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162 Bristol Forest Trl - BR04-00485 - SFR
PERMIT ADDRESS CONTRACTOR PHONE NUMBER PROPERTY OWNER 22;msmil"Ifff1w 13 Centex Homes 385 Douglas Ave, Ste 2000 Altamonte Spnings,£C3 14 47-661- 176 CGC 049689 NUMBER FEE E SUBDIVISION d»PERMIT. : . v » « . v «DATE PERMIT DESCRIPTION iL MIT VALU4TION fY 13 r 5-06-203 12:52PM FROM Permit r : Job Address: Description of Work: Historic District: CII Y OF SANFORD PERMIT APPLICATION Zoning: v Value of Work: S Date: P. i Permit Type: Building Electrical X Mechanical Plumbing Fire, Sprinkler/Alarm Po41 Electrical: NewServicc - #ofAMPS Addition/Alteration Change of Service TemportryPOiG Mechanical; Residential Non -Residential Roplacemew New (Duct Layout & 1~nergy GPI Required) Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Waxy Closets Plumbing Repair- Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: of Dwelling Units: —. _ Flood Zone: (FEMA form required for erect tr,an x) P+reel a, Arrsch Proofo(Owncrship & Legal Description) OwoCr.S Name & Addreas: Centex Homes 385 Douglas Ave. Suite 2000 Altamonte Springze FL 32714 __Phone. 407-661-2150 Cocicr4ctorName &Address:_ Approved Electric Co. of Florida 4874 S. Orange Ave. Orlando, FL 32806 State Liceasc.\umber; EC0002494 Phone & Fax: Fax 407-851-1226 Contact Per,wn:John Findlay_,.. Phone: 407-851-1220 Rondlno Company: lort, agc Lender: Arcltitect/ Engincer: Andros. Phone: V ax: Application is hereby made to obtain a purnic to do the work and installations as indicated. I certify that no work or installanon has commenced prt•:). ;,c issuanceorapermitandthatallworkwillbeperfom>ed to meet srandar'ds of all laws regularing construcrion in this jurisdiction. 1 understand chat a sCpardtc Permitmustbe =urcid for ELECTRICAL WORK, PLUMBING. SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,. TANKS, and All70NMTIONE:RS,ctc. OWNER'S MF DAV rT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applical,ir i,,, cr kunnF corupucdon andzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RF.SULI' INTWICE FOR IMPROV15MENTS TO YOUR PROPERTY. lF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN Al-FHkNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE.: to addition to the requirements of this permit, there may be additional restrictions applicable to this property that ma nd in the public rccors of his cuunry, and there may be additional permits required from other govemmenta) entities such as water manageme cts, slate ugencics, or fcde; l e.rncic ncceacce ot'perrnit is verification that I YAII notify the owner of the property of the Signature o( Owner/Agent Pnn( Owner/ Agent's Name S:9, r)ature of Notary -State of Florida Qw„cr/ Agent is Pcrsonall-.}>no ii to.,1c ix Prnduc;(I IL)_ QN AiTKOVEI) IlY'. L31db: Initial Date ibmat oniiacl'or/Agent . Date Charjgs Cannon _._ •._.. Print Contractor .- gcnt'S Name Date S; gnawrC ol't'n ry-$talc of`( 10_"'`—J pyra .PATRPCd/# A. F AFid AC MYCOMMISSiON* DDo13206 Contractpr/Acr-.:;s/,1(—Pcrsuriw; K wllnloqA' prFEXPIRtS;MaPch$g,1f1(Y i'ARY' 'FL tJotary5orvlaar 6, ik?ntilrr, Inns. , Initial & Uatcl (Initial ( () arc) (lit(t l Ja:; COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED 'Y CITY OF SANFORD STATEMENT NUMBER 103-75752 ` DATE: BUILDING PERMIT uUMBUUNITADDRES TRAFFIC SEC: = / SUBDIVI I PLAT BOO OWNER NAMEx __ ADDRESS: ' APPLICANT |MEx ADDRESS: LAND FEE BENEFIT RATE FEE UNIT RATE PER # & TY E TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT `OF UNITS | ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.01) R[\ADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 ] LIBRARY CO -WIDE O SCHOOLS CO -WIDE O STATEMENT --- RECEIVED BYx PLEASE PRINTPRINT NAME) dwl unit 54.00 1 $ 54.00 dwl unit 1,384.00 1 $ 1,384.00 AMOUNT DUE $ 2,285.00 8IGNATUR 1 r NOTE TOTO 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 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PER 'ONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO .APPEAL THE CALCULATIONA, OF THE ROAD, LIBRARY SYSTEM AND/OR ED IMPACT FEES MUST BE EXERCISED BY FILING A`WNITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCmPANCY THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE^PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SF ULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENi]E SANFORD. FL 32771 ` PAYMENT SHOULD BE BY CHECK OR M[UNEY 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 CONJ0@TTION WITH ISSUANCE OF A***, SINGLE FAMILY BUILDING PERMIT******************** CITY OF SANFORD PERMIT APPLICATION cv :iiti gym - Per"mit # : c'AV Date: Job Address: I& vS C.J/! (LGOr//7%(i__X/JGLCC_ Description of Work: CONSTRUCT CONCRETE BLOCK SING FAMILY DWELLING Historic District: Zoning: Value of Work: $ Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole_ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Wafer Closets Plumbing Repair — Residential o Commercial Occupancy Type: Residential t/ Commercial Industrial Total Square Footage: /J / Construction Type`. # of Stories: # of Dwelling Units: --/— Flood Zone: (FEMA form required for other than X) Parcel#: 22-19-30-502-0000— 0 30 0 (Attach Proof of Ownership& Legal Description) Owners Name & Address: CENTEX HOMES, 385 DOUGLAS AVE. , STE . #2000 , ALTAMONTE SPGS . , FL 32714 Phone: 407 — 661— 217 6 Contractor Name & Address: PATRI CK J . KNIGHT/CENTER HOMES ( SAME AS ABOVE) State License Number: CG C049689 Phone& Fax: 407-661-2176/661-4089 Contact Person: JACKIE CAINES Phone: 407-467-2643 Bonding Company: NA Address: Mortgage Lender: NA Address: Architect/ Engineer: HURRICANE ENGINEERING Phone: 407-774-9003 