Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pogi Electrical New Service — # of ,AMPS Addition/Alteration Change of Service Temporary PolevT' Mechanical' Residential Non -Residential Replacement New (Duct Layout & Energy Calif. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form .required. Cot., c iGe-r tlFan ) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name &Address: -=-40 t TIAYR COM y irT?P.! QTTTqv I MYate License Number Q D U Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer Address: 4© r15F3G Phone: Fax: - Application is hereby trade to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance witha11 applicable. jaws; rcgtdatmg construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT TIC YO1 )T: l'l `r'Il IG 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 b eri e public records of this county, and there may be additional permits required from other governmental entities such as water management disya ggncies, or fe dci al agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Flonda Date Owner/Agent is _ Personalh <nown to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) 5aecial Conditions: Slla/03 irenature of or/Agent Date O :RT G. DELLO RUSSO Pn t Contractor .Agent's me Si_ azure of No_rv-State of Florida Date Contractor/Age-: s Peron3h, Known to Me or Produce, .7 Initial & Dater FD: Initial & Date) (In tIal & Datc MY COMMISSION # DD 212893 EXPIRES: June 14, 2007 Bonded Thru Notary Public underwriters Permit # 03-, zox CITY OF SANFORD PERMIT APPLICATION Date: 7- I., - 03 Job Address: is v Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing ',`/ Fire Sprinkler/Alarm PoQI . Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cali. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of wa r Closet `L Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FFMA form required for other than X) Parcel ff: (Attach Proof of Ownership & Legal Description) Owners Name &Address: 6 — aele AGcr A - Phope: Phone & Fax: Bonding Company: address: Mortgage Lender: Address: State License Number: (_ ?- L Contact Person: C- Q_ Phone: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Coru actor/Agent Date sir % Print Owner/Agent's Name Prin Contractor Age s 7 Signature of Notary -State of Florida Date iet atut Qf Ney SFidN(2gTi1?E GRAVE Date A * MY COMMISSION f DO 164280 EXPIRES: November 12, 2006 E F, OO" Bonded Thru Budget Notary ServkesOwner/Agent is _ Personal]. Kno%%n to Me or Co ctor/Aec--: is cr nai Known to Me or Produced ID 'roducec :D _ J- APPLICAI ION APPROVED BY: Bldg: Initial & Date) Pccial Conditions: Zoning: Initial & Date) Ut.::: FD: Initial & Date) (Irwial & Dat: COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75538 DATEx _ BUILDIN8 P 145fing? (CITY) COUNTY NUMBERu UNIT ADDRESS TRAFFIC ZONEw 1UR - ----`«' ---------------------------------- ICTIONN SEC: v4 --- SUBDIVI3ION PLAT BOO q ~--------- '-`° ~-~ --'------------ OWNER NAME: ADDRESS: ~- PPLICANT NAMEx ' v'- ADDRESS: LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: ResidentiaI WORK`DESCRIPTION: Single Family House: Detached - Constructioo BENEFIT RATE FEE UNIT RATE PER TYPE TOTAL DU[ TYPE__ DIST SCHEDULE 4 DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl unit 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit 142.00 1 $ 142.00 | LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.0O SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 x~ AMOUNT DOE $ 2,285.00 STATEMENT ~ RECEIVED BY: LEASE PRINT NAME) NOTE TO TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NQTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DOE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY R-'8HTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/QR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REOUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICF: 1101_EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING PERMIT******************** CITY OF SANFORD PERT UT APPLICATION o Permit No.: d A Job Address: Permit Type: XX Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work: CONSTRUCT CONCRETE BLOCK SINGLE FAMILY DWELLING Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _Change of Service Temporary Pole New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: XXResidential _Commercial _ Industrial Type of Construction: CONC . BL K. /06 Flood Zo e: Parcel No.: ' 22-1-9-30-502-0000- Total Sq Ftg: ID _ Value of Work: S Number of Stories:_ Number of Dwelling Units: 1 Attach Proof of Ownership & Legal Description) Owner/Address/Phone: CENTEX HOMES, 385 DOUGLAS AVE., STE. #2000, ALTAMONTE SPRINGS, FL 32.714.. . 407-661-2176 Contractor/Address/Phone:. SAME AS ABOVE (PATRICK J. KNIGHT, PRESIDENT) State License Number: CG C049689 Contact Person: MIKE ENWRIGHT Phone &Fax Number: 407-661-2184 *** 407-661=4089 Title Holder (If other than Owner): N/A Address: Bonding Company: N/A Address: Mortgage Lender: N/A Address: Architect/Engineer HURRICANE ENGINEERING _ Phone No.: 407-774-9003 Address: P.O. BOX 161613, ALTAMONTE SPRINGS, FL 32716 Fax No.: 407-774-8477 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS; . POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. r OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance.: with':: all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU':;:;;':,_;. INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. UUN 01. UUN 0 4 2003 Signature of Owner/Agent Date Signature of Contractor/Agent Date PAT KNIGHT Print Owner/Agent's N UUN ®4 2003 igrature' of Not to of Mrida Date Owner/Agent is X X Produced ID — cl L 11 1pP fir. tJ C.i rft . iA rid 3690 u, ni P rs onal l-y Known-toalvle or-`"""` PAT KNIGHT P in Contractor/Agent's Nam JU A 4 2003 Signature of Notary-St(to f lor' a Date KIMBERLYAtGROWN E ' ` VY CTv1 viiSS10N . DD 099590 Xi IPES L4 &i ?...'00 S e ? !sanded Thru ;,lc,! } Fubii,,, Un ienvnters , i++m cmramcr.sm . Contractor/Agent is XX Personally Known to Me or Produced ID APPLICATION APPROVED BY: Date: Special Conditions: 1 3.11C) ROGER DIXON, INTERIM CITY MANAGER CITY OF SANFORD 300 NORTH PARK AVENUE SANFORD, FL 32771 Re: ESTOPPEL LETTER Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661 -21 50 Fax: (407) 661 -4089 www.centexhomes.com via HAND DELIVERY This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the CityofSanfordandthebasisfortheissuanceofPermitNo. for the followingwork: LOT PRESERVE AT LAKE MARY SINGLE FAMILY RESIDENTIAL (SFR) CENTEX HOMES hereinafter referred to as the "Owner", recognizes that issuance of Permit No. will be made with numerous limitations as more particularlysetforthherein. The Owner recognize that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or building(s) from any applicable development regulations. By issuing Permit No. , the City does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the PROPOSED SFR until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The Owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and its officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above -referenced project or of HoM``A c 0 o yi CENTEX HOMES ROGER DIXON, INTERIM CITY MANAGER Page 2 the issuance of Permit No. The Owner also agrees to the following as additional conditions for Permit No_ The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this document. WITNESSES: Sigpature Printed / Typed Name 4 ignature 9-e- - J 0 Printed / Typed Na e STATE OF FLORIDA ) COUNTY OF SEMINOLE ) Owner) Signature PATRICK J. KNIGHT Printed / Typed Name Title DIVISION PRESIDENT The foregoing instrument was acknowledged before me this JUN 0 4 200?day of by PATRICK J. KNIGHT as DIVISION PRESIDENT for ULN ] EX HUMES who is personally known to me or who produced their Florida Driver's License as identification viv vb h ti' "t4 9 f .., Fs C qsi a ''q li Be Notary Public Print Name: My Commission Expires: 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. KNIGHT CGC049689 STATE OF FLORIDA LOT COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this JUN 0 4 2003 by Patrick J. Knight, Division President of Centex Homes - Orlando). He is personally known to me and did not take an oath. ANOTARY PUBLICA. 20ROWN i a t vt ar...ljPj Uw—,sr.iara:r.zs+:.u.m•.may.:w.n+..,h...J. 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 strictures (not fences). 2. Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement- b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs, bathroom fixtures, and distances from walls. "The State of Florida requires bathroom compliance with Florida Accessibility Code. C. An elevation of all exterior walls - cast, west, north, and south. Finish floor elevation height as per Engineering Department or subdivision plat_ d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections. 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 footagcs: 1. Garages/Carports sq. ft. 2. Porches/Entries / sq. ft. 3_ Patio(s) sq. ft. 4. Conditioned Structure /,j sq. ft. i. Total Gross Area sq. ft. 3_ Three (3) sets of completed Florida Energy Code Forms. 0 4. Soil analvsis and/or soil compaction report. If soils appear to be unstable or if structure is to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit issued by Seminole County Health Dept. C. Arbor permit when trees to be removed from property. Contact the Engineering Dept. for details regarding the arbor ordinance and permit. d. Seminole Count), Road Impact fee statement. e. Property ownership verification. f. Driveway permit issued by City Engineering Department. 0 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. If electrical, mechanical, or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under city ordinances. JUN 0 4 2003 Date Owner/Agent Signature _ _____ CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 180 BRISTOL FOREST TR for which permit 03-00002208 has heretofore been issued on 6/24/03 has been completed according to plans and specifications filed in the office of the Build in Official rior to the issuance of said building permit, to wit as S complies with all the building, plumbing, electri 1, zoni g and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No D TE APPROVAL BUILDING: Finaled ) v j 1. VC) ZONING: Inspected UTILITIES: FIRE: Inspected Water Sewer Lines In Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage l I CS3 S Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs e Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE 01-OPEN SPACE FEES PAID DATE APPROVAL DATE AMOUNT 8 19/03 6/24/03 7/15/03 8/12/03 6/24/03 6/24/03 6/24/03 6/24/03 10.00 10.00 10.00 10.00 10.00 59.27 54.00 279.61 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL g-J lAt AAR&. r r$t g. I=Irai sc, Sastard R. 32 n I A j 407-665-7506 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market 22-19-30-502-0000- TS3- SANFORD WATERFRONT Parcel Id: Tax District: Number of Buildings: 0 0480 REDVDST Depreciated Bldg Value: 0 Owner: CENTEX HOMES Exemptions: Depreciated EXFT Value: 0 Address: 385 DOUGLAS AVE STE 2000 Land Value (Market): 13.680 City, State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: 0 Property Address: Just/Market Value: 13,680 Subdivision Name: PRESERVE AT LAKE MONROE Assessed Value (SOH): 13,680 Dor: 00-VACANT RESIDENTIAL Exempt Value: 0 Taxable Value: 13,680 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2002 Tax Bill Amount: Find Comparable Sales within this Subdivision 2002 Taxable Value: LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 48 PRESERVE AT LAKE MONROE PB 62 PGS 12 - 15 LOT 0 0 1 000 13,680 00 $13,680 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on JustlMarket value. http:// www.scpafl.org/pis/web/re—web.seminole county—title?PARCEL=22193 0502000004f... 6/4/2003 I IIII 10 111II 111 II III II III 1111 II III 111111111111 III II III 11111 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 MARYPINNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04855 PG 0231 CLERK' S.# 2003096535 RECORDED 06/06/2003 0103153 PM RECORDING FEES 6.00 RECORDED BY L McKinley THE UNIjERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: LOT -PRESERVE AT LAKE MONROE Recorded in Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 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. Contra o CENTEX HOMES 385 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 Phone: ( 407) 661-2150 Fax: (407) 661-4089 5. Surety: N/A Amount of Bond: N/A 6. Lender: N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.12 (1) (a) 7., Florida Statutes: CONTROLLER Phone: ( 407) 661-2150 Fax: (407) 661-4089 8. In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: NONE 9, Expiration date of Notice of Commencement (the expiration is date is 1 year from the date of recording unless a different date is ecified) Debra A. Rigg OFFICE MANAGER FOR CENTEX HOMES, )BS DOUGLAS AVENUE SUITE 2000, ALTAMONTE SPRINGS, FLORIDA 72714 TH8 FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS JUN 0 4 2003 I -- BY DEBRA A . RIGGS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION mWA 2728 HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A. RIGGS IS e: PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. to A Y N MOI SE UIT CLERK01COUNY CIROA NOTARY PUBLIC EPAI LE C(W OtJ , JACKIE CAINES Notary Public - State of Florida JUN6 My Commission Expires Jan 21, 2004 V Commission # CC891727 40'-0' 15n6" 10-0 IA&" 255H (r22/ -29) 5H 25 22/ -24) 6'Oxb'H S.GD. I+e 25 5H c"^SE R`s 25 SH 25 5H g 21/ -23) II'-o"' 2 2Q) 12'-II' 'F . . 4'-6° 22/ -24) n'-0 1R" 22/ -29) 55 EGRE55 I EG I 9 I O m n. $ I m 2) 2x4 P T V c v NOOK 0 m rc I n t ANDTTCH ry 2 -5 J4° G V e•-o- BDRM 7 n ry02•ox6•a c•o-cL6 I MASTER BPRM I R 6 DE e m FAMILY ROOM to D•-O• GLC-. 39 3/4' LOH IAAL r_ W/ 16• SARTOP I D.,t KITCHEN 122' 2'bx6'B ACCESS e4 _ 206a 10 4• P 2rox6e 5'-11" 2'-6" G 3._0 N4'x6- IN ry GOL. To Q6. 2-2xl0 HDR. ABv. OPEN GL6. To 2tV FLOOR I I G Y I iI PEAM> S Q N NN N a• PIECE Nn NauB s i _ ABOVE 36 IRAKE WALL - RANGE NDR - 2-2x4 = SOIL STACK NEEDED 2-2x10 r BRG s m BR6 WALL FOR MC NDR 2- %W HDR . V(N`IN/P . SHOWNF I J N _ W e 1/4"_ •-O" N N (V 2-2x4 v • //// r-• r-I vw• W CY POR6 ST ( 2) 2.4 T W( 2'6x6'0 K x ry BDRM 16 STOR, Bm 0 . O0 m ( 31 e O'd'>DI'i 0 61 W N N Y 8'-O' GLG 2.0X6' K V 0 GAME ROOM - 0 _ e•-o" cLb ° 15 i0 O TR. _ V-0' GL6 ry II r OFYO S m - v 2'bxb•a 9exs LIVING ROOM E ( 2) 2.4 FTYST VG - GL6. 5 I'- TOP AND c 7V BATHa3 (, 3A' BRS. -13'-03/ 4" 2cj 14 6B' O' bbD vW (+21/ 23) 2'6x6''5 r 22. 10" 25 5H y^. ESDRM °3 (+ 22 -24) we - - - - Vl - .9'- , C- -- gip- Sys" Lc- 3'-0. 2- 25 5H X 36 x 3'-6" --a60' x 30• - ( 2) 255H YNry Q• (+21/ - 2b) A/ RATFORI-I 2'-D" (+2I/ -2b) LL, a Xa T-T 15n6" T-21 6 r s T'- 115nb° T'-2 IA&' W AlR ANDLER TO HAVE A MIN. 2•axao v E'-4'L J 5'-0" 4° G EARANCE ON ALL SIDES / T O 3/ 4 Id'-4" M D E' WIDER TTPAN APPLIANCE. W .220 LEGEND I AIR HANDLER TO HAVE 51 MIN. 4" CLEARANCE ON ALL AND SHAL 55HAL 4 v; 2'ox6'B Q, ENCLOSURE SPACE L 9 utuzl ®TIE BEAM o b'o' AF.F. MIN. R" WIDER THAN APPLIANCE - GARAGE ry SHEAR LOADS. e'-0• cLb. m 0 W. I.G. ALL STRUCTURAL WOOD HEADERS TO BE DOUBLE 2"XI0"W/1/2" - - - - - - - - - - - LU 1 IR 9 - FLITCH. UNLE55 NOTED OTWERW15E AREA GALGULATION5 A$ B 15T FLR LIVING: 1542 5F- 2ND FLR LIVING: 1913 SF TOTAL : 5515 5F GARAGE: 44-7 5F GOVERED ENTRY: 12 SF- TOTAL. --_ 3914 SF EaS2 S5 3d$ ELoE 5 M 8- I s8g- Q i - SNBD- oMcLe \ 19'-4" -- 2ND FLOOR PLAN W 029 12' 4' IST FLOOR PLAN C] lift rc W.LC- EGRESS ' \ \ ^ 25 5H 16'- 01/2"' 25 5H I/4"=1'- O" Oos, 22/ -2a) (+22/ - 29) I6' X T O.H.D. (+IG/ -23) CG I es 2m._ S" 6'- 4 3n6' 8'-0 I/I6" 6'-3 3/4" - 20'-8" 19'- 4" B O 4t .'- I pI ( j E revisions: —b, 40'- 0' NOTE: SEE STAIR DETAII- w y NRICANL IN 5TRUGTURA.L 5FIEETS o 1m LIVING ROENGINEERING o NOTE: OM FORADDITIONALALLFRAME HALL5 TO 3E 3 I STAIR INFORMATION CON5TRUGTION INFORMATION Ku UNLE55 01FHERNIt-IIII NO 255H 255H I• B.B. HEIGHT: 9'-4' = L =c A22/ -29) (+22/ -29) FML NEIGHT '(I 'I LEN6HT: ©ACK 5P AI5N ON GUT DOW P. / VP GYBOARD RISERS: Ib0 -i° EACH 2xI2 TRE.A 2x47oP PLATE via :aao D: x R 1TREADS: IS 010 4/5" EACH 13'-b° 4' IYTL. 9TUD9 1• NO51 .. nT- 7 IX6 BACK 12EP-NN AlR m IIIIIi ce' u. 2x12 STRINGER x TRACK designed : nl drawn by: design checked by aww I date: 0T- 2 -oT FRONT PORCH 0 0'-0" GLG. I6'X16' GONG. B2I 9 ASE 12'XI' rtl GOLVMN ABOVE ( TYP) I i- cz sheet: I e T LR i - FRE A51 L1aF1 - - vnEuST a» I A2 A/C CL05ET DETAIL CABINETSECTION PARTIAL FLOOR PLAN 'G' S'-m" I - 5'- A 19'-4" of SCALE-'/i'=1'-0" 1 9GALE. V1• • 1'- 0• ^ 5514 STAIR RUN DETAIL ---ALE: AREA ULATIONS G 151R LIVING: 1542 5F FLR LIVING: 16113 SF TOTAL : 3515 5F GARAGE: 441 SF COVERED ENTRY: 141 5F TOTAL : 4109 SF PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 48, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA IMPERVIOUS CALCULATIONS (LOT ONLY) LOT 48 CONTAINS 10,199 SQUARE FEET t LOT ONLY) THIS STRUCTURE CONTAINS 2136 SQUARE FEET t TOTAL CONCRETE 520 (WITHIN LOT ONLY) SO. FT. t TOTAL SOD 7543 SO. FT, t PERCENT OF CONCRETE & STRUCTURE TO LOT 26% t BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' 0-= 38'56' 33" L=33.98' R=50.00' CB=N 16'43'20"W C=33.33' PREPARED FOR: CENTEX HOMES 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE.-IN-ZONE-_X AREA OUTSIDE 100 YEAR FLOOD PLANEw- BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE OF LOT 48 BEING N 87'15'04" W PER PLAT. FIELD DATE:) SCALE: 1" = 30 FEET APPROVED BY: SJ JOB NO. ASM39662 DRAWN BY: REVISED: COIIARF POTArP (IIP TO MIPP1 LOT 48 UP TO CURB CONTAINS 10,541 SQUARE FEET mi THIS STRUCTURE CONTAINS 2136 SQUARE FEET t CONCRETE 786 SO. FT. t INCLUDING (SIDEWALK/APRON) TOTAL SOD 7619 SQ. FT. f 0 0Q " 1 ^ rn :30 rTl 7 Cl) ttNPIS89'53'21"W rP 14'87fj4"W 25.00'--sr- o 10 A N m Z i i6 W 0cn rnrt70 0 j CENTERLINE'd tri RIGHT-OF-WAY. ) D_ r PT LOT 49 J PGF, . 60Q0 P 7 ll-1 O p 0- 0 O 00. I L------- 5 DRAINAGE AND UTILITY EASEMENT -i s '?° N87'15'04"W 152-88f ,LOT 42RADIAL LOT 47 LOT 43` 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. - IITION 5-27-03 JML • AMERICAN SURVEYING & MAPPING PLAN 05/09/03 SDO CERTIFICATION OF AUTHORIZATION NUMBER 18#6393 MINARY 05/07/03 SDo 320 EAST SOUTH STREET, SUITE 180 - ORLANDO, FLORIDA PLAN 01-09-03 CKB 32801 (407) 426-7979 WILLIAM FOR jvJ ' 1 THE r FIR M SCATEL 0 JR. SM#49 8 DA LEGEND BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH POB POINT ON BOUNDARY CENTERLINE PCC POINT OF COMPOUND CURVATURE RIGHT OF WAY LINE - POC POINT ON CURVE XXX XX- PROPOSED ELEVATION OR OFFICIAL RECORD PD- PLANNED DEVELOPMENT PROPOSED DRAINAGE FLOW n' DENOTES DELTA ANGLE L DENOTES ARC LENGTH CONCRETE C.B. DENOTES CHORD BEARING LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE LS LAND SURVEYOR PI DENOTES POINT OF INTERSECTION PRM PERMANENT REFERENCE MONUMENT - PRC DENOTES POINT OF REVERSE CURVATURE PCP PERMANENT CONTROL POINT PTTYP DENOTESTYPICAL POINT OF TANGENCY P)._ PER PLAT - A/C AIR CONDITIONER M) - MEASURED CBW CONCRETE BLOCK WALLFND C/W FOUND - CONCRETE WALK RP RADIUS POINT S/W SIDEWALK CS CONCRETE SLAB CP CONCRETE PAD C CHORD LENGTH PB PLAT BOOK SO. FT. SQUARE FEET R RADIUS NG NATURAL GRADE PGS PAGES P,/W RIGHT-OF-WAY 5 T 4 CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: I PERMIT #: 'D"2&W , ADDRESS: CONTRACTOR: 54t PHONE #: c yOri ykao— The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. 0. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. sv Engineering ` K OFire kublic WorOZonin g Utilities Licensing CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) f I I iI I 1 l l I I I 1 CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTIOI' a Z' I I I I SINGLE FAMILY RESIDENCE**** DATE: I c 13 3:: v" H E a A 1 1 CU PERMIT #: b3' , V I I t, v W m c o au Lu I I o ADDRESS: ` C'1S-b f + r- i 47 u W 1 W o W U_ I g CONTRACTOR: PHONE #: ( Lcr0' L\ The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works Utilities CONDITIONS: ( TO W 0 Fire Zoning r Licensing LETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200° 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 CENTER BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 180 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FIL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 48, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type):' or ##.#####1 NAD 1927 NAD 1983 USGS Quad Map Other: i SECTION B. FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NAP COMMUNITY NAME & COMMUNITY NUMBER 62. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX 86. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 1202940035 E 4I17/95 4/17/95 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. AS Profile ® FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in 69: ® NGVD 1929 NAVD 1988 Other (Describe): — B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? . [:]Yes ®No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7.. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, ARIAE, AR/Al A30, ARIAH, ARIAO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is dffferent from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. D t Co n/C entsaumnversioomm _ Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 13. 5 ft.(m) a o b) Top of next higher floor 22.9 ft.(m) c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o d) Attached garage (top of slab) 13. 3 ft.(m) 00 0 g o e) Lowest elevation of machinery and/or equipment CD servicing the building (Describe in a Comments area) 12.9 ft.(m) E ro o f) Lowest adjacent (finished) grade (LAG) 10.9 ft.(m) Z o g) Highest adjacent (finished) grade (HAG) 12. 8 ft.(m) C o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq• in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH S RE NA. 180 ORLANDO FL 32803 SIGNATURE DATE TELEPHONE iI VIA ,r 10/30/03 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Polio Number i 180 BRISTOL FOREST TRAIL CITY STATE - ZIP CODE Company NAIC NumberSANFORDFL32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. GUMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. 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. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3,h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE COMMENTS DATE ATE ZIP CODE TELEPHONE Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community4ssued BFE) or Zone A0. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT G5. DATE PERMIT TE OF 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: LOCAL OFFICIAL'S NAME COMMUNITY NAME TELEPHONE 51GNA LURE DATE GUMMENIS FEMA Form 81-31, January 2003 F-I Check here if attachments Replaces all previous editions PLAT OF SURVEY LOT 18, PRESERVE AT LAKE MONROE A S P =,AT BOOK E2. 24SES 12-!5 37v _5L!-_ FEC Y SDANOLE ZGjN7Y NOTE: THE FINISHED FLOOR' ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REOUIREMENTS SET FORTH, IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A), 70 ANDD F07 -HE EXCLLSWE USE OF: CTMEME Ti Ti Cab -wA y 20"EWE inE &SAAM CWP"y so VSRKVE c0m."A' A: N 0 TE: ALL lRECTONS AND OOTANCEE HAVE BEEN FELD VEMFED AND ANY I.J.. HAVE SEEN NC7E0 ON THE SURVEA I ANY, 32, D RC',E;RTY CORNEZ,S HERE N WE SE0UN_- ON 10-29-03, UNLESS MERMSE SHOWN. 1 THE SUPVEYOR HAS NOT ASSMACTED THE LAND SACAN HEREON F(),R EASEI,"EN17S, RflGHT CF PESTR1C7,;DNS O' Pt-CCPD I"HIc- VAy AFFECT Ti-- i7_ TITLE OF USE THE LAND, No UNDM VORSEMENTS H,,/-- SEEN LOCATED EXCEPT AS EWWN, 5 M VAjD Wj-COT 7-E 3SNATURE AND -HE ORIGNAL RAISED SEQ OF A nOMDA LTENHD S RVEYOR M uAppol 1 ,A XAV! NED ,:,PV. _DVYiN TY ALNE- PC 'K294 OW5 E 300 4p7P5 MOD 1DUND THE SjBjECT PAPPEARS T3 IJE N ZONE X, REA 103 YEAR F'_ COD LANE 7 70N St-S_- ' IN SEV N3---- A: P7jP?,lPZT- H_ RE-_% E =R_ Y 20 OF LN 48 HAD N 8"TX" W =4 DLAT PELS CA7EI E-27- 23 RAM, RE I SED: kALCIE swBou -8"z NE im! NAR- 050702 Ell D 2=3856'33" L= 3a9l R=50.00' CB=Nl 6*43'20W 0=33.33' ids 250 0 a o m Cn T r- weD EAST 2K! tOO 4H- 17 1 HERESY CER?Ft Tm? 7 74S SCONDARY SURVEY, SUBjECT TO THE SURVEYOR' S NOTE'- CWTANED HEREON %7_7_S _ HE MIVVjV 7EZHN :AL S-ANDARES" SET TIP-H EY TriE FLOR C, -: SORVEYOPS A%! VAPPEnS !% 077-Z PLORC4 ADVnjSTVATV: CD:-- DjPSj-',_l -S CHA--_TER A72,027, 7,_CR,A EnT27S, A 31 LOT L7 1" = 307 0 75 So LOT 42 LOT 4_-, I 14 I , - - 2" -N aACl !QW2 -EC7 40 21 HNC75 is Am— K nc z DN D, PnE" E EEC cwnET PLAT OF SURVEY 0T Lo PRESERVE AT LIKE MONROE 4 K PLAT EDO, E2, PAGES 12-'5 OF THE PjBWC jESTRDE DT SEMN:LE CQj%7y, pCRC& NOT: 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). 3 8'5 6'3 3 TO, AND FOR T-,E, L = 3 A 9 8' ExVE USE 07: R=50.00' CD" EME T E cav" COMEWE 7nT NSIAME CWDANY CB=Nl6*4N20"W X V1RIGAG__ CON,':ANY, LLC Cz=33,33' 1 QL DIRCTOAS AND DGnNCES HAVE MEN PEID VERPED AND ANY E' G_ENCES HOVE 2EEN 1,'LTED ON SURVEf I ANYo 2. PROKRTY CZWERS %C= 4EREOW S. ET/FOEND ON 10-29-03, UNLESS OTHERUSE 0 3- THE SURVEYOR ,'_'.S NOT ABSTRA07ED THE is NT A%D S40IN HEREON FOR EASEMES, 90-17 OF N' ICH v'Ay 0 AFFEN ME LEMUR USE OF WE LAP,10 10 m A NO WZYMCOND vp;cTEUEW7S HOVE EFEN LaIND EKEPT AS SWWN, 5 ' 07 V D W74CUT 7-E ISNA-WRE AN: -HE AT ORALRAGEDSEAL07AR-ORDA LTENS ED E-RVEYDR AND VATPER, I — A FXAx,a,% ED 7HE ,,R',V mE S. ( PROPER" " PEAH 72 WE N ZWE X, AREA OUTS% 130 YEAR FLOOD NANE E"TAGE SnAN WEREW ARE ENDED c - SlAn: - = 30 7nTT AP&POVED 2Y TAW4 OKI to! m v- 4 9, 71 s' n- w 0, 1" = 3 GRAPrIC ALE 15 30 t. L ----- Ir----- NIIM".- Am - ---------- N87'15'04"W I "n, WT - - LOT 42 cS 152.88' LIT 47 4EREBY CEX77t 7, AT 7 S 23j%DARY SURVEY, SiDjECT T3 THE SJPVEy:)P'S NOTE_ C 0 N T J N -_ D H EP _ E E T S T A E 7EC-% -A_ S 7 SURVEYORS AN: MAZOERS A C-Ap_VR 6'77-C 71-7POL A1MVS7RL-!E COE- PjRSj,t.%T _ O 472 C27, FLORA, S-ATU-0 7- 0 E N, D LOT 43 00 3, K ZW -3 Wn" 2s H417E 2- 1K Hlin GnGts lz 7 7 AT.207 1 PLOT PLAN D ESCR i P T! ON: (AS FURINISHED) LOT 48, PRESERVE &F LAKE MONROE A,S TECOPIDED IN FIAT BOOK 62, PAGES 12- 5 OF THE DUELT RECORDS CT SEMAWE wwwws C"AAm S uw OR , ) 21 AS 000 1 ANS 1109 SWAM F(LOT ONLY, T-i:S SNUCTME CM TMS 206 1 UME FEET TAL CCMEM 50 Ul!N LOT X.Y) Sa FT SOD t543 SQ. Fig 1PER ENT 017 CONCRETE & STRUCENE TO LOT 26%2 3ULDING SETBACKS FRONTs 25' REAP SCE: 20' 5 1 Como, 15' m i1® 3 8'5 6 1 33 11 L= 33.98' R= 50M' C B = N 16 *4 3'2 0 "'W 0= 33.33' COUNTn FLORIDA I A f) Z 01, LOT 49 c M= w Fmom OR m WR ILOT 45 UP -0 CURB CONTAINS 10,541 RQUARE FEET N v r[ tS SIWU CRE " COWNS2-13E SQUARE FEET GONE PONCRIEW 'M Sl FT ± NaUMG 31DWOKAPRON) 1 I TD L 6, FT, 0 7p D C: p T"I ci PREPARED FOR: 70 C 7- N T, CO MA ."sro opp 0 50- Cv 1. ELEVATIONS SH0'0,'N ARE PER LOT GRADING r— i PLMS PRO'AND BY WE CW, cC 7 MR POT MAN S INTENDED FOR KRIVIUNG %RnSES ll!S ONLY IS NOIINTENDED FOR V! CONSTPUICTION 1) P RM,'_SED HMSE RE"R TO HWH WAN AND N UST FOR 00Y& TRUOTM, JILDINKC SET RCK UNES OMAN HEREON IS PER DATA iaV PiPMEHED BY CLENT AM IS FOR INFOWATONAL PUWOSES THIS IS NOT A SURVEY r- THIS IS A PLOT PLAN ONLY LxAMN THE R.V. FANcL N"D 120294 SID 35 E SAT',_r, 4/1,7/95 AND FOUND T'_JPjECT PROPERTY APPEARS TO LIE IN ZONE Y,, IR74, 3jTS;O-- '00 YE_=_ D-ANE S - ',,) ^1 -i E R-F, 0 N AR E H A, S E D 0 N T,E S%n& Lv LXE 07 &_ 45 mn DATo) 12i 10 AsPROVED BY: I q o noq I - 21- c z x, j3E3 Na. A S Y '52 AWN BY: T_w" Z cc 11-1 c _-_s Al17 320 EAST SCUM WKE7, SOTE lK GR-NDO, FLORICA ALA I Oq tM% 979 VAN t--------- - N87-15' 04" W R=A',, LOT 47 17 lliDlu-,, "' y EASEMI I It, 1 THE SURVEYOR HAS NOT ABSTRACKD !HE e _-_3,VK jN-- W WMViV LOT 9DTri 0 7 ON 5D'_NL R` LAND SHOWN HEiRECN OR EASEIJEW! RIGHT 7 RECORDr. MAY A'7CT TT-7- O' _S-_- 0,'- T 17_ . .. ..... . 1 7 2. , A NOjlHT,-,,Prj_ ND V DPOVLMENTS HAVE BE'-N MC47D EXQ5T AS 517OWN .=a — CWHO wwN"n -04 E!SLD SEA- G7 4 F_R D, C NSFD SJRV-YOR M417S 2-5K 5,, AND MA"ER, ARNms woos on" -an c"AwpE C' leAl CUD - UEP CUCnT 7s :04n7 R_,= vAnET J. NO - 42S U002 U FORM 60OA-2001 FLORIDA ENFRGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 3514LMR Builder- CFNTEX Address: 1re BRISTOL FOREST TRAIL Pennitting Office: CITY OF SANFORD City, State- LAKE MONROE, FL Permit NUffiber: Owner- CENTEX HOMES Jurisdiction Number: 691500 Climate Zone- Cerdr-A 1, New construction or existing New 12. C0,01jug 8yslelrls 2- SbWc family or multi -family Single faintly I, Central 1juit Cap: 30.0 k-Irru/hr 1 Number ofuruts, irmulti-fallury I s SUER: 12.10 4- Nurnbet of Berlroor,13 6 b. Ccidxal thut Cap- 36.0 kli tu/Tar 5. h this a worst case? yC-5 SEER: 12 05 6, Conditioncd floor area (ft,) 3515 IV c- N/A T Glasszvca & type A. Clear - suigle pane 418.0 it, 13, lkatuig systems b. Crew - double pane 0.0 112 a. flcxtuc Beat Rung) Cap 30,0 klltulir c. Tint/otbtt S116C - single pane 0.0 111 e 11S111': 7.55 filit/ oth" SllGC - double pace 0.0 ft, b. Mcctitc Beat Pinup Cor, 36.0 Movlui 8. Floor types HSH: 7-65 q- Slab-OD-Giradc Hge lrvsUlatioij R=0.01, 162,0(p) ft c- N/A b- Raiscd Wood, Adjacent R-1 1,0, 450-Ofil c. N/A 14. Hot warn systems 9, Wall types a- Tlcctric Resistarwc Cnp, 50.0 gallons a. Concictc, Int Insul, Extct ror 1038-6 ft' FT 0 86 b- Frame, Wood, Exterior R- 11 0, 1405.0 ft= b. N/A e. Frame, Wood, Adjacenj R=1 1 0, 208J0 III L N/A e. NIA 11R hear recovery, Solar 10- Ceiling types I)TIP-Dedicated beat pamp) A. Untlei Attic R 30.0' 1998-0 W 15, HVAC credits la. N/A CF-Ceiling fan, (—V-OUSS WrLilatiou, C, N/A I IF Whole bouso fan, 11, Ducts a- Sup: One- Ret: Unc. All: Garage Sup. R=6 0, 1 -0 ft covinig, b, Sup: Unc, Rec Con- AH: Inttiioi Sup- 'R 6'0' 1.0 R M!Z H-NIultizouc beating) Gh, ssfflocrr Area- 0.12 'Yotal asbuill points- 47484 Total base points- 50564 I hereby certify that the plans and specifications covered by this calculation are in cornpliar he Florida Lnergy Code, PREPARED BY: DATF- I hereby certify that this building, as designed, is in COMPkIflGe with the Florida I-riorgy Code- OWNER/ AGENT: DATE: Review of the plans and specifications covered by this SZ-4 calculation indicates Wfflplial-lGe with the Florida Enerri y Code. Before constrUGHOVI iS Completed w, this building will be inspected tor corripliance with Section 553,908 londa Statutes. (),r) WV. BUILDING OFFIGIAL: DATE: EnerqyGauqc- 0 (Version: FI--RCS8 Q-2) 04/30/2003 15:00 DEL AIR -- 4076614089 H0.425 U003 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRLSS:_, PLRMIT #: AS -BUILTBASE GLASS TYPES itione18FXConditioned X L3$PM PointsXL3S Overhang Ornt Len Hgt Area X St IM X SOF =Points Floor Area Type/SC 3515.0 25.78 1ia311,0 Single, Clear NE 1.0 160 32-0 43,65 1,00 1393.3 18 Single, Clear Nr 3-0 20.0 7.0 4365 0.98 299-6 Single, Clear NW 1.0 17.0 32-0 37.74 1.00 1205,0 Single. Clear SW 1_0 1&8 40,0 52.82 1 M 2110-6 ingle, Clear, Single, SW 1,0 17.0 32-0 52,a2 1.00 1688A Single, Clear SW 10 17%0 16.0 52.82 100 844,0 Single, Clear SE 1.0 17.0 32,0 134 1,00 181M Single, Clear SE 1.0 170 32-0 56.64 1.00 1812.0 Single, Clear NE 1.0 60 32,0 4165 0,91' 1356_2 Single. Clear NW U 6.0 16,0 37.74 0.97 586-5 Single, Clear SE 1,0 6,0 16-0 56,64 0.96 873.2 Single, Clear SE 1,0 6,0 16,0 5664 0.96 873-2 Single, Clean Sw 1.0 CLO 16.0 52-82 0.96 813.6 Single, Clear SW 1.0 6-0 32.0 52.82 0,96 1627,2 Single-, Clear NW 1.0 5.0 19.0 37-74 0-95 684_2 Single, Clear NE 1.0 6-0 32.0 43.65 0.97 1356.2 Single, Clear NE 1.0 7a0 16.0 4365 0.99 688-2 A-s-Built Total 418,0 21 2, S9 20022.9 WALL TYPES Area X BSPM Points Type R-Valtie Area X SPMPM Po I, inPointS Adjacent 2MO 0,70 145-6 Concrete, Int lw;ul, Exterior 4,1 1038.6 118 1225,5122 _'_5 Exterior 2443-6 190 4642,8 1 Fr-Ame, Wood, Exterior 11.0 1405.0 d1,90 2669-5 2 Frame, Wood, Adjacent 11-0 208-0 070: 145.6 Rase Total 2651.6 4-189.4 A$-RulltTotal-. 