Address: P 0 BOX 761613, ALTAMONTE SPRINGS, FL 32716 Far: 407-774-8477 Application is hereby made 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 alllaws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and 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 LienMF 713. CT 16 2003 Signature of Owner/Agent Date Signature of Contrac r A Date PAT KNIGHT Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is _ Personally Known to Me or Produced ID _ APPLICATON APPROVED BY: 131d l/F1],—IN 3 _zoning: Initial & Date) Special Conditions: ctor/ Agent's N 1,B 2003 5tgnaturc o[r,No[aryotate_ 1 ortaa vate t Contractor/Agent is Personally Known to Ivte or Produced ID Utilities: FD: Initial & Date) ( Initial & Date) (Initial & Date) SS5 1 City of Sanford Building Division Submittal Requirements for Residential Building Permit a5o9 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). 2. Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include_ a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement- b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs, bathroom fixtures, and distances from walls. "The State of Florida requires bathroom compliance with Florida Accessibility Code. C. An elevation of all exterior walls - east, west, north, and south. Finish floor elevation height as per Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections- C. Framing plan for floor joists where conventionally framed. Plan is to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing, engineered beams for spacing openings to carry and support trusses- 9- Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: 1. Garages/Carports sq. ft. 2. Porches/Entrees 15 sq. ft. 3. Patio(s) sq. ft. 4. Conditioned Structure sq. ft. i. Total Gross Area sq. ft. 3. Three (3) sets of completed Florida Energy Code Forms. 4. Soil analysis and/or soil compaction report. Ifsoils 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 se\ver system connection to be made. b. Septic tank permit issued by Seminole County Health Dept- C. Arbor permit when trees to be removed from property. Contact the Engineering Dept. for details regarding the arbor ordinance and permit. d. Seminole County Road Impact fee statement- C. Property ownership verification. f. Driveway permit issued by City Engineering Department. 6. Application to be completed thoroughly and signatures provided by a Licensed and insured contractor and property owner. If electrical, mechanical, or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under city ordinances. Date OCT 15 2003 Okvner/Agent Signature Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL I'._ 4 Ciy L t,. county r 11o1 K. First St Sanford fl.32771 4071YbS-7;f1( 2004 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 0 Parcel Id: 22-19-30-502-0000-0380 Tax District: S3-SANFORD WATERFRONT REDVDST Depreciated Bldg Value: $0 Owner: CENTEX HOMES Exemptions: Depreciated EXFT Value: $0 Address: 385 DOUGLAS AVE STE 2000 Land Value (Market): $13,680 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0 Property Address: 162 BRISTOL FOREST TRL SANFORD 32771 Just/Market Value: $13,680 Subdivision Name: PRESERVE AT LAKE MONROE Assessed Value (SOH): $13,680 Dor: 00-VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $13,680 SALES 2003 VALUE SUMMARY Deed Date Book Page Amount Vacllmp 2003 Tax Bill Amount: $285 Find Comparable Sales within this Subdivision 2003 Taxable Value: $13,680 LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 38 PRESERVE AT LAKE MONROE PB 62 PGS 12 - 15 LOT 0 0 1.000 13,680.00 $13,680 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.orglplslweblre_web.seminole_county_title?PARCEL=2219305020000O380&coparcel=22-19-30-502-0000-03 10/10/2003 CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661 -4089 www.centex-orlando.com TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for JacX.ie 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 g COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this OCT 2 8 2003 by Patrick J . Knight, Division President of Centex Homes - Orlando). He is personally known to. me and did not take an oath. KIMBERLY A. BROWNANO,TA Y PUB I C ==q. MY COMP 4ISSION g DD 098590EXPIRES: March 29, 2004 3onded Thru Notary Public U"dervrtiters E e T._4. SH-25j SH-25 22/ -24)+22/ ZI) EGRESS EGRESS _ _ 1-R T B nry'------------ I b tt i1 II BRAT CL4 m 11 CARPEL RR i! II BEDRM 03 BEDRM "2 w RAT Cm i1 WRAT CL& - I L- CARITT RR V68° CARPET RR IR' WIC.16 2 rc 8'-111/1' _ 2'-0" 3'-2" ]'-II I2' 3'- ' l OPT. A41TTMV bOB9 BI- 7668 7668 IXb S A WE L. 2840 ACCWt_I BAT B' RAT CL VNTL7668b4'_5 V2" CUT WALLL TO vAN C - FU CUT WALL 0 FOR TUB RAIN 0 i - 3'-II' 3'-9' IVA 1/2' 4' TO 3'-0' FORTUBDRAW 2668 Er- I-R T6 7W NOTE: AIR HANDLER TO HAVE 9 0 el-FOL -= MIN. OF 4" CLEARANCE ON 9 9 ALL SIDES AND ENCLOSURE SPACE SHALL BE MIN. 12" C WIDER THAN APPLIANCE 0 BEDRM "4 MASTER BEDRNOPT. GAMERM B' FLAT aG B' RAT CLa CARPET FLR CAFM R_R 15'-3 112° 3'-2" 20'-4 1/1' C 04 W' 7X4 EGRESS WD. COL. io sF1-zs 4X6 W. COL SH-25 SH-25OBL-25 (+22/ -24) 0 22/ -24) A22/ -29) e21/ -28) - T, L EGRESS v 2'-10" T-10" 6'-8" T-4" 12'-4" 40'-0" Pi.A REVIEWEDC!i`6 Of SdP9F R SCALE = li = I'-0" 2nd FLOOR ELAN SCALE = lii"= I'-0" NOTE: EXTERIOR WALLS WERE VERIFIED SUFFICIENT -FOR SPEAR LOADS ALL 5TRUCTURAL WOOD HEADERS TO BE DOUBLE 2' X 10" UNLESS NOTED OTHER111I5E NOTE: ALL INTERIOR WALLS TO BE 3 I/2" NOTE: LEGENDUNLESSOTHERWISENOTED. SEE FOUNDATION PLAN FOR NOTE: ELEVATION "A" SHOW FILLED CELL LOCATION. 8'-0" AFF. BRCS. WALL r DWFIE 6-0 X 6-8 SG 21/ -23) JFA AT OPT. FP. 36' FIREPLACE RATIEARMtL41mPRvOVIDE OUTSIDE KITCHEN o NOOKta A O B' RAT CL& V FLAT CLG. i WB,DDD RR RR0VENT. STACKDRYERLAUNDRY. 1 m W FLAT CLC. j• rc. 1 o 0-, VNYL RR iM d IS6B 0 I i I i i WL BR5. WALL OPE) " 2-CAR GARAGE RM I I FLADININGBCOWCQVCFLLRR V RAT CLa CARPET RR I i 1 0 I I It-16'-108 1'-T3° 3' 2 20'-0 3/5" mLITm fV N O V Q N 0" HKaI! STOP WA L BRG. WALL 0 BRG. WALL I 1I b LIVING RM a B' RAT CLG. I CA{8ET RR I s 8 16' X l' O.H.D. (+19/ -23) , I HB FFECAST 4 LNTEL W (I! 5PANEL I/ -23) T- ml o e o I o STAIR INFORMATION p HEIGHT: 9'-4' o LENGHT: II'-8" RISERS: 15 18 l 1/2" EACHA — TREAD.: 14 p 10' EACH 2501.STAIR RUN DETAILON51-ALEt N.T.5. NOTE: SEE STAIR DETAIL IN STRUCTURAL SHEETS FOR ADDITIONAL CONSTRUCTION INFORMATION.) as E Y9 V 89a• nsi L.L FaE W/ 8:= gq€_ D FiS,b pL Y N 11iHaE 5G2_ FT. CALCULATION5 Ist FLOOR 1062 2nd FLOOR 1441 h TOTAL LIVING AREA 250'3 LANAI 0 ENTRY 15 OTHER 0 GAP -AGE 421 >a TOTAL AREA UNDER ROOF 2951 PATIO "i .., .._-_:: c ' : ;::::: - 40 E' I 8-1. isions: by . o la" designed by. N I drawn by, dmw design checked by. aww date: 01-22-01 sheet: I A2 of: I 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 MARYNK MOM CLERK OF CIRCUIT COURT 9BIN&E CM4TY BK 05063 PG 1345. CLERK'S # 2003186533 RECORDED 10/1612M Ils56:2 RECfiROIM FEES 6.00 RECt3RIR:D BY T O' Kel ley THE UN13ERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice ofCommencement. 1. Description ofProperty: LOT 3PRESERVE 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. Contractor: CENTEX HOMES 385 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 Phone: ( 407) 661-2150 Fax: (407) 661-4089 5. Surety: N/A Amount of Bond: N/A 6. Lender: N/A 7. Persons within the State of Floridadesignated by Owner upon whom notices or other documents may be served as provided by Section 713.12 (1) (a) 7., Florida Statutes: CONTROLLER Phone: ( 401) 661-2150 Fax: (407) 661-4089 8. In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: NONE 9. Expiration date of Notice of Commencement (the expiration is date is 1 year from the date of recording unless a different date is specified) Debra A. Riggs OFFICE MANAGER FOR CENTEX HOMES, 385 DOUGLAS AVENUE SUITE 2000, ALTAMONTE SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS OCT 15 2003 act t ILL) COPI MARYANNE MOP*6EMERK OFF CIRCUIT CQUITt SEMINQLE COUNJ%Fif BY DEBRA A . RIGGS., OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION W4 272E HOLDING CORPORATION, A NEVADA CORPORATION, DEBRA A. RIGGS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE ANP7. i' 4 PUBLIC N1I E CAIpMNM000NN DEPUTY EIERF( JACKIE AlNES r Canng Ems malmIOCT ft, i a FsmswunNFrbii iNoterw#C,. r: Permit # : O / ps-- Job Address: L-k Description of Work: Historic District: Permit Type: Building Electrical Electrical: New Service - # ofAMPS Mechanical: Residential Non -Residential Mechanical Plumbing _V Fire Sprinkler/Alarm Pool Addition/Alteration Change ofService Temporary Pole Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets 3 Plumbing Repair - Residential or Commercial Occupancy Type: Residential _-V—" Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: / I (Attach Proof of Ownership & Legal Description) Owners Name & Address: n C+ Phone: f Contractor Name & Address: t r K-1 ,1LA i 1 Y , 5-L 41 j "fray 2_7Z State icense Number: _ , / 9Phone & Fax: yv7 f' 8 —% 2 Fcrso-_ Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information isaccurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements ofthis permit, there may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies Acceptance of permit is verification that I will notify the owner ofthe property ofthe requirements ofFlorida Lien Law, FS 713. r_ o t M NN o. 44SignatureofOwner/Agent Date Signature of Contractor/t Datev o U Ems- 6 U % wU.E'.r g vi -o p'o 0 Print Owner/Agent's Name 0 mPrioeee QSignatureofNotary -State of Florida Date Signait ota -Sta lori DatGG bti, If 'a= Owner/Agent is _ Personally Known to Me or Contractor/Agent is P rsonally Known to Me orProducedIDProducedIDZT/'L?J Z(=3J C16 APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Initial & Date) Utilities: FD: initial & Date) (Initial & Date) r— POWER OF ATTORNEY Date: 1Z _ I '63 I, do hereby authorize T-j bird A k-w -.(mod to pull the P (Lk"-" Permit for 16 Z Bf-15&54 Pc ('eS type of permit address Signature T. S. SLONES MY COMMISSION # DID 152189 EXPIRES: November 30, 2006 cNotary ~ Pf n Bonded rnruNon Pubkundwwttt M Personally known o_m- r drivers license # State of Florida, County of GJ20 - on day of C- C . , 200.,3r J CM SIT $ii3ali JIi'ttil I FF7.rrtiTifil Jott PJeu,svPt zt OF Wc,_ k4 Himsitil,* Fe:r-rtait Types Ditflldi.`iElee cal 3eslk ii 1 Piumb-itng Fie SpirMer/AlUa -ol 3eOaie t3: New 5eirv=ee o,r 3 dslitio /A3te ^ sst Cha o: Szrwt T cmp,o.;v Po1c sMkthsiftk2 ' lit side trial Noy -Res deritiai- i4 (D cl La o tt ? e Cal r l e utr ) 1`aeIti i it Noy r. Pittnbli v1 Novo C:e+re Meteiiil' # oi'Fiatjre-. z o: Walet ON Scabez Lints 6f Ga-, Li,ies Flumblipol eir Resldenti2l: "' of Ws vk closetsPlcuMblur- Mvikir- Resideritial or Co-srmie`weiatOegttpdncy Type: Residential Commercial Industrial 'F©taI 51Mate F'oot2g.s: Catist( rtaetiaa Tyne: = of Stories: P of Dwelliq tlaits: P'iood7Ate: (FEIYIA lorry a pint eel f r of h.:i'ti ar. wy Parcel #: O- oners Name & Address: Contractor name c&"A Phone g Fax: Bonding Company: Address. Mortgage Lender: - Address Architect/ Engineer Attach Proof of Ownership A Legal Description) Phone: License ': ember 'um- P. ! Phone: Addresst Appti' ca.tion is hereby .made w 6biain ape r, t to do the work and installations as indicated. I certify that no work or installation has con-umew W prior to (he