2651-6 4040 6 DOOR TYPES Area X BSPM Points Type Area X SPM = points Adjacent 0,0 0,00 0,0 LxteriorWoad 18-0 7,20 129-6 Exterior 38-0 4.80 182A Extericw Wood 200 7-20 144,0 Base Total 38,O 182.4 As- Built Total: 38,0 273.6 CEILING TYPES Area X BSPM Points TYPC R-Volue Area X SPMXSCM= Poirits Under Attic 19980 2A3 4255-7 Under Attic 30-0 1995.0 2,13 X 1 00 42553 Base'rotal. 1998A 4255.7 As -Built Total* 199&0 4]255 -7 FnergyGauqe(D DGA Form 600A,:2001 FnergyGaugeOfFlaRES'2001 FLROSR v3_2 04/30/2003 15*00 DEL AIR a 40"16614009 N0.425 P004 FORN't UOOA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS- I I I MOM EnergyGauge"" DCA Form SOCA-2001 En0rgyCauqcG/F1aRES'2001 FL.RCSD v3.2 04/30/2003 15,00 DEL AIR - 4076GI4009 H0.425 0005 FORM 60OA-2001 WINTER CALCULATIONS - DetailsResidentialWholeBuildingPerformanceMethodA PERMIT fYa AS-BUIILTBASE GjLASS T YPES X18XConditionedX BW M= Pointsdi Overhang orrit Len Hgt Area X WPM X WOF u Pain Floor Area Type/sc 3515.0 5M 31077- Single, Clear NE 1.0 16-0 32.0 12.00 100 383 9 8A-0 single, Clear NE 3.0 200 7-0 12.00 1.00 single, clear NW 1.0 17.0 32.0 12.23 1.00 391.0 Single, Clear SW 1.0 18-8 40.0 9.22 1-00 369-1 Single, Clear sw 1.0 17-0 310 9.22 1.00 295-3 Single, Cleat SW 10 17.0 1&0 9.22 1.00 147.7 Single, Clear SF, 1.0 17.0 32.0 8.34 100 268.2 Single, clear SE 1.0 17-0 32-0 834 100 2682 Single, clear NE 1.0 6.0 32,0 12.00 1.00 384,11 Single, Clear NW 1.0 6.0 16.0 12.23 1,00 195.3 Single, Clear SF 1-0 6.0 16,0 8-34 '1.02 136.4 Single, Clear SE 1.0 60 16-0 8-34 1,02 136-4 Single, Clear SW 10 6.0 16,0 9,22 1.01 149.1 Single, Clear SW 1.0 60 32-0 9-22 1.01 2982 Single, Clear NW 10 5,0 10,0 I2.23, 1,00 231 .8 Single, Clear NE 1.0 6.0 32-0 1200 1-00 384-116 0Single, Clear NE 10 o 12.00 1.00 192 O As - Built Total 416. 0 4' 314,9 WALLTYPCES Area X BWPM Points Type R-Value Area X WPM POirlts p 208.0 374-4 Conmte jntlnsul,Extedor 4J 1033,15 3.31 34316 Adjacent Adjacent ' rit 2443.6 2M 4887-2 Frame, Wood, Exterior 11.0 1405.0 2.00 2810.0 Fxtenor Frame, Wood, Adjacent 11.0 208-0 1,80 3(4A Base Total., Base 2651-6 5261.6 A-s-Ruilt-f0tar' 2651.6 661M l'ype Area X WPM Points DOOR TYPES Area X BWPM points 0.0 0,00 0.0 FAerior Wood 1&0 20.0 7,60 7M 136- 8 152,0 Exterior 3& 0 5.10 10-8 prior Wood Base Total: 38.0 193 8 As -Built Total: 3&0 288.8 CElLlNG::T: YYPES Area X BWpM E: pointsType R-Value Area X WPM X WGM Points Under Attic 19913.0 (),64 1278,7 Under Atto 30 0 1998.0 M4 X 1.00 1278,7 Base Total: 1998-0 1278-7 - AS -Built TOtaL 1998.0 1278.7 EnergyGauge(D [) CA Form WOA-2001 Ener yGauge jrjapES,2001 FLP,(-'SB v3-2 04/30/2003 15:00 DEL AIR 4 4076614089 N(A. 42S P006 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details EnergyGaugel DCA Form 6GOA-2001 EnergyGaugeaRaRES'2001 FLRCS[3 V31 04130z2003 15:00 DEL AIR 4 4076G140,99 NO.425 POO? FORV600A-2001 WATER HEATING & CODE COMPLIANCE % 1-33TATUS Residential Whole Building Performance Method A - Details ADDRESS: ... WATER HEATING Number of X Multiplier = Total Bedrooms 6 2564M 153£A.0 PERMIT #-, Tank EF, Number of X Tank X Multiplier X Credit ® Total Volume Bedrooms Ratio Multiplier 50.0 0.86 6 IM 2623,63 1.00 15741.3 As-Rui It Total: 15741.8 BASE Cooling + Heating Hot Water Total Points Points Points PointsPoints 1 538 5052949656841538450564 AS -BUILT Cooling + Heating + Hot Water = Total Points; Points Points Points 24914 6828 15742 47484 PASS FnergyGauqelm DCA Form 600A-2W1 Eno rgy-Gaugeoll" aRLS'2001 FLRC-Si3 v3-2 04/30/2003 15:00 DEL AIR -) 4076614009 NO.425 U008 FORN60OA-2001 Code compliance Checklist Residential Whole Building Performance Method A - Details PERMIT ADDRr-- SS-. 177 water Heaters -121 swimming Pools & spas 6121 hovyql head!, 612.1 2Air Dishibutlan Systems FIVAC CO insulation 607. 1 604. 1, 602-1 i,- r- r-LAr:i-V1 ITT A Comply with efficiency requirements in Table 6-12- Switch or dearly marked circuit brc aKer etectrie tx ecrtoft c as dust bedded, external 4r built in heat -lrT-1P-j U-(- L_nred Spas & heated pools must have covers (P-xLvpt solar heatod)- Non-commordial pods rnuct have pump timer- Gas spa & poui heifers must have a nanimurn thermal AfftLjen ot 7WA- Wat ul`jo" roust e nt-cted ta —nei-u-Onb—.0 fca Allducts, fittings, mochanical equipment 21)d plenum chambers shall be toochanilty attached, sealed, insulated, and in -tailed in accordance with the criteria of Section 6% Ducts in unconditioned attics- R-6 rf)ln- in-sulatian. rc both sides. EnergyGauqe' DCA Form 600A-2001 Fner9yC,au9eOjFlaRES'2()01 FLrCSB v3.2 I A I - 9 , 14 "::) ENERGY PE1W ORMANCE LEVFjL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE Sc,ORE* = 84.4 The higher the score, the njure efficient tire Ironic. L N— w-truction or cxistinp NCW IT Cooling systcuw 2. I;inEJc firaily o, multi - famnly Single faurily a- Centant Unit Cap- 30.0 kBtn/b, I Number of Units, if lualti-fitonly I SEER: 1110 4- Number of Bedrooms 6 K C-Qtral Unit Cap: 36,0 WaOlrS. Is this a worst case'? Yes SEMR: 12.05 6. Conditioned floor arca (it,) 35I5 f1l c NIA 7, Glass area & type a. Ocar - single pturc 418.0 it' 13- ficating systcms b- Clear - double parie rintiodier 0,0 fia a. Elfrilic fitat ywilp Cal): 30s0 "Unqu- c- SIIGC - s*le Vann 0,0 W 11SH. 7,55 d. -firit/other S146C - dodh1c pane 0,0 It, b- ElcuVic cleat I'llillp apt 36 0 k)3tu/hr 8 Floor types IISPF- -1,65 a. Shil) on_Gja& FAsle insulation R 0.0, 162 0(p) ft c. N/A b Raised WoM, Aqjacent, R-- 11.0, 450roft, c- N/A 14. Hot war" syscaj-L-, 9. Wall tyix-s a Electric Resistance Cap.- 50 0 gallons a- Concrete, lilt Insul, 13XIM'or 10:38,6 W IT: 0 86 b. Prame, Woad, jiixtcjoc W_ I 10, 1405,0 it, U N/A c Fname, W(xxi, Adjacent R 11,0,20LOW d- N/A c corLs"Vntion crraiLs e. NIA IM-Heat recovery, Solar M ceiling types NIP- Dedicated licat Pump) a- Umlct Attic lr= X0, 1998,0 W 15 HVAC credits b. X/A CF Ceiling fan, Mc_,n)ss entilatoya, c. NIA HF-Whole hou5c fin, I I. Ducts PT-Netetarturiable 11itallostAt, R Sul): Unc, Rcc Unc, All: Garage Sup, R -6.0, 1.0 ft RD -Attic radiant barrier, b. Sup: Unc. Ret: Con, All.- Interior Sup R-6.0, 1.0 ft W—C'Multizoac cooling, W-H-Mottizoric hcatiog) I certify that this home has coraphed with the Florida Energy Efficiency Code For fluilding Coitstructiou throuf,11 the above exrcrgy Saving features which will be installed (or exceeded) in this how. belbte final juspectiQla. Otherwise, a new ITI, L)isl)lay Card will be con-q)lcted based iHStallQtlOR Code con-y1jaint feat rcs, Builder Siguatare- Adtlrcs--,ofN(-wiloille./_iOB_RI_ST_O_LFOREST TR. City/M Zip: ___LA KE 47 NOIR- 2'he home's estirriated enerLyperpimancescoreisoiIy ava dable through the FIAXFS computerproirant. Thisis not a BuildingEnergy Ratting. Ifyour score is 80 or greater (or cob for- a US EPAIDOF Enersystar"mde_qgij, ji r onyourhome may qualify for eneigy efficiency rnorri,,age (FEM) incentives if you obiafna Florida Energy Grauge Rating. Contact the Enejyy Charge Hotline eat 3211638-1492 or see the fnerry Gauge web site at rewwfisec.ucf-edufor information anda list of certified Raters. For infinmation about Florida's EftergyEfficic7rcy Cqde For -Building Cowtruction, contact the Department of CommuniryAffairs tit 850,487-1824. EnergyGauge* (Version: L12C F3 v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8,2901 109 COMMERCE SIREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 SEEM MMEOMM For-. CENTEXFOX&AXW Weiti-rer. Ot"d)_-/\P, FL, US Winter Design Conditions Summer Design Conditions Ol,kide, db 38 'F Ott-ide db 93 `F aside c1b 70 'F Inside db 75 `F TD 32 'F De-sx p TD 18 `F Daily raV, M ReMle humidity 90 "1/6 Moisture difference 43 gr4b Heating Summary Sensible Cooling Equipment Load Sizing Bifilklirg Feat loss 46173 BUh Structure, 35939 Bb-h Ventilation air 0 cfrn Ventilation 1980 Ruh Ventilation air loss 0 Ruh Design ternpet-ature swirxj 3 0 `F E)(ecjr, heat kxxi 46173 Btuh UA,- I data In Ratekwirg r-nulfirker 0.98 Infiltration Total sons. equip, ioad 37161 Btuh Iv9ethccf sirr)11fkA Latent Cooling Equipment Load Sizing CAmistruclim quality Average Firephoes 0 Internal gait -is 2,W Bbih Ventilation 29-49 Btuh Heatin Colofin hifiltnation 1,-528 Btuti Area (ft) 3M 351 Total latent equip. load 10R-1 Btuh VOILUTle (W) 28120 28120 Air (I ianqMmir 0.70 0.40 Rol e(Luiprnerit load 47938 Btuh Equiv. AVF (cfi i 1) 328 187 Req. to I capacity at 070% SHR 4A ton Heating Equipment Summary Cooling Equipment Summary NU e rVa ti n/a Trade rasa TradL, n/a rva rva rVa Efficiency I-Va Efficiency Wa Heafil-q itput r,"bk,, "irg 0 Ruh I ie,-b)g oL4)Ljt 0 Btuh Latent ck"irxj 0 Bith Fleati temp rise 0 'F Total cooling 0 Btuh Actuali'lleating fan 0 cfrn Actual cmling fan 0 cfrn seating air flow factor 0.(ffl cftTifth Cooling air flow factor 0,000 (Irffituh Spaoc dxfmostt rva LuEl -%,nsilk, heat ratio 0 11,110 PrintoLA cerfified by ACCA to P-leet all iNuirements of Mamk- J Ar Ed. 2002-Apr-04 10 16 41 L, \I[de.sTJ ox & Jacobs 2002 1351413b14 ssr Paqo 1 RIGHT-J CALCULATION PROCEDURES A, B, C, Entire House t DEL AIR H ATTI G,AIR CO[MITI ! ,R Jade: 3514 8.29.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration !-ITTVI Calculation* 1. Writer infiltration AVF 0.70 ach x 28120 f 3 x 0.0167 — 328 cfm lsoLded zones = 0 cfm Total = 328 cfm 2 Winter infiltration Icxad 1.1 x 328 0111 x 32 °F Wnter TD— 11548 Bb_fh 3. Winter infilt ation HTM 11548 Btuh ( 392 ftz Total window = 29.5 Btuhlftl and door area Procedure B - Summer Infiltration !-ITM Calculation 1. Summer infiVrAion AVF 0.40 ach x 2812.0 ft3 x 0.0167 — 187 cfm lsolated zorles = 0 cfm Total = 187 cfm 2- Surnmcr infilirakm load 1.1 x 187 cfm x 18 °F a7Tvy TI = 3712 Btuh 3. Summer in%-Axi Ll M 3712 Btuh ! 392 ft2 Totai window = 9.5 Btulollf' arxi door area Procedure C - Latent Infiltration Gain O.C> 3 x 43 grllb moist Jiff. x 187 cfm = 5528 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing kx)d Sensible ventilation load 1.1 x 100 cfm vent_ Sensible load for structure (Line 19) Sum of ventilation and struc#ure klads Ratirxg and temattare srxg multiplier Equipment sizing k)ad - ser-isible 2. Latent s-izirxg load Latent ventilation load 0.68 x 100 cfm vent - Internal loads = 230 Btuh Infiftation load from Prcx cdure C Equipmet>t wirx kzad - k~rtent CAX1SbUWt1 Quality is: a x 18 °F SL myll) 19W Btuh 35939 Btuh 37919 Btuh x 0.98 37161 Btuh x 43 90b, rnoist.diff. - 29 !9 Btuh x 10 1e + 2300 Btuh W8 Btuh 1W77 Btuh No. of Fireplaces is: 0 Printout cerbfie 1 by ACCA to n ieet all requirerrlents of Manual J M Ed. N/Vr74-31--itSCA-t RIgh1-Suite ReSaelenttal" 5-5.06 RSR26014 2002-figr-04 10.16.41 r_.TdesiflEox & Jacobs 2002\J814i3514-tm Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job.- 3514 29_01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W s D W G L s S 0 N A s 0 0 w c w s N K I A L 0 T H V G N H v v H H N H D y R L A W R A H L G C R R G T A A W L Z E M D G Z L 0 x y T m R R LDY BDRM6 a n s a c n 0 d 1 1 90 to 1.0 11.0 5.2 30.4 16.0 0.0 WICIBTH2 FAMILY e a c T) 0 d 1 1 90 1-0 1.0 11.0 5.2 54.4 32.0 0,0 S a c n 0 d 1 1 90 1.0 1.0 11'0 5.2 30.4 32.0 0,0 NOOK/KITCHEN b n e c-1 c n 0 d 1 1 90 1.0 1.0 11'0 7.0 54.4 40D 0.0 DINING/LIVING a 11 n a c n 0 d 1 1 w 1-0 to 11.0 52 20A 32.0 0.0 a 11 w I c n 0 d 1 1 90 to 1.0 ito 52 54A 320 0.0 BDRM2 I n w c c n 0 d 1 1 w 1.0 1'0 4.0 5.2 54.4 32.0 0.0 BDRM3 a Ll s c c n 0 d 1 1 90 1.0 1'0 1.0 52 30.4 Mo 13.5 BTH3NVIC BDRM4 a rl s c c rl 0 d 1 1 90 1.0 1'0 to 5-2 30.4 16,0 135 BTH4 BDRM5 n e c c n 0 d 1 1 90 10 IT) 1-0 5.2 54.4 16.0 TO A/r_jqt_jt_SC_)tt Right -Suite Residential" 5 5 06 RSP26014 2002 Apr-04 1016:47 ACCN I \FdesUWox & Jacobs 2002t3514\3514,rsr payo I nqmm n e c c n 0 d 1 1 90 to 1.0 1.0 5.2 54.4 32.0 0.0 MSTR. BTHIWIC n n c c n 0 d 1 1 90 1'0 1.0 1'0 32 20.4 Wo 0,0 GAMERM n w c c n 0 d 1 1 90 1.0 to 1.0 52 54.4 32.0 0-0 wn c c n 0 d 1 1 90 to 1'0 1'0 5,2 54.4 16.0 0.0 vvrlghLSC-->i--L 2002 Apr 04 10 16:41 ACGN E-\Hlv,,,Tl ox & Jacobs 20021351413514 rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8.29,01 109 COMMERCE STREET, LAKE MARY, Ft- 32746 6206 Ph-'--' '407831-2665 J 791 F-d I Ram d FUD"I FnQre 1-kxne ZONE I ZONE 2 2 LmAdep-k;cdvA-J 3C1N R 170.0 ft 210.0 ft 3 Rayn dna turs 4 CAi'kyj-, Goak,CAxi 8,0 fi hatkixi d 8'() ft d o RD R d n PYTIE OF GST ffm m) Lax I ft ti) Ala) lmi(11) Aw Lfw(mi)) A E)POI- 14T W) Hlg Ck) Oil mg Cig (ft') f iM C19 (w) HIC) Clg 1119 ug 5 Gvass a 14B -14( 21 1 is"i 0 EWIXI b 1,1C 31 S 1. 2q w'*' ald c A- 10) 0 I 0 d 0'( W0e0, 0 ' ( f OJ00 0 6 V*dw; a-d a IC 37f - 314 li(Tld w 5V2 IT) 62KI gh-'s docr, b C 3N - 4( 14-Ai 40 1478 Cl () -1. k), libng c' lK, 'N8.i j 0 C d () 0 0 e () ( 0 0 0( ": I 0fc0 0 0 7, V\4dw-, a-d Nodh Z)"I' (1- q gL' Is", (k NEM 0( 0 0 i I 1 i ... 04 3 1_-"vv ;111142011laol00saldl 14fid 15c, I iorz ("1 0 0 8 O0kyAxxs ,l la' 121 711 71 Zr I, ' HAT 1) 11AI 8't I"? 1 0 0 0'( 0() 0 0 0 9 Ekt a HB 4( 2 1 laki ml 211 IWO -0" 2IKi ) I I oplk)l11) 13C 3,` 1 P1 246 91 W 21v"' 91 w"A3 ""I 12C1 21 1 1510 0 G 151( MI) 11Tfl, 0 (1 (1 0'(' OC 001e0 C 0 0 f 0 lol 1( E 0 0 2-1'l 2827 11 0 V107) IJ- tic), - t10 Gl ililIOG1I'l 2010 AW t) 0( 0( C 0 0 ol 0 G (I o Ol Ol 0 C, (1 0 0 0 (1 1 (1 0 1 11 0 0- G 0 0 1 0 0 0 0 1( -- 11 ](X-W' a72A 0 0 1 A 4111", 5a3 o 0 C 0 51 5a3 1 1 pm"' k fc0'( Ol 0 01 0 0 0 0 1 is dvspj (11 01 0 (1 0 0 0 (1 Ol (I 0 0 C 0. " —01— —0 0 -- -- --- 0 o 1 0 - ----- 12 h firm, 6w) a xJ 9F aTIll I 1!Ai 3712 722 U110 211W 170 an 1610 13 ',Lt*)tA kx-k C, 8 11 12 lfflf Lfx>; ext fl ht-6)() 0 0 1, fi ardef 0 14 [ X K A 6&1; hyil 4193 1 Yit Z'f) lul 15 Tou kks - ul i'l 4 3173 1 2218 1611 'yRq*66cil Ax) 1( —* AU) 7 21R) 3 9(X AKA ((s't 13 M 2vy U 17 'Aft A F Hj wi -718- 11211 G 3 17) x k n (r k ir v j01 1 1 i ..,, <.., ,.. .,.. 0 0 ... y1fil 1, v I cM i6H it) { l 7 18)'l It-F (X) 1,(X) ... Imml I oci I I IWI NfR"(jkwNj ((ffn) ------ 2AX) Ell laf)t vat ----- L l'TXlL Ml 1 'JAX) - - --- PrititDLAcA,Afie(JbVACCAtomeet IlRx. juir(,n-x-i)t-,ofManual J7#iEd. Righl, Suite ResOmh55olll 06 P SR?6014 2002-Ap,04 10,16 4 7 K Or" E 'f lle hf ox & J lcohs 2002\3514Q514 rar Page 1 OkIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House Job: 3384 9.5.95 109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phom (407) 831-2665 k R For: CENTER HOMES A f* Weather: Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db i 38 T Inside db 70 F Design TLC 32 F Heating Summary Buildiu, heat loss 61228 Btuh Ventilation air 100 cfrn Ventilation air loss 3520 Btuh Design heat load 64748 Btuh Method Simplified Construction quality Average Fireplaces 0 Hearing Cooling Area (ft2) 3588 3588 Volume (ft') Air chan es/hour Equiv. 21F (cfm) 33350 33350 0,7 0A 390 223 Heating Equipment Summary Outside db 93 F Inside db 75 F Design TD 18 F Day range11 1Relati% e rnidity M 55 Moisture difference 37 gr/lb Sensible Cooling Equipment Load Sizing Structure 44442 Btuh Ventilation 1980 BtUh Design temperature swing 3.0 F Use irifq. data n Rate/swing multiplier 0-98 Total seas. equip, load 45493 Btuh Latent Cooling Equipment Load Sizing Internal gains 1840 Btuh Ventilation 2500 Btuh Infiltration 5569 Btuh Total latent equip, load 9909 Btuh Total equipment load 55403 Btuh Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Efficiency n/a Efficiency Heating input 0 Btuh Sensible cooling Heating Output 0 BtUh Latent cooling Heatin temp rise 0 F Total cooling Actual fanActualeatingfan0chricooling Heating air flow factor 0,000 cfn-T/Btuh Cooling air flow factor Space thermostat n/a Load sensible heat ratio n/a 0 Btuh 0 Btuh 0 Btuh 0 CfM 0,000 cfm/Btuh Aoltatfc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed, MW VVr-,, May-03 19:11: 16i-jt-_.C>frr: Right-SudeResile,,Iiall-5,0.45RSR26014 2001 E:4Fileslcentex43541%354113541a.rsr Page I RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AI R CONDITIONING,R Job: 3384 9.5.95 109 COMMERCE S1 REET, LAKE MARY, FL 32746 6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTIVI Calculation* 1 Winter infiltration AVF 0,7 ach x 33350 ft-' x 0.0167 390 cfrn Isolated zones = 0 cfrn Total = 390 cfm 2. Winter infiltration load tl x390 cfm x 32 'F Winter TD 13723 Btuh 3, Winter infiltration HTM 13723 Btuh I 627 ft2 Total window = 21.9 Btuh/ft2 and door area Procedure B - Summer Infiltration HTIVI Calculation 1. Summer infiltration AVF 0.4 ach x 33350 ft3 2. Summer infiltration load 1,1 x223 cfrn x 18 3- Summer infiltration IFFM 4411 Btuh / 627 ft2 x 0.0167 Isolated zones = Total = F Summer TD = Total window = and door area 02=1111 0 cfm 223 cfm 4411 BtUh 7,0 Btuh/ft2 Procedure C - Latent Infiltration Gain 0,68 x37 gr/lb rnorst-diff, x 223 cfrTi = 5569 BtUh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 100 cfm vent. x 18 'F SurniflerTI]i 1980 Btuh Sensible load for Structure (Line 19) + 44442 Btuh Sum of ventilation and structure loads 46422 Btuh Rating and temperature swirl multiplier x 0 98 Equipment sizing load - sensIle 45493 Btuh 2, Latent sizing load Latent ventilation load 0,68 x 100 cfm vent- x 37 grAb rnoist,diff, 2500 Btuh Internal loads = 230 Btuh x 8 people + 1840 Btuh Infiltration load from Procedure C + 5569 Btuh Equipment sizing load - latent 9909 Btuh Construction Quality is: a No- of Fireplaces is: 0 BoUltialic values have been tranually Overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. VF-pC9U-jtS"fjL Right-SudeResilenti,,I"5.0.45RSR26014 2001-May-03 19,11,49 EAFi1es\rentex"541M410,"1a.r5r Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job- 3384 9.5.95 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) B31-2665 M LJi7lbEd,----- I Name of room Entire House ZONE 1 ZONE 2 1770 ft2Lengthofexposedwall415.0 ft 238.0 ft 3 4 Room dimensions Cerings Condit. Option 9.0 ft beat/coot d 9.8 ft heatic6ol d n 8-3 ft beat/cool d n TYPE OF GS- I FLM Area Load (Btuh) Area Load (Btuh) Area Load (Binh) Area EXPOSURE NO, Htg Gig ft') Htg C19 (ft') Htg C19 (111) Htg Gig Litg Cig 5 Gross a 14 4.6 2.1 1764 1764 270 0 1440Exposedb122-9 1-9 1710 walls and C 13 3-2 L2 308 308 0 partitions d 0.0 0.0 0 0 0.0 0.0 0 0 0.0 0.0 0 0 0 6 Windows and a 1C 37.0 421 15560 260 9610 161 5951 glass doors b BC 37,0 112 4140 112 4140 0 0 Heating c 9C 381 36 1394 36 1394 0 0 0 0... 0 0 0 0 e 0.0 0 0 0 0 0 0 00 0 0 0 0 0 0 7 Windows and North 21.1 236 4988 214 4533 22 456 lass doors NE/NW 394 0014)g EjW 58A 12 244 473 14228 12 106 473 6177 0 137 0 8051 SEISW 474 10 497 10 497 0 0 South 30-4 67 2034 65 1976 2 58 I lorz 0.0 0 0 0 0 0 0 8 Other doors a 10F) 14.7 9.9 58 854 576 58 854 576 0 0 0 0.7 00 0 0 0 0 0 0 0 0 0 00 0.0 0 0 0 0 0 0 0 0 0 9 Net a 140 4.6 2.1 1407 6483 2897 1407 6483 2897 0 0 0 exposed b 12C 2,9 L9 1458 4199 2834 179 516 348 1279 3684 2486 walls and c 13C 3-2 1,2 290 914 339 290 914 339 0 0 0 partitions d 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 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a I GC 1,1 1A 2109 2227 2922 668 705 926 1441 1521 1997 Is OT) 0.0 0 0 0 0 0 0 0 0 0 c 0,0 00 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 00 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 11 Floors a 22A 25-9 0.0 238 6169 0 238 6169 0 0 0 0 Note: room b 20C 23 10 0 0 0 0 0 0 0 0 0 Perimeter C 0.0 00 0 0 0 0 0 0 0 0 0 is drspL d 0.0 0,0 0 0 0 0 0 0 0 0 0 for slab e 0-0 0.0 0 0 0 0 0 0 0 0 0 floors) f 110 0,0 0 0 0 0 0 0 0 0 0 12 infiltration a 21.9 70 627 13723 4411 466 10199 3278 161 3524 1133 13 Subtotal loss=6+8-+1 1 12 55662 40983 14679 Less external heating 0 0 00Lesstransfer0 14 Duct loss 10° 5566 10U 4098 101 1468 15 Total loss = 13+14 61228 45081 16147 16 Int. gains: People L 300 8 2400 6 1800 2 600 Appr 1200 1800 2 1800 0 0 17 40401 2,5620 14781 Less external cooling 0 0-- 0 Less transfer 0 0 0 18 L' Duct gain 4040 101 2562 10'/ 1478 19 T SH gain= H 7+ 18) Total R 1,00 44442 1 00 28182 1,00 16259 020 Air required (ch-n) 2200 2200 1400 1400 800 800 PrintOL.It certified by ACCA to meet all requirements of Manual J 7th Ed. Rkjld-Suite Residential- 5,0.45 RSR26014 2001-May-03 19:1149 Page 1AEKE:\F des\rentexM4j\3541\3541a,m RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 3384 9.5.95 log COMMERCE STREET, LAKE MARY, FL 3274&6206 Phorle! (407) 831-2665 W S D W G L s S 0 N A S H 0 v 0 v w C w N N K Y I R A L L A 0 H V G N W R A 11 L G C R R G T T m A R A RD w L Z E M D G Z L 0 x Y SITTING a c n 0 d 1 1 go 1,0 1,0 to 15.0 1,5 1,0 6,0 6,0 54-4 30-4 19.0 19.0 0,0 19-0 b c n 0 d 1 1 go 1 1 go 10 10.0 2O 3,0 76A 12O 12.0 a n se b c n 0 n 0 d 1 1 go 1,0 0 2,0 8-0 47A 20,0 20.0 c n se b c n MASTER BEDROOM 0 d 1 1 go 1_0 1,0 1.5 6.0 20.4 9,0 0.0 a c n MASTER BATH 0 d 1 1 go l'o 1.0 1,0 5.0 54A 16,0 0.0 a n w nw b b c c n n 0 d 1 1 go 1_0 l,o 1 0 10 to 5,0 5.0 39-4 47A 12-0 12.O 0,0 1-5 a n sw b c n 0 d 1 1 go 1.0 FOYER 0 n 1 1 go 1,0 1,0 9.5 2,0 87A 12.0 0.0 w a c n DINING 0 d 1 1 go 1.0 1.0 10,0 6.5 54.4 39,0 0.0 w a c 11 KITCHEN s a c n 0 d 1 1 go 1.0 1,0 11,0 10 30A 7.0 o'o BREAKFAST s a c n 0 d 1 1 go 1.0 1,0 ito 6.0 30A 39-0 0.0 FAMILY b e a c s a c n a c n n n 0 0 0 d d d 1 1 1 1 go 1 go 1 90 1'0 l'o 1.0 5.0 10 29 O 1.0 11,0 to 6.0 6.0 8.0 54.4 30A 20A 39-0 19,0 48,0 20.5 00 0,0 LIVING b e a c e a c e a c n n n 0 0 0 n d d 1 1 1 1 go 1 90 1 go 1.0 1.0 1,0 11.0 12,0 11,0 2,0 1, 2.00 3.0 8O 8,0 87A 54A 54A 6,0 6 4,0 16,0 6-0 14- 64,03 AXN vvvl jhtsc) ft Right -Suite ResidenUall"5,0,45RSR2r 014 E:\Filest66fitex\3541\3641)3541a-Isf 2001-May-03 1911 A9 Page I LOFT a n e b c n 0 n 1 1 go to 1.0 0,5 4.0 87A 19-0 1.6 BR2 a n e b c 11 0 d 1 1 go 1.0 tO 0.5 5.0 54A 23,0 1.5 BR3 a n w b c rl 0 d 1 1 90 1,0 to 1.0 5,0 54.4 16-0 0.0 a rl w b c 1-1 0 d 1 1 90 1.0 to to 5.0 54.4 23-0 0-0 BATH3 BR5 a n w b c n 0 d 1 1 go tO 1.0 0.5 4,0 54A 16.0 13 BATH 2 BR4 a n s b c rl 0 d 1 1 90 to 1,0 1,0 5,0 30.4 16,0 14,1 CAA MEROOM a n e b c 11 0 d 1 1 go 1,0 1,0 0,5 5,0 54A 32,0 2,1 a n e b c rl 0 d 1 1 90 1,0 1,0 0-5 5.0 54A 16.0 1.1 vvrlghtSC)ft 110,11-s"ile, Residmtial— 5.045 RSR26014 2001-May-03 19-11-49 ACCK E,\f-ilesNcentex135411354113541a-tst Page 2 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8.29.01 109 COMMERCE STREET, TAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For, (J34TD(F0XKY1CXDBS Wes: KUDELV4 weaff)cc FL, US Winter Design Conditions Summer Design Conditions 0EAskle db 38 T Ott4le db 93 T Inskle db 70 T lickle, db 75 T Eiji TD 32 T Dcqji TD 18 T i-arxge M RehWe Wmidity 50 1% Moisture cifference 43 jrAb Heating Summary Sensible Cooling Equipment Load Sizing Bukling heat k)ss 46173 BUT Structure 35939 BUT ventil0ti-xi air 0 GfM ver-djUkNI 1980 BUT Ventilation air loss 0 Ruh temperature sWixi 3.0 T Fx---,Kyi heat kv)d -16173 Btuh Use n-(g data ri R,,flN,,wirq rnt3ffipk-r 0.93 Infiltration ToUl seEs. equip, kid 37161 B10) sin-)[A&A Latent Cooling Equipment Load Sizing Construdion quality Avor,-x)e Firephu's 0 Intervial g'141S 2300 MAi venfiUm 2949 BUT Heatin Coolin Infiltration 5,528 Mh Area (ft') 3519D- 3519D FoUl Went equip. Ud 10777 Mjh Volume (ft) 28120 28120 Air dkirwr--A"ir 0,70 0.40 RM (XjdVT`ffA k-,CX! 479<38 BUT Equiv. AVF (cfryi) 323 187 Peq tckA capadty at 0.70% S1 R 4A t(" Heating Equipment Summary Cooling Equipment Summary U-ie rva 4q1- rVa True rVa Ti c rva rva raja rva Efficiet" Wa Eff-"erlcy Iva He-fd q ipra ki rsflk cocfirg 0 BUI f iE-,*)g (XAIXA 0 Mjh I ;-detit mAing 0 BtLAT Htirx temp rye 0 T Total cx"11 g 0 MA AckjAYbrig fan 0 cfm Actual (XX)IiV Ig kirl 0 chn Fieabng air flow factor NX)O c1ruifth Cooling air flow factor 0.000 cfiEVBtuh srwe 0 "Trxx't A rva Kxj Salsilk tv-'at rAk-) 0 1% PriiW ckAtAwA by ACCA to meet A RXILAFUT)a AS Of MZHIJA J 7fli Ed Vr1" ht---;C -)ft Right -Suite 5 5,06 RSR26014 2002 Apr-04 10A6:47 F V fl,,s\fV-,)x & Jacobs 2002\3514%3514 sr Page 1 RIGHT-J CALCULATION, Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 &29.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Prone- (407) 831-2665 Procedure A - Winter Infiltration HTIVI Calculation* 1. Winter infiltration AVF 0,70 ach x 23120 ft3 x 0.0167 - 328 cfm UAated zories = 0 cfrn TotA = 328 cfm 2 Writer 44", t"T had 1.1 x 32-8 cfm x 32 °F Wrta TD- 11 W Bttih 3. Winter irifi li-afJ n l iTlvl 11548 Bhih l 392 fv Total wirxlow = 29.5 Btuhlft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiftr, n AVF 0.40 ach x 28120 fta x 0.0167 - 187 cfm mated zones = 0 cfm ToU = 187 cfm 2 Summer irAttrlti)o k A 1.1 x 187 On x 18 °F Stri-nxfTt) = 3712 Bh1h 3. Surlyn r-eifilb2lticvl i lTivl 3712 Btuh / 392 ft2 Tot -if window = 9.5 Btuh/ttl and (bor area Procedure C - Latent Infiltration Gain 0,68 x 43 (101) moist diff. x 187 cfrrl 5528 Btcdi Procedure ® - Equipment Sizing Loads 1, SensiW sizing kid Sensible vei&AkN1 kx)d 1.1 x 100 cfm vent Sensible had for stilicfure (Line 19) Sum of ventilation arxt structure kxads F a' A)g and teinlx r,,*w S OvjITILA[AKY Equ : it ,wing kx xl senskle 2 Latent wi -ircl kkaci Latent ventilation load 0.68 x 100 c:frn vent - Internal hicfs = 230 Ruh fnfiitraticli kid fiocil Procx'dure C; Equiffsizuxl kxid -- I A(i it CAXISWAM Quality is: a x 18 "F SrsivrTI7 - 19BhJh 35939 Bid i 37919 Bb- ih x 0, 98 37161 Bbih x 43 901) moist.diff. - 2W) Btuh x 10 pc + 2300 Bftjh IL28 Mill 10TR Binh No. of Fireplac -,s is: 0 Pra AM certified by ACCA to r>iect A of Mar u1l J 7th Ed, VVVIChtS"Ft Right -Suite Residential" 5b.06 RSR26014 2002-Apr-04 10-16.A7 E\F11est4lFox & Jacobs 2002t3Sf4\3514.rsr page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 8-29.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phoney (407) 831-2665 w s D W G L S S 0 N A s 0 0 w c w s N K I A L 0 T H V G N H v v H H N H D y R L A W R A H L G C R R G T A A w L Z E M D G Z L 0 x y T m R R LDY BDRM6 n s a c n 0 d 1 90 1.0 1 D 11.0 5230.4 16.0 0,0 WICIBTH2 FAMILY ca n e a c n 0 d 1 1 90 1'0 1.0 110 52 54A 32.0 0-0 a n s il c rl 0 d 1 1 90 1.0 1-0 ito 5.2 30A 32.0 0-0 NOOK/KITCHEN b n e a c n 0 d 1 1 to 1.0 ito 7-0 54A 40.0 0.0 DINING/LIVING n rl a c 11 0 d 1 1 q0 10 to 11-0 5.2 20.4 32.0 0,0 3 n w a c rl 0 d 1 1 yj 1-0 1.0 ito 5.2 54.4 32.0 0,0 BDRM2 a n w c c 11 0 d 1 1 C-0 10 1-0 4,0 52 54.4 32,0 0,0 BDRM3 a n s C C n 0 d 1 1 w 1.0 1'0 1.0 5.2 30.4 16.0 13,5 BTH3[WIC BDRM4 r) s C C n 0 d 1 1 90 10 to 1.0 5.2 30.4 16.0 13.5 BTH4 BDRM5 a n e c c 1-1 0 d 1 1 w 1-0 to 1.0 52 54.4 16.0 U VVVjqFllL-,-lC>fL Right -Suite Residenhai " 5,5.06 RSR26014 2002-Apt 04 1016,41 C EAf-iles\hFox & Jacobs 2002\3514\35141f"A Page 1 n e c c n 0 d 1 1 90 to to 1.0 5-2 54.4 32,0 OD MSTR. BTH/WIC n n c c n 0 d 1 1 90 to 1.0 1.0 3.2 20.4 10.0 OD GAMERM n w c G n 0 d 1 1 90 1.0 1.0 tO 5.2 54.4 32,0 0,0 F) w c c 11 0 d 1 1 90 1.0 to tO 52 54A 16.0 0.0 t Right -Suite Residential' 5.5_06 RISH26014 2002-Apr-04 10,16:47 C L:TdoMW ox & Jacobs NO2\351413514 vsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 3514 &29.01 eas I-- T— t. i Fit I Rv1*-,dTcK ITI Entire 1-"ne ZONE I ZOW 2 2 I s 1# xxxxi i 3800 ft 1700 it 210,0 ft 3 Wundi)mim 4 xr, all it (AA)n 8 0 fl WthA d 8,0 ft I T) 80 a d n WIE (f m I TIM Arm Ladphil) AM I (W fth) mra L-m P1 1) h0a F-A-IMM, tK1 f Wj Ck) fF) Htg cig if) I-ftq Ck,j (W) I Itg ckj itig Ckj 5 CA -us a M 4,( 21 MA IXA 0 Dqlad I) IX 3' 12 Cad c 12C 2f 1.9 I(R) 0H Im 0( Oc' 0 0 0 ( OC 0 0 6 VWAwaxi a 1c 37f 314 11W5 144 a322 I -A) cxi guss door", 1); W 37( 1( 1478 40 1471 0 0 I k N All) c 9c 38 0 0 0 0 0 0 1--, 0 0 0 0 Of 0 0 l", 0 7 Kimrad Node 20A1 if 14M W 1 f Ff3 h,s kw'; NUMq ( 0( 0 0 0 oxix Ail 7VI I r2 I 128 TixI nw 01 0 0 IM) 4t 15 Fiore 0 1 0 0 B CA *I J'ox" d 11A 18 12 i l 717 4 IN 717 0.( 0 0 C. 0 0 9 r-k A 1,113 4E 21 Rw 21f0 I(kS) 4KA W 0 L 3C, 3 r 1 2,16 91 78 211(3 91 0 0 wCad c IA 2r 1,9 1510 41319 ZM 0 0 1510 0( 0 0 0 0 C 0 1) 1 0 f 0 0 0 0 10 Cf,1111 KgS W 1 14 AYIO 2" XV7 I 1 2V4 IW10 (I c 0 0( 0 0 0 C01011001 01 1, 0( 0.( Icj 0 0 0 0 0 0 0 11 F kxx", 1( IA 1W3 0 VO 4,14; 1 0 Wk rcwl 1'l I 1 516 513 0 0 51 10i ky G 0 c 11 0 a 11 0 0 1IO(,j c 0 a 0 0 1 0( of c 0 G C 0 0 0 0 0, W 0 o 0 0 0 12 1111RIZAtm a A)l 9 W I 1W 3112 222 UAC 21I(V I -A) Mli 1610 13 Sf1dr kx 6i8114 12 41T15 0 0 tf 0 0 c I 14 A KA kcs 1(11/1 41 ICY", M) 1UXj IKII 13+ 14 1 2561 16 hit (jam AV IC AM 3 90(1 IM) 2 1M) 11 FAiklR410) 103a12(16 a)72 I(G-() 161,12 0gg 0 0 0 c( x,w l) ",(k W k Axx I I IZI t UG31 I (yx, 161 19 J(kAk, 1) ImKI I'm I It I//,jA f, l fe nx im j Imo LA niikxjt ckgbf)(A by ACCA to aw-,d A KcjUR-n-"*-, of MaruJ J At Ed. 01 lf Right Suite Residenlial' 5 5 06 RSR26014 2002 Apr-04 M 16 4 7 Frkn,,, N ox & Jao)bF, 200,11,1 14\35I4 ri Sage 1 H I OTLP,!