issuanceof2permitandthatallworkvvillbep-t{ormed to :mot standards of all laves regulating. cons: ucaon in this jurisdiction. I understand that a separate permit musi be secured for ELECTRICAL WORM, PLUMB t-iG, SIGNS, WELLS, POOLS, FURiNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, etc. OWNER' S-AFFIDAVt S : I certif`jthat all of the foregoing infonrrr?tion is accurate and that 211 *0-,k gill be done in compliance with all'apphcatl(: )xwc rr f,tdxung consbnietionandzoning. WARNNG TO OWNERC YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT IW-Y RESULT: 51,1Y0I n : )'/i"NIG TWICE FOR INIPROVENENTS TO YOUR PROPERTY. Et- YOU INTEND TO OS TAl1i FINANCING, CONSULT WTN YOUR LENDER OR A) ATTORNEY BEFORE RECORDING FOUR NOTICE, OF COMMENCEMENT. NOTICE. In addition to the requirements of this permit, there tmay be- additional restrictions applicable io -his property that may be found in the public records of hiscounty, and there may be additional pem is required from other governmental entibes such as water, a agement districts, state agencies, of fodc:a aJ agencies. Acceptance of permit is verification that i %gill notify the owner of the property of the requirements of Florida Lien Law, FS 713. IQC>foY SignatureofOwner/Agent Date Signature of Connctor/Agent D to Print Owner/ Agent's Name Print Contractor .Aeent's Name Signature of Notary -State. of Florida Date Signature!of 1\0_ State of Florida .— Ntl yuAC TURNER tl COMMISSION # DD 212893 j EXPIRES: June14 2007 g s r 6c Ted Tb.ru Notarypublic Undcnwiters Otriier/AentisPersonal], no n to ,Me or Contractor/Ae;-.::> Pusonai _ hnosvnato,Mt or,., IPiodueed iD — Product-,: ;J I f 11111LI( Al ION APPROVED BY: Bldg: Zoning: I a:,._:,-;, FD: __ l nma) & Date) (Initial & Date) (Initial d Date) (livual & Dat: aP cial C undnions, r i 1 s CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 162 BRISTOL FOREST TR which permit 04-00000485 has heretofore been issued has been completed according to plans and specifications office of the Building ff' ialhrior--to-the issuance of permit, to wit as complies building, plumbing, el ctrical, ing and subdivision ordinances of the City of Sanfor and with the provisi regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes DATE APPROV DATE BUILDING: FIRE: Finaled Inspected ZONING: Inspected UTILITIES: Water Lines In-t c+-04 Meter Set Reclaimed Water ENGINEERING: Drainage 1_ &OkA Maintenance Bond PUBLIC WORKS: Street Name Signs -ks -0 Storm Sewer Street Work DESCRIPTION Z Sewer fh Lines In Sewer Tap 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 Street Paved Street Lights Driveway PRRR PATIO DATE AMOUNT 12/30/03 10.00 12/09/03 10.00 1/21/04 10.00 12/16/03 10.00 12/09/03 10.00 12/09/03 59.27 12/09/03 54.'00 12/09/03 279.61 for on 12/09/03 filed in the said building with all the regulations ons of these RM APPROVAL PAGE CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 162 BRISTOL FOREST TR for which permit 04-00000485 has heretofore been issued on 12/09/03 has been completed according to plans and specifications filed in the office of the Buiing Off ial ri to the issuance of said building permit, to wit as r complies with all the building, plumbing, el ctrical, oning 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 12/09/03 91.93 01-RADON GAS TAX FEE 12/09/03 14.95 01-ROAD IMPACT FEES 12/09/03 847.00 01-RECOVERY FD/CERT. PGM. 12/09/03 14.96 01-SCHOOL IMPACT FEE 12/09/03 1384.00 WD IMPACT:SINGLE FAMILY 12/09/03 650.00 SD IMPACT:SINGLE FAMILY 12/09/03 1700.00 OWNER BUILDING 0 AL / DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** 115, DATE: 3/12/04 PERMIT #: 04-485 ADDRESS: -1-75 BRISTOL FOREST TRAIL PRESERVE AT LAKE MONROE CONTRACTOR: CENTEX HOMES, PRONE #: GREG 407-466-8067 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. ngineering . D A- - 9.,5w601'7 Fire N/A Public Works Zoning N/A Utilities ' Licensing N/A a a CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCAT'E OF OCCUPANCY rM REQUEST FOR FINAL INSPECTION(y ,n SINGLE FAMILY RESIDENCE**** DATE: 3/12/04 PERMIT #: 04-485 IG 2 ADDRESS:-44-75`BRISTOL FOREST 'TRAIL PRESERVE AT LAKE MONROE CONTRACTOR: PRONE #: CENTEX DOMES GREG 407-466-8067 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire N/A ublicWorks Zoning N/A Utilities Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) i 1. f CERTIFCATE OF OCCUPA ' REQUEST FOR FINAL INSPE - ' SINGLE FAMILY RESIDENC* DATE: 3/12/04 PERMIT #: 04-485 _ ADDRESS: -1;7S:BRISTOL FOREST JRAII.,p a za PRESERVE AT LADE 1 Oi1R4 -u CONTRACTOR: CENTEX HOMES a a uCrr U PHONE #: GREG 407-466-8067 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. Enginee- Public tilities Fire N/A Zoning . , N/A Licensing N/A CONDITIONS: (TO BE COMPLETED 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 162 BRISTOL FOREST TRAIL CITY STATE ZIP CODE SANFORD FIL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 38, 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): N' or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME I R.ORIDTESEMINOLECOUNTY120294SEMINOLE B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AD, use depth offloading) 1202940035 E 4/17195 4/17/95 X N/IA B10, Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile ® FIRM Community Determined Other (Describe): . B11. Indicate the elevation datum used for the BFE in 139: ® 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. Ifno diagram accurately represents the building, provide asketch orphotograph.) C3. Elevations — Zones AlA30, AE, AH, A (with BFE), VE, V1430, V (with BFE), Al ARIA, ARIAE, ARIA1-A30, ARIAH, ARIAO Complete Items C3.-a i below acoording to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD'29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? El Yes ® No o a) Top of bottom floor (including basement or endosure) 14. 4 ft(m) o b) Top of next higher floc 24, 0 ft.(m) o c) Bottom of lowest horizontal structural member (Vzones only) WA . 0 o d) Attached garage (top of slab) 14. 2 ft(m) o 1 o e) Lowest elevation of machinery and/or equipment W servidng the building (Describe in a Comments area) 13.8 Tito) o f) Lowest adjacent (finished) grade (LAG) 11.3 ft.(m) m o g) Highest adjacent (finished) grade (HAG) 14. 0 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area ofall permanent openings (flood vents) in C3.h 0 sq. in. (sq. crn) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized 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. SOUTY ST Eqf,hTE.1 ORLANDO FL 32803 SIGNATURE DATE 3I16104 TELEPHONE 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, Unh Suite, andtorBldg. No.) OR P.O. ROUTE AND BOXNO. Policy Number 162 BRISTOL FOREST TRAIL CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32771 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here ifattachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FORZONE AO AND ZONE A (WITHOUT BFE) For ZoneAO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting informationfor a LOMA or LOMR-F, Section C must becompleted. E1. Building Diagram Number -(Select the building diagram most similar to the building forwhich this certificate is beingcompleted -see pages6 and 7. If no diagram accurately represents the building, provide a sketch orphotograph.) 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.(c m) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top ofthe platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(crm) 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 mustcertify 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 FEMAAssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and Eare coned to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP SIGNATURE DATE TELEPHONE COMMENTS Check here ifattachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the oommunityls floodplain management ordinance can complete Sections A, B, C (or E), and G ofthis Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that 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 AO. G3. The following information (Items G4-G9) is provided forcommunity floodplain management purposes. PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCE10CCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth offlooding atthe building site is: _. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions r i PLODPLAN DESCRIPTION: ( AS FURNISHED) LOT 38, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES '12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA O 12 O. ,. A= 90'00 00 ; ` Q A=19'00' 50" 0= 35'31 45 L= 39.27' L=58.07' L=15.50' R= 25.00' he R=175.00' R=25.00' CB= N09*23 11 W o CB=N45'07 14 E CB=N72'23 31 E C= 35.36' C=57.81' C=15.26' LOT 39 30' X FF ' 1 1 „ 0) . GRAPHIC SCALE ,11Pi O S54 23 1 1 E - 11. 5 52.39' - --- I OI1Z nit n 4N Z LOT 38 ' 1 1 m w / 8,055 SOFT. t in O / O O.:" Q , NID p U w ' a Y .`0 Y 1 Z Q 3 i 60 O g0' LOT 37 W 40. 0' n -o Jo w NryNamTwoSTORY i a w 3 0 I -CONCRETE BLOCK G - z L,4 i & WOOD FRAME O--- RESIDENCE o FINISHFLOORQ (o - 0 nEIEVATI0N= 14.37 n w Imo- XI ¢ Ln 1i71'7 iCOVERED N ENTRY Ia - I C r , 20 7'' - r7 a 5.6' 8.0' WALK IS Z 23.0, 12 3 2.6' I (n 0.2' OFF p •`: 0.7 _ CONCRETET. I FND 1 / 2" IRON R D. - . DRIVEWAY: I NO ID. ( 12/11 /03 11 3 C/W f n j W w a; N ____ 2J-- v10' UTILITY EASEMENT ry, Z .. 4 .$/ W.:`,•,`. ;.: +; WALK IS - - oi`OF; N54'23'11"W 0.1' OFF I U . 46.07. ja S35'36'49"W - 1,.-25. 00' - CERTIFIED TO AND FOR THE Q` ,, _ 50.00' _ 381.07' _ _ 9% CENTERLINE OFT S54'23'11"E 431.07' EXCLUSIVE USEOF: RIGHT-OF-WAY COMMERCE TITLE COMPANY BRISTOL FOREST TRAIL COMMERCE TITLEINSURANCECOMPANYCTXMORTGAGE COMPANY, LLC - - 50':RIGHT-OF-WAY NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE NOTE: THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY LEGEND INCONSISTENCIES HAVEBEENNOTEDONTHESURVEY, IF ANY. BUILDING SETBACK.LINE FND NAIL AND DISC CENTERLINE LB # 68 (03/10/04) 2. PROPERTY CORNERS SHOWN HEREON WERE RIGHT OF WAY LINE FND 1/2" IRON ROD AND CAP SET/FOUND ON 03-10-04, UNLESS OTHERWISE 4 . EXISTING ELEVATION - . U3 g6393 (03/110/04) SHOWN.- CNA CORNER NOT ACCESSIBLE - CONCRETE A ' DENOTES DELTA ANGLE 3. THE SURVEYOR HAS NOT ABSTRACTED THE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LS LAND SURVEYOR C.B. DENOTES CHORD BEARING WAY, RESTRICTIONS OF RECORD WHICH MAY PRIM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE AFFECT THE TITLE OR USE OF THELAND. PCP P) PERMANENT CONTROL POINT PI DENOTES. POINT OF INTERSECTION PER PLAT.. - PRC DENOTES POINT OF.REVERSE CURVATURE M) MEASURED PT DENOTES POINT OF TANGENCY 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN FND FOUND TYP TYPICAL A/C AIR CONDITIONER. LOCATED EXCEPTASSHOWN. C/W -,CONCRETE S/W WALK SIDEWALK - CBW CONCRETE BLOCK WALL - CP CONCRETE PAD RP RADIUS POINT - 5. NOT VALID WITHOUT THE SIGNATURE AND THE CS CONCRETE, SLAB CHU OVERHEAD UTILITY LINE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED C PK CHORD LENGTH ID IDENTIFICATION - PARKER KALON POL . POINT ON LINE SURVEYOR AND MAPPER. R RADIUS PCC POINT of COMPOUND CURVE POC POINT OF CURVE I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL I HEREBY CERTIFY, THAT THIS BOUNDARY NO 120294 0035 E DATED 4/17/95 AND FOUND ' SURVEY, SUBJECT TO THE SURVEYOR'S NOTES THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X,yf,,.' CONTAINED