-- I :)--, 1 r- D 4l I 3 SS` b(VkuCb Ho'co Tocc ITO, Q uArr""c G bYdO IN SONS DESCR710N Q-Y (i) aAS (Z'j FOR 7Pk'X &:LT I.K c1c Mrs AMICHCCI T, :4KA Ltiw '.WZ0 TO' -L-101 51'rMH Y 11mzOHT1 14 SVPP"T 9Y ODOR Hvg.IA 170 sHir, 3 CA. C.eLv MO 9RAAtCY, LIS7ED AvKaAaLe A4 OMKOH C". rm MICK 01 0"', rr&m 1p b-'11V TAHC bk CAM nA ZX No PW L lop MHO-r Z 6 INN I — I 'i wxoUTZKITA00 xCep 44 P15mc M-1-1 IQ VCAM PM U10 0 1 is X"m "' 'C m W., mirc slw ITCH Ew"Zil of oa L14. ar COCA ovr= KrIto 14L EACe fASTr4O TIC V,0 SrUs /A- "C4 HW11 /1'4 1 SEL, k" "I C- vll rm-p< V-kLV& LeHALA; 3' TTA...C1 V SnQ I— ou 7. 1 LOCK D4AZ" OC77OU SECTC-, ' U-11HA C- NLr St WK j-&,A k71144 0-4 UIV TAPPV4 SC" Ocx 'o F11C.1 Dc Y Dow, DOM. 3` Icr. J1.1/ 6' SH(-- HCA HH, rwf"' J1:x' 11x A, uO6tzoo4 sy - 70 S-11) n C'+ r1ttL W Mc IC v, mr- W7"A r%z OR 2+ CEH7A$ 6 .000 P& WK CC ffr, u 4/1 * 4; w 21 \ {CK PER how} CaK'CMWOWnMo3' IEL m HCTxr wr--7 70 PFVoc A ;,ww' SC U+C Q-K -T/ e "e TV-" P" H"Im r'o I/'- 06k XM co, A. wwavv. 1. 0, P.C. FuAo' 01, 0- 6 6 aaAnsP.L VIA t6cx A 5PEP M4mkl. r_041rls wx 624 O PSF & P51, pP KC090lap X, %Aw4 ON mow Ac Upc TEST 5: + 0 PSAAD. 4 =u rm'A' cr-c' 1.11" LW= 01, AAQ 4p. TOLERANCES .. IDEAL 1 7$ 1, S MW _ fu 0a. 1-S- M-M17 A cc =,Qt5 0ESCR'P' 10N: "OE' 6RET W4 ?6-0 x 5-Q; ;4/-Z'" t ms DRAWN BWM •m o-uai' 000 s-7 CHECKEO BW^ DATE', 4/15/ WSHEET I OF 64 t1-1C No,: r02131 1 REV, NO, 2 m I 9 1F._ Or5l .NATION` -.. ?hmrmo-Trtr In -Swing Door Wood rr oe Systom O C.N PRESSURE aI MAX Posie 670 PSF Negot've 67,0 PSF fi, to 6'0 w/.o vdt, S; pg!e with sidel;tas p.Oit;,a 60.0 PSF N.906- 6r,0 PSF Dd bla p to 8'4 3'0 ./.a lid.11!0% D" b,je ./wo Sjdejjt.S Pcs,twa 47,0 PSF N*q,,f;,e 47,0 PSF X, Ox, M CXQ. "'Ct, O)CKO The hood and s,d* jomcs ON f9611C-t P;he rcoosuring C min. 4-S/16' with a :12 rcbbet-d stop. M j1w TCf APCON00TYPE ANC WAX is' O.C, 1/2- DRYWALL 1 2 67RRING TYPE ANCHOR 3/ 16- TARCON CRMALLfficc WA-CNRY LWTr' FR&NG ix SLCK 11c ANC L: . It H. h4 7o 77 r 47 T 2- 1/ 2' 2-112' -6, 2) WSIDNRY BLOCK 41' 77 x aucx ANCHOR f/ 2' UffWALL 31W TAPCON 2 FIRR h W 2X tVCX 2 npubmC ELC* TAPCON 01' EQC 2zz La S,4w RAnNc) ht 1/ WTAPCON1191, 11-1 4 a2Z: Z Lh Lh T'IPC ANCHOR APCON 4WN HtAj SPACEAVICE ls, N L 7m4 system tics boon .,at.atd for use in locatigns to the Florida&,ldirg Cad. E.R. DAM 4/ 3/02 vSRrc& Sal: w a and by ASC5 7 D..=;, Loads to, 6u;Idirg, TO 2x OIL and Other st,,Cwros do not "Ca.6 the ds"gn listod herein. DWC. RY: WI-N. 2, For jrsto0obchs wher@ the sub -buck is l"$ tho, 1-112* (FBC sacCcm 1707.4.4 Anchorage methods Cw- 8r P W. and 17Q7, 4,4 I and l7074*2) TapcOm type concrete cachors must be used and thl -UUWINC -No fongth must be, such that a minimum 7-1/4' onqc anvnl of the To ,o the rn.so,y oV is obtc nsd, T-02201 uMtr DESIr'irA71QN Th snnc-Tnr Out -Bring boor wood !Tames Systsm _<<-; , N PR cFl7Rr RAPtN .: 14AX f 8' O.C. S&2MIL,` ai NOidINAL t$;Nit up t. 5'4 x 8'0 s;d.i t.2 ifnglePibs&ve 57.O PSF Negoiw® 67.0 PiF 4 Single with siddiites p03;t;,,, 60.0 PSF Negative 60.0 PSF CN Double up to 8'4 S'O *id.lihis Double ./.a sicelites Positive 470 PSF Negative 47.0 PSF co X, Ott, xo. OX0, XX, CXXO 71,0 heed and sede jambs are p- 4-9/16' ith 0 !/Z' robb-cod -top kASONRY ONM WAX is' O.C.771 r,PE ANCHOR DA N ALL 07i W--,GNRY LJN-,a ORnWALL CL Type A}.CN9d Il Ix BQC < TYPE ANCHOR 25' Ukk a" sk/a SPACE 111PE ANCHOR a aZ cac 8 2-112 PrH WS CONCRETE MASONRY BLOC, 25 J4't, LJ Ewa 6' TA --ON repE ANCJ14CR F-CO TA, ---ON CR ECLAL '/T6- TAPCOON Li 15, MLN Vl 115 LB. SHF,4A F'ATNG) TYPE ANCHOR cue. 25' MAX, 4f[V SPACE Lin U:, Ix V) 18 x 2- c-SJNK F1PAlNGV2- T PIN WS < V DRrWAU 40c ye \-IX SUCK11tx4,- 2 a 2 -12 2 nR W, This i-ti-x dhefing to the F7-id. atiil6riq Code w". and -herop-s-,e requirements cS doWminso by A-5CE 7 Qiiiim,, 0-qn Loads f- 8.44inqs C-SIN ZX BUCK and Otli6l St-ctiArs. do ,at ssceed th® listed h-in, 2. For instotbtiorts -Ia,t the is less tlw,I 1-112' IFBC s-tori t7C7,4,4 Anchorage Wtnod. and 1707.44,1 and 1707.4.4.2) Tpcon typs concrete anchors mia3t be used and the length Host be such that a mn-- 1-1/4' snyagsmenf of the Topton into the masonry woi, is obtc;"d. 3. When using c iX sub -buck a 6-9116 jamb is required to allow P0, rnjI. od94 'Po6ilg to, 7opcon type ti,c"rs 3 VP 04iULTAKrS. C a, 3,6a4.38sI GATE: 1/33/02 CWG 8<: W.Ll CHK BY: Fw DRAMNr Xi). rh.ma-Tv to -Swing / OLt-5.inq Door Wood Frames System VAXIWIIW NEPAL L NQqVI I ,4tesSingleupto54x6'0/.a s;de DQu!sIs up to 6'4 x 8'0 v/.o s;iJeUtes X, cx• X0, OX0, XX, CXXb The head and side jambs nre ringerjoint pine mecsLr;,-,g a rriif,.. 4-9116' with C 112' rabbeted stop. DOUBLE 2 nest .N PPE1 117 71 Single Positive 67,0 PSF Negative 67.0 PSF Srngia with S;deiites positive 60.0 PSF Negative 60.0 PS7 Double w1wo Sidelltes Positive 47.0 PSF Negative 47.0 PS iv HEADER 1/2' D 2.X STUD d 2X JACK STUD 8 x 2 - T/2' 2 PFN HEAD &We i7211= y" 112' DR'nk 14' TYP-4 z Is' 3.0, 4.0, 3. 0- i PFH WS 7- 74 MAX. 21. S+a sl-a-E i 1 j, Lwa, L- i Th' s system has been eIcluatfif for Use i,I lOoCl,OnS Qd?er;hq tO the FjOlidc SU%Id'hg Code and where pressure requirements as determined by ASCE 7 Mimmum Design Loods for Suiidi-Iqs and Other Structures Cc not exceed the oesign pressure ratings listed here' ef ir"HERMACITRU"' WA akSSr-,'TH STAR' M*V" " SOX" AND DO( W16 W/OUT &OajMS' jNSULATED F0BjRQLtM DOOR WITH YJOOD FRAMES, LLLES& NOTES FLORIDAI, THIS PRODUCT IS DESIGNED TO MEET THE SOUTH BUILDING CODE 1994 EDITION FOR M"I-OADE COW" 2, WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY To TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED SHOWN ON DETAILS. ANCHOR EWBEDWENT TO BASE —iC'—' SHALL BE BEYOND WALL DRESSING OR STUCCO- 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 7, 5, THIS PRODUCT L T MEET WATER RECUIREMENTS FOR MLAMi-DADE COUNTY. T RESISTANT SHUTTERSMIAMI-DADE APPROVED IMPACT 7, ELtTES ARE AN OPTION AND CAN BE USED IN ASONGLEORDOUBLECONFIGURATION. Face h, Fibergloss, cvg, min. yield strength Fy(mim)-6,000 Psi SmoothSfor 0.070: minimum skin thickness FtberClassic 0 110 minimum skin thickness Core r1i Polyurethane loom core, wTthl.9 Ibs. density by BASF. a sfrucfio The me, skin is Torn 0.070' thk. Iivh-1- 4c). The infe'io' cavity is OIL', With 1.9 Ibs pensdy SASF ps,"rethone foam. The net Lace sheets ore glued to the wood sides and aGjjs' Tl_ V, k,7fch A n rced h oodAsnfokt, - Icx block meosuri2_375 x 14-0 long at the sfri*e and 6eodbcq tocctico- The hinge stile is Finger Jointed Pine and the # ond boff'orn ru'l ore of o wood composite material. !a the doub+e door oppckvfim the Tact" door is fil ed with on extruded aluminum astrosai (W71nd Jorkber 9) of 6D61'-T6 clIny' The fPsnv I constructed from finer jointed pine. The tieoder s caned to the side ,,h (3,1 x 2' long mZx" c's , , , fite opplicofiop stopkes ofeachsips. The u re sec,,csk together n o side using 18 x 2' tong FFH Wood Screws (6) scrim's Per each mullion. The units use on Inswing Scoots threshold necsjr" 535' x 1,548' The s; d,nde pcnels are sondwich oozed s, a two piece p'M I "AGilm"111111 heyore dry qIozed on the exterior with on u 178thk, ceflulor nq tope ( Stik-tj Tope) no k caulkedwithaxvre, The tite ' rhes ore herd toer a 18 x 1 12 ;"g Plascr" 37.5 MAX OVERALL W10TH 1 35" MAX PANEL WIDTH 11 f> iT_ U_ I C) 4 n4 IN NO UNIT 74,5' MAX. OVERALL FRAME WIDTH, 36.625' MAX PANEL WIDTH wIASTPAGAL r-> I n5, 5" MAX OVERALL I-ttAYt WVi r, 36,625- MAX. PANEL WIDTH W/A, 13TRAGAL a 1, 5, 5" WIX FRAME WIDTH 73,75- MAX. WIDTH, 7. 725' MAX, D.L. O. WIDTH t[ 4r f OUBkE W I IT N WIN UNIT ALL 68. 5' MAX, OVERALL WIDTH- MOLE 36" MAX 15.5' MAX yf_v_ 2W1_D __ PANEL WIDTH WIDTH FROM PR 1> 13. 75' MAX. 11 WIDTH I DES, GN PRESSURE EATING RE WATER RvF;L RATION U! R E V E UNIT PEI " REO !REVrJ1 07 N_ i SINGLE + 67,0 PEE 67.0 PSF 55 C S-, MANUF 55 0 PS0 L! rDTFCL PSF11 r] MASTFT, F_ ELI 7, 125' MAX, D.L. G.WIDTH 0ATC08/1 0/0 N.T. S. TjH E_ R ' W 0 S- 2751 Z bs 77- z S LU 77-773-7 0 0 2 0, a o 7 36 fi 00 2 < 11 IN Lp 0 P C- 62 1.68' MIN, PANEL leANELTHK. z2 D, it 2 ri;I'll14 Med T-- ZE 3M334 O < J F)Pl F FGAM GASKET SILICONE CAP Bs4z' I O IC7 0' 0P 0 C146261 43' 7 SEE NOTE 55 S'T. E 4 41 SEE NOTE I SHT. 4 z 5' MIN. i GLASS THK 25 02, .5 1,68' MIN, PANEL THK 41 S(DCLITE SEE NOTE 5 SFfT. 4 Vv BUILDING NSULTANTS. INC 813,684ZI531 owl BY'. TJHJ' CW- BY: RlW Mom SEE NOTE 2 SHT, 4 /---, zx Lio ASTRACAL RETAINER BOLT 8,0* LG. TOP, Sc BOTTOW (2) BOLTS AT TOP & (2) AT BOTTOM E0QaASTRAGAL I . i 5' WN. EIAB. b°-25- MAX. SHIM 7,5' WIN. C—SINKIIn43SEENOTE I . S.T. 4 iyiLp—lop FOAM GASKET & SILICONE CAP BEAD 00 62 29 a16SENOTEt 35 SHT. 4 3 nNr' ZEC:lj(/N31--l" SRlolrOELITE TO, BUCK Z 0 > W co ccLJ cc CL CL SEE NOTE 6 SHT, 4 FoAm GASKET SILICONE CAP BEAD 2w ee C> LSEE NOTE. 5 SHT, 4 j 725 zfLMRJ QR o ICU IE2 b L V, NT' Rt 4 26 41 SEE NOTE I 1 CL SEE NOTE 7 SHT. 4 2 H R Z, 3 0 HINGE JAMS TO SIDELITE CONSULTAN7S. iNC 112' 7 vRW S- 2157, T. 15' MIN. EMBED. MIN, C-SINK iI 25' MAX SHIM SPACE I-'\ --krrAf rprR17 SFC7,ION LATCH IAMB To SUM NOTES: 1, SPACING FOR ITEM NO. 41 (LfTE FRAME SCREWS) IS AS FOLLCWS: VERTICAL FROM THE TOP DOWN ON SIDES; 5,5-, 1&5'. 27.5®, 38,375', 49,375' & 60,375-, HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND B0170M AT 2,125- IN FROM EACH CORNER. 2. SPACING FOR ITEM NO. 27 (is x I' PANHEAD SCREW) ATTACHING THE ASTRAGAL To THE jWCTWE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1-, .3, 5, 1815', 40,5-, 59.25-, 7415, 76,25' & 76,25' 3, THE HEAD JAMB IS ATTACHED TO ME SIDE JAMBS WIT)4, 3) 16Gk x 112' CROWN x 2' STAPLES AT BOTH SIDE 4, THE THRESHOLD IS ATTACHED To THE SIDE JAMBS WITH 2) 76G4 x 112' CROWN x 2,5" STAPLES AT BOTH SIDE. 5. THE SIDEUTE IS DIRECT SET INTO THE JAMB WITH (12) ITEM NOa 43 (#8 x 2' PFH, WOOD SCREW). THERE ARE (4) AT EACH VERTICAL JAMB, FROM THE Top DOWN AT 13.5', 31 48 5- 66-. THERE ARE (2) AT THE HEADER AT 4' IN j& THE OUTSIDE CORNERS OF THE FRAME THERE ARE 2) AT THE SILL 4- IN FROM THE OUTSIDE CORNERS SPACING FOR ITEM. NO. 43 (18 x 2® SCREW) SECURING THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7- G.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE ITEM NO. 12 (110 x 2" SCPEW) WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE ITEM NO, 37 (110 - 7 314' SCREW) m I FOAM GASKET & SILICONE CAP BEAD EMBED. 75' MIN. C-SINK rrTA HINGE JAMB TO BUCK, m m zx 36 SEE NOTE SHT, 4 Ll _Rl R R, 13N_,' C T NCT 4 A STRIKElSTRIKE JAMB TO SlIELIT'E 7 T- I lIK T71-, 12 SEE NOTE L7 SHT. 4 25` MAX- SHIM SPACE Z 0 O V) EL 00 Lj o c 00Z) CL r z CJZ V, z z cr m SEE DETAIL -F' SHT. 5 6 6` 6' 3" 3. 3 TYP. 7yp. SEE OE7A1L k Typ. SEE NOTE 6 SHT. 4 SEE 0ETAJL G' SHT. 5 TYR. F' SHT. 5 I SEE DETAJL SHT. 5 SEE - NOTE TYP. 6 SHT. 4 6. 6. SEE NO TE 3 SHT. 4 it In Ln TYR. SEE DETAIL P3 SEE NOTE H. SHT, 5 D. 4 SHT, 4 10 SEE DETkL C, TYPI 13' G' SHT, 5 14 7404Tylp Typ. Typ, Z p , 3- 3 3 1 — 3, ip 6 6 3' C,- Dove E E&TRAL FLORMA B-0-A-Fe nT!= oRW I Eur MAiNUFACTITtER NANEI c, R,ASTEIR A 0.357' BOLT DEEP ENOUGH FOR A 2* 13 BOLT THROWT 12 io F 13 D10 J; 10 _^ FTAn "-f' A77ACH ASTRAGAL THPOW BOLT ASTRAGAL THROW BOLTS STPfKE PLATE TO FRAME AT THE THRESkOLD AS SHOWN, SEE DETAILcv E' SHT. 5 TYP, D 71: SEE NOTE 4 SKIT. 4 CJ ZLJ h C C j o L CCZo n n Lf) QLE} , c C ul a_ C) o U r , V BV, LDW NSULTkirs. .-C 84 3. 68CM31, CENT-,; T, 7 0 j , A SEE DETAIL SHT. flT IMILZIA iLE i -- 3 It J FR - i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SEE NOTE T—T F3 Typ. 3 SHT. 4 SEE NOTE SEE NOTE TYR. SEE DETAJL n 3 SKY. 4 6 SHT. 4 IL SEE DETAIL G, SHT, 5 c: SEE DETAIL era SEE DETAfLsl SEE DETAIL TYR, E' SHT. 5 TYP. H® SH7. 5 13 TYR L SEE NOTE 4 SHT. 4 SEE DETAIL IL K' -K-7YP. -W- Typ140YP. 41 6' Typ- 6' SEE NOTE tl 6- 6. 4 SI4T, 4 3' --- 9! n — 1 Tyo. II- lN2-LD-OORw fDELtT 453' CLASS BITE 33 463' GLASS BITE 1 32 40 1 32 aR— 1 34 8- TEMPERED 25 1/8- TEMPERED 25 /- GLASS 40 GLASS 2CO 25' AIR 25' AIR 0 0 0 e SPACE L 0 SPACE 0 L2 1/ 8 TEMPERED 1/ 8- TEMPERED GLASS GLASS LNa-pLQP 36 r Y SEE 411 vs N 0 T \E 36SH?. 4 41 25" STEEL SE NOTE 1 25' STEEL INTERCE_PT INTERCEPT SHT. 4 SPACER SPACER T FP ?? TIL11 FRAME a: -,JD- LLJ CD: z0C) 00 CIDlu I= n- lo OL Sc Lz N.7.5. 7.063" T- 110 7TM1 cv 20 21 WOOD f 2 3 FINGER JOINTED POND SA PINE 1.73 99 m 1lo90 Ll 097' 40 1. 113 1' SIDEUTE TOP & FiO7aM—RA(' FINDER JOINTED PONDEROSA PINE I L75 26- I . 232' 33 EL&Sn(' ! tP l Rf' FRAME EXTRUDED EITS F 2 14 1 T 7- 105 TrOM BOOT o,og- ExTPUDED VINYL 'WALL m 1. 53 7 TT LFL---Zd _J 3 _BQ7—(0M_fAl'L WOOD COMPOSITE I WOOD CCVPOS[7 E i.077- 1. 531 36 FINGER JOINTED PONDEROSA PINE 1 264 F—( 2.3 75 T Ff,','GER JOINTED PONDEROSA 71r mw—LaiE -T EP n LIP T FPAVE Lnav m mlmz nL—tdT --I En— , TJH RW 2151 7 o, 8 1 316' T- 308 SS, TOP FAIL 592 T im 179' 0NG 1 CHOMPR 1I1 FOAM CELLCORE"7 07' 1 t-- 11 T PLPIP BY THERMA-TRU FOAM, CELL CORE W/ VIN11 JACKET, DRILL TIRU FOR 357' O(A, ASTRAGAL DRILL TRU FOR A 8 qETAjt4EP BOLTS RFH wooD SCPEW 2PLCS WIN,tAMPFR If WR687STRIKE' PLATE Z 1.3165 00 C) 00 0C Lr) L CD Djh. co uj ASTRACAL HAS 2) 8. 0- BOLTS 0 BOTTOM 2) 8,0- BOLTS 0 TOP 1. 767' 24 WINpJAMBER it WR L Aaj&Ati /ar'1MthFJM WA(t _'YP i 7f, WATEPIAL: C/F',lRqjL, 4fNt,' j-L!-:.!L YELL 0W C07'0MATE Vr N I S ffy: TJH PW Z 151 J1JN--21-2W2 09:52 MILESTONE WINDOWS 407 323 971>9 P02 auvdff S, Alan Plante, Chief Plans Examiner Orange County Building Division Administration Building, Ist Floor 201 - 1,outh Rosalind Avenue P. O. Box 2867 Orlando, FL 32802-2687 407) 836-5760 R F-,. Florida Extruders Fenestration MasterFile Update This letter updates and clarifies nomenclature regarding buck thicknesses mentione- d on Florida Extruder Window, Door and Mullion installation drawings contained in the Orange County Fenestration Masterfile, Based upon the discussions at the Mid -Florida Horne Builders Association's meeting at their offices on June 19, 2002, this letter was the agreed upon procedure for manufacturers to clarify the issue of 'IX Buck" thickness nomenclatum used on installation drawings. Builders/ Installers when pulling permits for Florida Fxtruders- winclows will have to include this letter with the installation details. Florida Extruder's requests the Orange County Building Division to file this letter against the Master -file Numbers and Installation Drawings identified on the attached listing. Based upon a review of the signeri and scaled engineering produced by Uldon Engineering Company ft)r 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 I Yr") dp e influence the lateral resistance capacity of the concrete screw (i.e. Tapcon)- Therefore, buck thicknesses less than 1, 1/2" are acceptable as non-strvctural attachments when the window, door or criollion is installed using a 3/16" concrete screw with a rninimurn enit>edment on 1 14". Concrete Masonry Units should have a wall thickness of 1 '1/4- and a pre -cast sill's thickness will exceed I I/A'. The drawings Jearly delineate the requirement that a minimum embedment depth of I 'A' must be maintained by the installer. It is up to -the installer to use the appropriate length concrete screw so as to maintain the required minimum embedment on I I/A'_ Therefore, for Florida Extruder instaltaltion drawings where a non- structural buck is used, nomenclature such -is -IX buck by others" or imillar 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. r. l 1;11 111;111;11lji JUN-21-2002 09:52 NILESTONE WIHDOWS 407 323 9729 P-03 MW Intemfia, CI3/ fiv The attached table lists all Florida Extruder drawings in the Orange County Fenestration Masterfile affected by this engineering statement. Any questions should beadd ressed to the undersigned. UMM Z= Robert J. Amoruso, PE Florida PE License No- 49752 Florida Extruders Interriational, Inc - Certificate of Authorization No. 9235 Cc: Earl Moore/FEI File PE Sealing Statement - The letter was signed and sealed with an impression seal as required by Section 61G15-23.001, F:A-C A rubber stamp Seal was als applied to Facilitate reproducti for Or-ange County Building Division Masterfile scanningi 0- 540JOwatt Lane, -vanfo,I, FL 327)li--116 r,-(40i) 373-i360 i22--3337 t C11 11 11 11 1 - --- - Job Truss h 10ty ply- nrox OfIErriilo/351,1-Cijsk/4-19-,'I 53906079 GlA Hlp 11 2 lJob Reference (o[Alom Universal rotest! roducis,inc-, f3tiflington, NC 27215, Jeff Ken 5,000 s Feb 20 2003 Mffek industries, Inc. Tue Apr 22 16:46:19 2063-Page 1 0 700 1-0-0 70-0 200-0 ?6 5 -2 I __ - ____ __ _ - - ___ -- 6 6-14 6-5-2 6-5-2 3300 411 0 1 06- 6-14 7 00 100 5 oo(u U6 = 2X3 11 UR -- 3.6 - 5X8 =--- 0 N m P 20 H 6x8 - 7s8 = 5 1 .1i I T 11 -12 13-6-14 200 ) 20 8 it 26 5 2 -4 7- 1 12 6-5-2 6-5-2 08-12 58-6 6- 5 2 7-1.12 Plate OffseIs B: 0 - 3 - 8,0 - 2 -111, f C: 0 -5 -12,0 - 2 81, 1 H: 0 - 5 -12,0 - 2 - 8 1 I [M:0-4-0 0-4-81 LOADING ( psf) SPACING 2-0-0 1 CS1 DEFL in (10c) I/detl PLATES GRIP CL1_ 20,0 Plates Increase 1.25 TC 0,83 Vert(LL) 0,63 L-M >759 TL20 245/193 I'CDL 10,0 Cumber Increase 1.25 BC 0.90 Vej t(J L) -1,03 L-M >463 BC LL 0,0 1 rep Stress Incr NO WB 032 Horz(TI-) 0'13 1 n/a 13C 1 D - I, - - 10.0 Code F13C200I Matrix) 1st LC LL Min l/defl - 240 I Weight: 433 in LUMBER BRACING I OP CHORD 2 X 4 SYP No,2 'Except' I OP CHORD Sheathed or 3-1-15 cc prjrlins. 132X4SYPNo,1, 12 2 X 4 SYP No, I BOT CHORD Rigid ceiling dii ectly applied or 9-5-1 oc bracing. BOTCHOHD2X6SYPNo.1 WEBS 2 X 4 SYP No,3 REACTIONS ( lb/size) 13-2669/0-3-8, 1-3360/0-3-8 Max Horz B-84(load case 5) Max Upliffil-736(load case 3), 1-1 009(load case 3) FORCES ( 11,3) - First Load Case Only TOP CHORD A-B-26, B-C-6185, C-D-9590, D-E-12536, E-F-12536, F-G-112536, G-H-11435, 1-1-1--7975, I-J-26 ROT GI 101-1[) B-0-5633, N-0-5643, M-N-9590, M-P- 11435, L-P-1 1435, K-L-7303, I-K-7292 WIIBS C-0-202, fl-K-210, D-N-1673, E-M-5l3g, G-L-11388, C-N-4307, D-M-3228, G-M-1206, H-L-4510 NOTES ( 8) 1 1) Special hanqw(s) or connection(s) require(] to support concentrated load(s) 385,01b down and 123,51b up at 33-0-0 on top chord, and 1109,01b (]own and 355,611) up at 20-8-12 on bottom chord. Desiqn' for unspecified connection(s) is delegated to the building designer. 2) 2-ply truss to be connected together with 10d Goinnion(.148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - I row at 0-9-0 cc, B0110111 chords connected as follows: 2 X 6 - 2 rows at 0-9-0 cc, Webs connected as follows: 2 X 4 - I row at 0-9 0 oc, Special hanger(s) or connection(s) rociriiied to support concentrated load(s) 385.01b down and 123.5lb up at 33-0-0 on top chord, and I 109.01b (]own and 355.61b up at 20 13-12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer, 3) U tit) alai Iced roof live loads have been considered for this design. 4) Wind: ASCE 7-98 per 1-13C2001; I I Oinph; h-22ft;TCDL-6,0psf; BCDt__6,0psf; occupancy category ll; exposure 8; enciosed; MWFRS gable end zone; cantilever left and right exposed ; end vertical left and Light exposed;Lurvibet U) OL-1,60 plate gill) DOL-1 A3, 5) Provide adequate drainage to prevent water ponding. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 736 lb Uplift at joint 13 and 1009lbupliftatjointL7) Special iqingei(s) or connection(s) required to support concentrated load(s) 385,01b down and 123,51l) Lip at 33-0-0 on top chord, and I 109.01b down and 355.611) Lip at 20 8-12 on bottom chord, Design for unspecified connection(s) is delegate(] to the building designer. B) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered it I( iints unless otherwise noted, Provide bracing where indicated and within 4' of interior joints. Bracing indicated on this street is to reduce buckling of individual members only and does not replace erection and permanent bracing required for fire overall building desigrr, Building Designer Strait verify all design information on this sheet for conformance with conditions and to(priternents of the specific building and governing codes and ordinances, The truss designer accepts no responsibility for tire 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 tire review or certification of the truss designer, LOAD CASE(S) Standard Ld Regular: Lumber Incfease-1,25, Plate increase-1.25 Uniform Loads (pit} C:) Veit: A-C-60,0, C-E-60.0, F-I1-130.6, I+J-60.0, B M--20,0, K-M--43,,5, I-K--20,0 Concentrated Loads (if)) Vert: 1-1-385.0 P-1 109M D ClJlstomer No: 11045 Customer Narne: CENTEX HOMES ORLANDO Shop No: 53906979 Contractor/ Job: 3514 EL.0 RF Date Req:04/25/2003 Draw No: 53906979Gl A Job Fluss TrL e'21----C entex-b I) 5L 0 ply ! if "n"",- C, S If P J( I ), Reference ( optional)___ Universal Forest Pioducls,luc,, Buflinglon, NG 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc- Trie Apr 22 1 6A X ll 0 P - - -- - -7-0 0 1 00 7 00 5x7 5, 001 i2 13- 6-14 20 0 2 6 S ', 6- 6-14 6-5-2 6-5-2 Mi 2x3 it 3x8 D E F 33- 00 4000 41 OP 6-6- 14 7 O-D 100 Scala - 1. 68: 34 5. 7 a H 0 N I'A U K 2X5 11 5x6 70 = 5X6 20 II 1 7 1-12 13 6-14 I 20 0 0-- 26-5-2 32-1014 40 0 0 7-1- 12 6-5-2 652 6-5-2 6-5-2 7-1-12 offsets-(X, Y)- [B. 1 0- 3- 6,0- 1 2 1 - 111, - [ 0 1 :0-_ 5 1 -4, 02- A], 111 1 0-5 1 - 4,0- 2- 81, , 11:0-3-8, 1 0 - -2- - I I I [M: 1 0 - -4 1 - 0,0 - - - 4 - - - 1 1 1 21 LOADING ( I) s f) SPACING 2 0-0 C81 DEFL In loc) Ildefl PLATES GRIP I CLL 20, 0 Plates Increase 1.25 J C 0.03 Vett(LL) 032 IA >660 1120 245/193 1 CDI- 10, 0 Lumber Increase 1.25 BC 0,14 Ver-I(J 1-) -1.07 M >447 ROLL. 0,0 Rep Stress Incr NO WEI 0.68 Y-lorz(TI-) 0.15 1 1 L/a BCDL 10,0 code FBC2001 Matrix) 1st LC LL Min I/defl - 240 Weight: 433 Ih LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed, ROT CHORD 2 X 6 SYP No,1 ROT C1 IORD Rigid ceiling directly applied or 6-8-J oc bracing. WEBS 2 X4SYPNo.3 REACTIONS (lb/size) 13-342B/0-3-8, 1-342B/0-3-8 Max I lorz 13-84 (load case 4) Max rJ plift B-1136(load case 3), 1--1187(load case 3) FORCES (It)) - First l-oad Case Only 1-01' U 101-ID A 13-26, B-C-7977, C-D--I 1117, D-F--1 2308, E-F--1 2308, F-G-- 12308, G-I 1-11117,11-1--7917, I-J-26 ROT CHORD B- 0-7295, N-0-7313, M-N-I 1117, L-M-I 1117, K-L-7313, I-K-7295 WEBS G-0- 343, ll-K-343, U-N-1398, E M--814, G-L-1398, C-N-4152, D-M-1305, G-M-1305, H-1_-4152 NOTES (9) 1) Special hangef( s) or connection(s) required to support concentrated load(s) 385,011b down and 296.91b up at 33-0-0, and 385,01lb down and 296,91b rip at 7-0-0ontopchord. [)esic n for unspecified connection(s) is delegated to the building designer, g I 2) 2-ply truss to be connected together with 10d Comnron(.1 48"0") Nails as follows: Fop chords connected as follows: 2 X 4 - I row at 0-9-0 oc, Bottom chords connected as follows: 2 X 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - I row at 0-9-0 oc, Special hangon(s) of conner"flon(s) require(] to Support concentrated load(s) 385.011) down and 296.911) Lip at 33-0-0, and 385.Olb (]own and 296.91b up at 7-0-0 on top choid. Design for unspecified connection(s) is delegated to the building designer, 3) Unbalanced roof live loads have been considered for this design, 4) Win(F AS(,',[-- 1-98 per FBC2001 I Wrriph; fr-22fl; I-CI7L-6.Opst; BCDL-B4Opsf; occupancy category 11; eXpOSUle B; enclosed;MWI-11S gable end zone; cantilever left and light exposed end vertical left and right exposed;I-Urrrber DOL-lM plate grip 001--1M, 5) Provide adequate drainage to prevent water pending, 6) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 1136 lb Uplift at joint B and 1187 to uplift at joint I. 7) Gii (lei carries hip end with 7-0-0 mid setback 8) Special hanger(s) or connection(s) rO(ILJI(ed to support concentrated load(s) 385,01t) down and 2913,91b up at 33-0-0, and'P15,01t) down and 296.91f) up at 7-0-0 on top chord. Design for unspecified connections) is delegated to the building rg designer. 9) Flossshall he 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 street is to reduce buckling of Individual members only and does riot replace erection and permanent bracing molulied for the overall building design, Building Designer shall verify all design Information on this street 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 Luiflber Incr ease- 1 .25, Plate Increase-'1.25 Unifon-ri, Loads (plf) Veil: A-(-'--60,0, G-11-130,13, 11-J-60.0, B-1--43,5 Concentrated Loads (lb) Veit: C--389.0 I 1--3B5. 0 Customer No: 11045 Customer Name: CENTEX HOMERLANShop No: 53906979 Contractor/Job: 3514 EL® RF Date Req:04/25/2003 Draw No:53906979H1 B Jab Truss Ti u S41w' C21yPly Centex-Oilando/35 I 4-Cijsk/,I- 19-3 53906979 f I I ROOF I [ALISS Jot) Flefeience (optional) In __ , 11 1 1 1111, ---- PagoUnivelSalrofostf,51-odUr-tS, InC , Bur Iii 19ton, NC 27215, Jeff K e r i 5 000 s Feb 20 2003 MiTek Inclusti les, ic. -1 fro Apr 22 16:46:20 2003 t- (I f) 6a13 I P Q 01 1659 1 0 0 5 8-13 3 3 3 7 5-9 0 N 3x8 -- 300 M1118H= 9-0-0- 20-00 9-0-0 1100 A,)'): [13'0-3-0,0-2-4j, [17-0-4-0,0-1-01, fG:0-3-0,0-2 LOADING (psf) SPACING 2-0-0 i G L L 20.0 Plates Increase 1,25 T'C D L. 10M 1--urnher Increase 1.25 3C1 - 0.0 Rep, Stress Inci YFS 3CIDI.- 10.0 Code F13C20011 LUMBER TOP Cl i0i'll) 2 X4 SYP N0.2 BOT C1 fORD 2 X 4 SYP NO2 WEBS 2 X4 SYP No.3 23 -6-7 0 2 402 0-0 4 -01 -- - -- -- -Y - 7-0-1 4 7-5-9 4 2 2 4-9-14 1-00 scale - 1:68'C M L K 3X6 = 3xIOM1118W- 3X8- 31-0-0I,--", 1 -11 1 .1 11 - I - - - --A 0 - 0 - 0 11-00 90-0 CS1 DEFIL in loc) I/clefl PLATES GRIP I C 0,54 VeO(I-L) 0.40 M >999 1-120 245/193 BC 0.98 Vert( -FL) -0,81 K-M >587 WB 0,65 1 iorz(TL) 0.21 1 n/a Ma If i X) I st LC LL Min I/clell - 240 Weight: 187 Ilb BRACING TOP CHORD Sheathed or 2-9-9 OC puffins. BO FCHOBD Rigid ceiling directly applied or 5-11 -0 cc bracing. WEBS 1 flow at micipt E-0, F-K REACTIONS (Ih/size) B-1657/0-3-8,1-1657/0-3-8 Max Horz t3-1 00(load case 4) Max Uplifffl--434(load case 2),1-434(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-13-22, B-C-3480, C-D-32,10, D-E-3000, E-F-4159, F-G--3003, G-11-3253, JI-1-3405, I-J-22 130-T' Ci 10FAD 13 0-3135, 1-4-0-4059, M-N-4059, 1--m-4057, K-L-4057, I-K-3164 WEBS G,0-202, D-0-880, 1-0-1192, E-M-I 4B, F-M-150, F-K-1 188, G-K-846, 11-K-212 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-96 per FBC2001; I l0rnph; h-22ft; TGDL-6.opsf; BCDL-13.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; canlilevor left and fight exposed ; end vertical left and right exposed.1-uniber DOL-1.60 plate grip DOL-1.33, 3) Provide adequate drainage to prevent water ponding, 4) All plates are 11210 f)iatPS unless otherwise indicated, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 434 Ib uplift at joint B and 434 lb Uplift at joint 1. 6) Truss shall be fabricated per ANSI11-111 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 Ibis sheet for conformance with conditions and reqolternents of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness of, 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 par t of the review or certification of the truss designer. LOAD CASE(S) Standard W Uj CD 1Z 6ustom er No: 11045 Customer Name: CENTER HOMES ORLANDO Shop No: 53906979 Contractor/ Job: 3514 EL.0 ELF Date Req:04/25/2003 Draw No:53906979H1 C jot) fTluss fi U S S Y 1) 6 53906979 f I I D I S 2 1 Job Reference (optional) Universal Forest P;oducts,lnc, Burling ton, NC 27215, Jeft Keir 5,boo s Feb20 2003 MiTek hdoshies, Inc, FUe Apr 22 1 BA6:21 2003 Page I A 686 11-00 23-00 29 O 0 ---- --- ... 33-3 10i. 400-0 4 - 0170( -- - --- --- 1 00 6-8-6 4 3 10 600 6-0-0 6-0-0 4 3-10 6-8-6 1-0-0 U6 == 5X8 5x6 I - - 6 a 6 3x6 3x10 MIMI- - 3x6 3 x 8 300 M11181 1= M UK 6-13 6 103-10 Olate-oftsets (XLY)[ao-3-ol-0-2-4], [F:O 4-0,0-3-0], fG:0-3-0,0-2-4 0 33-3-10_ I- - -- - 40:0 0__ 10 3 10 6-116 LOADING (I) s f) SPACING 2-0 0 CS1 DEFL in 10c) I/defl PLATES GRIP I Ct-1- 20,0 Plates Increase 1.25 IC 0,51 Vet t(I-L) 0,30 M-N >999 1 L20 245/193 i CDL 10.0 1 umber Increase 125 13C 0.86 Vett(TI-) -0.69 K-M >690 BCLL 0.0 Rep Stress Incr YES WB 0.31 I-lorz(]-L) 0,17 1 n/a BGDL 10,0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 Weight: 196 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 2-11-12 oc pudins, ROT CHORD 2 X 4 SYP No,2 BOFCIAORD Rigid ceiling directly applied or 6-11 -9 oc bracing, WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) R-1657/0 3-8, 1-1657/0-3-6 Max Horz B-118(load case 4) Max (Jl)liftB--4 04 (load case 2), 1-404(load case 3) FORCES (11b) - First Load Case Only LOP C1 (0110 A-B-22, B-C-3525, C-D-3481, D-E--3383, E-F--3383, F-G--3383, G-[ 1--3481, 11-1--3525, I-J-22 110- F CHORD B-P-3166, O-P-2704, N-0-2704, M-N-3383, L-M-2704, K-L-2704, I-K-3166 WEBS , C-P-2813, H-K-266, D-N-857, E-N-3133, E-M--1, F-M--363, G-M-856, D-P-677, G-K-677 NOTES ( 6) 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCI-7-98 per FBC2001; I 10inph: h-2211; ICDI--6.Opst; BCDL-6.0psf; occupancy category 11: exposure B; encIosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL.-I .60 plate grip DOL-1 .33, 3) Provide adequate drainage to prevent water ponding, 4) All plates are -1-t-20 [)rates unless otherwise indicated, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 404 lb Uplift at joint 11 and 404 11) uplift at joint L 3) TtUSS shelf be fabricated per AN SlfTP 1 1-95 quality I CCILAWMWS. 