HEREON MEETS THE APPLICABLE AREA OUTSIDE 100 YEAR FLOOD PLAIN. T i. MINIMUM TECHNICAL STANDARDS" SET FORTH ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BY THE FLORIDA BOARD OF PROFESSIONAL' VERTICAL CONTROL As FURNISHED. SURVEYORS AND MAPPERS IN CHAPTER k' m61G17-6, FLORIDA ADMINISTRATIVE CODE BEARINGS SHOWN HEREON ARE BASED ON PURSUANT TO CHAPTER 472.027, FLORIDA THE NORTHEASTERLY LINE OF LOT 38 STATUTES..' BEING N54' 23'11"W PER PLAT FIELD DATE:) 12-11-03 REVISED: SCALE:-'" = 30 FEET APPROVED BY: SJ FINAL 03-10-04/CC ASM39652 FORMBOARD 12-17-03 CKB JOB NO.. PLOT PLAN 10-31-03 SDO DRAWN BY: LOT FIT 01-13-03 CKB - ORLANDO, FLORIDA 32801 (407) 426-7979 1 A 5.15 -o4 r FOR jv nTHE1FIRMUCATELLO JR. PSM#492 DATE PLOT PLAN PESGRIP,TION:.', (AS FURNISHED) LOT 38 PRESERVE AT LAKE.MONROE; LOT 38 CONTAINS 8055 SQUARE FEET t LOT ONLY) THIS STRUCTURE CONTAINS 1503 SQUARE FEET t TOTAL CONCRETE 540 (WITHIN LOT ONLY) SQ. FT. t TOTAL SOD 6012 SQ. FT, t PERCENT OF CONCRETE & STRUCTURE TO LOT 25% t LEGEND BUILDING SETBACK LINE MI W MINIMUM LOT WIDTH I POO POINT ON BOUNDARY - SQUARE FOOTAGE (UP 'TO CURB) CENTERLINE PCC POINT OF COMPOUND CURVATURE LOT 38 UP TO CURB CONTAINS 10,166 SQUARE FEET THIS STRUCTURE CONTAINS 1503 SQUARE FEET t. CONCRETE 1421 SQ. FT. t INCLUDING (SIDEWALK/APRON) TOTAL 'SOD 7242 SQ. FT. t RIGHT, OF WAY LINE POC POINT ON CURVE 0Y-)X PROPOSED ELEVATION, '.OR OFFICIAL RECORD. I PD PLANNED DEVELOPMENT II PROPOSED DRAINAGE.FLOW ;DENOTES DELTA ANGLE I CONCRETE L DENOTES ARC LENGTH C. B.DENOTES CHORD BEARING LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE . LS LAND SURVEYOR - - PRM PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES PERMANENT REFERENCE MONUMENT PCP PT DENOTES POINT OF TANGENCY ONLY, THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PERMANENT CONTROL POINT P) PER TYP TYPICAL CONDITIONERTHEPROPOSEDHOUSE. REFER TO HOUSE PLAN AND OPTION PLAT M) MEASURED A/C AIR CBW CONCRETE BLOCK WALL LIST FOR CONSTRUCTION. FND FOUND RP RADIUS POINT ALL BUILDING SET BACK LINES SHOWN HEREON IS'PER DATA C/W CONCRETE WALK S/W SIDEWALK CS CONCRETE SLAB FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES CP CONCRETE PAD G CHORD LENGTH I ONLY. - - - THIS IS NOT' A SURVEY P8 PLAT BOOK - R RADIUS. SQ. FT. SQUARE FEET NG° NATURAL GRADE THISIS A PLOT PLAN ONLY PGS PAGES - R/W RIGHT -OF WAY - I HAVE EXAMINED THE COMMUNITY PANEL 1. THE SURVEYOR HAS NOT ABSTRACTED THE D 4:'' NO 120294 0035 E DATED /17/95 AND FOUND LAND SHOWN HEREON FOR EASEMENTS, RIGHT THE SUBJECT PROPERTY APPEARS" TO LIE IN ZONE X, 6' OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT'THE TITLE OR USE OF THE LANDAREAOUTSIDE100YEARFLOODPLAIN. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN rr LOCATED EXCEPT AS SHOWN. 3. NOT,VALID WITHOUT -THE .SIGNATURE AND THE ORIGINAL BEARINGS SHOWN HEREON ARE BASED ON RAISED SEAL OF A FLORIDA LICENSED SURVEYOR p1 THE NORTHEASTERLY LINE OF LOT 38 as ; AND MAPPER. a BEING N54'23'11"W PER PLAT.Tr FIELD DATE:) 4 'VI-1) REVISED: omaaaza& I ` SCALE: 1" = 30'FEET APPROVED BY: Si AMERICAN SURVEYING & MAPPING JONO. ASM39652 CERTIFICATION OF AUTHORIZATION NUMBER LB(J6393 FOR 1 THE B PLAN 10=31-03 500 320 EAST SOUTH STREET, SUITE 180 FIRM DRAWN BY: LOT FIT 01-13-03 CKB ORLANDO, FLORIDA 32801 ( 407) 426-7979' ILLIAM R. MU CATELL JR: ` PS / 49 8 DATE FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2509 LMR 2? 0 Builder. CENTEX-FOX & JACOB Address: lull, BRISTOL FOREST TRAIL Permitting Office: CITY OF SANFORD City, State: LAKE MONROE, FL Permit Number: Owner: CENTEX HOMES Jurisdiction Number: 691500 Climate Zone: Central I. New construction or existing New 12. Cooling systems 2. Single family or multi -family Single family a- Central Unit Cap 42.0 kl1tu0ir 3. Number of units, ifmulti-familyI SITR 12 00 4. Number of Bedrooms 4 f). N/A 5 F; this a worst case? Yes 6- Conditioned floor area ('V) 2509 ft, c N/A 7 Glass area & type a- Clear - single pane 258.0 ft, 13 1 leatingsystems b, Clear - double pane 0 0 ft' a, Flectlic Hear Pump Cap- 42 0 klItu/tir c- Tint/other SllGC - single pane wo ft, RSPF- 8 -SO d " Pint/other SIIG(-: - double pane OJ) ft, 1). N/A 8, Floor types a, Slab -On Grade Fdge 1wmlation R 0 0, 162 O(p) ft c. N/A b- Raised Wood, Adjacent R I 1-0, 399 Oft' c- N/A 14 Plot water systems 9- Wall types a, Flectirc Resistance 50,0 gallons a. Concrete, flit Insid, Exteirol R -4 1, 802.0 (11 FIF: 0,86 t), Frame, Wood, Adjacent R 11.0, 310.0 ft' 1) N/A c. Frame, Wood, Fxteiior R= 11.0, 1116-0 fil d. NIA c, Conservation credits c- N/A HR-Fleat recovery, Solar 10 (" Cifing types F)HP-Dedicated heat pump) a Under Attic R-30.0, 1741.0 ft' I I IVACciedils b- N/A CF-Cciling fan, CV -Cross Ventilation, c. N/A fiF Whole house fan, It. Dricis a- Sup: Unc. Ref Unc, All: linci 10T Sup R 6-0, 1 M ft rVIZ-C:- Nbltizone cooling, t). N/A NIZ-11-multizone treating) Glass/ Floor Area: 0. 10 Total as -built points: 31902 PASS Totalbasepoints: 35706 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARE BY LDDATE: 0 certify t Iherebycertifythathis building, as designed, its in compliance with the Florida Energy Code- OWNER/ AGENT DATE: Review of the plans and -01E S7:4 specificationscoveredbythis0 calculation indicates compliance COO with the Florida Energy Code, 0 Before construction is completed this building will be inspected for compliance with Section 553.908 Al) FloridaStatutes. 01) WF BUILDING OFFICIAL.` "J" C DATE: . 