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 confonlrance wilh conditions and requirements of the specific, building and governing codes and ordinances. I he 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 purposesonly and are not part of the review or certification of the truss designer. LOAD CASE( S) Standard cis 0 CUstomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906979 Contractor/Job: 3514 EL.G RF Date Req:04/25/2003 Draw No:53906979H1 D Jot) truss _Fr ype i City 1PIy -_ 1ceutex-Orllando/3514 CIJ44-19-3 53906979 HIE COMMON 2 1 lJob ReferenceJoptit -mal) Univef Sal Forest Ptoducls. Inc., Hui lington, NC 27215, Jeff Kei t 5,000 s Feb 20 2003 MiTek ludi-StuOS, Inc. Tue Apt 22 1 5A(3:21 2003 f agf., J-0 _7:1-3 1 0 0 7-1-3 5-10-13 27-0:9_ 40 0 0 41 0 14-00 5-10 13 7-1-3 1-0-0 Scala - I 2x3 11 5x6 D E F ty O N M 300 M111811= 3x6 - - K J 3X6 300 WNW I 11 0-_3 I 200-0 28-1111-13 1 11-03 8 11 13 8-11-13 Plate- Offsets (X,Y - ID:0-3-0,0-2-41, [F: 10 - 3 - 0,0-2-4 . LOADING (psf) SPACING 2-0-0 CSI DEFL In (IoG) 1/defl TOLL 20M fares Increase 1,25 1 C 0,60 Veti(I-L) 0.25 L 999 J CDL 1 0M Lumber Increase 1,25 BC 0,83 Vert(FL) 0,59 B-N 803 13CILL 0M Rep stress Incr YES WH 0.24 1 lorz(T-L) 0,16 11 n/a RCDL 10,0 Code I-BC2001 Matrix) 1st LC LL Min I/defl - 240 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHOf ID 2 X 4 SYP No2 WEBS 2 X 4 SYP No3 REACTIONS ( Ib/sizo) 11-1657/0-3-8, li-165710-3-8 11- 0-3 PLATES GRIP TI- 20 245/193 Weight: 190 Ile BRACING 10P CHORD Sheathed or 2-10-12 ac JAJ1141S, Bar CHORD Rigid ceiling directly applied or 7-8-13 ric bracing, Max f iorz R-136(load case 4) Max Uplifffl--374(load case 2), 1-1--374(load case 3) FORCES ( lb) - First I oad Case Only TOP CHORD A-13-22, H-C-3399, C-D-3039, F-G-3039, G-1-1-3399, H-1-22, D-E-2942, E-F-2942 130T CHORD B-N-3075, M-N-2567, L-M-2567, K-L-25151, J-K-2567, 1-1-J-3075 Wf__ HS C-N-416, G-J-416, E-L-432, I-L-476, D-L-476, D-N-501, F-J-501 NOTES ( 6) 1) Unbalanced roof live loads have been considered for this design, 2) Wind, ASCE 7-9B [)at FBC2001; I I Orriph: h-22ft; TCDL_6,0psf; BCDt__6,0psf; occupancy category 11; exposure B; enclosed;MWI-PtS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lurnber DOL-1.60 plate grip DOL-1,33. 3) Provide adequate drainage to prevent water ponding, 4) All plates are 1-1-20 Plates unless otherwise Indicated, 5) Provide rue0anical connection (by others) of truss to hearing plate capable of withstanding 374 lb uplift at joint B and 374 lb uplift at joint 1-1, 6) Truss shall be fabricated per ANSI/T PI 1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless othwwIse noted. Provide bracing where indicated and within 4' of interior joints, Bracing indicated on this street is to reduce buckling of Individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design infourration 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 specifichoilding. Any references to job names and locations are for arinflnistialive purposes Only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard irk x tustomer No: 11045 Customer, Name: CENTEX HOMES ORLANDO Shop No: 53906979 ContractoilJob: 3514 EL.RF Date Req:04/25/2003 Draw No:53906979HlE Job huss Qty Ply I Centex f an 0 illJ ? 53906979 fill-- M2 1 Jot) Reference(optional) UniversalFores(Plodricts-'Inc- Rullington, NC 27215, 1 Jeff Kerr 5.000 s reb 20 2003 MiTek 111d U - Sir i05, k rc. TUe Apt __ 22 16: _ 413:2 _ 2 _ 2003 P _ age l' o [) 1— 17 1 3 l 1500 2500 11 _ 0 0 7-1 3 7-10 13 1000 s ,) 00 112 M11 32_- 10713 0 0 1-010 7- 10 13 7-1-3 1 0 0 Scat© - N N M L K J 30 3. 10 W11811,_- 3X8 = 3x6 - 3z6 - 300 M1118i 1= 1103 I I ____ 200.0 I - ___- - _ __ I 2H 11-13 11- 0-3 8-11 13 0-11-13 Plate Offsets (X,Y): C:0-4-0,0-3-0], fp,0-3-0,0-2-41 F:0-3-0- 0-2-41, [G 0-4 0 0-3-01 LOADING ( psi) SPACING 2-0-0 CS1 DEFL in (loc) I/clefl C!, L 20,0 Plates Increase 1,25 TC 034 Ved(U-) 0,21 L 999 L 10,0 Lumber Increase 1,25 ITC 0,83 Vert(TI-) 0,58 B-N 828 BULL 0.0 Rep Stress lurcr YES W13 0,23 1 iorz(TL) 0.16 f-I n/a BCDL 10,0 Code FBC2001 Matrix) 1st LC LL Min Well - 240 LUMBER T- op ci iow) 2 X 4 SYP No.2 BO r C1 i0f1l) 2 X 4 SYP No,2 WL- LIS 2 X 4 SYP NoA REAL' IONS (lb/size) 13-1657/0-3-8, 11-1657/0-3-8 Max Hotz 13-153(load case 4) Max Uplifffl--399(load case 4), H-399(load case 5) 400 0-______ 11- 0-3 PLATES GRIP 1 IL20 245/193 BRACING TOP CHORD Sheathed or 2-7-11 oc pudifm F301- CHORD Rigid ceiling directly applied or 7-5-7 oc bracing. FORCES ( Ib)-First Load Case Only 1013 CHORD A-13-22,13-C-3421, C-D-3025, F-G-3025, G-14-3421,11-1-22, D-E-2522, E-F-2522 BOT CHORD B-N-3 too, M-N-2375, L-M-2375, K-L-2375, J-K-2375, H,J_3100 WEBS C-N-495, G J-195, E L-212, F-L-236, D-L-236, D-N-615, F-J-615 NOTES ( 6) 1) Unbalanced toot live loads have been considered for this design, 2) Wind: ASC,(-_ 7-96 per I-BC2001; 11 0111ph; Ii-22ft; TCDL-6,0psf; 0CDL-6.0psf; occupancy category 11; exposure B; enclosedNWHiS gable end zone; cantileverleftandrightexposed ; end vertical left and Hight exposed;Lumber DOL-1.60 plate grip DOL-1,33, 3) Provide adequate drainage to prevent water ponding. 4) All plates are '1120 plates unless otherwise Indicated. 5) Provide mechankal connection (by others) of truss to bearing plate capable of withstanding 399 lb uplift at joint 0 and 399 Ib uplift at joint H. 6) TWSS shall be fabricated per ANSI/YPI i 95 quality requirements. Plates shalt be of size and type shown and centered at joints unless othemise 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 requited for the overall building design, Building Designer shall verify all design information on this street for conformance with conditions and requirements of the specific building and governing codes and mclinances. 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 lot) names and locations are for administrative purposes only and are not [)art of the review Of certification of the truss designer, I. OAD CASE(S) Standard CUstorner No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906979 Contractor/ Job: 3514 EL.0 RF Date Req:04/25/2003 Draw No:53906979H1 F Job Truss ! Truss TYp ea ly IFIy -c'-entex- 0-ilando/3 11 5 1 1 4 - C/Isk 1 / 4 - - I - 9-3 53906979 HIG i 1 , - 2 1 ,lob Reference (o I - I - -BUrlin 1_ UniversalForestProducts,111c, 5.000 s Feb - 2020 - 03 MiTek industries, Inc. Too Apr 22 16:46:22 2-00-3 1 7-1-3 13 7 2 ' 0P17-0 0 23-0 0 264 14 32-_10-13_1_-__ 1__1____ --- _40,0-0 - ---------- 4 1_0 I _ 0 0 7-1-3 6 5_15 3 4 14 6-0-0 3-4-14 6-5-15 7-1-3 1-0-0 scale - I 5 00 112 5. 6 X6 3x101, 01811, : 3x6 = M L K U7 = 3x6 3x10 M08H- 11 013 do 0_0 if 03 6 11-13 B-11-13 11 0_3 late oftsels-(X,Y): [D:0-4 0,0-3 01, [F_:O 3-0,0-2-A- 0-3-0- - 6-3-01 0241, fG:0:4 -0 LOADING ( p r) SPACING 2-0-0 CS1 DEFL in loc) Well PLATES GRIP IGH- 20,0 Plates Increase 1.25 1CDL 1 C 0,75 Vert(LI-) -0,21 M >999 TL20 245/193 10,0 Lumber Increase 1,25 13C, O.82 Vei t(TL) -0,58 B-0 >818 B( III-1 0.0 flep Stress Incr Y L S WB 0.37 Horz(TI-) 0,16 1 n/a 13CIDL I 1 0, 0 Code FOC2001 Matrix) 1st LC LL Min I/defl 240 Weight: 206 lb LUMBER BRACING I OP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 2-7-6 oc put lins. 1101' CH0111) 2 X 4 SYP No2 BOT CHORD Ifigid ceiling directly applied or 7-1-14 oc bracing. Wf.HS . 2 X 4 SYP No.3 WE13S I flow at micipt G-M, D-M REACTIONS ( Ih/size) 11-1657/0-3-8, 1-165710-3-8 Maxi Holz B-171(load case 4) Max Upliftl3-42i (load case 4), 1--421(load case 5) FORCES ( 1b)-First Load Case Only 1 Of' GI 10HO A-13-22, B C-3413, C-D-3029, D-E-2i8l, F-G-2181, G-1-1-3029. 11.1--3413, i-J-22, E-F-2204 HOFCHQH013-0-3090, N-0-2499, r,,i-N-2499, L-M-2499, K-1-2499, i-K-3090 WEBS C-0-459,0-0-539, G-K-539, H-K-459, E-M-582, F-M-582, G-M-693, D-M-693 NOTES ( 6) 1) Unbalanced toot flvo loads have been considered for this design. 2) Wind: ASCH /-98 per FW,2ool; I l0rnph h-22ft; TCOL-6.0psf; BCDL_6 Opst; occupancy category 11; exposure B; enclosed;MWFF1,13 gable end zone; cantileverleftandrightexposed ; end vertical left and right exposed;Lunibet DOL-1.60 plate grit) DOL-I .33, 3) Provide adequate drainage to prevent water ponding, 4) All [)fates are J-1-20 plates unless othoi-wiso indicated, 5) Provide mechanical connection (by others) of truss to healing plate capable of withstanding 421 lb uplift at joint B and 421 lb uplift at joint 1. 6) Truss shall be fabricated per AN51/1 111 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted, provide bracing where indicated and within 4" of interior joints. Bracing indicated on this street is to reduce hackling of individual merribers only and does not replace erection and permanent bracing requitedfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet tot conformance with conditions and requirements of the specific building and governing codes and ordinances. 1-he 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 jot) names and locations are for a(Ifflinistrative, purposes only and are not part of therevieworceilificatior, of the truss designer, LOAD CASES) Standard La tomer No: 11045 Contractor/ Job: 3514 c:> C=0 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906979 EL, C RF Date Req:04/25/2003 Draw No:53906979HI G Jok1 Truss Truss Typef ' jQky Ply Centex-C7(iandol'3514-Cask/Ft-19 3 53906979 I Hill11 COMM i 2 1 Joh Reference (oplionsal)— Universal Fme M.producls,lnc , Burlirryton, NO 27215, Jeff Koff 5.000 s Feb 20 2003 MiTek industries, Inc. l ue Apr 22 1 GA13 23 2003 Page i 1 0 7 7-1 3 13-7 2 19 0-0 21-0 0 26 4-14 3`2-10 t3 40 Q-0 41 0-f) I -- — - - - - I----- -- --- - I I .. __ _ - - I - _ --- __ _ 1 _ I1007-1 3 6-5-15 5-4-14 2-0 0 5 4-14 6 5-15 7-1-9 l 0-0 sG i®e t S.CXt 92 5x6 = 5xG -:- l E F 0 n M L K 3x7 --= 300 M1116r1== 5x12 =_ N6 3.6 =-- 3xiD MMl6Fi= 1 1 _0 3 2oo0 _ 28 1 i -13 40-0o l 11-0- 3 8-11-13 Q-11-13 11-0-3 Plate Offsets (( X Y (D.0 4 0,0-3 0j rC :0-3-0 Q-2-4 jF 0-3-0 0 2 4 G:0-4 0 0 3 Qi LOADING (psi) SPACING 2-0-0 CSI DEFL in loc) I/doll PLATES GRIP 1 CLL20.0 Plates Increase 1 25 l C 0.50 Vert(U-) 0.21 B-O >999 TI-20 245/193 TCtDL 10.0 Lumber increase 1,25 BC 0.82 Vert(TL) -0.59 B-O >814 BOLL 0. 0 Rep Stress Incr YFS WH 0.41 Horz(TL) 0.16 1 n/a BCUL 11 10. 0 Code FBC2001 Matrix) 1 st LC LL Min I/deft 240 Weight: 207 Ib LUMBER BRACING TOP Cf i0RD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-10-15 oc, purllns. HOT CHORD2X4SYPNo.2 BOT CFiORD Rigid ceiling directly applied or 6-10-9 oc bracing. WEBS 2X4SYPNo.3 WEBS 1 Row at mkdpt G-M, D-M REACT]ONS ( lb/size) 11-1657/0-3 8, 1-1657/0-3 8 Max Holz B-189(koad case 4) Max UpliftB-- A42(load case 4), 1-142(load case 5) FORCES (lb) - First toad Case Only TOP CHORD A-B-22, B-C--3408, C-Dm-3032, D-E=-2153, F-G--2153, G-I-1=-3032, fi-1--3408, 1-J=22, E-F--1998 HOT CHORD B-0-3084, N-0-2509, M-N=2509, L•M-2509, K-L-2509, I-K-3084 WEBS C- 0--444, D-0-530, G-K-530, I1-K--444, E-M-597, F-M-597, G-M--779, D-M--779 NOTES (6) 1) Onbalanced roof live loads have been considered for this design. 2) Wind: ASCF 7-98 per FBC2001; 1 10mph; h-224; 3 CDL_6.0psf; BCDt_6.0psf; occupancy category H. exposure B; encaosed;MWFRS gable end zone; cantilever leftandrightexposed ; end vertical loft and right exposed;Lumber DOL-1.60 plate grip DOLA1.33. 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 hearing plate capable of withstanding 442 to uplift at joint B and 442 Ib uplift at ioint I. 6) TrussshallbefabricatedperANSVIPI1-95 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 overcall building design, Building Designer shall verify all design lnfounation 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 conectness 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 CUSt0mer No- 11045 Customer Name: CENT'EX HOMES ORLANDO Shop No: 5390697 Contractor/Job: 3514 EL®C RF Date Re o 4/25/2003 Draw Now53906 79H1H job Truss truss TY 0 Qty rly 53906979 1 f2A Reference (optional) ThIlveisal Forest Pioducts'Inc lob I Budington, NC 27215, Jeff Kerr 5,000 s Feb 20 2003 MiTek industries, Inc- Tue Apr 22 16:413:23 2003 Page I,1001 7-0 0 1 _0 0 7-0 0 7-1-12 Plate Offsets X,Y)' 113:0-3-0,10-2-121, [C:0-5 1 21410 1 7-0-0 ME[= x" 11 5X6 = 5x4 = 5X6 _-_ 13 6-, 6-4-8 I - 00 ila - 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) l/defl PLATES GRIP1CtA_, 20.0 Plates Increase TcDt- 10,0 Lumber Increase 1.25 1,25 1 C 0.94 Vert(LL) 0.15 G-i >qoq TL20 245/193 BUL 0.0 flep, Stress Inc( NO BC 0,70 WB 0.14 Vert(l L) -0,23 Horz(TI-) 0,06 G-1 >999 E n/a1.3CDL 10,0 code FBC2001 11 1 1 - ___ - - I-,,---,- Matrix) 1st LC FL Min l/defl - 240 i Weight: 102 lb LUMBER 1 BRACING Of' GI IORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 2-2-12 oc purlins, 1301- CHORD 2 X 6 SYP No,2 BOT C 110 H D Rigid ceiling directly applied or, 7-3-4 oc bracing. WEBS2X4SYPNo,3 REACTIONS ( lb(slzo) E- 1744/0 3-8, B-174 4/0-3-8 Max I lorz B-84(foad case 4) Max UpliftE-563(load case 5), B-563(load case 4) FORCES ( lb) - First Load Case Only I OP Cl 10111) A-13-26,13-C-364:3, C-D-3310, D-E-3635, E-F-26 130 F CI i0RD 13-1-3302, t H-3318, G-H-33 18, F-G-3294 WEBS C-1-318, [)-G-313, C-G-9 NOTES ( 7) 1) Unbalanced roof live loads have been considered for this design, 2) Wit id: ASCL 7-98 per FHC200 1; 11 oniph; h-22ft; TCDL-6.0psf: BCDt--6,opsf; occupancy category 11; eXPOSLIte B; enclosed;MWIFFIS gable end zone; cantileverleftandtightexposed ; end vertical left and right eXpOSed;fAJ1nber DOF-I .60 plate grip DOL-1,33. 3) Provide adequate drainage to pievent water poncling, 4) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 563 lb uplift atjoint E and 563 11b uplift at joint B, Girdercarriestripendwith7-0-0 end setback 6) Special hanger(s) or connection(s) require(] to support concentrated load(s) 385.O1b down and 2913.91h up at 13-8-0, and 385.01b down and 296,91b [it) of 7-0-0 on top chord. Design for Unspecified connection(s) is delegate(] 10 the building designer, 7) TRISS Strait be fabricated per ANSVI PI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless Otherwise rioted, Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this street is to reduce buckling of Individual members only and does not replace erection and permanent bracing allbtlildingdesign. Building Designer shall verity all design information on this sinew for requiredfortheover, Cori tot ril'anc 0 with conditions and requirements of the specific building and governing codes and ordinances, The truss designer accepts no responsibility for the correctness Or aCCUraGy of the design information as it may relate to a locations are for administrative purposes only and are not part of specificbuilding. Any references to job names and to(, file review OV certification of the truss designer, LOAD CASE(S) Standard 1) fleflUlau: t_urnber Increase-11.25, Plate Increase-1,25 Uniform Loads (pit) Vert: A-C-60.0, C-D-130.6, D-F-60.0, B-E-415 Concentrated Loads (if)) Vert: C--385,0 D-385.0 Customer No: 11045 CUStomer Name- CENTER HOMES ORLANDO Shop No: 53906979 ------- Contractor/Job: 3514 EL.0 RF Date Req:04/25/2003 Draw,No:53906979H2A lJob Reference (optional) no 5 91 oe/n zu0 ua-`o oa`/ /.»o u=*'/ w= mm= N LVANNG( psV SPACING roLL 2- 0-0 CS1 DEFL in loc) I/defl P LATE S GRIP — MOGQL | oo uCLL n» U1no cuu | F DL _______-___________ LUMBERBRACING 01' CU019D2X48YPNo2 BOTCHOHDzX48YPNuz TOP CHORD Sheathed nr4-s'|nocp"d|nn, WEBS xooypNv n eoTCnOno Rigid ceiling REACTIONS G- 88410'3e.11~884m'3'8 Max nouB- 1u8(lvndcase 4) Max UplV/s- 2sz<(oaucase zY.8~'25x(|opdcase 4) FoRCEs p-F m Load{ m0n|y mPc1081) A'D~z2/3' C-1y4o.C'D~'12os.D'E=-1!o8.E-F-'123s F'G'1 4o G'H~22 8O|CH0RD D'K~M74.J'K-11nG.|J~11oo.'|-1374 ' ' VvE8a D'K~311.E' 1-311,C'K-a37.r'6-337 NOTES pq U Unbalanced ,o^< live loads have been considered for this das|gn 21VYind ASuE/-08 pei Foccno/|i1umph;h-zxtt;TCDL-s,opatBCDL-s,opv/;occupancy cu || um»enc|uaod WVVFRoonu xm nmmorver/m/and ngmexposed endwwca||mhand oONexpovou;Lumbm,uUL_< snp gr/c' `'''— ' 'gablezone; n)Pmvk o| m """~'= 4> pmvWenechow U of to beating plate capable of withstanding 252 Ib uplift at joint G and 252 11) UjAft at joint 13, 5) Tniss shall be fahncatedperANSIfVPI1-95 qUality requiterrients. plates shall be of size and type shown and centered at j0illtS UnIeSS othei-vvise noted, Provide bracing where indicated andwithin4" of interior joints. Bracing Indicated our this sheet is to reduce buckling of individual inembels only arid does not teplace erection and penTianentbiacinglequiredfortheoverallbuildingdesign, Building Designer Shall verity all design infoinlation oil this sheet for conformance with corlditions and 1eqUirernents of the specitic building and governing codes and ordinances. The ttuss designer accepts no responsibilit for the correctness or accuiacyoftiredesignInformationasitrulayielatetoaspecificbuilding, Any references to job narnes and locations are for administ?ative pntposes only andareriotPartoftherevieworcoilificationofthetrussdesigner, LOAD nxSs(s)man(ium C) Contractor/Job: 3514 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906979 Job Truss pruss Type 53906979 'T_2C ROOF:aW#,30000* Universal Fole"I 1-11oducts,inc, , Burlington, NC 27215, Jeff Kerr ty j Ply 1 5-- 11 5 f::eb 20 20C o 11 fe- x -0 r fai i d-o/I 51-4---- C1J s kof -TO 4 I,Iob Reference (optional) 3 MJJ_ek Industries, Inc, TUe Apr _ 22 16:4 B _ :24 2003 Page 110 0 1-0-0 I 75-10 10A -0 104 0 Plate Offsets (X - Y): JL0+0 0-3-01 LOADING (pst) SPACING 2-0-0 1 CLL 20,0 Plates Increase 1,25 I C 0 L 10.0 Lumber Increase 1,25 f3CLL 0,0 Rep Stress Incr YES 13CE)t- 10.0 Code FBC2001 LUMBER TOP Ct i0RD 2 X 4 SYP No.2 t3OF CHORD 2 X 4 SYP No,2 WEBS 2 X 4 ',',Yt" No.3 REACTIONS (lb/size) B=8811/0-3-8, F-884/0-3-8 2-106 210-6 5x4 D 7-5-10 1-00 scale - 1 5X8 - 30 = 20-8-0 10-4-0 CSI DEFIL in 10c) I/Cleft IC 0,49 Vert(U-) 012 B-H 999 13C 0.70 Vert(TL) 0,32 B-H 773 WB 0,28 Horz(_TL) 0,04 F n/a Matrix) 1st LC LL Mir) I/defl 240 PLATES 1 L20 Weight: 85 lb GRIP 245/193 HD Sheathed or 4-8-2 cc purlins, POT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Max I -lot z B- 1 12(foad case 4) Max Upfifffl--264 (load case 4), F-264(load case 5) FORCES (if)) - First I oad Case Only 10P CHORD A-13-22,13-C-1472, C-D-1 152, D-E-11 152, E-F-1472, F-G-221301- CI i0RD B-11-1263, F+1=1263 WEBS G-H-4 19, D-H-864, E-H-419 NOTES (4) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCL 7-98 per f-13C2001; I I Orriph; h-22n; TCDL-6,Opsf; BCDL-6 Opsf; occupancy category 11; exposure B; enclosed;MWFHS gable end zone; cantilever left and fight exposed ; end vertical left and light eXP0SedJ_Uniber DOL-1 .60 plate grip Do( _1.33, 3) provide Mechanical connection (by others) of truss to bearing plate capable of withstanding 264 lb uplift at joint B and 264 Ila uplift at joint F. 4) Truss shall be fabricated Per AN3111 F'l 1-95 quality requirements, Plates shall be of size and type shown and centered at joints Unless othetwise notedProvidehiacingwhereindicatedandwithin4" of interior joints, Bracing indicated on this street is to reduce buckling of individual members only and (Joenotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verity all design information on this street toconfonnance, with conditions and requirements of the specific building and governing codes and ordinances. 1-he truss designer accepts no lesponsibilfortheGOHOCtrieSSoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding, Any references to job names and locations are foradministrativepurposesonlyandarenotPallOftherevieworcertificationoffiletrussdesigner, LOAD CASE(S) Standard lit 4 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906979Contractor/Job: 3514 EL.0 RF Date Req:04/25/2003 Draw No:53906979T2C Job -- Truss E Truss Type ty i ly j Centex Orlandol3514 Csk 4 19-3 - - 53906979 1-21) HOOF f H 1 ttJnivers.af f crest Products, c., 1 E3 jilinglon, NC 27215, Jeff Kerr 5.00d s Feb 20 2003 MiTek Job Reference (optional)- Industries, Inc. Tue Apr 22 16:46:25 2003 Paje 1001 1 751- I 1040 - ! -- 1a26 20130 1 0-0 i -S 10 2-10-6 2-10 6 7-6-10 I 3z5 10,10 10-4-0 2.3 r,i - A 2A LOADING (pst) I C;LL 20.0 SPACING Plates Increase 2-0-0 1,25 C S1 DEFL in roc) I/detl PATES GRIP TCDL 10,0 I-LIFTIber Increase 1,25 TC 0.50 13C 0,71 Vert(H-) 014 Vert(TL) -0,33 f -G >999 -1 L20 245/193 F-G13CLL0.0 Rep Stress Incr YES WB 0,28 Her z(TL) 0.04 734 F n/a13CDL10.0 code f €3C2001 Matrix) 1st LC; LL Min Weft - 240 Weight: 84 Ib t1MDEF3 BRACING 1-0P CHORD 2 X 4 SYP 1101- CHOf3D 2 X 4 SYP No.2 No.2 OP CHORD Sheathed or 4-8-0 oc purirns. WEBS 2 X 4 SYP No,3 BO T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (Ib/size) F-813/0-3-8, B-886/0-3-8 Max Horz 13-120(load case 4) Max (1plittF--f96(load case 5), 13A-265(load case 4) FORCES (Ib) - First Load Case Only TOP C110111) A-13-22, 1-3-C=-1477, C-D--1156, D-E®-1159, E-F--1464 13O1 C1 fOHD B G-1289, F-G-1294 WLBS C-G--419, D-G-872, E-G-A26 NOTES (4) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-9ti per FBC2001; 110rnph; hs22ft, 1-CC)L-6Mpsf; BCDL-6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left an(] right exposed ; end vertical left and right exposed;Lurnber DOt -1.60 plate grip DOL-1,31 3) Provide mechanic al connection (by others) of truss to bearing plate capable of withstanding 196 Ib uplift at joint F and 265 Ib uplift at joint 13, 4) Truss shall be fabricated per ANSI TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing inhere indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of Individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall.verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances, The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard tk CD a. S t m l 5 e l t Fric., Millington, NC 27215, Jeff Kett E 100—|----- r?y LOADING cu' To 0,59 rco/ BC o.z| RCLL YV8 0.00 8C0L 0, code FBC2001(Mooi LUMBER T0PCHORD2X4SYPNn2 8OTCHFORD zX4SYPNo 2 8ExcTK` Ns yWon4 C-/98mMvuhwn|ca|.B~346w'3a.D~68/Mmchanical Max Hozk~15n FnnrsS ( Ih)'Ru|bmuoaxvonIy opcHoRD A'a~22.8'c-62 OOTCHORD B-D~o se- 11"~u oEFL ill (10c) Well PLATES GRIP BRACING TOP CHORD Sheathed nruo'onopur8na, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc braciflg NOTES ¢ V Wind: x8CE7'ao pet ,GC2001;11omph;h-22k; -VGDL~sopo(;BCDL~oopxtoccupancy catU R nd exposedosed;MWIF11,13gable end zone; cantilever left andrightexposed ; end vertical left arid tic [it plate- 2)Hrw|dmmoohan|oa|uunnvob nm)o/ouoxiobeurinqp!a\e cmpnb|/n w h /and'"1='r'-~r'~~~U^`~/~ in Cund S|bup|iKo|oin G x) |,uosuhaUbm/atdoa/edper ^NS|/Tp| /osqua||r*qu|mmmnty P|euohmUbemsize '—dtype shown arid centered at joints unless otherwise, noted. Provide bracing where indicated and Within4" of interior joints, Bracing indicated on this street is to reduce bucMing of individual members only arid does crot replace erection and peunarient bracingre(JUired for the overall building design. Building Designer shall votify all design infoiniation on this street for cotifoli-nance with conditions and reqUiFelflentS of the Sper-ik Wilding and governing codes and ordinances, 'File truss designer accepts no responsibilit) for the correctness ot accuiacy of the design infourration as it may relate to a specific building. Any references to jot) narries arid locations are for administiative Proposes only and are not patt of the review or certification of the truss deslgnor WAD CASE(S) Standard m C) OL ~- Customer No: 11045 CuStorner Name: CENTEX HOMES ORLANDO Shop No: 53906979 Job (- runs if Cent I ex - - -- Orlaiid-o-/-3--5-14--(,Ijs-k--/-4---Ig.3 53906970 EJ7A HOOF 2 lob Reference (0 5,000 s Feb 20 2003 Mi-rek Industries, Inc, Tire Apr 22 16:46:25 2003UnivetsetForestPnoducts,lrir— Burlington, NC 27215, Jeff k0lf I ()a 7-0-0 1 0-0 I scale - 1: 1, ; 2X3 11 4-4 0_ 6- -4 7-fl 02404740-0-12 LOADING (psf) SPACING 2-0-0 CSI I CILL 20,0 Plates Increase 1.25 Tc DEFIL in loc.) Wall PLATESEs - GRIP 0,45 I CD L OMi J Lumber Increase 1.25 13C 0.33 vett(Ll-) 018 Vol t(-T-L) -0,26 B >168 FL20 A >47 24SM93 13CLL 0.0 Rep Stress loct YES WB 0,06 I-Jorz(-T-L) 0.08 1) n/aBCDL10, Code FOC2001 (Matrix) I - I - I 1 - 0- 111 1--- -- 1-- 1st LC LL Min Ildetl - 210 Weight: 25 lb LUMBER BRACING101' CI 10111) 2 X 4 SYP No,2 130-F (-',I i0fll]i 2 X 4 SYP No,2 TOP CHORD CHORD Sheathed or (3-0-0 oc pullins. WEBS 2 X 4 SYP NoA DOT Rigid ceiling directly applied or 10-0-0 oc, bracing. REACTIONS (Ib/slze) D-80/Mechanical, E-3/Mechanical, F-532/0-3-8 Max f iorz F-132(load case 1) Max U plift D- -99(load case 5), F--244(load case 4) Max Grav D-80(load case 1), E-50(foad case 4), F=532(load case 1) FORCES (11b) - First Load Case Only TOP CH011D A-13-22, B-C-153, C-D--72 DOT (1110111) 13-F-0, E-F-0 W L US C-F--347 NOTES (3) 1) Wind: ASCF 7-9B per FFIC200 1; 11 oniph; h-22ft; TCDI-,-6,0[)sf; BCI)L-B4Opsf; Occupancy category 11; exposure B; enclosed; MWFRS) gable end zonecantileverleftandtightexposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1.33. 2) Provide mechanical connection (by Others) of filiss to beating plate capable of withstanding 99 lb uplift at joint D and 244 If) uplift at joint F. 3) Truss shall be fabricated per ANSI/T-PI 1-95 quality requirements. Plates shall be Of size and type shown and centered at Joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling Of individual members only and doesnotreplaceelectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet forconformanceWithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. 'T he truss designer accepts no responsibilityfortilecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner, LOAD CASE(S) Standard tdA LIstorner No: 11045 Customer Name: CENTER HOMES ORLANDO Shop No: 53906979Contractor/Job: 3514 EL.0 RF Date Req:04/25/2003 Draw No:53906979EJ7A Jobuss Of , y PJY 11-11 YE Cenlex-Oi I a ndo'13514-C. I Al't-i 539069/9 G3C HOOF tt.aS Job ReferenceUnivetsalI-otest Productslinc., Mlffingtoul NC 2721-5, Jeff kt-Ill 5M00 s Feb 20 2063 Mr-Fek Indusities, Inc. Tile Apr 22 16:5 1:13 2003 -- Pfqj - a 700 A 24-0 4-8-0 Plat® CiffsPPs (X Y) A"0-1-0,0-B-111-01, [A:0-2-8,Edqej LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dellTC,L L 20.0 TCDL 10M Plates Increase 1.25 IC 0,74 Vei I(I-L-) 0,05 A 552 13CL[- 0,0 Lumber Increase 1.25 Rep Stress Incr NO 13 C 0.35 WB vel t(TL,) 0.06 A 482 13 CD I I - 10.0 - code FHC2001 0,04 Matrix) f lorzjl-) 1st LC LL O,00 D Min I/defl - 240 n/a LUMBER 1 OP CI IOHD 2 X 4 SYP No,2 ROT Gt iOBD 2 X 8 SYP No.2 WEBS 2 X 4 SYP NoA REACTIONS (lb/size) C-345/Mcclia;ii(,,al,D-1109/0-3-8 Max I loi z C- I 36)(load case 4) Max UpljftC--j 03(load case 5), D--257(load case 4) FORCES (Ib) - First Load Case Only 1OPCHORD A-13-61 UJOT CHORD A-D-0, D-U-0, C-E-0 WEBS B-G--206 1,1,x3 11 PLATES TL20 si,ajo - 1: 1 GRIP 245/193 BRACING TOP CI-10nD Sheathed or 7-0-0 oc puffins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (4-5) 1) Win(]: ASCE 7 98 per l`-13(3,2001 1 101TIph; h-22ft; TCDT-6.0psf; BC[-)[--6,0[)Sf; occupancy category 11; exposure B; enc;osed;MWFH,; gable end zone; cantilever left and tight exposed end vertical loft and right exposed;Lurnber DOL-1.60 plate grip DOL-1,33. 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and ejection conditions, It is the responsibility of thefabricatortoincreaseplatesizestoaccountfor, these factors, 3) Provide mechanic it connection (by others) of truss to hearing plate capable of withstanding 103 lb uplift at joint C and 2571b uplift at joint D. 4) Truss shall be fabricated per ANSVI-PI 1-95 quality requirements, Plates si-jaij be of size and type shown and centeredatjointsunlessothmWisclnote(]. Provide bracing Whefe indicated and within 4' of interior joints. Biacing indicated onthisstreetistoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, 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 trussdesigneracceptsnoresponsibilityto, the correctness of, accuracy of the design information as it may relate to aspecificbuilding. Any references to lot) names and locations are for administrative purposes only and are not part oftherevieworcerfificationOfthetfUSSdesigner. 5) 1128[1: Right end may be attached to 2x6 So,Pine BC of one or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructionsLictious for installation, LOAD CASE(S) Standard 1) flegulw: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads g-flf) Vert: A-13- 60.0, A-D-20.0, D-E--434,0, C-E-20.0 C:) Custorner No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906979Contractor/Joh: 3514 EL® RF Date Req.,04/25/2003 Draw No:53906979G3C Job TI 1 ISs Twss T,,e ply Centex-Odando/351 4-C/isk/4-19-3 53906979 IIJ7 E N DJ A L K US5 5 I I.Iob Reference (optional) universal I ofest Pfoducts,lrc,, Builigton, NC 272IF, Jeff Kerr 5,000 s FebF20 2003 ATek Industries, lnc. T6eApr 22_ I _6 _ :46 _:26 2003, _ P'tUe 1 6 8 1 5-3-14 4 6 8 5-3 14 3x4 =- 11= 11 33 54 11-1 x 3x4 — ----- W I W2G 20 11 F E LOADING ( psf) SPACING 2-0-0 CSI DELL in loc) 1/deft PLATES GRIP - IclL20.0 Plates Increase I CDL 10'0 Lumber Increase 1, 25 1. 25 T C 0,44 BC Veil( I-L) 0M3 F-G >999 T120 245/193 Hcl, L 0,0 Rep Stress Inci NO 0A2 WB 0.30 Vert( T L) -0,07 Hof z(-T L) 0,01 F- G >999 E i r/a HCDL10,0 Code FRC200 1 Matrix) 1st LC LL Min I/dell — 240 Weight: 41 lb LUMBER BRACING TOP C3 TORT) 2 X 4 SYP No,2 TOP CHOPID Sheathed or 6-0-0 oc par lins. 130FU10111) 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 bracing, W[BS 2 X 4 SYP No.3 oc REACTIONS ( lb/size) B-435/0-3 8, E-387/Mocliarlical, D-243/Mechanical Max HorzH-183(load case 4) Max Uplifffl--227(load case 2), E-47(load case 3), D—I 84(load case 5) FORCES ( Its) -First Load Case Only TOP CHORD A-B-124, B-C-901, C-D-50 BOT Cl i0f1f) B-G-845, F-G-845, E-F-0 WFBS C F-905 NOTES ( 3) 1 1) Wind: ASCE 7-9(1 per FBG2001; I 10criph; h_22ft; TCDL_6,0psf; BGDI__6,0psf; occupancy category 11; exposure 13; enclosed;MWFRS gable end zone; cantileverleftandrightexposed ; end vertical left and Tight exposed,Lumber DOL-1.60 plate grip DOL-L33. 2) Provide mectianicai connection (by others) of truss to hearing plate capable of withstanding 227 lb uplift at joint B, 47 lb Uplift at ioint E arid 184 lb uplift atjointD' 1 3) Truss shall be fabricated per ANSI[rpi 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Providebracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this street is to reduce buckling of individual members only and does notreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verity all design information on this sheet for ConformanceWithConditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no sibili t forthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to jot) names and locationsalreestpoor administrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner, LOAD CASE(S) Standard 1) Regnim: Lumber Increase-1.25, Plate Increase-125 Uniform Loads (pIf) Veit: A-B--60,0 Trapezoidal Loads (pIf) Veit: B-0,0 to E-49.5, 13-2.2-to-D-148_9 4. us" torrner No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906979 Contractor/Job: 3514 EL. C RF Date Req,04/25/2003 Draw No:53906979HJ7 Job TrussTypeoty -1 Ply I-Centex-0- f Iand6/3 5-14 -- b sk/d - 19 3 53906979 C 15 11001: TRUSS Universal For 10_ I I'lob Reference (optional) OM Products,itic., Burlington, NC 27215, Jeff Kerr 5,060 s Feb 20 2003 MiTek Industries, Inc, Too Apr 22 16:46:26 2003 P,, - ge - I 4 00- 12 LOADING (psi) I-Cf- L 20.0 SPACING 2- 0-0 CS) DEFL in loc) I/dell PLATES GRIP TCDL 10, 0 Plates Increase Lumber Increase 125 1. 