1 1; U t, FnergyGaugc- 0 (Version: FLRCSB v3,2) 611 ihiky,14 BASEBASE AS - BUILT GLASS TYPESF18 IXConditioned18XitlXBSPMPointsXOverhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2509,0 25.78 11642.8 Single, Clear W 1,0 116.2 32-0 53.47 1 M 1705.6 Single, Clear W 1,0 14.2 10.0 53.47 1,00 532.7 Single, Clear W 1-0 18,0 40.0 5147 1-00 2132.1 Single, Clear E 1,0 162 32.0 59.31 1.00 18912 Single, Clear S 1.0 16.2 32.0 44.66 0.99 1420.6 Single, Clear E 1-0 6-2 32,0 5931 0.97 1847-8 Single, Clear W 11,0 6.2 16.0 53A7 0,97 832-9 Single, Clear W 1,0 6.2 16.0 53.47 0.97 832.9 Single, Clear E 1,0 10.2 32.0 59.31 0.99 1886.8 Single, Clear E 11.0 82 16.0 59.31 0.99 942,3 As -Built Total: 258.0 14025.1 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 310-0 070 217.0 Concrete, Int Insul, Exterior 4.1 802.0 1.18 946A Exterior 1978,0 1.90 3758.2 Frame, Wood, Adjacent 11.0 310.0 0,70 217-0 Frame, Wood, Exterior 11.0 11176-0 1-90 2234.4 Base Total: 2288.0 3975.2 As -Built Total: 2288,0 3397,8 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28-8 Adjacent Insulated 180 1,60 28.8 Exterior 20-0 4-80 96.0 Exterior Insulated 20.0 4,80 96,0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1741.0 2-13 3708.3 Under Attic 30,0 1741.0 2-13 X 1.00 3708,3 Base Total: 1741.0 3708.3 As -Built Total: 1741.0 3708.3 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 162,0(p) 31.8 5151.6 Slab-Cin-Grade Edge Insulation 0-0 162-0(p 31.90 5167-8 Raised 399,0 143 1368.6 Raised Wood, Adjacent 11,0 399.0 1.80 718.2 Base Total: 6520.2 As -Built Total: 561.0 4449,6 INFILTRATION Area X BSPM Points Area X SPM = Points 2509.0 14,31 35903.8 2509,0 14-31 35903,8 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 ADDRESS: a , , PERMIT #: AS -BUILT Summer ;M i Points: Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points EnergyGauge-Im DGA Form 60OA-2001 EnergyGauge@/FIaRES'2001 FLRGSB v3.2 FORM 60OA-2001 2 191 PERMIT #: B, B' ASE AS -BUILT GLASSTYPES 18 X Condition ed XBWPM =Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Point AB 2509. 0 5.86 2646.5 Single, Clear W 1.0 16.2 32.0 10,74 1.00 3416 Single, Clear W 1,0 14.2 10-0 10,74 1.00 107.4 Single, Clear W 1.0 118.10 40.0 10,74 1.00 429.5 Single, Clear E 1,0 16,2 32.0 9.96 1.00 319.6 Single, Clear S 1.0 16.2 32.0 7.73 1.00 246,7 Single, Clear E 1.0 6.2 32.0 9.96 1,01 321.4 Single, Clear W 1.0 6.2 16.0 10.74 1.00 1172.2 Single, Clear W 1.0 6.2 16-0 10,74 1.00 172.2 Single, Clear E 1.0 10,2 32-0 9-96 1,00 320.0 Single, Clear E 1.0 82 16-0 9,96 1.00 160.1 As -Built Total: 258.0 2592.7 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 310- 0 1-80 558,0 Concrete, Int Insul, Exterior 4A 802.0 3.31 2650.6 Exterior 1978. 0 2.00 3956-0 Frame, Wood, Adjacent 11.0 310.0 1.80 558.0 Frame, Wood, Exterior 11.0 1176.0 2.00 2352.0 Base Total: 2288.0 4514.0 As -Built Total: 2288,0 5560,6 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18. 0 4.00 72,0 Adjacent Insulated 18.0 4-00 72.0 Exterior 20- 0 5,10 102.0 Exterior Insulated Mr) 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCIVI = Points Under Attic 1741.0 0,64 1114-2 Under Attic 30.0 1741.0 0.64 X 1.00 11142 Base Total: 1741.0 1114.2 As -Built Total: 1741,0 1114.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 162- 0(p) 1.9 307.8 Slab -On -Grade Edge Insulation 0.0 162,0(p 2.50 405.0 Raised 399- 0 0.20 79.8 Raised Wood, Adjacent 11.0 399-0 1.80 7182 Base Total: 387.6 As -Built Total: 561.0 11212 INFILTRATION Area X BWPM Points Area X WPM = Points 2509.0 028 702,5 2509,0 0.28 702.5 EnergyGauge@ DCA Form 600A-2001 EnergyGauge@/FlaRES'2001 FLRCSO v3.2 A r r rP mom r r• it A4J L11\7, P e P L RIYII 1 91'. M A r Winter Base Points: 7358.6 Winter As -Built Points: 9862.2 Total Winter X System Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points EnergyGaugeTm DCA Farm 600A-2001 EnergyGaugeWlaRES'2001 FLRCS6 v3.2 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564M 10256-0 WO 0.86 4 1 M 2623.63 1.00 10494.5 As -Built Total: 104945 CODE COMPLIANCE STATUS TIM Cooling + Heating + Hot Water Total Cooling + Heating + Hot Water Total Points Points Points Points Points Points Points Points 20833 4617 10256 35706 EnergyGaUgeTll DGA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code ComplianceChecklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.E ABC.1.1 Maximum-.3 cfm/sq tt. window area; .5 cfmisq_ft. door area. Exterior & Adjacent Walls 606A.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends fromnd is sealed to the foundation to the tomplate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the parameter, penetrations and seams. Ceilings 606.1.ABC,1.2.3 Between walls & ceilings,- penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access- EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter _Mpenetrations and seams. _ — Recessed Lighting Fixtures 606.1_ABC,1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IG rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space tested. Multi -story Mouses 606.1 ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1-ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. d.1:iilllif+7.i9Lir'F.'Sl9:ilrn ii\J.7r 11.7.;.lf l':i+.illlrt?+7i'T i'iTs' R + a [miil cititYt.3ii i COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6 12. Switch or clearly marked circuit breaker (electric) or cutoff (gad must be provided External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Eras spa & pool heaters must have a minimum thermal efficiency of 78%. Shov_ver_heads _ 612 1 Water flow must be restricted to no more than 2 5allons per minute at 80 PSIG Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation- HVAC Controls _ 607 1 Separate readilyaccessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min, R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeT',' DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3,2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.3 The higher the score, the more efficient the home. 1- New construction or existing New 12_ Cooling systems 2. Single family ormulti-fanuly Single family a. Central Unit Cap: 42.0 klittditr 3- Number of units, if nmlti-family 1 SEER: 12.00 4- Number of Bedrooms 4 b_ N/A 5. Is this a worst case? Yes 6. Conditioned floor area (fill 2509 W c- N/A 7. 