25 TC 0. 27 BC 0, 10 Veit(LL) Na n/a TL20 245/193 13 U L L 0M Rep Stress Incr YES WB 0,00 Veti(I- L) -0,05 Horz(11) - 0,00 A >275 C n/ a IWDL 10'0 1 1- code FRG2` 001 Matrix) I st LC LL Min I/defl - 240 1 Weight: 17 Ib LUMBER BRACING TOP CHOF10 2 X 4 SYP No,2 ROT CHORD 2 X 4 SYP No TOP CHORD Sheathed or 4-11 -11 oc purlins. 2 BUTCHORDRigidceilingdirectlyappliedor10-0-0 oc bracing. REACTIONS (Ib/ sizo) C-135/Mechanical, 13-266/0-3-8, D-48/Meclianical Max I lorz [3-1 11 (load case 5) Max UpliftC- 111 (load case 5), B-72(load case 4) FORCES (11)) - Fitst Load Case Only TOP C1 1011f) A-B-22, B-C-42 DO F Cl JORD 13-D-0 NOTES (3) 1) Wind: ASCI_ 7-08 per FLIC2001; 11 Onlph; 11-22ft; _TCDL-6,0psf; BCDL_6,0psf-, occupancy category If; exposure B; enclosecINWHIS gable end zone; cantilever leftandrightexposed ; end 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 111 It) uplift at joint C and 72 11) uplift at joint 13. Truss shallbefabricatedperANSI/TPI 1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints, placing indicated on this sheet is to reduce buckling of Individual members only and does not replaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verity all design information on this sheet for conformance With conditions and requirements of the specific building and govetning codes and ordinances. -the buss,designor accepts no responsibility for thecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding, Any references to jot) names and locations are for administrative Purposesonlyandarenotpalloftherevieworcertificationofthetrussdesigner, LOAD CASE( S) Standard WI) 92 Customer No: 11045 CUstomer Name, CENTEX HOMES ORLANDO Shop No: 53906979 Contractor/Job: 3514 EL.0 RF Date Req.011/25/2003 Draw No:53906979CJ5 Job I-Fruss , --ay y entex--O[ Jado/3514 C"jSO4 16 -3 ---- 53906919 C113 1100E-rm 20 20 or 10If Job Reference (oplionat) est Products,111c., Burlington, NC 272 5,-Jeff Kerr 5,000 s Febn)AiTek Industries, Inc, Tue Apr - 2 - 2 16:46 - 272003 -- P,-4, g a i " t scale - I : /, 2-10- 1 5_ 0-0- 12 LOADING f) I-CLL SPACING 2- 0-0 CS1 DEFL in loc) I/defl PLATES GRIP 20,01CDL 10M Plates Increase 1,14111) Gr Increase 1.25 1,25 1 G 0,08 Vert(I-L) n1a, n/a TI-20 245/193 HCLL 0, 0 Rep Stress Ina YES RC 0. 03 WB 0. 00 Vei t(- T L) -G,ol 1 lorz(- FL) -0,00 A >090 C n/ a 13 C - D 1- 10 - 0 Code I F I BC 2001 Ma It ix) 1st W LL Min Well 240 Weight: 11 lb LUMBER BRACING FOP Cl IORD 2 X 4 SYP No.2 BOT Ct ](,) fit) 2 X 4 SYP No,2 TOP CHORD Sheathed or 2-11 -11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (11h/ size) C-69/1,lediarlical, R-194/0-3-8, D-28/Mechancal Max t forz 13-70(load case 5) Max UpliftC-- 63(load case 5), 13--79(load case 4) FORCES (113) - First Load Case Only TOP CHORD A-B-22, 13-G-21 BOT CI IORD B-D40 1) Wind: ASCE 7-98 per F13C,2001; I lompli; h-22ft; -T-CDI--6.Opsf; BCDL-6.0psf; occupancy category 11; exposure B; enclosed;MWf-HS gable end zone; canfilOvev leftandrightexposed ; end vertical left and right exposed.1-urnber DOL-1.60 plate grip DOL-1,33, 2) Provide mechanical connection (by others) of Voss to hearing plate capable of withstanding 63 lb uplift at joint C and 79 11) uplift at joint B, 3) -1IUSSshallbetabucatedperANSVI-I'll 1-95 quality requiternents, Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and (Aces not replaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance withconditionsandrequirenoentsofthespecificbuildingandgoverningcodesandordinances, The truss designer accepts no responsibilit, for thecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for 4) administrative purposes only and are not pail of the review or certification of the truss designer, LOAD CASE( S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 5-3-90697-9 Contractor/Job: 3514 EL.F Data Req:04/25/2003 Draw No:53906979CJ3 JJ06 1n4ss Truss -1 - e ----- '', --- l-1-1 — -,-- I CPly 5,1UU6U ICJ19 l entex-OHando/3514 C/sk/4 ROOF,] RUSS 10 1 Univ - --1-1--- 11 -1 -, - - ... Job Reference (optional) ersal f otest Ploducts'Inc., Ruflinglon 5.000 s Feb 20 2003 MiFek IncIL-Astliel-S, Inc.- Tue Apr 22 o 0:10--hi 0-0 12 LOADING (psf) SPACING 2-0-0 C&I DEFIL in (Ioc) I/defl PLATESTCLL I COL 20,0 10,0 Plates increase 1.25 Te 0,06 Vei t(I-L) n/a - n/a 1 L-20LumberIncrease125BComVeit(Tt-) 0.00 A >99913C1L,L- 0,0 Rep Stress Incr YES W B 0.00 florz(1-t-) om C n/aBCDL 1 10, - 0 C - od I a - F , B C200 - I Matrix) 1st LC 1-l- Min Edetl - 240 Weight: 5 lb LUMBER 1-0P CA-10RD 2 X 4 SYP No,2 130 1- CHORD 2 X 4 SYP No.2 I IJ -J I GAC):27 2003 Page 1 S ui 1. - 1:4 GRI13 245/193 BRACING 101' CHORD Sheathed or-0-11-11 POT CHORD Rigid ceiling directly applied or 10-0-0 or- bracing, REACTIONS (lb/size) 11-133/0-3-8, E-911VIechanical, C-0/Wchanical Max I for z B-40(load case 4) Max Uplifffl-96(load case fl, C-26(load case 5) Max Giav[3-133(load case 1), E--9(load case 1), C-28(loadcase 4) FORCES (111) - First Load Case only LOP CHORD A-11-21, B-C-26, C-D--4 BO V Cf 10I11) B-E-0 NOTES (3) 1) Wind: ASCE 7-98 per F(3C2001; 1 10niph; fr-22ft; TCD1--&0psf; BCDL-6.0psf; OCCUpancy category 11; eXPOSUre B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL-1,60 plate grip DOL-1,33, 2) Provide mechanical connection (by Others) of truss to bearing plate capable of withstanding 98 It) uplift at joint 13 and 26 If) uplift at joint C, 3) Tniss shall be fabricated per ANSI/Ti'l 1-95 quality requirements. Plates shall be Of SiZO and type shown and centered at joiHIS unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this street is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this street forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandOrdinances, the truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationas,it may relate to a specific building. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner, LOAD CASE(S) Standard 27 CUstomer No: 11045 Custorner Name: CENTEX HOMES ORLANDO Shop No: 53906979Contractor/Job: 3514 EL.RF Date Req-,04/25/2003 Draw No:53906979CJ1 Job 1 Truss I'Duss Type Qty rly cent-e-x 53906979 M V2 H 0 0 f I - " , I Job - Refer once (opliot ial) Universal F-west f3toducts,Inc-, Ruilington, NC 27215, Jeff Kett 5,000 s Feb 20 2003 MiTek IndusIllos, Inc.'Tuo, Api 22 16:46 03 Page I 1-9-14 1-9 14 1-911 _1_4 -1 1 1-9-14 3x4 LOADING (I)sf) SPACING I CLL 200 Plates Increase 2-0-0 CS1 DEFL in loc) I/defl PLATES GRIP TCDL 10.0 (_unibei Increase 1.25 1,25 TC 0,01 BC 0,00 Vert(LI-) n/a Vert(TL) n/a 'Ft 20 245/193 B(ILL 0'0 Pop Stress Incr YES W13 0,00 n/a Horz(TL) 0.00 n/a GI - 3 11 CD - L 10.0 Co I de FBC20 - Of Matrix) n/a I st LC LL Min Waft - 240 Weight: 5 lb LUMBER 1-0 BRACING P CHORD110111) 2 X 4 SYP No,2 BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1-9-14 oc purlins, except end verticals, WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, REACTIONS (lb, /size) A-31/1-9-14, C-31/1-9-14 Max I lorz. A-22(load case 3) Max UplifIA-7(load case 4), C-1 2(load case 4) FORCES (1h) - First Load Case only TOP CHOFlD A-13-9,13-C-23 BOT C1 i0H0 A-C-0 NOTES (4) 1) Wind: ASCE 7-98 [)or F13G2001; 1101TIph; h-22fl;TCD[__6,0psf; BCI)L-6Op,,;f;occt-)pancycategory it; exposure B; ericlosecl;MWFfIS gable end zone; cantileverleftandtightexposed ; end vertical left and right exposed;Lumbei DOL-1.60 plate grip DOL-1,33. 2) Gable requires continuous bottom chord hearing. 3) Provide mechanical connection (by ()liters) of truss to hearing plate capable of withstanding 7 lb uplift at joint A and 12 11) Uplift at joint C. l) Truss shall he fabricated per ANSVI PI 1-95 quality requirements. Plates shall be of size and type, shown and centered at joints unless otherwise noted. Providebracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this street is to reduce buckling of individual Members only and does notreplaceerecflonandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer- shall verity all design information onihis sheet for conformancewithconditionsandfe(luilernerltS of the specific building and governing codes and ordinances. The truss designer accepts 110 responsibility forthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references 10 job names and locations are for administrativepurposesonlyandarenot ()art of the review or certification of the truss designer, LOAD CASE(S) Standard 10 6ustomer No: 11045 Contractor/ Job: 3514 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906979 EL. C HF Date Req:04/25/2003 Draw No:53906979MV2 3vb---- 000numrwMV4 Oviv-F ( -~-—iG d—|--_| Jo^n* (optional) 3-9-14 3-9-14 1 a uo : ocaV 1'n. 3-9-14 LOADING (psf) SPACING 2-0-0 CS1 DEFL in 10c) PLATES GRIP LUMBER I BRACING OP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 3-9-14 oc f)Urlins, except end verticals, WEBS 2 X 4 SYP No,3 BO F CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (lb/size) x-120ao44.C~120/3e'14 Maxr z Max upoxx_'xz(loaucase 4).o~4o(lovdcase 4) FORCES (|b)`First LoeuCase Only 101`30HVuu A'8- 28.B'C~'90 HOT CHORD A-C- o NOTE (4-5) Wind: A3CE7'oo per FUC2001 110 h h-22ft; TCDL-60psf; BCI)[--6,Opsf; occupancy category 11; exposure B; enclosed;MWFFIS gable, end zo g exposed mid verticalleft2)GaWmm'|n'nconUnuousboUm^ chord healing, p"'w"puu-/». qPmvWomechanical connection 1>T h Ub b W"WT ' '' uplift nmup lift M tjoint C 5 quality requirements. Platessha be ofsizearidtypeshownandcenteredatjOilitsunlessotherwisenoted, Provide bracing Where indicated arid within 4' of interior joints, Bracing indicate(] on this sheet is to reduce buckling of Individual membeis oNy arid does not IoPlace election arid pelmanent bracing requiredfortheoverallbuildingdesign. BUilding Designer shall verify all design infolmation oil this sheet for confoireance with conditions and reclukenients of thespecificbuildingaridgoverningcodesandordinances, The truss designer accepts no lesponsibilit) for the conectness or accmacy of filedesigninfort-natron as it rilay rOate to a specltic building. Any references to job Fla Fries arid locations are for adrilinistrative D01poses only and are hot qpartoftherevieworceilif_- i-^~~.~ . the .°""designer, LOAD CASE(S) Standard 61 1 01 4ft Job (TrussI 153006979 MV6 Ull live! Sal Forest Pioducts,inc-11 Bur aty I plyTrussWe 1100FTHUBS I (Job Reference (optional) ton, NC 27215, Jeff Kei r 5.000 s Feb 20 2003 MiTek Industries, Inc, TLjeApr 2216:46:282003 Paget 5- 9-14 5- 9-14 3x4 5 1 2X3 11 5 - 9 -14 5- 9-14 LOADING ( psf) SPACING 2.0-0 GSI DEFT, in (loc) Vclefl I_CLL 20.0 Plates Increase 1,25 TC 0,34 Velt(t-[,) n/a n/a TCDL10,0 Lumber Increase 1.25 BC 0.11 Vert(-1 L) n/a n/a 13CLL0,0 Rep Stress Incr YES WB om Hoiz(-VQ mo C n/a H(.A)L 10.0 Code F-13C2001 Matrix) 1st LC I.-L Min WWI ® 240 LUMBER 101' CHORD 2 X 4 SYP No,2 130T CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS ( lb/Size) A-200/5-9-14, C-200/5-9-14 Max I lorz A— I 11 (load case 3) Max UpliflA-54(loacl case 4), C-74(load case 4) FORCES ( lb) - First Load Case Only 101' C1 iOlit) A-B-46, 0-C-150 130 l"CHOHD A-C-0 M BRACING TOP CHORD Sheathed or 5-9-14 oc puilins, except end vetficals, 001' CHORE) Rigid ceiling directly applied or 10-0-0 oc bracing, NOTES ( 4) 1) Wind: AS(,[--- 7-98 per FUC2001; I I Oinph; 11-22ft; 1-CF)L-6.0pst; I3CDL-6,0pSf; occupancy category 11; exposure B; enclosed; MWI-- I -IS gable end zone; cantileverleftandrightexposed ; end vertical left and right exposed -,Lumber DOL-1.60 plate grip DOL-1,33. 2) Gable requires continuous bottom chord hearing, 3) Provide Mechanical connection (by WherS) Of truss to bearing plate capable of withstanding 54 lb Uplift at joint A and 74 11) uplift at joint C, 4) truss shall be fabricated per ANSI/Till 1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted. Providebracingwhereindicatedandwithin4" of interior joints, Bracing indicated on this Sheet is to reduce buckling of individual n-rearbeis only and does notreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all design information on this sheet for confounancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. I be truss designer accepts no responsibility forthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not [)art of the review or certification of the truss designer, LOAD CASE(S) Standard ell 4= 1 0 Customer No: 11045 Customer Name: CENTER HOMES ORLANDO Shop No: 53906979 Contractor/Job: 3514 EL. C RF Date Req:04/25/2003 Draw No:53906979MV6 Job Truss Truss Type TOty1hyI Centex-0i landa/35 14-C/jsk/4 - 19-3 53906979 t,44B MONO TRAUWWAAO* Unive'sal Forest Ploduc(s,111C., Rutlinglon, W2 7215 Jeff Kell' Job Refer( -nce ( optional) 5, 000 s Feb 2003 MiTek-1l)dUSuie5, IuG. TL-Je--Af)r22 16:46-2-82003 --Pa'ge-1 I-- o . ......... 5-5-10 1 - 0-0 5-5-10 3 10-7- 20 11 2x3----- G W I rn s T I w4-- or 3x4 5x4 21- 13 9 I'l 1 0 0- 1 8 Plate Offsets (X,Y): [13-0-1 2 0--1 -81 0LOADING ( 1) s f) SPACING 2-0-0 I CLL 20,0 Plates increase 1,25 CS1 TC 0.45 DF- FL in (10c) I/defl PLATES GRIP Vert( LL) 1103 B-E TGDL10,0 L-i unber Increase 125 BC 0"30 999 T L2 0 245119:3 Veru- 11) -0,16 B-E >683 HCLLOMRepSuessIncrYESWBO'l 7 Horz(TL) 0.01 E n/a 13CDL10.0 Code FBC2001 Matrix) ix) 1st LC LL Min I/defl - 240 Weight: 39 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 BOT G I 10 1-11) 2 X 4 SY11 No2 1 OP CHORD Sheathed or 6-0-0 oc pullins, except end verticals. WEDS 2 X 4 5Yfl No.3 ROT CHORD Rigid calling directly applied or 10 0-0 cc bracing. REACTIONS ( Ib/size) 13-435/0-3-r1, E-357/0-1-8 Max Hof z 13-127(load case 3) Max Upilfti.3-1 79(loa(i case 2), E-1 I 9(load case 2) FORCES ( 16) - First Load Case Only TOP C110111) A-B-13, H-C-660, C-D-124, D-E--82 ROT CHORD H-E-615 WEBS C-E-555 NOTES ( 6) 1) Wind: ASCE 7-98 per FBC2001; 1 10ulph; 11-221r; -TCDL-6,0psf; BGDL-6.0psf; occupancy category 11; exposure 13; enclosed;MWI-EtS gable end zone; cantileverleftandlightexposed ; end vertical left and right exposed;Lurnber DOL-1.60 plate gur) DOL-1,33. 2) Bearing at joint(s) [--- considers parallel to grain value using ANSI/-FPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing Surface. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) E. 4) Provide mechanical connection (by others) Of truss to bearing plate capable of withstanding 179 lb Uplift at joint 13 and 119 lb uplift it joint E. 5) Beveled plate or shill, required to provide frill bearing surface with truss chord at joints) E. 6) Truss shall be fabricated per ANSVI PI 1 -95 quality requirements, Plates shall be of size and type shown and centered at !() juts unless (AhMWiSe noted Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual Ifleinbefs only and does not replace erection and permanent bracing requitedfortheoverallbuildingdesign. Building Designer shift verify all design information on this street 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 jot) names and locations are for administrative purposes only and are not part of therevieworcertificationofthetrussdesigner, LOAD CASE(S) Standard C7 a- M Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906979 Contractor/Job: 3514 EL.0 RF I Date Req:04/25/2003 Draw No:53906979M4B Job TIUSS Jype aty V31Y 5390(3979 iWA hR 3 7 1 UnIvef 'Job Reference (o Yforestfliodric -ptional 1 -1) 20 200 Industries, Inc. Tue Apr 22 16146:28 2003 RagesalForis, Inc., Ru I ngtor:, I JC _15 Jeff Kerr 5.000 s Fe 1_00 f 1-0 0 7-00 M U scar. - I a D 2x3 11 13-10-13 7 1 0 1 0 6-10-8 0_1 a Plate Offsets (X,Y) JG:0 -0-12 - 0-1 11 81 LOADING (psf) SPACING 2-0-0 CS1 DEFL in loc) T/defl PLATES GRIPIC11H_ 20.0 ['rates Increase VCDL 10.0 Lumber Increase 1.25 1.25 TG 0.58 Vert(LL) n/a n/a -1-120 245/193 R(It L 0,0 Rep Stress Incr YES UC 0,20 W 13 0,00 Vert(TL) 0,16 Horz(11) 0,00 A >68 D n/a13CDL10.0 Code FBC2001 Matrix) 1st LC Li- Min Weft - 240 Weight: 25 lb LUMBER BRACING I Of' CHORD 2 X 4 SYP No,2 BOT CHARD 2 X 4 SYP No,2 TOP CHORD Sheathed or 6-0-0 oc pUrlins, except end verticals. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REAC-IONS (Vsize) R-343/0-3-8, D-262/0-1-8 Max t 10, Z 11-97(load case 3) Max Uplifffl- 153(load case 2), D-85(load case 2) FORCES (h) - First Load Case only TOP CH011f) A-13-13, B-G-39, C-0-195 1,10-1 CHORD H-D-0 NO-FES (6) 1) Wind: ASGE 7-98 per F13C2001; 1 10inph; 11-22ft; TCDL_6,0psf; BCDL-6.0psf; occupancy category 11; exposure 11; enclosed;MWf-FJS gable end zone; cantilever left and fight exposed ; end vertical left and right exposed'Lumber DOL-1,60 plate grip DOL-1.33. 2) Bearing at joint(s) D considers parallel to grain value using ANSI/1 PI 1-1995 angle to grain formula. Building designer should verify capacity of beatingsurface, 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 4) Provide mechanical Connection (by others) of truss to boating plate capable of wiffistandtog 153 lb uplift at joint B and 85 lb uplift at joint D. 5) Develed plate or shim required to provide full bearing surface Will truss chord at Toint(s) O- 6) Tuiss, shall be fabricated per ANSVLPI 1-95 quality tecluirernents, plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing where Indicated and within 4" of interior joints, Bracing indicated on this sheet Is to reduce buckling of individual members only and does riot replace erection and permanent bracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this Sheet for conformance With conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design Information as it may retire to a specific building. Any references to lot) names and locations are for administrative purposes only and are not part oftherevieworcertificationOfthetILISSCIOSigoel. LOAD CASE(S) Standard rneFb 7' c4 CUstorner No: 11045 Cu turner Name: CENTEX HOMES ORLANDO Shop No: 53906979 Contractor/Job: 3514 EL.0 RF Date Req:04/25/2003 Draw No:53906979M4A Job Truss F1 uss- J'ype Oty illy cenfex-Oi I a--n-(Jo-/351 4-C/jsk/4--1 9- 3 90 g MONO 'TRUSS Lob Reference (optional) Forest Ptoductsjnc, I - ---1- - Lob - - Builim ton, NC 27215, Jeff Kerr 5,00c) s Feb 20 2003 MiTek Industries, -- lklo. -1-oo Apr 22 1 6:46:29 -200-3- Pagel 1-0 0 100 Scale - 113 ( 2x3 D 3.4 20 11 W 1I 6-110 8 7 a, 1 0 6-108 0 1-8 LOADING (psf) SPACING 11 L 2-0-0 CS1 DEFL in loc) Ldefi PLATES GRIP20.0 Hates Increase 1 CDL 10.0 1-Urnber Increase 1.25 1,25 1 C, 0,24 BG Vert(LL) n/a n1a -11-20 245/193 Bc[ L 0,0 Rep Stress Incr YES 0,09 WB 0.05 Vet t(T L) 0.03 Horz(TL) 0,00 A >3 9 6 E n/aL 1 3cD 1 L — 10.0 Code FBC2001 Matrix) 1 st LC Llt- Min Well - 240 Weight: 26 lb LUMBER 101) BRACING CHORD 2 X 4 SYP No,2 130 1- CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, WHis 2 X 4 SYP No.3 80TCHOR0 Rigid ceiling directly applied or 10-0-0 oc bracing. 0 11 lEfis 2 X 4 SYP No.3 REACTIONS (lb/size) 13-230[7-0-0, [---23R-0-0, F-40117-0-0 Max Hot z B-9 7(load case 3) Max Uplilffl--1 08(load case 2), E-23(load case 1), F--I 35(load case 2) Max GravB-230(load case 1), E- I 0(load case 2), F-401 (load case 1) FORCES (Ib) - First Load Case Only 10P CHORD A-B-I3, B-C-42, C-D-31, D-E-15 B01- CHORD 13-F-0, F-F-0 W[- [is C-F--297 NOTIES (6) 1) Win(]: ASCE 7-9a per FBC2001 I 10ulph; 1-1-2211; TCDL--6,Opsf; BCDL-6.Opsf; OCCUpanCy category 11; exposure B; enclosed;MWIFFIS gable and zone; cantilever left and light exposed end vertical left and right exposed;Lumbei, DOL-1,60 plate grip DOL-1.33. 2) 1 RISS designed for wind loads In the plane of the truss only, 3) Gable letl0res continuous bottom chord tearing, 4) Gable studs Spaced at 2-0-0 oc, 5) Provide mechanical connection (by others) of truss to bearing plate capable of will ista nding 108 it) uplift at joint B, 23 Ill uplift at joint E and 135 lb upliftitjointF. 6) 1 [kiss Shall be fabricated per ANSVIT'l 1-95 quality requirements. Plates shall be of size and type Shown and centereded at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated onthisSheetistoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpeu-narient bracingrequitedfortheoveralltmiilkijugdesignBuildingDesignershallverifyalldesigninformationonthisstreetfor conformance With conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility far the correctness or accuracy of the design Information as it may re'ate to aspecificWilding, Any references to job narnes and locations are for administrative purposes only and a,e not [)art oftherevieworcettificatior, of the truss designer. LOAD CASE(S) Standard CUStOmer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906979Contractor/Job: 3514 EL.C1 RE Date Req:04/25/2003 Draw No:53906979MGE4 Job -truss 1 Truss Type Qty I Ply (J,Jsk/5 19 3Conlox-bflarido/3514 2n-- 53908744 iFG13 !FL OR 1 1 JJob Reference (optional) Universal Forest Prod octs, I n c., Burlington, NC 27215, Jeff Kerr 5,000 s Feb 20 2003 MiTek industries, Inc. Mori May If) 14:27:30 2003 Page I 1-2-2 S-il. - 1:34 7x8 -- 1 5X3 3x6 FP 3x6 FP 7x8 7x6 3x6 1' 3X6 [I 3x6 [I 7X6 = 7x8 -= 7x8 A 13 C D E F C, H i J K 7x6 = 700 M111811 1X8 1X6 - 3x6 11 3x10 M11181! FP - 7x8 = 100 M111811 c 7x6 3xl0 M1118H FP`, 3X6 11 7x6 1 6 10 3 10-13 630 8-7-3 1 1011 6 13-3-9 17-11 15 -6-8115-7-12 1 119 196-8 sets (X,Y):_ tA:Edg(,,O 3 91, JA:0-1 8,6 o-ft JK:0 1 8,0-6-81, JK:0 3 0,H (31, 11-:Edge,0-3-01, [W:Edqe,O 3 01 LOADING (psf) SPACING 2-00 CSI DEFIL in (to(') 1/dell TCLL 40,0 Plates Increase 1,00 TC 0m65 Vort(LL) 0 51 Q R >450 TCDL 10,0 Lumber increase 1.00 BC 016 Vert(TL) 070 OR >327 BCLL Yo Rep Stress Incr NO WB 0.77 Horz(TL) 0.11 L n/a BCDL 5,0 A Code FBC2001 Matrix) 1 st LC LL Mir) 1/defl = 360 PLATES GRIP TL-20 245/193 Weight: 170 If) LUMBER BRACING TOP CHORD 4 X 2 SYP No,2 TOP CHORD Sheathed or 4-9-4 a(, purlins, except and verticals. BOT CHORD 4 X 2 SYP SS BOT CHORD Rigid ceiling directly applied Or 10-0 0 OC bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ibisize) L--72683.!0-8-0, W-2663/0-8-0 FORCES (Ili) - First Load Case Only TOP CHORD A-W= 2668, K-L=-2668, A-B= 3033, B C=-7267, C,D=-7267, D-E=-101 55, E-F=-1 1581, F-G=-1 1581, G H=-I 0155, H 1=-7267, 1 J-7267, J K, 3033 BOT CHORD V-W=0, U-V---5586, T-U=9075, S T=l 1216, R-S-1 1216, Q R=1 1922, P-Q=l 1216, 0 P=l 1216, N 0-9075' M-N-5586, L M,0 WEBS A-V=3845, B-V=3475, B U=2339, D U= 24 10, D-T=l 469, E-T=- 1444, E-R=497, F R, 464, F-Q--464, G Q=497, G O=-1 444, 1-1 0 1469, H-N = 2410, It N=2339-J-M=-3475, K M-3845 NOTES (3) 1) All plates are -rL20 plates unless otherwise indicated, 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each litiss with 3 l6d nails. Strongbacks to be attached to walls at theii-OUterelldS or restrained by other means. 3) Truss shall be fabricated per ANSI,,TPI 1 -95 quality requirements. Plates shall be of we and type shown and centered at joints unless otherwise noted_ Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this street is to reduce buckling of individual members only and does nor ioplaco erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on Ibis 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 aCCUFaCy Of 1110 design information as it may relate to a specitic, butidmg. Any references to job names and locations are for administrative purposes Only and are not part of the review orcertificationofthetrussdesigner. LOAD CASE(S) Standard 1) Floor: Lumber lncrease=1.00, Plate Incicase=1,00 Uniform Loads (plf) Veil, L-W,-- 10,0, A K=-270,0 J i Q,' W 21 H ow FF fagq# ;=AE1UZff ,M Job enlex Oilarido/3514 2rid,"isk15-16 3TrussyPlyTr1'ss T y 53908744 FT1 ' Truss R LJobRoforence (optional) Universal Forest Pioducts,kic., Burlington, NC 27215, Jeff Kerr 5,000 s Feb 20 2003 MiTok industries, Inc. Mori May 19 14: 15 45 2663 Page I 3x6 Fit Scale - 1 t36 3x6 FF1 3x4 LOADING psl) SPACING 200 CS1 DEFL in (loc) lide[I TCLL 40,0 plates Increase 11,00 i TC 0,05 Vf,-rt([-L) inla n/ TCDL 10,0 Lumber Increase 1.00 BC 0 Of Ved(TI-) n/a n/a BOLL OD Rep Stress incr YES W B 003 Hor;(Ti-) aw 0 n/a BCDL 50 Code FBC2001 Matrix) 1st LC LL Min [,,(left -360 LUMBER TOP CHORD 4 X 2 SYP No.2 BOT CHORD 4 X 2 SYP No.2 WEBS 4 X 2 SYP No,3 OTHERS 4 X 2 SYP No-3 M Weight: fit Ib BRACING TOP CHORD Sheathed or 6 0 0 oc purlins, except end verticals. B01-CHORD Rigid ceiling directly applied or 10 0-0 oc bracing. At REACTIONS (lb./size) Q--=47/18-6-8,AF=56/166-8,AE=142118-6-8,AD-148/18-68,AC-146/18-6-8,AB-147/18-613,AA=147/1868,Z7147/18-6-8,Y--147/16-6-8, X-147/18-6-8,W=144,1186-8,U=145/18-6-8,T=146/186-8,5=149/18-68,R=137/1868 Max Herz AF- 6(load case 1) FORCES (It)) - First Load Case Only TOP CHORD AF-AG=-50, AG AH=-50, A AH=-50, Q-Al= 42, P Al--42, A B=-6, B-C= 6, C D= 6, D-E= 6, E F--6, F-G-6, G-H=-6,11 1----6, 1 J--6,,l K= 6, K-L--6, L M---- 6, M-N= 6, N 0=.-6, 0-P=-6 BOT CHORD AE AF=0, AD-AE=O, AC-AD--O, AB-AC7zO, AA-AB=0, Z AA-0, Y-Z=O, X Y---O, W-X,-o, V-W--(), kJ.V=6, T U-6, S-T=6, R S-6, Q R=6 WEBS B-AE=-131, C AD=-134, D AC=-133, E-AB,-133, G AA=-133, H-Z=.133, I Y=-133, J-X= 133, K-W=-133, L U= 133, M 1=-133, N-S=-136, 0 R_-125 NOTES (6) 1) All plates are 1.5x3 7120 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Firiss to be fully sheathed from one face or securely braced against lateral movement (i.e, diagonal web), 4) Gable studs spaced at 1-4-0 oc 5) Recommend 2x6 strongbacks, on edge, spaced at 10 0-0 oc and fastened to each truss with 3-16d nails Strongbacks to be attached to walls at their outer ends or restrained by other weans. 6) Truss shall be fabricated per ANSI/TPI 1-95 duality requirements Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicaledandwithin4" of interior joints. Bracing indicated on this sheer is to reduce buckling of individual members only and does not replace erection and permanent btacing required for the overall building design, Building Designer shall verity all design infOrniallon of) this shoot for conformance with conditions and requirements of the specific building and governing codes and ordinances The truss designer accepts no responsibility for the correctrioss or accuracy of the design information as it may relate to a specific building. Any references to jot) names and locations are for administrative purposes only and are not pall of [be review orcediticationofthetrussdesigner. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 539087Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT11 Job ---Truss Truss -1 y pe Qty I my Centexbrlandoi3514 2rld/jsk/5--1 9-3 53906744 FT01 IFLOOR 1Job Refererce (optional) Universal Forest Products,hic , Burlington, NC 27215, Jeff Kerr 5,000 s Feb 20 2003 MrTek Industries, Inc. Mon May 19 14:15:46 2003 Page 1 Scale - 1 38 3X6 IT K L M 3A = M LOADING (pst) SPACING 2100 CS1 DEFIL in loci J/defl PLATES GRIP I CLL 400 Plates Increase 1.00 TC 0,05 Ved(LL) n/a n/a TL20 245/193 TCDL 10,0 Lumber Increase 1.00 0, BC 01 Veu( TL) n/a n/a BC LL 0,0 Rep Stress Incr YES WB 0,03 Horz(TL) 0.00 U n/a BG DL 5,0 Code FBC2001 Matrix) 1 st LC LL Min I/detl = 360 Weight: 104 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No-2 TOP CHORD Sheathed or 6-0-0 oc purlinq, except end verticals. BOT CHORD 4 X 2 SYP No-2 DOT CHORD Rigid ceiling direclly applied or 10 0 0 oc blacrug. WEBS 4 X 2 SYP No,3 OTHERS 4 X 2 SYP No.3 REACTK)NS (lb/size) AN- 56/23 10 8, U-47/23 10 8, AM=143/23-10 8, AL--148/23 10 8, AK=146/23-10-8, AJ-1 47/23-10 8, A1-147/23-10 8, AH=147123 10-8, AG=144/23 10 8, AE=145/23-10-8, AD=147/23 10 8, AC=147/23-10-8, AB=147/23 10 8, AA=147/23 10 6, Z---147/23 10-8, Y=147/23 10 8, X=146/23-10 8, W=149"23-10-8, V-137/23-10 8 Max Horz AN=6(load case 1) FORCES (lb) - First Load Case Only TOP CHORD AN-AO=-50, AO AP=-50, A-AP_-50, U-AQ.--42, T-AQ=-42, A B= 6, B-C=6, C-D=-6, D E=.-6, E F= 6, F-G= 6, G-H=-6, H 1- 6, 1-J=-6,J K=--6, K-L= 6, L M=-6, f,A-N6, N-O=-6, O-P--6, P Q=-6, Q-R= 6, R-S=-6, S-T- 6 BOT CHORD AM-AN=0, AL AM -0, AK-Al-7,0, AJ-AK=0, Al-AJ -0, AH-AI-O, A6 AH,0, AF-AG=X, AE-AF=6, AD AE=6, AC AD=6, AB AC=(), AA-A137A Z-AA-6, Y.Z=6, X-Y-6, W-X-6, V-W=6, U-V=6 WEBS B AM--131, C-AL-134, D-AK---133, E AJ--133, F-Al---133, G-AH= 133, H AG= 133, 1 AE=-133_) AD=-1133, K AC=-133, M AB=-1,33, N AA--133, 0 Z=-133 PY=-133, Q X --133, R-W=-136, S-V=-125 NOTES ( 6) 1) All plates are 1 .5x3 TL20 unless otherwise indicated. 2) Gable requires (,onirlinous bollou, c bord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e, diagonal web) 4) Gable studs spaced at I 4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0 0 o, and fastened to each truss with 3-16d nails. StrolqgI)acks to be attached to walls at flier enter ends or restrainedbyothermeans, 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and typo shown and COntofed at joints unless otherwise not(,(]. Provide bracing wliereindicatedantiwithin4"ofiiileriorjoints- Bracing indicated on this sheet is to reduce buckling of individual members bers only anddo(,,,; not replace erection and permanent bracing requiredfortheoverallbuildingdesignBuildingDesignershallverilyalldesigninformationonIbisstreetforCiDufOrifla"Co will, condilions and requirements of the specific budding and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of [tie design information as itmayrelatetoaspecificbudding. Any references to jot) names and locations are for adrallirStfatiVe PUIPOSeS only and are not pall of the review or codification of fit(, buss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514ALLELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT01 lJob Tj uss i Truss Type 1 Qty Ply Centex Orlando/3514 2nd/jsk/5-1 9-3 53908744 !FT2 lJob Refortinee (optional) Universal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 5 000 s Feb 20 2003 MiTek Industries, Inc. Mori May 19 1415AG 2003 Page 130 1-7-12 2-0-0 1-7-12 swfe - 1.3 1'5X3 it 1 5x3 3x4 1,5x3 11 1 50 3x6 3,6 H, 3x4 1 50 i1 1 50 ii 3X4 3x4 3x6 1 5X3 - A 13 G fJ T1 E F C, 12 11 i J K T Eft W3 M W 1 1 2 r FIT- 132 0 3x4 3.6 3.4 3x4 3x4 3x4 3x6 FP-- 3x6 3x6 8-34 290 5-3 O 8-1-12 10412 J 13 -3 8 15_9 8 18 68 18-68 Plate Offsets (X,Y): _JP:0-1 8,Edg(,], JQ'0-1 -8,Edgel LOADING SPACING 2-0-0 CSI TEFL, in loc) 1/dell PLATES GRIP TCLL 40,0 1 Plates increase 1,00 TC 0.35 Verl(LL) -0,28 P-Q >784 TL20 2 4 5/193 CDL 10,0 i Lumber Increase 1,00 BC 0.91 j Ved(TL) -038 P Q >571 BCLL 0'0 Rep Stress Incr ytt) WB 0,43 Hor,,(TL) 0,06 L n/a BCDL 5,0 Code FBC2001 Matrix) 1st LC LL Min I/defl 360 Weight: 94 Ib LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6 0 0 oc purlins, except end verticalsBOTCHORD4X2SYPNo2BOTCHORDRigidceilingdirectlyappliedor'10 0 0 oc bracing. WEBS 4 X 2 SYP No-3 REACTIONS (lb/size) L=996/0-3-8, T=1003/0 8-0 FORCES d1p) First Load Case Only TOP CHORD T-U=-38, U-V= 38, A-V=-38, L-W=-38, K-W=-38, A-13=0, B C-1801, C-D--3003, D-E=-3003, E-F=-3745, F G=-3745, G H -- 3745, 1+1=-3026, I J= 1836, I K=-2 BOT CHORD S-T=1035, R S=2539, Q-R-3439, P-Q=3745, O-P=3454, N 0-2569, M-N=2569, L-M=1078 WEBS B-T=-1406, J L-1432, B S=1066, J-M=1057, C-S=-1027, I M-- 1018, C-R---644, I-Cr=636, E-R= 606, T10- -595, E-Q=375, )+P=356, F Q-190, G-P=-183 NOTES ( 2) 1), Recommend 2x6 strorigbacks, on edge, spaced at 10-0 0 oc and fas fene, d to (,,act i truss with 3-16d nails. Strorigbackslobeattached tc)walls attheir c)ijt(,,rends or restrained by other means. 2) Truss shall be fabricated per ANSUTPI 1 -95 quality requirements. Plates shall be of size and type shown and CM'leled at joints onloss otherwise noted, Provide bracing where indicated and within4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual rneinbors only and does not replace erection and Pei manent bracing required for the overall building design, Building Designer shall verify all design information on this sheer 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 mayrelatetoaspecJic, building. Any reforences to job names and locations are Eor administrative T>urposes only and are not part of the review or certification of the trussdesigner, LOAD CASE(S) Standard Customer, No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 5390874 1 4 Contractor/Job: 3514 ALLELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT2 Job iTujss !Truss Type 1 Oty Ply (Centex -Or laudo/-3514 2nd,jsk/5 19 :1 53908744 iFT5 FLOOR 2 11 Job Reforerico (Optional) Universal Forest PlOdUOS,inc, Burlington, NC 27215, Jeff Kerr 5,000 , Feb 202003 Mffek liglu,0ries, Inc.. Mori May 19 14:15:47 2003 Page I 1 7-12 j j 20-0 1-1 4 ale 1:25 3x5 3x4 - 3x4 1 50 11 3x4 = 1-5.3 0 D E F 3x4 G 11 3X4 30 - 3x4 --- 3x4 , 8-3 4 5--3-0 8-3-4 10-341 1160 15-6-0 0-1-8,lEd ei, [m,6 1-8-, Edge] 1 1400 LOADING (psf) I SPACING 2-00 CS1 DEFL in to(;) Vdefl PLATES GRIP TC[A- 40,0 Plates Increase 1,00 j TC 0.62 VeTt(LL) -023 M N >791 Tt-20 245/193 ICDL 10,0 Lumber Increase 1.00 BC 0,83 Verl(TL) -0 32 M N >567 BCLL 0,0 Rep Stress Inc.r YES WB 0,42 Horz(TL) 0,04 1 n/a BCDL 5O Code FBC2001 Mafilx) I st LC LL Min l/detl 360 Weight: 79 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.1 BOT CHORD Rigid ceiiing directly applied or 10 0 0 oc bracing WEBS4X2SYPNo.3 REACTIONS ( 11b/size) P=835/0-80,1=829/0-3-8 FORCES ( it)) - First Load Case Only TOP CHORD P-Q----36, Q R=-36, A R=-36, I-S=-828, Fl S= 827, A B=O, B C=-1442, C D=-2328, D-E=-2501, E-F=-2501, F G-=-1986, G H-822 BOT CHORD O-P=853,NO=2016,M-N-2567,Lm-12501,K-L--2501,,)-K=1528,1,J=43 WEBS EM=42,FL,--197,BP=-1159,BO=819,C-0=799,CN=434,DN=-333,DM=82,H-,J--1059,G,J=-962,GK=637,F-K -742 NOTES ( 2) 1) Recommend 2x6 strongbacks, on edge, spaced at 10 0-0 oc and fastened to each truss with 3 16d nails, Strongbacks to be attached to walls at their outer ends or restrained by other means. 2) Truss shall be fabricated per ANSIrTPI 1 95 quality requirements. Plates shall be of size and lype shown and centered at joints unless otherwise noted. Provide bracing where indicated and wiffim 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 requiiero( mls of the specilic, budding and governing codes and ordinances, The truss designer accepts no responsibility for 1110 correctness or accuracy of 1110 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 certificationofthetrussdesigner, LOAD CASE(S) Standard ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV, 2ND FLR Date Req:05/21/2003 Draw No:53908744FT5 1 truss Pe_ ----i -_ - 1 ____ --- - - Jot) Truss Ty, Ply Centex-Odando/3514 2nd/jsk/5-19 3 53908744 !FT7 FLOOR i lJob Reference (optional) Universal Forest Pioducts,inc., Burlington, 'NC 2721165 5.000 s Feb 20 2003 MiTekIndustries, Inc. Mori May 19 14:15:47 2003 Page I 8 C D I! i dill 3x6 FF1 E F G iq 01 ------ , 1 scare - I J K L M N 0 p 0 R shil Shil s11 3. 6 FF1 LOADING ( psi) SPACING 2-0-0 CS1 DEFIL in (10c) l/den PLATES GRIP TOLL 400 Plate, Increase 1,00 TC 005 V o of (IT, L) Wa T n, ri L20 245/193 TCDL 100 Lumber Increase 1,00 BC ODD Ved(TL) We r/a BCLL 00 Rep Stress Incr YES WB 0.03 Horz(TL) 0,00 S n/a BCDL 10culu. FBC2001 Matrix) lsl LC LL Min 1/dell360 Weight: 90 11) LUMBER BRACING TOP CHORD 4 X 2 SYP No 2 TOP CHORD Sheathed or 6 0 0 oc purlins, except end voiticals. BOT CHORD 4 X 2 SYP No,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No,3 REACTIONS (lb/ size) S ----5/20-6 0, AJ=53/20 6-0, Al= 146/20-6 0, AH- 147/20 6-0, AG=l 47/20-6 0, A17=1 47/20-6-0, AE= 147/20 6 0, AD-1 47/20 6 0, AC= 147/20-6-0, AB=147/ 20-6 0, AA=147120 6 0, Z=145/20-6 0, X-144/20 6 0, W=147/20-6 0, V=145/20-6-0, U=152/20-6-0, T=108/20 6 0 Max HorzAJ= 4(load case 1) Max UpliftS= 5doad case 1) FORCES (Ib) - First Load Case Only TOP CHORD AJ-AK=-48, AK AL=-48, A At_=-48, S-AM=10, AM-AN-10, R AN=10, A-B-4, B C=A, C-D=-4, D E=-4, E F=-4, F G-----4, G H=-4, H 1=-4, I-J=-4, )-K=-4, K-L=- 4, L-M-- 4, M-N=-4, IN 0-A O-P_ 4, P-Q=-4, Q R=-4 BOT CHORD Al-A,3=0, Aff-AI=0, AG-AH=O, AF-AG=0, AE-AF=O, AD-AE=O, AC-AD-0, AB-AC=O, AA AB=O, Z-AA,0, Y-Z=0, X-Y---4, W X=4, V W=4, U-V=A, T-U=4, S-T=4 WEBS B- Al= 132, C-AH=-1134, D AG-133, E AF- 133, G-AE=-133, H-AD-133, I-AC=-133,,J AB=-133, K AA=-133, L-Z= 133, M-X=-133, N-W=-134, 0 V-132, P-U=- 138, Q-T=-104 NOTES (7) 1) All plates are 1.5x3 TL20 unless otherwise indicated. 2) Gable requires continuous bottom chord hearing, 3) -Truss to be fully sheathed from one face or securely bia(.ed against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplill of joint S. 6) Recornmend 2x6 strongbacks, on edge, spaced at 10 0-0 oc and fastened to each truss with 3 16d nails, Strongbacks to be attached to walls at Ificir enter ends, or restrained by other means, 7) Truss shall be fabricated per ANSI/TPI 1 95 quality requirements. Plates shall be of size and type shown and centered at joints unless ollierwise, noted. Provide bracing where indicatedandwithin4" of interior joints. Bracing indicated on this street is to reduce, buckling of individual munitions only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verity all design information on this street for conformance with conditions and requirements of the specific building and governing codoos 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 jot) names and locations are for administrative Purposes only and are not part of the review or certification ofthetrussdesigner. LOAD CASE( S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514ALLELEV. 2ND FL R Date Req:05/21/2003 Draw No:53908744FT7 Job Truss 53908744 IFT8 Universal Forest Pmducts,lnc., Until Truss Type, Oty Ply - Centex-btjando/3514 2nd 1 -1 s - k/5 19 3 FLOOR Job Reference (optional} Nd`r7215, Jeff Kerr 5.000s Feb 20 2003 MrTek Industries, tire Mail May 19 14:15:48 2003 Page, 1 1-30 1-4-6--_ 2-00 1 4 8 I ,x4 1.50 1 5X3 3x5 3x4 3x6 FP--: 3x4 I 5x3 11 1 Sx3 11 3A 3x4 3x5 A 8 G 1) F F J L"J X W3 W1 W, 3 1W 32 1 3, Q P 0 N 1 50 5.5 US 3x4 3x4 3x4 3x4 300 M1118ri Fil 1x5 9-3-0 1-61- 0 4-0-0 6-60 9-1 -8 11 4-8 14-0 0_ 20- 60 Plate offsets (X,Y): e], IkEdge,0-1 al, lk:o-1 JQiO 6,Edg-1-8,Edgel, R0-1-8,Edqej LOADING (pf) SPACING 20-0 CS1 DEFL In (10c) l/dell TCLL 40, 0 Plates Increase 1.00 TC 0,48 I Vert(LL) 0,40 Q-R >607 TGDL 10, 0 Lumber Increase 1.00 BC 0,87 Vert(T L) 0.55 Q-R >441 BCLL 0, 0 Rol) Stress Incr YES WB 0,59 Horz(TL) 0,09 L n/a BCDL 5, 0 Code FB 2001 Matrix) i 1st LC LL Min l/defl = 360 LUMBER BRACING M 11 1 1 5X5 1 5x3 11 Seat Plate Here 20-60 1 GRIP 245/ 193 U HU rA U 'i A SYP r No 2 TOP CHORD Silealhod or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No. 1 ROT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4X2SYPNo.3 REACTIONS (Ib/ sizc) L=1107/080,V=1107/080 FORCES (it)) - First Load Case Only TOP CHORD V-W=-1 100, W-X=-1 100, A-X=-1 100, L-Y=-1 100, Y Z=-1 100, K Z= -1100, A-B=-1082, B C=-2809, C-D- 3931, D E=-39311, E-F=-4567, F G=-4567, G 1, H l=- 3931, I-J--- 2809, J-K=-1082 BOT CHORD U-V=0, T-U=2093, S-T=3499, R S=4336, Q-R-4567, P-Q--4336, O-P=3499, N-0-1499, M-N=2093, L M=O WEBS A- U=1471, K-M=l 471, B-U= 1405, J-1v1=-1 405, B-T=996, J-N=,996, C-T=-960, I N-960, C-S=601, I P=601, E-S=-564, IT P=-564, E-R=301, H Q-301 , F-R=- 171, G-Q-----171 NOTES (3) 1) All Plates areTL20 plates unless otherwise indicated. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0 0 oc and fastened to each truss wilh 3-16d nails. Strom backs to be attached to walls at their outer ends or restrained by other means. 9 3) Truss shall be fabricated per ANSVTPl 1-95 quality reflUireffloulS. Plates shall be of size and type shown and centered at joints urflo%s otherwise noted Providebracing and Bracingindicatedonthisstreetistoreducebucklingofindividualmembersonlyariddoesnotieplace, erection arid where indicated , g ponflanent 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 acceplis no responsibility fertile correctness or accuracy of the design intonnation as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not [)art of the review or certification ofIt)(,, truss designer, LOAD CASE( S) Standard tiY Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FL R Date Req:05/21/2003 Draw No:53908744FT8 Job -- frUSS "I y[)e (:)ty Ply Centex-otlando'351 4 2nd/jsk/5-1 9 3 53908744 iFT9 FLOQQ 4 11 iJob Reference (optional) universal Forest Producls,lnc Burlington, N6 27215, Jeff Kerr 5000s Feb 20 2003 MiTek Industries, Inc, Mon May 19 14: 15A8 2003 Page i 1 3 0 1 -5-0 200 15011111111 1 S,mle - 1 t34 5x4 1,50 = 5X4 1 5x3 3X" 3x4 3x6 I'll 3x4 1,5x3 1.5X3 11 3x4 3x4 3X5 1-1,x3 A R c 1) E F 6 i J TI 12 JJ X W3 W3, y 42 w 4 132 J R Q p 0 N m 1.5.3 11 5X5 == 3x5 3x4 = 3x4 == 3x4 3x4 = 300M1118HRI = 5X5 = 3x4 3 xr, 93-8 160 0 6-6-0 9-2 0 11-5-0 20-7-014-1-0 '1670 19-1-0 20-7-0 Plate Offsets (X,Y): [A:E(i( ge,0-1 -81, JKi0 1-8,Edge], 1Q,0 1 -8,EdgoJ, tR:0-1 -81EdgeJ LOADING (pst) SPACING 2-0-0 CS] DEFL in loc) l/dell PLATES GRIP TCLL 40,0 Plates Increase 1.00 TC 0,49 Vert(LL) -0,41 Q-R >595 1120 245/193 TCDL 100 [_umber Increase 1.00 PC 089 Veit(Tt-) -0,56 Q R >432 BCLL 00 Rep Stress Incv YES WB 0,59 Hoiz(TL) 0,10 L n/a BCDL 5,0 code FBC2001 Matrix) 1st LC LL Min Udell - 360 Weight: 104 11) LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP aAORD Sheathed or 5-11-3 oc purfins, except end verticals, ROT CHORD 4 X 2 SYP No.1 POT CHORD Rigid ceiling directly applied or 10-0 0 oc bracing. WEBS 4 X 2 SYP No,3 REACTK)NS (lb/size) L-1109/0-3-6,V=1115/0-8-0 FORCES (if)) - First Load Case Only TOP CHORD V-W=-1 108, W-X=.1 108, A X=-1 108, L-Y=-1 103, K Y=-1 102, A B-1091, B-C= 2834, C-D= 3973, D E-3973, E-F=-4634, F G=-463/1, G H=-4634, H 1=-3995 I-J=-2869, J-K-1 141 BOT CHORD U-V=0, T U-21 10, S-T=3532, R-S=-4387, Q-R-4634, P Q=4401, 0 P=3561, N 0-3561, M N=2152, L-M-57 WEBS A-U=1483, K M-1474, B-U=-1417, I M----1407, 13-1=1007, J N--997, C-T= 971, I-N=-962, C S=6113,1 P-4304, E S-- 576, id P-564, E-R-319, H Q-301, F-R= 177, G Q-169 NOTES (3) 1) All Plates are TL20 Plates unless otherwise indicated 2) Recommend 2x6 stronybacks, on edge, spaced at 10 0-0 oc and fastened to each truss with 3 16d nails, Strongbacks to be attached lo walls, at their enter ends or restrained by other means. 3) Truss shall be fabricated Per ANSI/TPl 1-95 quality requirements. Plates shall be of size and type shown and centered it joints unless otherwise noted. Provide bracing where mdwaJed and within 4" of intoner joints, Bracing indicated on this shoot is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the designinformationasitmayrelatetoaspecificbuilding. Any references to job names and Locations are for administrative purposes only and are not part of the review orcertificationofthetrussdesigner. LOAD CASE(S) Standard Job !Truss fruss Type Qty Ply Coritex-Orlando/3514 2nd/sk/5-1 9 3 53908744 FT1 2 FLQOR5 If 01) Referoiico (optional) JJ Universal Forest Products,Inc., Burlington, NO 27215, left Kerr 5,000 s Feb 20 2003 METek Industries, Inc, Mott May 19 14:1 5A9 2003 Page I 1310 1-5-8 200 9 Scala 60 I i , , - 1 28 5A 1 5X3 5x4 5X4 1,5x3 = 3x4 3X4 3x4 I 5x3 l I 1,5x3 11 3.6 [-P:- 3x4 = I 5x3 A F3 C 1) E F G it AV W3 Wi W I VWI, W 0 131 y z J S R Q P Q N M 1 5x3 11 5x4 3X4 3.6 F P 3x4 3x4 5x4 3X4 5X4 3x4 LOADING (psf) SPACING 2-0-0 CS1 DEFL III Ioc) Vdefl PLATES GRIP TOLL 40,0 Plates Increase 1.00 TO 0.86 Vert(-L) -0 30 O-P >675 TL20 245/193 TCDL 10'0 Lumber Increase. 1.00 BC 0.89 Verl(I 1-) -0,42 0 P >4137 BCLL 0'o 1 Rep stress Incr YES WB 0,49 floiz(TL) 0.06 K rva BCDL 5,0 Code FBC2001 Matrix) 1st LC LL Min I"doll =360 Weic [it: 89 11) LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Sheathed or 5-8-7 on pinlins, except end verticals. BOT CHORD 4 X 2 SYP No, 1 ROT CHORD Rigid ceiling directly applied or 10 0 0 or, bracing, WEBS 4 X 2 SYP No,3 REACTIONS (lb,"im) T=929,10 8 0, K=923/0-3-8 FORCES (Ib) - First Load Case Only TOP CHORD T-U= 925, U V= 925, A V, 925, K-W= -923, J-W=-922, A-B= 892, B C-----2244, C-D= 30,11, D-E= 3095, E F= 3095, F-G--- 3095, G-1 I=-2250, I -I 1-- 2250, 1 J=-939 BOT CHORD S-T=-O, R-S=1717, Q-R=2759, P-Q=2759, O-P=3228, IT O=3095, M N,2798, L M=1751, K-L=48 WEBS E-0=18, F-N, 485, A-S=1213, B-S=-I 147, B-11=733, C-R=-716, C-P=378, D-P=-274, D-0-169, J L-1212,1 L=-I 129, 1 M-694, G r,4=-762, G N-704 NOTES (2) 1) Recommend 2x6 sI rot igbacks, on edge, spacod at 10 0 0 a(, and fastened to each truss with 3-16d nails. Stronbaeks to be attached to walls at their outer ends or restrainedled by other means, 9 2) TrLISS shall be fabricated Per ANSI/TPI 1-95 quality requirements. Plates shall be, of size and type shown and cenloted at joints unless otherwise noted. Provide bracingwheo) indicated and within 4" of interior joints. Braerrig Indicated on this sheet is to reduce, buckling Of individual iflelabOrS Only and does not loplaco erection and permanent bracing requited for the overall building design. Building Designer shall verify all design Information on this street for conformance with coudiliolls and reqUireulf)ntS of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness oraccuracy of the design riforillationas it may relate to a specific btMdirig. Any references to job names and locations are for administralIve, purposes only and are not part of the review or certificationofthetrussdesigner. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT12 Job Truss 1 Truss Type Oty Ply Centex-odando/3514 211d/jsk/5 19 3 53908744 FT13 FLOOR, I- I- I JJob Reference (optional) Universal Forest Prod ricts, hic ., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Indusirios, Inc. Mon May 19 14:15:49 2003 Page 1 LOADING (psf) SPACING 2-00 CSI TCLL 40.0 Plates Increase I 00 TC 0,05 1 CDL 10,0 Lumber Increase 1,00 BC 0,01 BCLL 0,0 Rep Stress Iner YES WE, 0.03 BCDL 5,0 Code FBC2001 J Matrix) LUMBER TOP CHORD 4 X 2 SYP No.2 ROT CHORD 4 X 2 SYP No,2 WEBS 4 X 2 SYP No,3 OTHERS 4 X 2 SYP No,3 4-2-0 4-2-0 LIBEL in loc) Udell PLATES GRIP Veit(I-L) n/a n/a TL20 245/193 Vert(Tt-) n/a I Va 1-fou(TI-) 0,00 M a' 'a 1st LC LL Min l/drif 360 Woi( hL 63 If) BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verficals, BOT CHORD Rigid ceiling directly applied or 10-0-0 oe bracing. Scale - 1.22 REACTIONS (lb/size) X-53/14 2 0, M=24/14-2-0, W=1461/14 2 0, V=1 47/14-2 0, U=147/14-2-0, T=147/1 4 2 0, S=147/14 2-0, R=147/14-2-0, 077147/14 2-0, P---145/14-2 0, 0=1 52114 2 0, N-- 116114-2-0 FORCES (b) - First Load Case Only TOP CHORD X- Y=-48, Y2-48, A Z= 48, M-AA=-19, AA -AB= 19, L AB-19, A B---3, B C-- 3, C-D-3, D-E=-3, E-F-----3, F G=-3, G 11=-3, H 1= 3, 1 J--3,,J-K= 3, K-L=-3 BOT CHORD W-X=3, V-W=3, U-V=3, T-U=3, S T--3, R-S-3, Q R=3, P Q-3, 0 P=3, N 0-3, M-N=3 WEBS B-W=- 133, C-V=-134, D-U-133, E-T=-133, F S- 133, G R=-133, H Q=-134,1 P--132, J-O=-138, K N---108 NOTES (6) 1) All plates are 1,50 TI-20 unless otherwise indicate(]. 2) Gable requires continuous bottorn chord bearing, 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc, 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0 0 oc and fastened to each truss with 3-16d nails Strongbacks to be alla(Aied to walls at their outer ends or restrained by othermeans. 6) Truss shall be fabricated per ANSVTPI 1-95 qualify requirements. Plates shall be of size and type shown and Centered at joints Unless otherwise note(]. Provide bracing where indicated andwithin4" of interior joints. Bracing indicated on this street is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verity all design information Or) this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss desi( net accepts no responsibility for the correctness or accuracy of the design information as itmayrelatetoaspecificbuilding. Any references to jot) names and locations are for administrative purposes only and are not part of fire review or certification of thetrussdesigner, LOAD CASE(S) Standard Customer No: 11045 Customer area CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 3514ALLELEV. 2ND FL R Date Req:05/21/2003 Draw No:53908744FT13 Job Truss (Trussiss Type oty 1 Ply CorrIGx bilair(JW3514 2rid/js I k/5-19-3 53908744 IFT14 FLOORR 1 lJob Reference (optional) Jeff I<, 9, universal Forest Products,hic , Builington, 15, Jeff Kerr 5,000 s Feb 20 2003 Iviffek Industries, Inc- Men May 19 14:1 S 50 2003 Page 1 1 3-0 0-1 1 O I -1 Scab 123, in U4 3x4 - 1.5x3 1.50 1 50 3x4 3x4 1,50 1 5.3 ii 3x4 30 1 5x3 A p c D E F G lf I 5x3 i1 3X5 3x4 = 3A :-: 3X4 - 3x5 ---- 1 5x3 11 160 4-0-0 66-0 780 1020 128-0 14 2 0 14-20 Plate onsets (X,Y):tH:O I f3,Edge 1, [L.0-1 8,Edge1, tM:O 1 8, Edge] LOADING (psi) SPACING 20-0 cSI ii DEFL in 10c) 1/cotl PLATES GRIP TOLL40,0 Plates Increase 1.00 TC 0,33 Vert(-L) -0,10 M >999 i 1-1-20 245/193 TC',DL 10.0 Lumber Increase 1100 BC 0.51 Veit(T-) -0.13 M >999 BCLL O.0 Rep Stress Incr YES WB 0,39 llorz(TL) 0D3 1 1 r/a BCDL 5,0 Code FBC2001 Matrix) 1st LC LL Min Fdefl - 360 I Weight, 75 Ila A LUMBER BRACING TOP CHORD 4 X 2 SYP No,2 TOP CHORD Sheathed or 6-0-0 oc pirdins, except end verticals_ BOT CHORD 4 X 2 SYP No-2 BOT CHORD Rigid coiling directly applied or 10 0 0 oc bracing, WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) P=759/0-8-0, 1=759/0-8-0 FORCES (ib) - First Loan Case Only TOP CHORD P-Q=-753, Q R-753, A-R>-753, I-S=-753, S-T---753, 1-i-T=-753, A-B--707, B-C=-1709, C-D=-2152, D-E-2152, E F=-2152, F-G=-1709, G-li--707 BOT CHORD O-P=O,NO--1361,M-N---2029,L-M-2152,K-L-2029,,J-K1361,1-,,IZ0 WEBS H J=961, A 0=961, G-,)----909, B-0,-909, G-K=484, B N=484, F K=-445, C N=-445, F t-1 67, C-M= 167, D-M= 97, E-Lz=-97 NOTES ( 2) 1) Recommend 2x6 strongbacks, on edge, spaced at 10 0 0 oc and fastened to each tress with 3-16d nails, Stiongbacks to be attached to walls at their enter ends or restrained by other means. 2) Truss shell 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 willbili 4" of interior joints. Bracing indicated on this shoot is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the, overall building design. Building Designer shall verify all design information on [his shoot for conformance with condition,", and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for tho correctness or accuracy of the (](,sign informationasit may relate to a specific building. Any references to job names and locations are for arfininistrativo purposes only and are not pad of the review or certification ofthetrussdesigner, LOAD CASE( S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 ontractor/Job: 3514 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT14 C Job - truss 1! Truss Type Qty i Fly Centex-Odando/3514 2ud/jsk/5 19-3 I 53908744 iF115 FLOOR 16 11 JJob Reference (optional) Universaluniversai FolosIt Products,ine., Burlington, NC 27?1'1- , loff Kerr 5,000 r; Feb 20 2003 MiTek Industries, Inc_ Mori May 1914:1550 2003 Page I 1- T-3 0 5x4 1. 5x3 3x4 1. 5x3= 3x6 FP== 3x4 P- 10-121 I 20-0 "1 0-10-q 3x4 -= I 5x3 11 1 5x3 11 3x4 Scale - I I ,, x4 3x4 3x4 = 1,5x3 7 A 0 it I J K 12, i 1,4 y X 12 Ell x M W3 iw iv_ U T S R Q 1, 0 N m 1 5X3 11 50 1. 6-0 1 400 3x4 3X4 3.4 0- 9-4 3x4 5X.9 300E0081iFP3.4 --- 3x4 3X4 6 0 1 8 7 12 10-10-12 13-0-8 15-68 1808 1968 19- 6-8 Plate _ Offsets (X,Y): [AiEdp,0-1 61,[K,0-1 8,Edg(,,],[Q0-1-6,E(I(je1,IR,0-I fl,Edge ---- LOADING ( psf) SPACING 200 I- CLL 400 Plates Increase 1.00 TCDL 10,0 Lumber Increase 1,00 BCLL 00 Rep Stress Incr YES BCDL 5,0 Code FBC2001 LUMBER TOP CHORD 4 X 2 SYP No,2 BOT CHORD 4 X 2 SYP No, I WEBS 4 X 2 SYP No.3 REACTIONS ( Iblsize) L=1051/0-3.8, V=1058/0-8 0 CsI EFL in loc) I/defl PLATES GRIP TC 042 Vert(ILL) -0.33 Q R >692 TL20 245/193 BC 0180 Vert(Tt.) 0,46 Q-R >503 WB 056 Horz.(TL) 0,08 L I ./a Matrix) 1st LC ILL Min I/defi -_ 360 welght iOoll) BRACING TOP CHORD Sheathed or 6 0 0 oc purlins, except end verticals_ BOT CHORD Rigid coiling directly applied or 10 0 0 oe bracing_ FORCES ( Ib) First Load Case Only TOP CHORD V-W=-1051, W-X=-1051, A-k=-1051, L-Y=-1046, K-Y=-1045, A-E=-1029, B-C=-2654, C-D- 2654, D-E=-3673, E F:-- 4166, F-G-11166, G-11= 4166, H-1=- I J.= 2687, J K=- 1076 ROT CHORD U-V---O, T-1-1-1989, S-T=3293, R S=4030, Q R=416,6, P-Q=4041, O-P=3318, N G=-3318, M N=2029, L-M=54 WEBS A LJ=1399, K M=1389, B-L1---1395,,.l M= 1325, B-T=926, J N-915, D-T-- 888, I-N-- 879, D S=529, I-P=520, E S=497, H-P- 4115, E R=218, H-Q-:201, F- R=-148, 6 Q=-139 NOTES ( 3) 1) All plates are TL20 plates onlo_" otherwise indicated, 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0 0 oc, and fastened to each truss with 3-16d na0s. Strongbacks to be attached to walls at their outer ends, or restrained by other means, 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be, of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of inlerror joints Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and pot manent bracing required for the overall building design, BUrlding Designer shall verify all design Information on this sheet for conformance with conditions and FecU1rPrfl0uIS Of the SpOeiffC building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information asitmay relate tc)aspecific bLiil(iiiig. Any references to job names and locations are for administrative Purposes only and are not part of the review or certification of thetrussdesigner. LOAD CASE(S) Standard Job TIUSS Ti uss Type Qjy Ply Centex-0i ando/13514 2nd!jsk/5-19 3 153908744 IF-116 FLOOR Job Refe rene o (optional) Unrvwsal Forest Prochicts,inc,, Burlington, NC 27215, Jeff Kerr 5,000 s Feb 20 2003 Mi-Tek Indush ios, Inc. Mon May 19 14:1551 2003 Page I M I 5x3 1, 5X3 II A I 5x3 I= B 1 5x3 1! C I 5x3 II0 1 50 ij E 1 5x3 1, 5x3 -- 1.50 I 5x3 1 1,50 11 1'5x3 II 1.5x3 11 1-5X3 11 LOADING ( psi) SPACING 2-0-0 CS1 ICLL 400 PLIp", Increase 1,00 TC 0-05 TCDL 100 Lumber Increase 1.00 BC 0.01 BCLL 00 Rep Stress trier YES WB 003 BCDL 50 Code FBC2001 1 (Matrix) LUMBER TOP CHORD 4 X 2 SYP No,2 BOT CHORD 4 X 2 SYP No.2 WEBS 4 X 2 SYP No,3 OTHERS 4 X 2 SYP No.3 5 50 DEFL in (to(') Ildefl PLATES GRIP Vert( LL) n/a n/a TL20 24 5/193 Verr(- I L) n/a n/a Horz( TL,) 0,00 F n/a 1st LC LL Min I/detl 360 Weight: 26 Ib BRACING TOP CHORD Sheathed or 5-5-0 oc, purlins, except end verticals. ROT CHORD Rigid (,citing directly applied or 10 0 0 oe bracing, REACTIONS gb/size) J=57/550,F=61/5-50,1=14215-5-0,1-i--148/5-5-0,6=1411/5-5-0 FORCES ( ih) - First Load Case Only TOP CHORD J K=-50, K L--50, A-L=-50, F M= 54, M-N=-54, E N=-54, A-B--6, BC 6, C-0--n-6, D E--6 BOT CHORD I J-6, H-1=13, G H-6, F-G=6 WEBS B 1= 130, C H=-134, D G=-135 Im M Scale - I NOTES (5) 1) Gable recl-firOS WatfiuUOUIS bottom chord bearing. 2) Truss to bo fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc 4) Recommend 2x6 stronybacks, on edge, spaced at 10-0 0 ocand fastened to each truss with 3 16d nails Strongbacks to be attached to walls at their outer ends or restrained by other means, 5)'FrUSS shall be fabricated per ANSVTPI 1-9,15 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted Provide bracing where indicatedandwithin4" of interior joints Bracing indicate(] on this street is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance wilh conditions and requirements of the specific building and governing codes and ordinance. The truss designer accepts no responsibility for the correctness or accuracy of if)(,' design information asitmayrelatetoaspecificbuilding. Any reference,; to job names and locations are for administrative purposes only and are not part of the review or codification ofthetrussdesigner, LOAD CASE( S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 314 ALL ELEV. 2ND FL R Date Req:05/21/2003 Draw No:53908744FT16 Job Truss 1Truss Type - Qty Ply Centex Orlando I - 3 1 51 - 4 - 2nd/psk/5 19-3 --- 53908744 FT21 FLOInR 9 1 Job Reference (optional) Universal Forest Products,inc, Burlington, NC 27215, Jeff Kerr 5,000 s Feb 20 200:3 MiTek Industries, Inc. Mori May 19 14:15 fit 2003 Page I 1 7-12 i t 2-0-0 -6 fl 1 1-0 care - 1:39 1, 50 it 1 5.3 -- 1 50 - 3x4 3.4 3x4 1 50 11 3X4 3x4 3x4 3x6 FP=5x4 5x6 1 50 11 3x4 == 3x6 3X4 3x4 3x4 3x4 1 5x3 11 3x6 FP 5x4 3x6 5A 1 50 11 3x4 3X4 11 3x4 3x4 1 290 1 530 LOADING ( psf) TCLL 400 TCDL 100 BOLL ( M) BCD1- 5,0 1 2- 10 8, 1 34 1 1034 10-11,0 ___ 13-5-0 15 11-0 1 18-68 1 -1 -6024 00 J _9 _1 0, 2 1 3 0 1 22 , 1 24-0- 0 SPACING 20- 0 CSI I DEFL in joe) I/doli PLATES GRIP Plates Increase 1.00 TC 0.77 1 Vert(ILL) 026 Y-Z >fw) 1120 245/193 Lumber Increase 1,00 BC 0,96 Veiii 0,36 Y-Z >609 Rep Stress hicr YES WI3 0,49 Hor7i 0,06 S n/a Code FBC2001 Matrix) 1st LC LL Min 11/detl - 360 Weight 126 IlD LUMBER TOP CHORD 4 X 2 SYP i BOT CHORD 4 X 2 SYP No2 WEBS 4 X 2 SYP No 3 REACTIONS (lb/ size) AB=919/0-8-0,0-19/Mectianical,S=1706/0-3-8 BRACING TOP CHORD Sheathed or 6 0 0 oc i except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Max UpliltO=- 257(load case 2) Max GravAB-, 919(load ease 1), O-233(load case 3), S=1706(load case 1) FORCES (lb) - First Load Case Only TOP CHORD AB-AC=-37, AC AD=-37, A AD=-37, N-O-- 2, A 13-0, B-C=-1621, C D=-2664, D-E=-3124, E F- 3124, 11 2926, G H-20i H 1-681, l-,J= 681, J-K=1394, K-i L M---518, M N=161 BOT CHORD AA AB=944, Z-AA=2277, Y-Z=3002, X-Y=3124, W-X=3124, V-W--2587, 11, T-U=151 1, S T-- 187, R S =-1394, 0 R- 518, P Q-518, 0 11 WEBS E-Y=-1 16, F X-146, K-S=-744, B AB=-1282, B AA=942, C AA= 912, C-Z=538, D-Z=-470, D Y=149, J-S= 1(;07,,J T=1207, H ]--1 154, H-V=766, G-V---731, G-W= 472, F W=--454, N-P=-214. K R=l 145, Ll P-4Bi L-R-364, M-Q=-382 NOTES (56) 1) Unbalanced floor live leads have been considered for this design, 2) Provide mechanical connection (by others) of truss to i plate capable of withstanding 257 linuplift at joint O. 3) Recommendonedge, 2x6 strongbacks, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards, 5) Truss shall be fabricated per ANSVTP 1 1-95 quality requirements. Plates shall no of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicatedaridwithin4" of interior joint%. Bracing indicated on this Shoot is to reduce buckling of individual members only and does not ioplace erection arid permanent i required for tire overall building design. Building Designer shall verify all design information on this street for confc"T1aFs,,o will, 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 asitmayrelatetoaspecificbuildingAnyreferencestojobnamesandlocationsareforadministrativepurposesonlyandareriot [)art of the review or certification atthetrussdesigner, 6) THA422: i IGHT end may be attached to 2 or alore ply top chord of 19" maximum depth flat truss girder with Simi THA422 or equal Follow Simpson instructions for installation, LOADCASE( S) Standard J Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53908744 Contractor/Job: 314 ALL ELEV. 2ND FLR Date Req:05/21/2003 Draw No:53908744FT21 I I I 6d NALS a TOP & LgA VEBTICtt- BLOCK L- 2=NNjDSTRONGa4CK, I R 0 EACH END SECURE MLS 0 EACH VEIMCk- 7LOCATE _ TO BOTTOM C 40FZD AS POS';ISLF- STRONGaACKS SPACED AT 10—Ir (MAX) ARE TO MQNTAIN CEFrAJN RRE ASSEMBUES. STRONGSACKS ARE RECOMMENDED TO MINIMIZE VIBRATION. 11 0-0-09 8—L-81 8-8-02 0-8-02 Tni A I i I HELD BACK 1 CIO Z z cl w Pw5,6 to 00 muQz- ttZZo i5000" 0 - 0 Z= z CriY z w O w on. Z, en m m s I C:) cl-_ Cy z O 0 0 Li tz > L) en I DRAWN BY: D6M CHECKED BY: DRAWING NUMBER 1370005 I T3 CF3 gro Sr Erg Irk M Ln w Ln am CIi I I 9F3 Era TO 9 I r I I 0 0 Cll I z o Z&j p's Z 6j CD cn Li z L;j 0D 2 IL DRAWN BY: DBM CHECKED BY: DRAWING NUMBER 1310004 r-. 4' bath duc- to roof cap W/Fan-tight 3' bath duc- to tj3, u 1 , li I x 14x8 lwcd ANOWIMOL L IGX6 lwcd 230 120 8112 10-XIC rag 4x.14 r Tn 5' 8x4 Iwcd 4' 15 w 07- 4' 12, 6 ICX6 1Wc I d 8x4 llwc:d 45 -- I to roof cap 3' bath duct W/fan ME" to roof cap ti w/Fan 9 12- :Oxla rag loxio ragl0x6llWcd 90 12xl2 3wcd 10XI0 rag 260 C 2YI2 4WCd 6' 360 GAVE pow 08x4lWcd 65 4' IOXG lwcd C 70rcQv 51 OX6 wcd 16' MX C' rag 6' c- 24xl a 10'x14' F 6.IGX6 lwcd dryer watt cap 95 I;lx 2.5 TON V/IGKV 8240V IPH 3-0 TUN W/I0KW @240V IPH 18xlo plen l8x13 p(en 22xl2 rad 22x14 rad 19 p€atforra b ptatform by i2XI2 raq 8' b(dr b(dr 1215 14 8 1twcd AWA CALCULATIM4 xt ml LIVU& PW 3 F am rul Lpjlml W3 SF MTAL ! GmMGD "I sr IV x 'r 0jim. CavEKID EPiTRT- 12 sr I a Pe lurx 2"4 sr a SECOND FL. EM PLAN - FIRST FLWR FILM muse nave a Furs clearance of 4 Inches at-ciuncl the air handier per- the State Energy code. AU duct has an r-6 in&ulatkin vatue- F7 th duct of cap I QC v T a CD 42X42 A f-SLAB BY BLDR Nlml X j- 2' FROM WALL F-1 ---4 n y) Lli x Q hi —1 F- Lli ED z LLJ El u :5i:: OD > Rating 0 LU C3 W ONE By WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK By OTHERS RIGID VINYL GLAZING BEAD W H. (TYP.) WIIDO'd HEIGHT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W1 VULKEM 116 ADHESIVE CAULK, OR APRv'D- EQL. PERIMETER CAULK BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS t' R -/ CAULK BETWEEN lw- - WOOD BUCK & (BUCK WIDTH) MAS-Y. OPENING INSTALLATION ANCHOR BY OTHERS ONE BY WOOD 3/16' DIA. TAPCON BUCK BY OTHERS 1-1/4' MIN, EMBEDMENT INSTALLATION ANCHOR 3/16- DIA. TAPCON SHIM AS REQ'D. 1/4' MAX. SEE NOTES) FLANGE TYREE WINDOW FRA HEADER I GLASS TYP.) (SEE: NOTES) B.H. BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL PRECAST SILL By OTHERS NOTES: SECTION A -A 1) SHIM AS REQ*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 MI, i. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE- 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD JAMBS- SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL- 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W,H. EXTERIOR OF WINDOW FLANGE. F 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, Fop THE APPROPRIATE DESIGN PRESSURE REO'D- 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 8) LET -TER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY- 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH- TO PROVIDE MIN- 5/8 IN. EMBEDMENT INTO WOOD BUCK- ln) FLORIDA EXTRUDERS 1000 S97RIC7'z cWGlc HUNG IS SHOWN THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE HUNGS. ELEVATION SHIM AS REO'D RIGID VINYL 1/4- MAX. SEENOTES) GLAZING BEAD TYP,) CLASS TYP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME: JAMB CAULK BETWEEN WINDOW FLANGE WOOD BUCK V.W. WINDOW WIDTH) SECTION 'B-B w , w 1-1/4' MIN. EmBEDmENT STUC--O IBY OTHERS 41Y THERS PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK K MAS'Y. OPENING BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS E K B Q) G 4 Z5 1 1) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #10 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8- MIN, EMBEDMENT AT VIEWED FROM EXTER, I u ALL INSTALLATION FASTENER LOCATIONS. TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 30psF TO 4OPSF 41psF- TO 70PSF 30psF TO 40psF 41 PsF TO 70psF 12 18 1/8 X 25 8 e F,G F,G F,G F,G 13 la I/F, X 37 3/8 6 B F.G F,G 14 18 1/8 X 49 5/8 B e F,G F,G 145 la 1/8 X 55 1/4 B B F,G F.G 15 18 1/8 X 62 a B a B F.G F.G,Hj 16 Ta 1/8 X 71 B B F,G F.G.J,K 7 18 1/8 X 83 B F,G F,G IH2 25 1/2 X 25 B B F,G F.G IH3 25 1/2 X 37 3/8 B F.G F.G,Hf IH4 25 1/2 X 49 5/8 13 a e F,G F,G,H,l IH45 25 1/2 X 55 1/4 B F.G F.G,H,l TH5 25 1/2 X 62 8 6 9 F,G F.G,H,l IH6 IH7 25 1/2 x 71 25 1/2 X 83 25 B 8 6 F,G.J,K F,G,J,K 30 1/2 x 26 29 1/2 X B 8 6 F'G F G 30 1/2 - 38 3/8 29 1/2 X 37 3/8 8 F,G F.G,H,l 30 1/2 - 50 5/8 29 1/2 X 49 5/9 8 F.G F.G.Hj 30 1/2 . 56 1/4 29 1/2 X 55 1/4 B B F.G F,G,H.l 30 1/2 x 63 29 1/2 X 62 B B B F,G,Hj F.G,H.1 3o 1/2 . 72 29 1/2 X 71 F.G.J.K F,G,J.K 84 29 1/2 X 83 22 36 X 25 B B F,G F,G 23 36 X 37 3/8 e B F,G F,G,Hj 24 36 X 49 5/8 8 B F,G F.G,Hj 245 25 36 X 55 1/4 36 x 62 e B F,G,Hj F,G,H,l 26 36 X 71 9 B F,G,H,l D.E.F,G.H.f 27 X 83 B B F.G,J,K F.G,H,I,J,K 42 x 26 36 41 X 25 B B F,G F,G,H.1 42 x 38 3/8 41 x 37 3/8 B B FG F,G.H,l 42 x 50 5/8 41 X 49 5/8 B 8 F,G,H,i F,G,H,i 42 x 56 1/4 41 X 55 1/4 8 e F,G.H.f rj,E.F.G,H,l 42 x 63 41 x 62 B 8 F,G,H.1 D,E,FG,H,l 42 x 72 41 x 71 41 X 83 8 B F,G,J,K FG,H,I,J,K 42 x 84 48 x 26 47 X 25 B A,C F,G F,G 77-- F.G,H,f 48 . 38 3/8 47 x 37 3/8 B 6 A,C A.0 F,G F,G H,l 48 . 50 5/8 47 X 49 5/8 B A,C F,G,H,l F G,H,l 48 . 56 1/4 47 X 55 1/4 8 A.0 F,G,H,l D,E,FG,H,I 48 x 63 47 X 62 47 X 71 8 A,C F.G.H.l D.E,F,G,H,f 48 x 72 47 X 83 F G I K Q E.F-G.H,I,J,K_ 48 x 84 32 52 IIE X 25 B A,C F,G F.G F,G,H,l 33 52 1/8 X 37 3/8 B A,C A,C F,G F,G,Hal F,G,H.l 34 52 1/8 X 49 5/8 B B A.0 F.G,Hj D.E,F,G.H.l 345 52 1/8 X 55 1/4 B A,C F,G,H,f D.E,F.G.H.i 35 52 1/8 X 62 52 1/8 X 71 a A,C F,GIH,l D,E,F,G,H,l 36 52 1/8 X 83 A,C F,GA.K D,E,F,G,j,K,J,K L 7 37 SIZE NOT AVAILABLE M 1000 OR 1500 SERES- TITLE: INSTALLATION DETAIL SGL, HUNG FLANGE WINDOWS - SERIES 1000 1500 2000 DRAWN BY: BB APPROVED BY: TSZN FLEDATE: 10/09/01 SCALE:NTS DWG-: FLF-XO016 PHON PRfPAfli0 BY: PROOtrCT APPLICATI04 ENGINEERING, INC-. 250 INTERN TIONAL FKY_ SUITE 250, HEATmRGW. FLORIDA 32746- E 4()7 805-0365 FAX 407 805-0366 101 CAULK BETWEEN SHEATHING BY OTHERS WINDO1.1 FIN & SHEATHING INSTALLATION ANCHOR 6 WOOD SCREW STUCCO BY OTHERS m INSTALLATION 6 WOOD STUCCO BY OTHERS CAULK BE WINDO SHEATHING BY OTHERS SECTION A -A I, MIN. EMBEDMENT114- MAX. WINDOW WIDTH SHIM SPACE TWO BY WOOD BY OTHERS TWO BY WOOD SHIM AS REQ'D. SEE NOTES) STUD BY OTHERS SHIM AS REQ'D SEE NOTES) .0 - F MIN. NAME* I" MIN. MANUF ' 5 1/4- MAX GLAZING (TYP) SHIM SPACE ( SEE NOTES) FUY, 4F SHEATHING BY OTHERS FIN TYPE WINDOW FRAME HEADER q TYPE NDOW FRAME 04ARBLE SILL STOOL BY OTHERS TWO BY WOOD BY OTHERS I -MIN. EMBEDMENT r_. 24, o_C_ MAX_ (TYP.) WINDOW HEIGHT YINDOI.l WIDTH 1 I iEB3 EQUALLY SPACE ANCHORS (TYP.) A T Y P,) L"m` M,AX, (TYR.) ELEVATION VIEWED FROM EXTERIOR CAULK BETWEEN FIN TYPE WINDOW FIN WINDOW FRAME & SHEATHING JAMB PERIMETER INSTALLATION ANCHOR CAULK #8 WOOD SCREW BY OTHERS STUCCO BY OTHERS SECTION B-B KiEls 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MOST BE OF SUFFICIENT LTH_ TO ACHIEVE MIN. EMBEDMENT OF I- INTO WOOD BUCK. 4) USE StLICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 5) USE StLICONtZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE- 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS- 8) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THISPRINT ALSO APPLIES TO THE FLORIDA ETRUOERS 1500 AND 2000 SERIES SINGLE HUNG WINDOWS. REVI DESCRIPTION DATE III LI D' INTERNATIONAL, INC FUAErIS SANFORD, FLORIDA TITLE: INSTALLATION DETAIL W1#8 SCREWS SINGLE HUNG FIN WINDOW — SERIES 1000, 1500, 2000 r! - DR APPROVED BY: L V AWN BY: APPROVED BY: 0 T S W SC N. D G F EXOOL16 SHT OF 2 DATE: 12/13/01 SCALE:N. T. S. DWG.FLEX0026 SHT 3Z746 PHONE 407 805-G365 FAX 407 so5-0366 PREPARED BY'- PRODUCT & APPLICAT113N ENGINEERING, INC- 250 INTERNATIONAL PKWY-, SUITE 250, HEATHROV, FLORIDA INSTALLATION ANCHOR CHART QUANTITY IN QUANTITY IN HEAD & SILL EACH JAMS CALL WINDOW SIZE SIZE UP TO 70 PSF UP TO 7sF 2024 23 1/2 X 27 1/2 2 2 2 2030 23 1/2 X 35 1/2 2 3 2033231/2 X 43 1/2 2 3 2040231/2 X 47 1/2 2 2044 23 1/2 X 51 1/2 2 3 3 2050231/2 X 59 1/2 2 2060 23 1/2 X 71 1/2 2 4 2070 23 1/2 X 83 1/2_ 2 4 2424 27 1/2 X 27 1/2 2 2 2430 27 1/2 X 35 1/2 2 2 2438 27 1/2 X 43 1/2 2 3 2440 27 1/2 X 47 1/2 2 3 2444 27 1/2 X 51 1/2 2 3 2450 271/2 X 59 1/2 2 3 2460 27 1/2 X 71 1/2 2 4 2470 27 1/2 X 83 112 2 2 4 2824 31 1/2 X 27 1/2 2 2830 31 1/2 X 35 1/2 2 2 2838 31 1/2 X 43 1/2 2 3 2840 31 1/2 X 47 1/2 2 3 2844 31 1/2 X 51 1/2 2 3 2850 31 1/2 X 59 1/2 2 3 2860 31 1/2 X 71 1/2 2 4 2870 31 1/2 X 83 1/2 2 4 3024 35 1/2 X 27 1/2 2 2 3030 35 1/2 X 35 1/2 2 2 3038 35 1/2 X 43 1/2 2 3 3040 35 1/2 X 47 1/2 2 3 3044 35 1/2 X 51 1/2 2 3 3050 35 1/2 X 59 1/2 2 3 3060 35 1/2 X 71 1/2 2 4 3070 35 1/2 X 83 1/2 2 4 3424 39 1/2 X 27 1/2 3 2 3430 39 1/2 X 35 1/2 3 2 3438 39 1/2 X 43 1/2 3 3 3440 39 1/2 X 47 1/2 3 3 3444 39 1/2 X 51 1/2 3 3 3450 39 1/2 x 59 1/2 3 3 3480 39 7/2 X 71 1/2 3 4 3470 39 1/2 X 83 1/2 3 4 3824 43 1/2 X 27 1/2 3 2 3830 43 1/2 X 35 1/2 3 2 3838 43 1/2 X 43 1/2 3 3 3840 43 1/2 X 47 1/2 3 3 3844 43 1/2 X 51 1/2 3 3 3850 43 1/2 X 59 1/2 3 3 3860 43 1/2 X 71 1/2 3 4 3870 43 1/2 x 83 1/2 3 4 4024 47 1/2 X 27-1/2 3 2 4030 47 1/2 X 35 1/2 3 2 4038 47 1/2 X 43 1/2 3 3 4040 47 1/2 X 47 1/2 3 3 4044 47 1/2 X 51 1/2 3 3 4050 47 1/2 X 59 1/2 3 3 4080 47 1/2 X 71 1/2 3 4 4070 47 1/2 X 83 1/2 4 INSTALLATION ANCHOR CHART QUANTITY IN QUANTITY IN CALL WINDOW HEAD & SILL EACH JAME3 SIZE SIZE UP TO 70 PSF UP TO 70 FsF 12 18 i/a x 25 2 2 3 13 18 1/5 X 37 3/5 2 3 14 18 1/8 x 49 5/5 2 1- 45 f 18 1/3 X 55 1/4 2 15 18 1/8 x 52 2 4 16 18 1/8 X 71 2 4 17 18 1 Z8 X 83 4 2 2 IH2 25 1/2 X 25 3 IH3 25 112 X 37 3/8 2 3 IH4 25 1/2 X 49 5/8 2 IH45 25 1/2 X 55 1/4 2 3 IH5 25 3/2 X 62 2 4 1H6 25 1/2 X 71 2 4 IH7 25 1/2 x 83 2 4 30 1/2 x 26 29 1/2 X 25 2 3 30 1/2 x 38 3/8 29 1/2 X 37 3/8 2 3 30 1/2 x 50 5/8 29 112 X 49 5/8 2 3 30 1/2 x 56 1/4 29 1/2 X 55 1/4 2 M 1/2 x 63 29 1/2 x 62 2 4 4 30 1/2 % 72 29 1/2 X 71 2 30 1/2 . 84 1 29 1/2 X 83 2 72- 36 X 25 2 2 3 23 36 X 37 3/8 2 3 24 36 X 49 5/8 2 3 245 36 x 55 1/4 4 25 116 X 62 2 26 38 x 71 2 4 27 36 x 83 2 4 42 x 26 41 X 25 3 42 x 38 3/8 41 x 37 3/5 3 3 42 x 50 5/8 41 X 49 5/8 3 3 42 x 56 1/4 41 X 55 1/4 3 4 42 x 63 41 X 62 3 4 42 x 72 41 X 71 3 4 42 x 84 41 X 83 3 48 x 26 47 x 25 3 3 48 . 38 3/5 47 x 37 3/8 3 3 45 x 50 5/8 47 X 49 5/3 3 3 48 x 56 1/4 47 X 55 1/4 7 4 48 x 63 47 X 62 3 4 48 x 72 47 X 71 3 48 x 4 47 X 83 4 32 52 1/8 x 25 3 2 3 33 52 1/8 X 37 3/8 3 34 52 1/8 X 49 5/8 3 3 345 52 1/8 X 55 1/4 3 3 35 52 i/B X 62 3 4 36 52 1/8 X 71 3 4 37 52 1/8 X 83 3 4 REVI DES S INTERNATIONAL, INC E' X T ITZ U D ElB. iFLOT 1) SANFORD, FLORIDA TITLE: INSTALLATION ANCHOR CHART ORA2000 100015009SOL. HUNG FIN WINDOWS - SERIES 1000 1500 & 2000 B B DRAWNBY: BB APPROVED BY: SC DATE: 12/ 1 e/0 I ISCALE:NTS IDYWG-: FLE-XO026 SHT 2 OF 2 p 10CI, S, H. JAMI.-E TYP X T 4 F G -s M, s 4ULL15N T A D p i N: s N! IS ON A 7 6 X E 448 X 1/2 SELF TAPPFN- SM" SFALA--ZT EET WEE,, WIN00k#1 , FLANGES sl; F APP 7NG SM-) c T Eft N X UPE MULLM-N x 2 x 2/8 TcFNA-NT 2 Fw7-- j I E 7 6 x 3 S 100',0 &H- 3 - S.K - JAM3 " yp) 2 x 1/2 SELIF TAPPING SPA-E SEA: ANT 13--PviTENILWTNFLANGE-S MULLION l—l/E SELIF aPP7 N SMS VINI)Oiv FLANG-E-S 4PPI N S M S f l kN j lk A 1— j T; A P P I N S,°M` S SE — Ai AN7 WNDOV 48 x NG sms 1 JAMB CITYP,) P X !—i/2 ScL TAPP7M'-, SMIS YIN, EP- i --P E Z YM F: N T , I - I LEN ASEALANT3MS' YP l E VLjl L VIEWEC-, FRO&A EXT-F'OP, F 0 U it ENE-- BY w= SuCK EY S s T c -4 3 I E L:l to X TCp„ per its i, P; AL msu ilN —Ii0i APPi JES HEAD Sil c'—', JM 0 INISTALLATIO.N' ANCHOR IA„ SiLL CLTP H T N, N s A I A PEC;UiRD)F EEIE, -91 UINTERNATIONAL, INC UDA E T111- SANFORD, FLORIDA SH E OF L A T IiTITLE: I LjiSHEET T CAPAC T H" L; DROVED BY: DRAWNBY: rscALF,: -j-i s-, DWG.: T)ATF- U SERIES 1000 & 1500 FLANGE VERTICAL DESIGN PRESSURE CAPACITIES CAPACTTY -;CAPACITY CAPACITY CAPACITY TCAPACITY CAPACITY CAPACITY C;pAt'Ty 1 X4X3/8 2X4X3/8CAPACITYCAPACITYiAPACITY1),4X 1 /8 1 X4X3/81! CAPACITY 'IX2 7/16X3/81X2 7/16X3/81 lX4Xl/8 1 X2X3WINDOWWINDOWX2XI/8 1 X2X3/8 1X2 7/16M/S IX2 7/16M/8; lx2xl/8 , 1 CTUBE MULL JUBE MULL 'TUBE MULL JUBE MULL JUBE MULLTUBEMULLJUBEMULL'TUBE MUL 6 ANCHORS 2 ANCHORS 4 ANCHOMULLTUBEMULL !TUBE MULL JUBE MULL 4 ANCHORS 6 ANCHORS 1 CALL TIP -TO -TIP TUBE MULL 'TUBE M RS 4 ANCHORS 6 ANCHORS ANCHORS 1 2 ANCHORS 1 4 ANCHORS i SECT, T. A-A(6) SE SIZE 2 ANCHORS 4 ANCHORS i 2 ANCHORS 4 . A-AC5 A::, SECT. CT. A-A(7) I -A(4) SECT. A-A(4 SECT. A -A 5) SIZE T. A-A(3) SECT. A-A(3) SECT. A SECT. A SECT. A I E qT. A-A(21 -A(2) SECjECT. ASECT- A- A(Q- 791.81 11187.72 11187.72 1336.52 '732.42 791-81 11187.72 732.42 12 11 19 1/8 X 26 1336,52 732.42 336.52 692.83 336.52 493.47 J 740.20 '493.47 74 .20 740.20 456.46209.72 456.46 209.72 z 317.66 209.72 429.55 539.1213lig1/8 X 38 3/8,209.72 539.12 359.41 '539 12359.41 177.46 152.75152.75 193.921131.23 152.75 14 19 1/8 X 50 5/8 131.23 319.55 i319.55 1479.33 1479.33460.17139.09 135.81 194.97 - 127.29 1127.29 135.81 145 19 1/8 X 56 1/494-13 94,13 423.0302282.02 1423.03 97.48 119.85 .136.6497.48 15 19 1/8 X 63 65.97 65.97 89.21 89.21 365.7529698296.98 64.27 90.09 90.09 212.62 212.62 58.81 6427 16 19 1/8 X 72 1 43. 49 43.49 58.8 . 131.79 184.08 184.08 294.03 39.83 55.84 55.84 1131.79139.8336.45 36.45 17 19 1/8 X 84 '26.96 26.96 927.78 618.52 1927.78 19 27.7 8 262.87 572.13 262.87 572.13 618.52 1H2 26 1/2 X 26 262.87 1.572.13 262-87 '541.20 61 1557.41 '371.61 557.41 i 557.41 43.74 157.93 1343.74 371- 11-13; 26 1 2 X 38 3/a, 157.93 1239.21 1,57.93 1323.48 157.93 i 3 399.53 T399.53 1201.45 266.35 1399.53 113.20 143.7113.20 131.51 1 2 X 5 5/897.25 197 25 235.70 i 353.55 353.551H4. 1100.17 1235,70 339.42143,81193.89 1100.17 1102.59 1 H45 g6 1/2 X 56 1/469.43 69,43 393.89 7207 10 1236.83 207.10 '310.65 1310.65 1 188.01 100.3471.5865.51 65.51 '71.58 _-- 11-15 26 1/2 X 63 148.44 148 44 1 s5:4 4 '4 1217. 165.86 165.86 1155.4 11 1217-11 267.38 142-99 46.98 146.98 11-16 26 1/2 X 72 :31.79 -79 142.99 214.02931133.99 1133.99 28.99 40.64 40-64 95.93 95. 19 26.53 26.53 28.99 1H7 26 1/2 X 84 '19.62 510 765 17651471.75 1510 1765 1 216.75 '471.75 216.75 1471.75 1216-75 22 37 X 26 216.75 1471.75 431.36 i 287.57 1431.36 431.36 7- 0 1287.57 i266.00 1122.22 266.0 --------- i1222307X383/8 185.12 .22 250.32 i 122.22 200.86 301.29 200.86 301 29 !,301.29151.91 73.34 85.36 99.17 18-5.36 08.37 85.36 24 07 X 50 5/8 7.3 264.64107.65 64 1176.79 74.98 1176.43 254.07 :176.43 126A. 245 -7 X 56 1 /4 51.97 151.97 170.28 70,28 174.98 1176.06 153.96 1230.94 230.94 48,70 153.21 153.21 165.43 74.59 25 37 X 63 36.01 36.01 148.70 1197.41114.76 114.76 131.61 !160.30 34.69 48.62 i I 48.62 31.74 i 31.74 34 69 1 26 1 37 X 72 23.47 123.47 29.8i21.E. .81 1 170.36 1 70.36 98.27 98.27 156,97 119.46 119.46 121.262737X8414-39 114.39 676.28 i 450.85 676.28 i 676.28 6 417. CY4 450-85 347.25191-61 417.04 .191.61 1394.49 91.61 417.04 i 191. 32 53 1/8 X 26 0 347.25 ',231.50 347.25 1-2t4.14 A.1 4 2,31.5 33 53 1/8 X 38 3/a, 98.38 1149.02 98.38 i 201,51 t98.38 231.0147116. 4. (o 231.01 154.0 0 1231.01 165.45 76.04 .45 83.09 34 3 1/8 X 50 5/al,56.23 56.23 133.48 '200-231200.23 53.17 156.73 53.1 o 56.73--;t -'81.44 133.48 192.22 53 139.323451/8 x 56 1/A-,,39.32 53.17 I 1172.63 :172.635.08 1131.60 115.08155.76 -u 36.40 36.40 139.78 39.78 48.91 35 3 1/8 X 63 26.92 126.92 1118.41135.92 1! 35.9 2 84.77 184.77 97.21125.62 __Lt45 82 36 53 1/8 X 72 17.34 17.34 23.45 23.4.5 !25.62 71 78 120.81T 37 53 1/8 X 84 :10.51 10.51 21 15.53 15.53 .21.77 !21.77 51.39 151.39 171.78 14. 14.21 INTERNATIONAL, INC SERIES 1000 1500 FLANGE VERTICAL FLORIDA EXTRUDERS SANFORD, FLORIDA CAPACITIESrt ARSE! MULLION DESIGN PRESSURE E: j-j E &N, R E'S i-,E 0 NSHEET2OF2VTNUL11 NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON DRAWN BY: -JL<--APPROVED BY. FASTENERS REQUIRED AT EACH END TW L F' 28) DESIGN PRESSURES GIVEN ARE FOR 1.5 X 0 -2 SCALE: U! DWG.: 1 VMiFDTTE, 0 i 11 a FSHEATHING,- BY OTHERS STUCCO OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS SHIM AS RE'Q'D SEE NOTES) CAULK BETWEEN DOOR FLANGE SHEATHING LYate.: aqs hIWI?{ i N " t Tl k' 6 4 yDER5 SLIDING GLASS DOOR FRAME SILL El INSTALLATION ANCHOR 8 SCREW TWO BY WOOD BY OTHERS 1/ 4' MAX. SHIM SPACE 1- 1/8' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD EMBEDMENT a 1-1/4' MIN. L1 a a 6 D LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' DIA, TAPCON SECTION A - DOOR WIDTH SLIDING GLASS DOOR FRAME JAMB TEMPERED GLASS TYP.) PERIMETER CAULK BY OTHERS SECTION L-B 4' MAX. SHIM SPACE TWO BY WOOD 1- 1/6 MIN. BY OTHERS EMBEDMENT SLIDING CLASS ! HOOK STRIP SHIM AS REQ`& SEE NOTES) INSTALLATION ANCHOR B SCREW CAULK BETWEEN DOOR FLANGE 8 SHEATHING SHEATHING BY OTHERS TEMPERED C STUCCO ( TYP.) DR SIDING BY ETHERS EXTERIOR ELEVATION 2 PANEL DOOR SHOWN SLIDING (- A INTERLOCK INSTALLATION ANCHOR HOOK STRIFE DETAI WOOD RS tULK BETWEEN OK STRIP 1EATHING 1- 1/6, MIN. EMBEDMENT 1) DOOR MATERIAL- ALUMINUM ALLOY 6063. 2) # 8 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN_ EMBEDMENT OF 1-1/6' INTO 'WOOD. TAPCON TYPE INSTALLATION ANCHORS AT SILL RUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN, EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET, 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR, 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOUR SIZE L CONFIGURATION TO FINISHED OPEN€ - PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOVN, 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM C1300 GLASS CHARTS 9) DOOP UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATINCE 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 "O' REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET. 14) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS BRAVING, HOWEVER INSTALLATION SECTIONS ' A -A', 'B-B' & HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL, APPROVED CONF I GURA T I Ott S. 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOVN- THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES. REVI DESCRIPTIOI I DATE INIR I EXTRUDERS I AINT. INC. SANFORD FL TITLE- SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS DRA N BY: BB I APPROVED BY: ATE: 12/i-I SCALE: NTS DWG #:FLEX0027 SHT I [IF PRFPAPFD Rf- PRODUCT L APPLICATI12v E ENEERIMG, INC_. 250 INTERNATIONAL PKVY., SUITE 250HEATHRUW, FLOPIDA. 32746, 407-805-6365 FAX 407- G3" 8 SCREW INSTALLATION ANCHOR CHART QUANTITIES IN HEAD SILL QUANTITIES IN EA. JAMB QUANTITIES IN EA. HOOK STRIP' ND DOOR7NOMINALDOORSIZE t1P T i 46 PSF 70 61 PSF T UP T® 46 PSF T 61 PSF To UP T 46 PSF TC1 61 PSF 70 PSF PSF T ATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 4068 XX, OX, XO 48 X 80 6 6 6 8 8 8 3 8 4 4 4 4 4 4 5068 XX, OX, XO 60 X 80 6 6 6 8 8 8 8 4 4 4 6068 XX, OX, XO 72 X 80 8 8 8 8 8 4 4 4 8068 XX, OX, XO 96 x 8fl 10 10 10 8 8 8 4 4 4 10068 XX, OX XO 120 X 80 12 12 12 6 10 10 10 5 5 5 5080 XX, 0X, x0 60 X 96 6 6 8 10 10 10 5 5 5 6080 XX, OX, XO 72 X 96 8 8 10 10 10 10 10 5 5 5 8080 Xx, Ox, x0 96 X 96 10 12 12 10 10 10 5 5 5 10080 XX OX XO 120 X 96 12 6 12 12 12 6 6 6 5010p xx, OX, XO 60 X 120 6 6 8 12 12 12 6 6 7 60100 Xx, Ox, X 72 X 120 8 12 12 12 6 74 8 80100 xX OX xO 96 X 120 0 10 8 8 8 4 9068 Ox0 109 1/8 x 80 12 12 12 8 8 4 4 4 12068 OXO 145 1/8 X 80 14. 14 14 8 8 8 8 4 4 4 15068 OXO 181 1/8 X 80 16 ; 16 16 10 10 10 5 5 5 9080 Ox0 109 1/8 X 96 12 12 12 10 10 10 5 5 5 12080 OXO 145 1/8 X 96 14 14 14 10 10 10 S 5 5 15080 OXO 181 1/8 X 96 16 16 16 12 12 12 5 7 8 90100 OXO 109 1/8 x 120 12 12 12 12 is 12 7 8 120100 OXO 145 1/8 X 120 14 14 14 8 8 44 4 4 9068 XXX 106 5/8 X 80 12 12 12 8 8 8 8 4 4 4 12068 XXX 142 5/8 X 80 14 14 14 8 8 8 4 4 4 15068 XXX 178 5/8 X 80 16 16 i6 10 10 10 5 5 5 9080 XXX 106 5/8 X 96 12 12 12 10 10 10 5 5 5 12080 XXX 142 5/ 8 X 96 14 14 14 10 10 10 5 5- 5 15080 XXX 178 5/8 X 96 16 16 16 12 12 12 6 7 8 90100 XXX 106 5/8 X X 120, 12 12 12 12 12 12 6 7 8 120100 XXX 142 5/8 120 4 4 14 8 8 4 4 10063 OXxO 119 5/8 x 80 12 12 12 8 8 8 4 4 4 12068 OXXO 143 5/8 X 80 14 14 14 8 8 8 4 4 4 16068 OXXO 191 5/8 X 80 18 18 18 8 10080 OxXO 11 / X 12 12 12 i 10 1 10 1 10 5 5 5 12080 0XX0 143 5/8 X 96 14 14 14 10 10 10 5 5 5 16080 OXXO 191 5/8 X 96 18 18 18 12 12 12 6 100100 OXXO 119 5/8 X 120 12 12 12 12 12 6 7 8 120100 OXXO 143 5/8 X 120 14 14 14 12 12 12 6 7 160100 OxXO 191 5/8 X 120 18 18 19 12 4 4 4 10068 Tx XX 117-1/4 X 12 12 12 8 8 4 4 4 12068 XXXX 141 1/4 X 80 14 14 14 8 8 8 4 4 4 16068 XXXX 189 1/4 X 80 16 16 16 10 10 10 5 5 5 10080 XXXX 117 1/4 X 96 12 12 12 10 10 5 5 5 12080 XXXX 141 1/4 X 6 14 14 14 10 10 10 5 5 5 EXTRUDERS 16080 X X X-X 189 1/4 X 96 16 16 16 10 5 7 8 10C1100 XXXX 117 1/4 X 120 12 12 12 12 12 12 7 8 IIT, SAND 02D, P L, 120100 XXXX 141 1/4 X 120 14 14 14 12 12 12 12 12 12 5 5'i 7 Sara£. SLIDING GLASS DOOR 160100 XXXX 189 1/4 X 120 16 16 19 INSTALLATION WITH #8 SCREWS ENGINEER DR" BB DATE' 12/21/01 ANCHOR 1> FOR NOTES: MASONRY OPENING w/T4,/O BY WOOD BUCK USE SAME ANCHOR QUANTITIES. iscipl-INE= CIVIL SCALE N.T,S, ° ° FLEX0027 FL. R£Cr- !zi} - —` R£ V_ LETTER: SLEET, 4 7182 2 OF 2 I?E51GN PARAMETERS BA,' IC- SPEED = W M.P.H_ (FASTEST MILE) Ito MF'.H. (3 5E(_-0ND ,_ ti06 ) WIND IMPORTANCE FACTOR = 1.0 UIRND EXPOSURE GATEGORY = 3 A=PLICABLE INTERNAL PRESSURE COEFFICIENT t 0-18 INCLUDED IN DESEGN WPND LOAD) 1 DESIGN WIND LOADS - WALLS = +22 , -IS PSF ROOFS = .20, -20 PSF So F'SF AT 0VERH -S) NX ZALf"', N 5 '14 4 1. DO NOT SCALE THESE D WlNGS: WRITTEN DIMENSIONS ANL7 MOTES SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING kNORK, 2. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL E3E THE RESPONSIBILITY OF THE SUBCONTRACTORS. EA4 E,H SUS-CONTRACTGR SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER OUESTIONS PERTAINING TO THE DRAWINGS AND/OR SPECIFICATIONS. S. IT IS THE INTENT THAT THESE DRAWINGS E F IN CONFORMANCE WITH THE 2001 FLORIDA BUILDING CODE, AND ALL AFPLICABLE 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, EOUIPMENT, MATERIALS, AND E'ERFORM ALL WORK NECESSARY, INDICATED, REASONAELY INFERRED OR REOUI D Bt' ANY GORE WITH .JURISDICTION TO COMPLETE THEIR SCOPE OF WOR< 14 m Al A2 A3 A4 A5 A6 A7 A7.1 S1 S2 FOUNDATION CONT.- FOUNDATION PLAN, DETAILS, WALL SECTIONS FOUNDATION DETAILS, FLOOR PLAN EXTERIOR ELEVATIONS ELECTRICAL/I--IVAC PLAN INTERIOR ELEVATIONS, RISER DIAGRAMS PRECAST LINTEL PLAN S& TABLES FLOOR & ROOF TRUSS LAYOUTS STRUCTURAL DETAILS STRAPPING STRUCTURAL DETAILS STRUCTURAL DETAILS m F,ap m S l raz ay by M ctaeckeA'sy'. awbe date_ 01-22-01 sh..t f p p f 34l Cow- SLAB ?W'Z MN OVER 6 KL VAPOR BARRIER NON LOAD W,5- t,4ALL- OVER TREATED 60t-FAI-TED FfLL OVER & KVL VWOR 5AFRI 9 Om iL OVTR TREATED COWACTED FILL TE ' L , 1, cow - Co"' 5,_AE` "5 REBAR CGN,_ OVER ( I t-W 1 5 REDAR CC;WT VAPOR BARRIER CIT FZ TREATED > GOMPACTEV FH_L 3 4 5 RAF-- MONOLITHIG SLAB C")_4THICKENED SLAB N BEARING (DEPRE55ED SLAB clNSTORY DENT _ COM PAT105 W NBEAPIN5@6AGARA GE 3t'OOW- SLAB, YUF 1I OdE 6 I -IL VAPOR &`,F4RWR OVER TREATED 00tIPAGTED FILL N. LAP F, BAR 0 5 FORIL 5 TOP COURSE 3 9 5 PERAR CHAIR EiLOC K TtfIGKENEiJ D LL LIhEiEL BEAM REINFOP CHAIR BLOCK UNDER FRAME Tk STORY 2'X, 2' 5TL- 71X2" 5TL. KA5t- ayh LKTEL FILM Fv V2' STRAIGHT COupi-tttC V2' TiREADED 112' TY* EAPEO ROD pcv 32, o/c 2'X-2' 5TL V.2' X W A B. 52' CllG KASII SINGLE COURSE LINTEL ALTERNATE 2-5TORY ALTERNATE 2-5TOR'T' A T-TACHMENT(E3LO6K/' K(()0D) ATTACWENT(V4O0D/NOOU) R-111 arm_ FOEP.& LAS5 FELT OV£ R i * FELT OVER IA&I 055 OR V.21 CpX -WOOD TRUSSES VUOL, TRV56E5 5TRAFFE0 &TFZAflF' ED AS 6t{OtJA4 A5 SOCIM ON TF165 011 TF,1155 LAYOUT LAYGVr F-T, D< 2 OVER D<5 CDR OVER P.T. v OVER m GDR 2X6 SifFA&CIA W1 C04T, OVER 2Y6 SLeF ' IA DRT' L_ ALt". VENTED _-0MtT DRYWALL w CONT ALL". DOIJE3!L 5 2X iE-ADER VENTED (IT 2X - TC4 FILAT PCLq3LE LNLE-55 OTHERWISE TOP FLATE Qom... 2Xb WADER -,NOTED ONPLAN FCh 4-6' MAX OPENt"_ DEL 2A0 HEADER -- WINDOW U4 T FOP 5'-4' MAX OPEMW, URO, 2x VOOD 5TLns - t&I V4ND<D" WT 2x HOOD 5 TUE15 & 16, O.G. 1AW STUCCO OR4 MTL- LATH w F, it Wax. _ OVER 1, OVE'FELT WE" 511AS60 ONMTL. LATH OVER IA&" OVER 5- FELT OVER _7X BOTTOM PLATE MAT 1/*' 05B. OR V2' CDX ON 3/4' T46 2X 50TTOM PLATE ON 3/ 4* T4& PLYK00V 7X4 C-OW BAND BOARD FLOOR TRUSS STRAFFIED 45 2X4 CCNT. 0,-JV 59AFV - HC(LN ON TRUSS LAYOUT FL,nOR M)EY, 5TRAFFED A5 540M ON TFar_- LAYOUT OR LNTEL BLOCK DETAIL -FF`_1 4T. -LS' OR ALT, V2' DfZnIJALL uA - 5 BAR 2-STORY ATTA6WEW OVER L<2 1/2' DRYK-LL DETAIL. SKOM FURRrt OVER LWTEL CREEN ollt3z R-5 NsLq_ LWTB_ BLOCK W 5 BAR OVER IX2 FVPW t4tEULAVON 4FFEOA5T "TIH (1) 5 V*" r CC FT POVON LNT — OR OFTATERV1, X4C_ SLAB W1 FfBEFt-tESH FFZEGA5T CCAk-_ SILL Ol/ER 6 MiL at vAflOF BARRIER 9 ---- HASOtitlY FWI 44 a-1/ 2'COW- 5LAWIV OVER TEFR:ffTE-R IL OVV R CM BLOCK LA '-IEP JP- FIIBOU,E- OVER b " LTREATED, ULU It L CM BLOCK WIP', VAPOR DARP CN,`ER COtIIFACTED FILL 2 TREATED CCWAGT FILL FW- 44OVER -7 i BAR - SWOUN C. mO K-5 po- CL5 LC`CATKX6 ON a SPOM LCCATb7N6 FCU-DATION MAIN ON FOLNUATION PLAN GRADE CRAVF 3 5 D. AP-' 3 • 5 BARS WALL SEG ION FOVER Gm WALL SECTION-0 FILLED GEL [-THO STORY STORY j5TEH NALL - 5W6LE LINTEL- 1WRI? IA FOUNnATICN DETAILS e ViALL 5ECTION ENGINEEC/ yf RINCi I Ir- F F>ATIONSLAB NOTE- 3 V2' COW- 5L,-0 /FSH WM 6 KL VAPOR 5AMIJER ON CLEAN, YIELL,:e AGTFn TERMTE- FZESESTANT TREATED FILL OR ENTFJC0W 5Y57EM (rrP) 4 WxWAZ TW- l W-4- L klAXIMUMSPACINC, OF FILLED GE LL5 LWf OVTEP GELL5 THAT GAN RES15T A 100 MRH_ L;AV FE546N KALL PFU_-56URE T = 22 F5F MAXH-lLH AL E mn&4 ON " Of LOA P75 W=V-O" 15 25 R5 1, - A CJ_ 534 TABLE 10.1 5E,:,`UCH FROFEIMES 8'PARnALLY &RcJTED HALL 7 q-,A' 0-iA50WARY ',TFJ) GTURE5 A OJJ H = .1-1 /b, 5 = P4'L' LX12/ 5>'T = q5.43, I - OA FT E`' -, HORJz. 5FACIR, - V-4'CEfLrW, MAX_ fF5 x USE 6'-O'W3PJZ 5PA44W, - EO 0' TO 12'-&'GElLff MAX - USE b'-O' HOFJZ. SPACW, - 12 5' TO IWCEILIW_- 4 ADV LINTEL H/ ffl B GONT. o 9'-4' WT. (./- 6) 514'RECES6 AT OfK rAF_ DR_ M' MM" T#45 STRK_Tl14U- HA5 BETHFE5EC+ ED TO t-IEET OR Tt4E 40 MP-H- 3 5ECONP OV5TS KHD LOAD FE Or THE FLORIDA CODE 20-'4-7— = 1 FARTI AL FNI-7, FLAN '0' 1 - 17= 71- 1, _." - , , " - I I FF oy I,- O VARIES 3)' X. 24' 1fb2'>Xal62* CC OL, Aa5LVr_ =t-fW1 AND FtLLT:p 500V (T"Pi sw 4- FAIN 4'40 -4 5'-4' IF Mora W, GROUTED SOL AROUND PIPE SLEEVE --- SEE FOUNDATION PLAN FOR REBAR QUANTITY ANGH0FZA6E TAPGON: BLOCK TO EXT. FRAME SHEAR STREN(--7TH)K ONNLC,TION (T(f. SPAGINO5HEAR, STRENGTH ANCHOR ANGHOR LI&HTNE16HT TAFGON: 3/16- 12- O.(:, DIA. EMBEDMENT HOLLON BLOGK EXP- BOLT-1/2" @ 45'0-r- 1/4' 10-75LB5- J— E30LT: 112" p 45' O.G,)K TEST REPORT # 150-200eZ/ FROFE551ORAL 5ERVIGE INIX5TRIES, ING-SEE Fif`6. 51-EGS. FOR BIT 51ZE5 4 TFC, H141GAL INFORMATION I I EXPANSION BOLTS: RAHL5 PRODUCT L.06ATIO. EMBED PJA- MIN. EDGE ALLONABL ALLOHABL DEPTH P15TAN6E PULLOUT SHEAR GROUTED ROUTED2 - 761 j E' V N 25" 1/2' 15" -BS, 1165 LB5. MASONRY RAJ,, L-E3OLl GONC-FZET 51, 112" 25' lb51 L!35. 253-1 1-135- DETAIL DENOTES FlIFIE FA551W,; THROUGH STEM WALL DETAIL [ DENOTES PIPE SLEEVE SHALL BE PASSING THROUGH FOOTING 2 SIZES LARGER THAN FllflE f-Ae6tNG THFOLr--P SLEEVE 5114ALL BE 2 SIZES LARGER THAN j f-If-E F-A&&[NG THROUGH REBAR WITHIN FOOTING - W1 25" MiN, SFLtCE OVEF-I-Af' THICKENED SLAB UNDER CONCRETE FOOTER SEE FOUNDATION PLAN FOR SIZE) 1" T"PICAL FOOTING DETAIL PRE- ENGINEERED NOOr-1TRUSSES. UPLIFT CONNECTOR. SEE ROOF TRUSS LAYOUT FOR OUANTiTY AND 51= PRECAST LINTEL. SEE LINTEL PLAN FOR DEPTH AND REBAR 1&' XI&" CONCRETE BLOCK GOLUMN N 2 # 5 REBAR. SEE FOUNDATION PLAN. AFF FIN. GRADE 24" X24"XI2" DEEP COLUMN 1/ 2" CONCRETE SLAB FOOTER N15 #55 EACH NAY BOTTOM OF FOOTER TO BE 12" MIN 5EL0Y4 GRADE 7IC, AL PC R-CH 5EOTl ON C" ELEVATION Is cf) g I It w 0 g 1 t 111, 0 ash MIEN=—: d by- 11 d— rd---;n Tr 25 5 4 25 51-4 255H 2: --2) 1 21-1111 FP (.22/-24) 131-0'. (+22/-211) E6RE MIN 4" TV 7 K A 4 1 TI 1A1- 4 ST 7! KI - ij J1 AIC CL06ET DETAIL NET &ECTfON 5514 5TAIR RUN r:ETAIL 40'-D' 22/-211) + l 21t(122/ -24) 21/-2 F NOOK U1 2' F4MILY ROOM Tc4EN 61 T 1 TO 2NI R jw b ol 4 1/0' BAT 4 v EANING RooN. E-DFM '0 5TOR- 2 12'-4' V 25) L AUN' t x W w u (N LP11 (2) 251SH x IRV w H. Z 1-1 3141 14'-4' ui ANT)LER To HAVE A MN- 4 CLFAF-4NCE ON ALL 541DE& AND Ew--I.c5 r-F SFAC S14,ALL T 2 i't r" wIDEP TqAN AFI-UA C-' cg za' t-- 1542 -F 9-9ISTFLPLAVIN& 2NIP FLR LMNC, N15 5F TOTAL 6APA6E: 44-7 5F R, -r 12 5F 3q 14TOT -AL Y) NT- 4Y' j W 2 4 157 FLOOR FLAN gilt T-4L 4- 25) 7 L- 7 16' X I, 0 14'0. 20'-a' 40'- WRNICANE Lfvlw ROOM ENCINEERIN(-- W U-5 TO BE 5 255H01HFRh15E41 J 2?;i - (,22/ Ld'j :'d -- AREA ILATION'5 C 15 P LIVIN& 15A2 SP L3L FLR LIVINC- M-73 5F tiFRON-T-F PRCH4 TOT/'L 5515 7,F I G-AF-A&E 441 SF 12 sheet- 6/EREP ENI P-T- 141 5F TOTAL7 A2 PARTIAL FLOOR FLAN 01 Of-- ALE4 5 T,d155 pd LAT P 2rd FtO TTP, QUOINS ON CM (TYFJ El A j S'-4 3/4'TO SE FL.. 1 r FFE TEXTURED FNH e;4 FRONT ELE\/TICN 'G' RIG -HT ELEVATION Ap C;4OFT, FIFEFL OFFRIDGE VEtsT j>-, OFF F-fD'-E VEN 13--4 3/4'TO SEC O 4p FL. Dj 3141 TFUS5 SRCz LEFT ELEVATION SCALE- Va' = 1'-0' 4' 3/4'TO SEC FL 5'- 0" T REAR ELEVATION WHRICAME ENGINEERING FIBERGLASS 514fWLE FOOr SCALE: t/4' r f'-O' O E x wpw 0 L] I SCORED MASONRY OLIODAS V- 4 3/4' TO SEC FL. V- 0" TFL66 5'j TDl L- Lxo LLJ Fvy LLJ t gtH L0 CY) gg j ui D : ilzl: dakj— d by, M d— by. ct— ked by-, DI- 27-01 SCALE: U4' = F-O' Sheet S® Of - I 2N'-' FLOOR EL Ec-, T R i c,4L i --L,, 6,N V4'= I'-0' ELEGTRIC,/-\ L LF6ENP o T 0 2P--] EL_ T FA4 L NOOK FAMILY RO-0—MTo x To o 2 xOTo 11, O O x10x -ET FOR CEtLW, FAN (5TD- A KITC,141 K ITCWENqpWIG, AT 10 x to 415 x v D Nj— W-- - F—Q<2m_ tjox 10 OFT, DEI4 CFM x e x fo 2 FOYER M-W, CEFM ( STD ZFQo 0 2-, F- H C- FIL_ 4- x HR-I WALL AR PANDLER TO PA4A m-k C 4" _LEAFZAW-fE ONALL 5PCIE5 AND ENCLOSURE SFAr-E SHALL NK 12'WIDER THAN ArPLIAW-E a A F- —2 GAR DOOR OPENER f, -- - - - -- - - - - -- - - - - - - - - - -- PARTIAL IST f-' LOOR C' LCTRIG NOTE: -l-EE ATTACHED PvAC FOR CORRECT FLAN: _Q0 NOT U E HVAG LAYOUT QNLTH15 60EET OEET 1 ::1 IaTrLCCRAELECTRICAf— FLAN 1/4"= 1° 0" sheet A4 Of; ELECTRICAL 4 FLUt-ISINC7 R15ER 17IACSRAN15 m P,4riE &3 WOS 200 A MLO DRYER 10/3 WS 4 BAP--E PANEL SMALL APP, 12/2 W3 UGWTW, CIR 924 M TO PPL TRIMS- 8, ROD R15ER DIAGRAM 200 A 4 WIFRE SERVICE LOAD TAME MODEL 3515 MANVIT E2ff IT N UCTO OA 1 PAW-.E: 40A VP a 2 1 DRYER 304 2/p 0 5bw I E)L%UA%ER 20A UP 12 wo I TOR 20A UP t2 540 I Dr-FOSAL20A VP f2 540 I aLASPER 20A VP SM 2 2 WOLL APPLLW-E20A W 12 3000 GENERAL Lr-+RM BA VF 14 6250 GAP - AGE DOOR OPENER 15A W 14 em PAROLE FANS (V0 15A Vf1 4 500 503- TOTAL (WATTS) 30630 1&,, 0000 WATTS AT n F AMEIR 40%. AL, 3,000 U6JTT5 TOTAL TOTAL LOAD AM5 0, 000 WATTS 06 WATTS 3WATTS 86B R- M 5ERvr-E 51ZE 700 ArF6 B I4 ELECTRICAL RISER [GR t°fI 1 3' V. TR 3 1 I V1, 1 LAIV LAV w-_ TIA 2- LAY I V2 u ne to 00 1 11( 21 Y-TR LAY t U7, LAv i vy F— ---I, vr 21 TU5 INTERIOR ELEVATIONS KSU-% 521 B42 KITCHEN BARTOF ffm 036 WAFFnb KITCHEN 55 V42 VA046 4 KITCHEN_ LXI D - 4 VAD-30 VA048 B—ARH # 2 --F3A-T —H#4.- L16"T IIAD 6 P 1165— FEEL B TFI 40-1/2—aA LL DELAILINTERIOR ELEVATIONS LL- W Ens w c) ills W Q 0 by ra' d1— by d— d-V, sheet: A5 of A SAFE LOAD TABLES q, 1. g, P'a taut a pa{ W /e• .g. 41 G.ncr.ta unka (GMtJ) per ASTM C] W minfmsm fret ea«aa No .11 g, pNravl.a m pr.a.at lintel pAIQ Red - onto, da.qm pr AOTMAAqMI B R, 0, pr®atrt+aalrrqq atrptd per^ AZTM A416 grad. 1/ 5 !an r.Cavwtkx T, "tt52 p.r pparA9flC.qAffilo. Q. PAart4MA$TM 2Tp typ. H ar 5, I. Pr Ad. MI r d :I ja;r* bhoOd flll. d Iht.1a .a r.CjVir.d, Pt.11atl. n pP Iu1t01 nu.t ccrrpaV rvlGh the areAlt.stu^al en6Var ptfVsara drawl. d. LMpla ar. with 5-1/V IMV do the dada td --I tail r.mfarcmg ggrrCauutlfkd. g. All II0AI0 m..t pr 0.0-4 t./90o vartlaal daPl.Okbngxa.pt IMt.le 114" a%A I wlth . harnmal halght of .' m..t ar a l Aw* 0, 0000. Pl. ld r i. be I d .t the twtt m bf the iht l BM pP, 7. 1V02' 4dM0t.r 1* 01Mr p. Ore r Id.d to the tatt.m meal tar m..haaltaal wroBM^. a. Goo@>m+plaaa a a mrSb to pravldad m Ira Imtel M 11.0 aP aronce.Ya rrwe.rvy wqi.. 4. °uuM. la. d rat iaaaad cm raelarta daalgn arw+lyem p.r ACf 515 and AGI PF N A eatude an m4vkn.m+ 4 M+aj. @xcaptl_ 60. Iaaae Par wwal.d lnt.l. m t bm 1.41"d L14 20% IP b-IN length la Ions than 6a1/21. 5.f. =as Par all r-."d :'tale dde d an, 1 tract^in j. 2. N.R, x Nb't PtaM.d. 9, 5af. lapda . ro t&W1 wp.rGrq.aaa allarvabra feed an the aaauar: apaettrad. 4. 8rda lae>• da bvlm.xll .n gr.d. 4q .r made 0P fl.ld rabcr. 5. Addel.,wil I al lead a crafty o .bra aa ky Gr. dlgnartx) pr.vldhg l_ al ralnf. m_,M qI'-. the pr t Ifnei. d, Z aY r mcs,! ba >,A.CWWd Per I— " r. 1n a, 11W. an11 I. Ph. adalgnar 0V 1,,ato canGantrgt.a loads Pr- th. Wo load 6,1.s e'N catevlatmg N, mad l- raal#t" m.m.nt and ahaar at a -away Pram the PPe..P supppers. All canT.daYta IlnYapl (y.:ghp not s - [i V as A laQd fraen next IRn.r halghk. q, All aa1. l.esda m unite PF paunda par IIrx.G` PaOG GRAVITY c4q• (Sty`) T rna., r.;. max H1. c«eH 9+P91 q1M Ya iMti ww 1. aTa P'"W' Ca$•) T taE Pa a.q tale adTd adB aB1K teed CM'1 PIffiCAeT r'w. BPN aspill ear usr am am oar Yoe 1.N SOC+f M S0.V qEid°) avit Sas NM geia N P R 7VCf! VALUe DF' 15% FOR 6RAD6 40 FIeLD REtSAR NET s: ALLIED LINTEL TABLES T 1 1, ratwr` M pr:W. t Imtml AR6f? par A$T" A015 2. I-`atxa' M pgaM.d Mnawn dtY4n. A5TM A015 f'd Per rpff coat Iht.l. , 1 4, f'e Par fl.ld adrn4r.ta , 1 ta, aanar.ia unita par ASTM G-qo mortar par A9 2210, r.1111 t,m. Mar90. ¢.IcUlatlana cy, IgM.Mrd cS Narxr cs. p.C., W.Iaa1.-Nawmdn PngM.armg Ina. 9, m!^.at' m 411 eatnp.a H.. Ilntala 4` ,G_ 0, all 0ampablte baama a.lmulak.d with l h tap of beard q, #afe taada b.o•d an rv.fnmal " ba.rmagg 4° 44 laeda ahann me par IV Pod Ii.. far Ia Yitdwe 11at Ilatpd uDa ngxt I.tQar l.ngtrt Ter sofa tadd FOLD KMAR a9 44 G. M.U. 6 PI -R 1$ OR 40 am a..-.,.. j/ 11{ Reqy{Y x v.titi. ` f a lei? M all oyz« A I r r r r r r r r r r r r r r r r c r y rc- 1 _t - d -4 9 A A A d A t -4 4* A fYYl II 1 1* I Ih- 8 C 6 Q6n6 S S E , a r S to w w cR o b m blb b m s m s N 1 r> r a neap r r r r r Y D Y* D A A A A Y D D A 1 l I 1 I I i f 1 I I I I 1 1 rm r r N t ! < < < U3 i a 1®" N9NIINA4 HaIC. IdT V p a r_ r- r- o0 - d e a i MODEL 351 RAGEL FT) LINTEL DIAGRAMS Q Orlando Division 365 Douglas Avenue 40T, 661,d089 Al Phone: 407 LINTEL TALES Fax 661. Suits cam,nM mBe a>.BexM•,BB ee as ammBn Ia,Ba.nstm #na .nPr Pn'PPRY dame 1n u,eea PB 'rneBa P1aM eye 714 nmWBBre ,dunaae«ar wwhBnraamarm.ma,wuuee.,e+,B ewaraeaBe+snraroemllaram x: 069 txtmontsSRrin®a1F69Y714 f xdBwNfi tBBlaivdn..a YMBan pertnlHlBn oMt4nMMa1 Cen1&v Mpma,In Yne eWnt Ol vn@uN.RdtaA Rua6MNap WeM Bf NIM Pe+ Yi aM a+ro Pal eP.l ImW iABlerf x(mea M1eMUae S`3484 Can xWnPn I 1 CAST-CRETE SAFE LOAD TABLES 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST PRESTRESSED U-LINTELSNOTES; 4----4- GRAVITY UPLIFT LA ate MATERIALS FOR GRAVITY, UPLIFT & LATERAL LOADS 8Ff2-r` an6AT 4-ff w2&-rTjaF32'4T f'c precast lintels = 55C psl- ai-&-051&n aFW afe-0 SF12-s 6FL64B LEW'TH 27 aF12 2'IaF24- ar W 5 Fo prestressed lintels 6000 psl- i f'6 grout = B000 Ogg-egato- 8" PRECAST W/ 2" RECESS DOOR U-LINTELS p; 44-e &039 2'40%54") FF=A5T zr, SZ4 Mtw 2'-10'(54) PRECAST 2021 2021 1 n 771 o ie, 4 00r etP- M050W A-STM r-40 K/ 5166 44-73 603q je,04 0412 M-06 - 2165 22bq a2boa 52M 6204 IM - o0 mw*rwm not area F bcu- t= trength - Iq00 p5L I I A-STM A615 GRAVITY 4-2 ) 1rFZEr-A,5T joa a,m 3r,& -7-5 6054 7-,r, aaso qiTr 5&' (42) PRECAST 065 5t6s 4LI 50 u f25-T U-17 0 W 1552r, q004 f0412 ft-156 5- provided per Rbo- FI014 rebor per ASTM A615 C-R40 or SR-60- TYPE 4'-O'(4a) FPECA5T _2225, 2446 5461 4& 5410 63a4 735a, (45-) FREGAST 25 75K. 2 50 3565 f-oll 4422 5-164 241, t 140 na 6. Prastressing strand per ASTM A416 grade LEW,114 af;l* 2 4t 4-4-0 6 4 7526 g?±_ L04-12 11-06 56 4'-(,' (54- FFEr-A5T sai- iota 47b7552, 727 ES210lotrefaxotlon- 4'-4- (52-) PRECAST r:: 3_ML 4-- 5404 60aO 4-I' (54) -A5T m 2aan 540a 15,26 4i4q 46% 44 1 166o tI05 24-15 ant 46,a 7. 7/32 Kve per ASTM A510 b. Mortar per ASTM 02-70 typo M or 5 4'--&' (54) PRECAST es-i 542 4qa2 64'12 MOO 7S41 44* ioero 4461 5375 6 M 4027 6034 o' 5 4 (&4) PRECAST 11154 I='s o Lao" S47 4004 &04T q6&5 2526' 5as& 5-4' (64) PRECAST o'e' 4 tC 5: SS-M 43- 4645 50S 505 xaoLW205026a2`0 3-120 45 GENERAL NOTES 5442 e2 tS2 Isso 64U 2055 1 91j±* l as sosl 1000 0 L414 Mal 5 6414 22104 -i7 7,450 561- 5 fO"(10') PRECAST L=-, 1557 Pq30 251, aclat 5665 424-7 415 415 1, F-avldo full mortar head and bad JoInts. 5 81 (65") F AIST Its M55, 7,62 4a7F4 64-M 2566 30T5 -15as 6516 55t4 6634 5 10"(`70') PRECAST "12 F4iA- --IT4-1,4 -Z4T i;a Z;;;T 5260 6122 1515 1 W, 1 2,4.Q 5. 55,,5 W 2 `shore filled lintels, as recq&ed. 5,-f0* ('70") T o5 Via-4- 24CO 6 3-S52 6' PF ECA5T 0-7 __L-291 2! 5265 2746 5355 5 rn 6 b- (75') FIRZOAST 1144- fW Moo I rOa H02 1664 2250 awa 2-Fa4 51-40 X Ta-U- ro2 70-1 G mat 11 tqff lintel Z orrvig filth the orcHtacturai3.64724z 155!& -1450 640 t255 211:X Eta% 5260 46IF 5-V5 6qO M4:75_ 211MnStructuralar ac4- Lhto4s are morO - ttr&d with 5-f/2' long notches of the ends a 8' (w') FIRECA5T 522 W-r, 407 16-17 2-03, 2"o, S612 4522 lao am 6-hol 1I0*) FF,;.soA-5T -161 Ja2-q L6-5 I M44 243-1 25a& 53-15 (-O.) k' f466 fL4_ _Z 4 Mal 255f 2-M7 5qt &5-7 z 05&Bq 5516 6,645 5041 to acconyrtodato vertical rell relIForalng and =Wtg. All Mtots meat or exceed L/360 vertical Gal' 1, Lion, ante 7' -9,' NO') PRECAST1 61,5 ICA -977- 2252 I -me 2451 B4 1 2&f026, ff 104'4 1 5464FFZoA5T -73s11 I Wo L452 17554 2027 q, -4- 1112') PRECAST a* act a- 151 q2 L2"- 550 560 -B52 19V`W Z 2 4 2-- 454 630 W 0 5- except I-4'-4' orld larger with a nominal height of 5' mmeet exceed LAOO- q e' (116'} FFZE-AST 37 764 any 420 854- 42i- 214 U53 Sa ca 1 10-U 5410 24 5M2 1542 1 14 M 6 1 168 1= ota FREoA5T 456 2544 B4&1 1 4030 512 FRErAST Tal--±&--2- L02"I L-1161 I4 R U r, 116 aH L L rm 2359 6. Bottom Field added rebar to be located at the bottom 5-15 a ss's 65-5 L025 1544 209H Z"L 50 2404 4& 5,K ffo4 ooq mo 0 of the lintel 0ovittf- 1/a2' 5sa dzs I365 FRE--A5T -- - 445 WS4 2355 rIq3 PRECAST 66 5a5 -,or, r ts-i5 o% z; a diameter mire 5tirmrs are ri welded to the bottom steel for 8" PRECAST W1 2 RECESS DOOR U-LINTELS E;- 05 1565 054 2441 5155 A044 - 400 cof 1$'5& 072 Mechanical IV-0`044') PRECAST 414 54r 564 _4 Ubq 2L 74 L2'-o'(144) FRr-r-A5T 6N 456 Z45 121,q rA4 rM 1 oaa, 340 4134Gast -be provided in 60"resitte Lintel in Rev 555 5&4 d54 L6 Xt 2652 35W 5a2 115S302OfUPLIFTLATERAL. 4"? '26 '028 113'-4'060') PRECAST eat 1&3-, 1224 PRECAST 5-o' 40q &52 a- 1004 5±- 061 *s 64T, 348 c&lor af clestgr ar allpfs per 1 -962 485 145 fCrl& 1455 M55 2543 2-Ma 1 2 AGf5FF& 64a 555 too IM L41 2_ 12,50 W-0%166') PRECAST 51a 5115 61" U14 F11 16 560 W5AFELOADTABLENOTES1___413 260 4H2 4%-[ 5&25 455 003 M4 215-3 2&66 2 2-5 454 541 124 551 q4O L All vokles based on minbrwn 4' Exception- Safe fooco far L'Mflodfs2") FT CAST r244 Isis L_ 2534 BVIO 4006 4250 5&% " 2 132 M, W-&' fM) FREsTRE5SM I N.R. - " P' W 1651 MZ pax Is') PRE5R 2 s5 -;i;2- eil r-,6 t4T Ti4-2 Lip- 55 -1 lKeI5 musk be red/cad Inj 20% If becr" length 15 less than 6-1/2'. 54') PRECAST 21 131 4-155-6 -1 53 ass 465 15-70 2045 2&10 5105 5-765 PPESTRE-55E r it, 30 555 677 125 N.R. a-27 5oFe foods For all recassed lintefs, based orI 5' nominal bearing, IM2 1455 40 3056 58377 464. 54!o f5'-4' 0s4) FRESTRE55M I K.P- 420 1250 229, 1-11 "2 M ba12 oat 16-K, 2. NJR, - Not Rated. 5afe loocts, are total 5trcrimposed aflowobie load on the section speolflod. 65) PRECAST 501 501 0 4' (2c1b')F`FZE5TRE5SM I I,LR, toz NZ W 50 0!7, W 2510 ?Pilo W 34t0 M-4* (205XFESTFf-1 165 216 44q t4 _ 464 5&7 61-to774Imi 7-74 KF- 255 W424W2 55 rtM Safe toords based ongroda 40 or grade 60 fie Ed rebor. lo PF-,- AST l3& 2'V,S aa 55W 4K 464 469 4,;o faJooc boo fq'--4' (232-) F'FZ,5TRE55T-1 N5 41 440 T& N-R. 204 5' Additionallateral food capoctty can be ol,tahod by the designer by q 7'J'alaj6- I 2&qt 4i0t, 111-4' (25:2) PRE 2- I&s 234 503 550 r-16 q4O ltbO provieffig addlonal reinforced mosom-9 aboya the east Hnteq. w-) PRECAST R fl 5 01 3642 9 T 530 Roo W Mz W K' I' PLR - f'o 5t2 5140 M.R. 1-72 6. rebaz- may beOne &Vbstltute& for 44o, #5 robars in 5' lhtclr, only. 175 156 4 mwl .2-25'24 2V-4' pp-STREs5zl 1 14j, 1a3 sw No Mao 290 212 _J 100 4-17 s43 F' DOI s 4110 565 U) 7. The cfestgner " evaluate concentrated leads from the 5ato food tables b'o 1&O 2-63 522" i 110 q44 w- iw- 140 07 201, 522 451 601 q4-7 NR- fall by colculat" the maxiIrmn resisting moment and 5h-Ir om theatd-c-4 from w2 r*-7 a 25 ao 0 face OF support. H&') PRECAST r533 533- 527 25U25 O M&I 1-72& 20613 24' ttrt U4 244 0& .7Z 512 13S W a. For corr po!;Ite [Intel hef ts not shorm, use safe food From next forter holght. 4 410 so 050 1;10 1. All safe toods, In Lprilts'lpourids per linear fact- REDU4--E VALUE E3r 15% FOR (5RADE 40 FIELI:> REP -AR REDUC-E VALUE BY 25% FOR GRADE 40 FIELD REBAR z ALLIED LINTEL TABLESNOTES: MATERIALS 4 INSTALLATION 7 L -b- h precast lktet &RbO par ASTM A615 2. h 6F240 A5TM ALLIED U' rbor pied per A615 GRAVITY SAFE LOAD TABLE FOR 8- CONCRETE LINTELSVTEU 5, Vc For precost lk-0e15 1 2 4. f'c For field concrete =300ops1 5, concrete m writs ASTM LINTEL NO. LENGTH 8"Xit' S'XS' t4flLLFD FILLED 8'X 12" FILLED 8"XIV FILLED 8'X20' FILLED 8'X24" FILLED 8"X28" FILLED rX32to FILLEDper ar A57M 62-170 hoor la, by. F-icherd 6 2554q6 1 10125 12000 12000 12000 1.2000 C2000 eEV -4 111353a5868Rlddf,--KeEngI,,e-" Inc. 7. A- 2 5237 a552 L1440 12000 12000 12000 shore all c ffrosIt- 4' 0,- el. ' qf co-Ae beamscof'-Viated with 4#5 A-5 4a' 20911 t1l74 3367 4616 Ie6 72614 5601 llq24 Hl- h f bl-Mad 0, bc_k'g 4 510 II-2a tow falo 24a3 Baa& sqla 465-7 5550 ZI- salean _, 4, hwmyn). A-5 I& q02 1056 La44 2542 3244 4021 4-740 5522 lo_ all foods shoml in pounds per ik foot A-6 1534 Pq'14 2456 2q02 5346 fl 11. far k"Lhes not listed use next lof For sofa load A--1 10'6' 4aj 4&3 47 H-70 15= 1&5-7 22i1 2556 Hlength FIELD RESAp- A -a W4' 502 612 1125 1530 2002 2455 2q3i 3561:l 15 rP, 40 A_q26- 421 48b lioo 1224 L504 tq&6 23460 212f W J A -IQ 13'4' aqa 4l4 774 1055 1381 1642 2024 2344- 0 r- M.Li- A-11 14'0' 542 5-0 6-0 1135 1255 1510 I-r WT 2,:I IL 0 ff A- 12 7- W8 50D554 r1la 2 1108 155.2 162V4151711 A-15 17'4' 2-72 436 if 505 1845 Ilea eao o0W-fZETE FILL 14 2erl 250 5, fi-, 411a r1514 50 loa, F43e Wqa I-lao A-15 2010, 225 all's 4-73 754 105,2 1500 V570 1551 it L FIELD RE5AFZ F itsSIR 40 ALLIED UPLIFT CONCRETE U' LINTITIS LINTEL NO. LENGTH S-M a-xg a X12, 8'XI6' 8'X20' 8'X24' S'X28' 8"X32" LATERAL LOAD UNFILLED FILLED FILLED FILLED FILLED FILLED FILLED FILLED 8X5 FILLED A -I 210- 30i6 5t50 111,14 L0000 10000 40000 10000 10000 4408 A 2 s 54-45 10-000 i0coo 1000-0-- to -coo 10-00-025112A-5 4'1,' Iola lov 4224 5400 a2G13 q440 10000, locoo Ws 4 lo 5-F, 05 25W 7j 3-11-- 4500 5505 7043 1-T-1 i. fW1 A-5116, 545 5-70 14-71 PLle 2552 3514 366-T 4600 661 11'4' 2L2a 252 934 L-M& 1&&15 20514 2542 2 7 desWd by. W A-1 10161 185 204 156 L04'j 1 L IC-162 2025A114 52q d- by- d- desig. A-b I fl'4' aceAiii- 6-52 1_1 11-1tto 11-701-45:2 rM4 2101.2 44-215 454 ct by- axe A-cl Ual 24-7 2&2 M 760 ML C-252 L4645571 A-10 13W 255 253 510 Fos 614:2 ffoll 1503 50q it 92 A-11 140' 225 524 413 65:2 624 102& U-16 SheeL A- 12 1415' 191 2fa, 442 2 boq7614 155 u-06 12e0I I 93 A-15 rr4' 145 255 551 i 403 605155 842 4F4' AM A-t4 W4- L64 214 DO& 4-20 52-5 Is is A-15 L 20'c- 1-74 203 2- 4os 5o4 63o 756 Of Vv Os-B. KT"Nv1 2X4 UD. STLIIJS W, * O.G. 2X4 50TTOM PLATE 3/4' PLYUk OD 2X4 ISE5OA374D 24P- 000c-FR TRISS TRIru'. ANCHOR PER TRIr.6 PLAN U BLOCK W 1- 5 BAR D STRAP TIE - EISERY 3rd STLr> OCNWEGTs FLOOR TR.rz, TO 2rxd FLOOR STUD NOTE. TRUSS MFG-'S ENGINEERING N Y ::SEE R 11 G' E NEE NN N(3' R6NGE ')RS T US' LAYOUTS SS To _T - S C LAYOUTS F7ORTZSS-TO-TRUSS CONNEC TORS:] FQQEjg4E5-e, ANC -Ho L' USE ( J} TYPE 'C' (OR INTERSAAWSABLE TfE-k FOR TFWS& TO FRA11Z WALL OF EFAM C+OI-21ECTIONLkLESS KaTM OTl-E5WSF (U11LOJ 23 USE W rrFE 'A' (Op, TIE) FOR TRISS TO BLOCK WALL 024, r=CTk)N (UAOJ 3} We EAX*&-N (OR NTE E TIFT-OR ALL JOIST RANGER 4) 5gE I . :I V4' PASELOVE GM NAIL TO FASTEN JACK To WF GORDER. (TX 5) CARLE TRIISSES, FECUR3E M TYf-. 'A' OR (1) TYPE 'r-' STRAP AT 48' O/ C FRONTCENTER OF TRISS. FSEE POST STRAFPW, ON M 4ND 7,,d FLR- FLANS FteLMATIC- Ir,—= VA—LEW MMAr BE POST FOR PAtO RAIL ON 'NAP DE. f>e6rN -64-ECiFICATION5 FOR wooc, CON&TRUICM-N FROM TABLE a. 8-- - 14AILS, A,V SPWBS - LATERAL LOAD DESIGN VALUES _' t"ft- S- VALLPE (A-) Fad 103. m 11- 4- 0 ROOF -TK, J--SS LAYOUT 'C; M.T5. jjELD -BACK 1 87 POST 40- 0- 0 11-3- b 3-1-0 tq--I-b FLOOR TRUSS LAYOUT 'C' 8'-0" PLATE HT. L -------------- i 17'-5" PLATE HT. WIRRICAME ENGINEERINC3 ea7) 174 - soo3 Fax: (407) 77a- n N F- Ljj w IN Lo w its asw 6- 7- d bir. rd b d byd.- dw-sig. T w try. u at 2z en sheet ATC of__ I m FROI VC,T COMPLIANCE FASTENERS I IE51C7N LOADS (LE35) UFLIFT MAX. DFL/SYF 5FFGOOF- LISTIN6 A R-E-fAf CONCRETE STRAP SBC0,1603 2WpIV4-10dx15" - ply 10-16d 1500 14q5 HURRICANE GLIP NER 5q5,422,452 4-bd, 4 -bd W55 455 265 T516 .— TN15T TIE NER 413 14-10d 5116 1000 660 D D5T-7\75-0 STRAP TIE NER 415, 445 22-10d 16-10 16-70 E HU526 SftGLE FACE MOUNT HANGS F NER 5c'13 14-16d 4 6- 16d 10000 1550 1110 F HU526-2 DOUBLE FACE MOUNT FIAN&E ER 5q3 4-16cl 4 4-16d 8035 10bo RL MBHA356/1.25 MA50NRU HANGER 5R ' SE3GG1 _q605 a x b" lb-10d, (2) ATR 5/43 5q55 1555 HIJ ME3HA5.56/q.25 MASONRY HANGER q.25 5BGGI cibO13 14-10d, (2) ATP, 54"3/8 x b" 6050 45Ibb5 51 2260MC2 MBHA3. 56/11-25 MA5ONR"(_HAN6ER 12" ci6O3 14-10,(2) ATR 5/4"3/a x 5" 6050 5145 2260 0 HDbA 5BGG1 HOLDONN TO 5" V400D NER 3q3,4611 3) lffi"3/b A.B. 2b6(9 -7 6465 4650 a SP4 TOP PLAT ANGHORS 4X NER 432,443,4qq 6-10d x 1.5" 2cil-I 735 530 5P6 ----fop PL,,,TE 'TN—cH(5R ex NER 452,445,4qq 6-10d x 15' 518"31, 2q1_7 135 550 x 4- 16T-2 HEAVY GIRDER TIE GOWN NER 432 b-10d $ 314"31b or LE37P 28355 6665 6455 A POST ANCHOR CAP 4x4 NER 421 5-16d $ 3-16GI 5100 cibo 100 46_16d E__ POSTANCHOR CAP 6x6 NER 421 6-16d 4-100 1050 150 POST ANANCHORi GAP 4x(g NER1 42 6-16cf 5_16d 3100 Too Hf 5- 20-- HEAVY TV415T TIE NER 415 24-10d x - 15" 4450 1450 1245 V400D NER 3qE3,46q 2) 5/b`3/e, 12 150 21-15 2000 mm H— ET—A20— HEAVY —GONC-R—ETE STRAP NER 5qH3,46c', 14 L5" (2: ) 1 14_10 j 14-10d/1_5", 2)pIq 14-10cl— I -755 14615 LL HHETA20 CONCRETE STRAP NER 3q3,4611, I J_l _5 2 15-IC I)pW-1-IOdx1.5", (2) lu 15-16cl L 3/4"DIA Id 21301 060 r_-0- 0-11M TT2bB LHOLDDQNN NER 3q 452 lb OR A 24-16dAND5/W OR 4455 4455 RMRRICANE FENGINEERING n-, Fw (- 1) 7b- 77 5L S 716KI47M LLm® aE W jsg w 0 05 Iii LO HI i cy-) 21 UJf;11 0 lift by. va by dl— d,,- sheet A7.1 Q' W1 V- kold MAV-5 WALL STUDS 4 HEADER t4-NAILSr--BW 0,1 OTTOMI OF HEADER ROOF FRAMING MEMBER SEE 1-TC*Z CHART SCHEDULE FOR TRIJ55 STRI4R. 5) L DOUBILE TOP Ft -ATE HEADER V. 2) 7,0 W/ 1171 CDX FL ITCH M-L-w Os5 OR CDX IL EX, ERfOR 51EATHING, MAILED 11' Illa GALv. 1. 11, EDGES AND O. C. FIELD HEADER STUDS 2x4 P.T WALL STUD UJ/ 3) 01" EXA- ANC BOLTS TO FLOCK FULL LFWSTP WALL STUDS - NO CONNECTORS E N2MfFABLOCKEDDIAPWRAGMZONE15CALLEDFolzi';N; PLAM IPR E 7x4 BLOCKtI,6 ALL M YukLO PANEL EDGES 4 NAILS ® 4' 0,L- FOR BLOCKED DI ZONE 8d MAILS AT 6' O.C. OR 8d NAILS AT 4' OC- OR EMALIVALENT E< 21ALIVALENT F141EMATIO PI4 TIC NAIL AT MAIL- AT StIPPORTED EDGES SUPPORTED EDGES AND ANIL> BLOCKING AND 12' O.C. 12" 0,--- FIELD FOR OTHER FIELD FOP, S-IADEID AREAS AREAS OF ROOF OF PIO17F - " -i-- U2" Cl;,k . a' AW-HOF BOLTS EMFSED 6'M4M- INTO FOLNDATICM W1 f- clWWITH"A54-11ERS6", LOCATEDT"" orEACHi*lq END AND 32' OC. a" W/ lo-lod NAIL5 . BOTTOM MAX- Et&EUJ,EFE OF WALL I HEADER 57UD 2x4 P.T. BOTTOM PLATE il STRAP EVERY OTHER STUD TYPICAL FRAMINC:; 4NE) CONNECTION5 FQ OPENIN<S5 2X - TOP PLATE pLoC- Kjt* SEQU-l_ RE[)-, F-ROVIF)E 2X4I POW OF BLOCKING IN THE FIRST THREE FF-AMIW- q 2X4 BILOCKRr, SPACES AT 40" O- G. REMAINDER TO ENE BLOCKED AT '&` 0,C OR RAT RUN- BASE 9- CABINET RASTENIW-i, FASTEN FLOOR SHEATW.fNC- To FFRANtNG wl ad OF, ad FRAME WALL HOT C)IFfEE) GALVANIZEE) NAILS ATTHE 71101-01 v' . FOLLOWING SF)ACIW-::: ISLOCK' k'- BETWEEN STUDS U oll ON CENTER AT ALL PANEL DETAIL : TYP. BAR TOP EDGE FRAMING 2)12" ON CENTER AT ALL INTEIRMEI)IATE FRAMING WOOD TRUSS STRAFFSDAS 6HOUN CN TF` JSS LAYOUT FRAMING 2) 2X- TOP PLATE - 2411 OA--) DIEL, 2X3 HEADER FOR 4'- 6' MAX - OPENING, DBL., 2>O0 RFADFR FOR -3 MAX of-ENRIV,5Una IX- M C- 1- AT MiDo &PAN - i'61CaSTUDer- AclwlFOR INT. BIG- FRAME WALL PLATE ANCHOR EVERY BEY OTHER: STUD (TYP-} Z BLC<XlW, a 48" OIG MAX IN FIRST THREE FRAMING SPACES 4 96" Or. THEREFORE EXPANSION BOLT ANCHORAGE 24'OD. IIV-' OSS SHEATH OR L12' CDX TYF. - RS N ROOF SHEATHING NAILING PATERN DETAIL 2x 6 w MA EVERY GIT RME> LINTELWA * 5 BAR 2X P.T. WJ-BOLT OF EXP BOLT 40- 0,-- SEE Aw-PIORACIE SCPEDLLE VERTICAL MLLED CELL W11' 5 FAR WIT TO EXTERIOR r ,EFC FRAME C NREC-lalQ -H ST RAP 1 TYP_ FLOOE E3RACING IT ENEDWALL& I f:- PAkAIKIr' A, 1:jPAPTIMr' LrMITW, HEP-PT& EXTERiCIR 02 STUDS SIZESTLID MATER1,4 I 01C SpActrl MAX. wr, C 2' X 4' &FRAICE, FIR 24' O 2' X 4" 6PRIJI-E, FIR ! 6" 0/1- 1'-4- 2' X 4' FIR I" 01- r- 2' X 4' SOUT; EEN PINE 24' OIG14 2- X 4- &09TI-EFPRE 12" O/D 2' X 6' SPFa-'--E, FIR 24' Oil- 21 x 6"&PRIXE, FIR V" O/C T25- O- 2- X b- &FRJOE, FIR UOf t"- 4- 2' X 6" S FN 24' CIC 2' X 0' SOOTPERN PIP'IE Ir,' O/C nl-0" 2" X 6' SOUTHERN PNE 12' DIG W-61 2' X 5' SPFAIDE, FIR 24' O/C IT'- 0" 2' X 5' 51PRIDE, FIR U' Olr- 1 24'- 0' 21 X a, SOUTHERN RD 24' O/C M 21 x a, SOU FINE I,- 72'a, xa, SOUTPER l PINE _S+ WOOD TRUS5 5TRAPI D AS VIV-UN ON TFW& 5 LAYOUT 7-2X4 Tot MATE 2x4 00TUV5 I l 01- BLATE ANC:WJEVERY OTHER STUB, (TYB- STUD 4 BOTTOM) - -- 12" x a, EXPANSION BOLTS 4? Of G'U WALL I IBWD I N7ERIORBEARINGWALL 0 DOOR WOOD TRV6 STRAPPED AS SN ON IR- ISS LAYOUT 2x- BLOCKING AT I- VISSPAN V" O' G. STUD sl- Al-wl FOR NT- aRe H14MEWALL @PLATF ANCW..M EVERY OTHER 5rM ( TYP. TOP I BOTTG M) 1/2X814 EXP. BOLTS 32" ac i4 FRAMING & STRAPPING- W KNEEWALL OVER CMU TSB I crlx 5PACIN', rEFI-EDIATElal l ws EXTERIOR WALLSHEATHNGI NAILING PATTERN DETAIL P.T. 2X6 W/ 112'E); All, YR) . 40' r" A - TRUSS F3- 2X4 FILLER ClYrNAILED W1 a-Od MAILS P. T 2X( , W/ 1" 2- DAg' l 'J' BOLTS X6'4&' MAY.. W/ ' NUN. EMBED. 41TYPJ-, DET41L: TT'Fk-- AL JAMEF45TENINr-- w OVERHEAD G;AFP-AGE C)00R SCALE: RT 5. oif- E6E PFO?WREMENTS APPLY 194EN f?,4D( XU/ DOOR MANILIFAGTLIF- R5 FA5TEMW, ETHOD 15 NOT SPECIFIED. ll-K5FOR WtPOU* AN - R_-- L) MAIL UJ/ J09 D;A CIRI HEAVIER POWER NAILS a' OIC AND 3' MAX- FROM END-5 TYF. W/ I. MIR EMBEDMENT INTO BLOCK- 7) ALSO ADD 3/1&' DIA, SELF TAFPIr, c4xlIr-' ANCHORS TPRil UNDOW/ DOOR FRAME EIGHT (0) INC4-E5 FROM ENDS MAX, AND FORTY (40) INCHES MAX m CEN`EFFF W1 I' Mflt EMIEFLA-IENT INTO BL17ICK ATTACH UXII TO 54JCH W/ 0 E 'GFUr , MAX_ P" O/ C AND MAX. 0" AND MAX. AX. 0" O/C FROM ENDS, P-T AMP-DOOF- 5 D "STALL 3/V,'DIArETER SELF TAPRIW- CONC- A-41-HOP- EKGPT ( 0) INCHES MAX, F-St END5 AND 24' ON CENTER MAX- W1 I' MN, EMBED- INTO BLOCK FASTEN WkNCs TO FBtICK WITH I0 U4 ' 8, O/C MAXT 5 D AMMAX a, FROM END' , W/ F' MN. EMBED, INTO BUCK T'FDIGAL FLOCKOPENINGDETAIL FOR FT OJI-K FASTE,!W, 410 '5 ESP RATM-) FRAMING & STRAPPING NTE-- --BEARINGWA Ll FRE E < QDOD F 2"0' DOUSBLF TOP PL, 2x- DL( AT MIDE W" OC- PAr- N FOR N7 FRAME 2XP7. BOTTOI` PLATE EXPA" BOLT A '- HO' M - 32, I RAIL NTO 2 NAILS INTOTOPPLATE , rTOFFLA7a F-=,,,4 L N0T E 5 GENERAL L LOVE LOAD5: ROOF 20I- F FLOOR, 40P-F STAIR: 40psr 2, WIND SPEED IIOmph 3sec. o. 0 I,B 3. ALL WTO BE IN ACCORDANCE WITI4 TI-E EISC, 2001 04AIFTER E6. 4, ONLY URITTEN CPA'4' S5 APPROVED BY TI-r- ENGII'EER SHALL BF FEIR- 11TTED, CONCF-'ETE, L ALL LORI< TO BE IN STRICT ACCORDANCE WITH THE ACI 3113 Z MIX DELASN CRITERIA: ALL CONCRETE TYPE I PORTLAND CEMENT- (A6TM C 50) ST;,SEWTR - 20 DAYS 514,4L FOR 5LAB5 AND FcOVMGS AND 3000 AX"-Z'l WATER -CEMENT, RATIO BY tllE[r-PT FOLLOWS:SPECIFIED NON-AIRAIR COI55IV' ENTRAINED ENTRAINED 57RS4STP, (psi) CONr FT-TE CONCRETE 2500 0jr, 7 054 3000 0, 58 0,46 SLUMP - SLAB ON GRADE 1. OTHER 1' WATER - POTABLE CHLORIDE - NONE 3. PROVIDE NC/F"ALWEIGPTAC.- RL-GA7t-SWCOMPLIANCE WITH TIE F-EG4JIFREIENT5 OF A5TM 0 33. 4, FIE3ER"E5W FOR SLAB TO BE AT A RATIO OF --T, LB5,/ YARD. FOUNDATION& L FOOTNG DESIGN BASED ON M442-Ul ALLOWABLE SOL BEARING F SSURE OF 2000 p.F. U! SBE 7 IF FOOTNG ELEVATION 01-CLE'S IN EAST D945TAFLE OR MSUITABLE H-e E14GRNEER SHALL BENOTIFIEDANDNECESSARYADAr5TTB`BS BE MADE PER HIS INSTRUCTIONS, PREPARATION OF THE &Jl3GF-'4DF TO FOLLOW RECOT'IMENDATIONS AS OUTI-11"IED IN THE GFOTECHMCAL RED) ST. eoiL, 4. STEPS IN WALL FOOTNG5 SHALL NOT EXCEED A SLOPE OF ( I) VERTICAL TO (2) 40RIZONTAL, 5, CAUTION SHALL BE USED 04EN OPERATING VIBRATORY COMPACTION E=IPMERT NEAR EXI57W 5TR1GTURES TO AVOID THE F16KCIr DAMAGE TO THE 6TFa-ICTLbRE. MASONFRY; I DES[GN, MATERIAL AND WORKMANSHIP SHALL BE N ACCORDANCE WITH THE ACI STANDARD BUILLAt,* CODE PEOLVEEI- T& FOR GONCIFF-TE MASONRY STRUCTURES ACI 5301ACI 530J 2 CELLS NEACATED TO ESE FILLED SHALL BE GROUTED WITH 3000 pio CONCRETE (8' TO 10' 5LLOIF) 3, PROVIDE 25' LAP FOR STEEL - ALL LOCAT iCN5- 4- ALL CELLS ADJACENT TO CORNERS, END OF SHEAR WALLS AND UNDER CONCENTRATED LOADS 544ALL CONTAIN VERTICAL IFERFORI-W, AND SHALL BE FILLED WITH GO.W-FH--TF. 5 CONCRETE BLOCKS SHALL CCNFORI'l TO AST" C-50 (28 DAY STRENGTH 2000p.1) (f'- ISOO p,U), LAM-) IN RU-1N014G BOND_ r- MORTAR SHALL BE TYPE N. T ALL RE -BARS SHALL BE C-RADE 40 L4,4LE66 UN-O. WOOD L ALL WOOD FF-IAM*,,- AND PRE-ENGINEERED WOOD TRU55E5 SHALL BE DESIGNED, DETAILED, AND FABRICATED 44 ACCORDA'r-E WITH TIE PROCEDURES AND R!B=fFVlEHT6 CUTLNED R4 THE LATEST EDITION OF THE NATIONAL DESIGN ePFCFICATiON5 FOR IVOOD GONSTRUGTION- 2- THE WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT THE DON6 AND LOADS NDV--ATED. ALL DESKu 5"ALL BE IN ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIEf, A554G14ED AND APPROVED BY THE 5UILDWG 00rE, DESIGN CALCULATIONS &rkIED AND SEALED By A LICENSED PR0FR55fONAL ENGINEER ARE TO BE SUBMITTED TO THE ENGINEER FOR APPROVAL, 3, FEF'"ANFERT 5RfIL--W, FERFEtrlfCtILAR TO TI-r-E SPAN OF THE TRUSSES SHALL ISE PROVIDED AS REOIJIFED BY THE TRJS5 MAhAFACTURER TRUSS MANUFACTURER SHALL FRO%4r)E STATEMENT THAT BOTTOM ClEORD OF ROOF TRUSSES AF-- B114CED DURING UPI-4:7 CONDITION, L FOR 5TRik--TURAL LUMBER PROVIDE TPEFOLLOWW, GRADE AND SPECIES : SOUT MAX M'C' GRACE NL-2 OR 51"FlIO-E RIME FIR SRNSURFACES DF r USED AT I SOUTH GRADE NO2I` S, PROVIDE GALVANIZED METAL HANGERS AND FRAMWVi ANCHOR& OFTHE51ZEANDTYP'm RECOMMENDED BY THE MAIkEACTURER FOR EACH USE INCLUDING, FIECCI-MtIDED NAILS. (0-kSPEES, C04PIECTI:115 OR EOUVALENTS 6 ALL BOLTS U5FfE FOR WOOD CONSTRICTION SHALL BE A MNR-ILR1 OF 1/ 2' DIAMETER AND 6' N LENGTH (ASTN A- 301WITH MRkt 1 112' U,4S+4FR- URO I -ROvjDF FRA11W- t-IBMEERS OF SIZES AND OF SRAl-ftIGS SHOWN, OF F NOT COMPLY WITH LfMITR,V-- STUD PEr,t-!T5 04ART, DO NOT SPLv-F STRUCTLI2,4L MEMBERS 51-TUEEN IMPORTS, 5, ArOWOR AND NAV-NS AS &POUN, AMID To COMPLY WITH THE KAJLW SCHEDULE FROM THE STANDARD Bllfl-DRY CODE, LATEST EDITION. S. ROOF 5PPATHING- 1/161 066 OF 11-21 CDX SEE DFA5 FOR MAIL NG PATTE-M, VERIFICATION OF: FIELD CONDITIONS, CONTRACTOR 544ALL VERIFY ALL FIELD CONDITIONS AND DMI--iONS, RELATIVE TO SAME, RE THERE ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED IN THE DRAUX4G5, O(OIDITfON5 SHALL RE CALLED TO THE ARC4TE. CT5 A7rTENTKXq AND NECESSARY ADA357MEN'T5 MADE PER P15 INSTRUCTIONS. 7. FOR ANCHOR BOLTS USE 4-*OES, OR E,2XVALENT (A-34 , OR A-301 STEEL) 3. PROVIDE 2X4 BLOCKM. CIR ALL SIDF5 OF T7-r. RIDGE VEW5 WITH 8cf NAILS AT 4' ON CENTER: PRE ENGINEERED WOOD FLOOR TFdiiSS s 741 O.G. MAX. ToEmAr, FLOOR TRI-se TO TOP PLATE tv V, PENNY NAILS, (2) ON Ol'IE SIDE, (I) ON THE OTHER DETAIL: INTERIOR BEARING WALL W/ NO UPLIFT 0 KUKRICANE ENC31NEERING m de;;;dl b, 14 d- by, d- d..V. Lct.d. d bf- dabe: GI-27-01 ImrioFlml r' rlcrTE: l In F9}55sPxx GLEAR ALL Fd MkTERsA4. S ` TAL - RACKETS 36" O.C. 2X6 BRACENG BRACKET. 2),. STU- a 1/2' 2XI2 TREAD k'" NdSENCz MAX. IX6 F18EF' LACKINI<-- 5B OF TUX) RiSc.RS---- AND ONE TREAD, EXCL4ISIVE OF TFE PRO,1ECTt01 Or NOSW-, SG4ALL BE NO LESS THAN 24' NOR EXCEED 25" I/ 8' TO 1/2' GAP TYR 2A2 STAIR 5TRWER DETAIL- STAIR TF EAD n oRrnlal.L bt7 FIR WRY [ Mo 2xe7 TREAD 2A2 STAIR CAvw+ ei 5TR'AY Eri 2,_ Oa 1/ 16" cs OR t/21' CDX- CT, 2X4 NAIL TO EACH TRU55 MEMSEER UJ/4 tOd NAILS E CON7. 2X4 NAL r TO EACH TRUSS MEMSE ROOF TR.lSS %., SADDLE GRICKET I \ L-l/W SOLID I-----'-1 r' ROOF TFJJ55— 056 OR 1/2" CDX H RAIMIiOR CHIMNEY SECTION THRU CHIMNEY INTERIOR CHIMNEY DETAILS 3/ 4" FLOOR SHEATHING DOTE,- SEE FLOOR FLAN F6R - TREAD DEPT" 2XI2 E 5 z — Ix(,114 z I 1111 I Oc TRU55E 2' ID° OC 2xI2 STRIP G ER FASTENED m BOTTOM 4 WEDGED E TOENAILED INTO 2-2XIO e TOP v esrz v x w 2Y. STUD WALL 11 y__ 1 { f VI" f#'4Yi BASbk TE __.--- _ 7X tlPL. To 7 2Y. 4 STRIW E J 1 I 'i 11 j.,..( fj _} —/j E{ _II_a L My i LEDGER i t f"4 {/ P"`" (,. t L ti0'r-J Bv'STALL,4n0K -- ._— -- 3 3 2x4 NAILER WLFT OF MT5i6 MR hod NAILS MR t OF 3/1&' THE MISSED FILLED CELLS CAN BE REPAIRED FROM TF165 ST TO PEEtf,T. T TO GM BY EPoxY TNG (i) °5 SAR (SEE EPDXY PROPERTIES AND SPECIFICATIONS " CONCRESIVE M ACTtRER () lEACP STRAFE) (EACH STRAP) LIOUID LPL OR EI=VALENT ') NTO aCND BEAM AND INTO THE FOOTRY FOR ALL FILLED CELLS ON PLANS PUT NOT FILLED P,4 THE FIELD 4 _._ F RO'ADE 6" MIN, EMBED_ AND 3/4'7 WOL E INTO eOTp 717E BG7#D i3EAM AND'L-E FOOTING W AN 'A' STFIAP IS MISPLACED },- _ OR FOfI-O'TTEN AFTER Tl4E TOP CA-- BOND SEAM OF TI-E LNTEL BEAM A WOO TF AT TOP OF CM WALL Ti N A 4®.-..-_- F'RINEEREC S MTSi6 CAN BE V-15STITUTED `4`, ' tifSS FOR EACH Mt55ED 'A' STRAP CTYP_ LION -)- PLEASE 5E0SRE EACH HM& STRAP PROVIDE 20 GaGALV. FOLL T4E ATTAC4IED TABLE AND FIL FOR TRTSS EYJ"tP BEAM Wf TO TIE S!F'LIFT FRGTi i 7c SIT ON Y) GCAdT. THE TRUSS M hCTt2FFi N5TALL ALL SPLICES (Tl"PJ . TAPCONS UtETH 1-1/2- tl N_ LINTEL BEAM W/ 0) -,CONT. ,, 1V 'p i \ 4 I CMi! 51MP50PI MT516 ATTACH TAPCOI IS EVERY CIiER HOLE NOTE: T fS SHOULD BE I TALLER IN STRICT AGOOREW4CE UATI4 TI-B MIN PACTEIRsR' S aT3GNs cms-?SSEB " A" STRAP DETAIL FELLED CELL- W+ Ty 5 VERTICAL EPDXY GROUT ' 5 NtTO FOOTUJG AM BEAM W/ 6` MM. I S" CL' IU WALL-- TOP CF FOOTER NOTE: EPDXY GROUT LD BE NSTALLED N STRICT AW- E UATH TJdE MAMFACTttRERS Arrc 4s. tAtSSED FILLED_ CELL _DETAIL _ 24' _ S AT 4a -..... 24" - F'R. OVfDE () SAT 48° O.C. VERT AV (2) 5 „_ 5ELOW EA. POST LOCATICIN FILL ALL CELLS URT" 2500 PSI GONG'. ALTERnIATE H0 0 K5 k FND A`E EXTERV_'R SIDE OF WALL DJRN S` OMP'ACTION OF Ti4iS AT -A 5 e 48` O.G. STAIR ANC LANDING DETAIL E PL FOR POST 512E Ci) 5 CGfsT. PROVIDE OPEN d-FEAO JT. AT 4S" O.C. FOR WEEPS r-SLOPw, G--RArF AWAY FR::iYr HCAISE 4)^5 E CDF4T. AS 2 m" - 3" CLR. COY. SHOitlfd -_-" - 2x L REBAR CTYF'i RETAINNG WALL AT PATIO F3(SYE: SIDE CF L 4DEATELY Y.- s GOi"$'ACT?t FOR PATIO SLAB. LEAVE BRACES N PLACE FOR l DAYS AFTER PATIO SLAB IS PaIRE£7 GIRDER UVIRRICIINE ENC31 lEERING x 7) 17s- 3 r- (4 7) 774 e 77 P_0_ F#}X. 56ib9J p1TaNONSE 5PFNtt.S, 1 ]V16 RMnsnS J_ PEA 4>8T9 A 2) Sff' S 4 T622 (24301_1b, max UPLIFT) or 2) 6 _" ES RT22li2 (233OLb. max U?-'LIFT) or L.tg 2,) 5EF? CO ADS-2 (3412Lb. max €tPLIFT>.. 2x4 POST SEE DO9 LE 7aR PLAN FOR (;1UA•t'TITY PLATE 0 DETAIL for ( 2X G STITUTIGN For (6` t GITC'DER CGWECTION 3J4" a r-0" Esg= 20r 09? sZ® Lo e e i E a;;" rm N- J. as€- Aga M ., R2 4 ` gad wed M d— by: &- design dde:©Y- 22-01 sheet: L Of A 0 El FIBERt LASS Hftl-LES OVER V FELT OVER OSB, WOOD TFIr,'-ES STRAPPED AS S"OUN ON TRUSS LAY -OUT IX2 f'-T- OVER CXP GDR OVER 2X6 ala' Rrk 5AUN PINE --kIB-ASCtA 9mWFGRADE W/ CGNT- ALU-t LXT VENTED SOFFIT SEE FLR- PLAN DEL- 2>ca HEADER FOR STRAPPING FOR 4'-6MAX OFENff, V,, DBL, 2)60 3 1/2" CDNr- SLAB DEADER FOR UVFdBERIIE514 OVER MAX OFEMN6, UN'a i F 6 MIL 3 1/2' CAOW- SLAB VAPORBARRIERUVF15Ef;,' flES" ON F05T OVERTREATEDak5cvPOSTUJOOD COMP/ v-TEE, FILL CLEAN, COMPACTED PER FLOOR PLAN PER PLAN FILL Uy f-OLITWC WRAFF-ED W/STUCCO FTC:_ Wl 2 5 BARS (e OR 19 OF tE4 EFLOORPILANEr FLOOR FL,,U4) I POST SIZE GFADf GRADE 2 e 5 REBAF-Z5 -I DKSCP SECTION @ COVERED PORCH TIHICKENED SLABATBEARINGPORCH POST ow-w" MI913M GUARDRAIL ELEVATION I N TYP ROOF EOR(C-) T T',5 I TIFti65 LAYLAIT OYi fi SE OR FLOOR PLAN TYPICAL STUCCO, r 2-@ STRAP TIES Ni5W (ALTEFNATE R/S CEDAR FIN45"4) 'ONE FAGW SIDE) I'DOD POST AN PER FLOOR Pi. t —FLt&P COSLAB FOR POST SIZE N'- pp o ELEVATION0 PEARPORCH POST MONOLITI---il(-'/ DETAILS cSIMILAR Uj= BALUSTER UP DEC. U000 RAIL A50VE TWAT sIEETS GRA5FA51LITY CODE D'a C. FIR CAF 3 V/,2' BASED CUTSIDEi 2XI2 C- FIR TRIM z Rt' SIDE IMPERIA STAIR GOR5TR BEYOND WALL. NEUELL PO, YJCD, FI- 41L USTTER CAP ALL RNEAT" 2X4 5LOCKJW, - 24' OC, ROOF TRUSS TYP- LATERAL 5t.4-'PORT TOP OFF WALL 12d NAILS TO ROOF TRU&SES) YR) 2> L'a NAILS ( TYP,) I In' DRYW4LL 2 - 2XTOPPLATE w a, 37, O/ C LL BAIT 04SCATION VS" OVER r -IETAL LATH OVER IS' FELT OVER OSB, TOP OF FRAME WALL 2x STLr)5 V, - O/C POFCN 61JE3 y C B PACING AT NON -LOAD BRG. T MXTEEIOR WALL DETAIL 2X6Ht,IDR4L RAIL CAP AF,OVE THAT I-FEET- S r-RA5FADUTY CODE 2X2 BALI, 15TER---- D<',2 C, FIR EKIRTBOAIRD 4, X DEC. U300D RAtL ELITE K ' 1X12C- FIR I, [ RTBSTAIRCONSTR. PAST WALL I L S p' AI R R A T A I R R A I L S ENGINEERING W: (e 73 77- 477 w— RtT 5P s, FL 127'. DETAIL @ HANDRAIL r U) C) -j 0 F- 0 U) F- F- a_ IL 00 J F- F- w w 0 n ter- Fos Lo cy") J w A 0 LLI d— by- d.— design d— k d by, awn date: Sheet_ S3 2 0 rim= AREz<Ev°.-N%'E%?. AND s p TO SF Lcu,11 ; V3L C t.i'i, r --cam:. is r ': a t ,E BUILDING ra .F e i a t 3s 33.* G A iS4 S `Y. ltv E JCS;"R 1CON m: n ww of ft A I VtbA0 P, M a C I * 1. to Vn-S4