61ass area & type a. Clear - single pane 258.0 W 13_ Heating systems b_ Clear - double pane 0.0 ft2 a. Electric Heat Pump Cap: 42.0 kl3tu/hr c_ Tint/other SHGC - single pane 0.0 t, HSPF: 8.50 --- d- Tint/other SIiGC - double pane 001,14 b- N/A 8- Floor types a. Slab OnGradeEdge Insulation R 0.0, 162.0(p) ft c. N/A b_ Raised Wood, Adjacent R = I 1.0, 399.0W c. N/A 14. Not water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Fxterior R=4.I, 802.0 fit' 1iF: 0.86 b. Frame, Wood, Adjacent R=I 1.0, 310.0 ft' b- N/A c_ Frame, Wood, Exterior W, 1_0, It 76.0 141 d. N/A c. Conservation credits e. N/A FIR -Beat recovery, Solar 10. (' citing types D%IP-Dedicated }neat pump) a. Under Attie R=30.0, 1741.0 ft' 15. HVAC credits b- N/A CF-Ceiling fan, CV -Cross Ventilation, c. N/A IIF-Whole house tin, Il. Ducts PT-Programnnable'Fhernnostat, a- Sup: Unc_ Ret: Unc. All: Interior Sup. R=6.0, 1.0 It RB-Attic radiant barrier, b. N/A MZ-C-Maltizone cooling, MZ- 11-Multizone heating) I certify that this home has complied with the Florida F;nergy Efficiency Code For Building Cotnsttuction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new FIT Display Card will be completed pHESTgpct based on uastallcd Code compliant features. fi Builder Signature: Date:j " b W o Address of New Home: 1<P.2__€3RIST0L FOREST TR. ity/FLZip: _ SAKE M0NROE/3?7,47 I) WE NOTE: The home's estimated energy performance score is only available through the FGA/RES computer program. This is not a Building Energy Rating. if your scoreis 80 or greater (or 86 for aUS EPA/ )OL,' GnergySlarT'designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge. Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www fsec_ucfedu forinformation and a list of certified Raters_ For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairsat 850148 7 -1824, EnergyGauge(O ( Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 828.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For. CENTB(-FGX & JAJDOBS Weather: Oflando—AP, FL, US Winter Design Conditions Outside db 38 'F Inside Ella 70 'F Design TD 32 'F Heating Summary Building heat loss 36350 Btuh Ventilation air 0 cfm Ventilation air less 0 Btuh DesKgi i he --A bad Btuh Infiltration Metiod Simplified Construction quality Average Fireplaces 0 Heat' Coaling Area (ft) 2W OOM Volume (ft) 20072 20072 Air than ur 010 0.40 Equiv. AV((cvftln) 234 134 Heating Equipment Summary We YNTROL Trade Oulside db 93 'F Inside db 75 'F Dcr TD 18 'F Dal range M Relative huff0fty 50 % Moisture difference 43 grAb EM33MMEM Structure 29386 Btuh Ventilation 1485 Btuh Design temperature swirg 3,0 'F Use rafg. data n RateJsv*g multiplier 0.98 Total seas, equip- load 30253 Btuh Latent Cooling Equipment Load Sizing Internal gains 1380 Btuh Ventilation 2212 Btuh Infiltration 3946 Btuh Total latent equip. load 7538 Btuh TOW 37-191 Btuh Reg, Moo =capaci"tyat 0.70% SHR 3-6 ton Cooling Equipment Summary NU e WWROL Trade Efficiency 7B HSPF Efficiency 120 EER Hea" " Sensib4e ngcooli 29050 Flea" ouw 0 Btuh @ 47°F Latent coding 12450 BtuhBtuh Hea=itemp rise 0 'F Total cooling 41 5W Btuh Actual frog fan 1400 cfm Actual cooling fan 1400 cfm Heating air flow factor 0.039 cftTVBtuh Cooling air flow factor 0,048 dTVBtuti Space #xNTrK)sU Load sens"e heat talk) 80 Boldlitalic, values have been manually overridden PwItout ceitified by ACCA to rneet all requiternerits of Manual J 7th Ed. vvrij;jhtSC)ft Right -Suite Residential' 5 5 06 RSR26014 2002-Apr-03 16:42:13 CO', Effiles\ffox & Jacobs 2002\250912509.rsc Page 1 RIGHT-J CALCULATION PROCEDURES A, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28,01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 1, Winter infiltration AVF 0,70 ach x 20072 fV x 0,0167 = 234 cfm 2. Winter infiltration bad 1.1 x 234 cfm x 32 'F Winler TD = 8243 Btuh 3, Winter trifitt-ation HTM 8243 Btuh 296 W Total window = 27,8 Btuh/fF and door area 1. Summer infiltration AVF 0,40 ach x 20072 fe x 0.0167 Z Summer infiltration load 1.1 x 134 cfm x 18 'F Summer TD 3, Sumn-ler infiltration HTM 2650 Btuh 296 ftZ Total window and door area 134 cfm Btuh 9.0 Btuh/ft' Procedure C - Latent Infiltration Gain 68 x 4:3 c moist,diff. 3jr/lb x 134 cfi-n W' Btuh Procedure D - Equipment Sizing Loads I Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent Sensible load for structure (Line 19) Sum of ventilation and Structure leads Rating and temperature swing multiplier Equipment sizing load - sensible 2. Latent sizing load Latent venfilatun 0.68 x 75 cfm vent. Internal loads = 230 Btuh Infiltration load from Procedure C EquVrr"I song load - latent Ckinstrucbon Ckialily is: a 18 'F Sun -trier TD = 1485 Btuh 29386 Btuh 30871 Btuh x 0-98 30253 Btuh x 43 grAb moist.diff. 2212 Btuh x 6 people + 1380 Btuh 3946 Btuh 7538 Btuh No. of Fireplaoes is: 0 Boldlitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. vvr-i9htSC)-ft Right -Suite Residential' 5.5.06 RSR26014 2002-Apr-03 16,42:13 C(A E:\FilesXt\Fox & Jacobs 2002\2509\2509.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.MOI 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 G R R G T A A W L Z E M D G Z L 0 x y T m R R FAMILY a n w a C n 0 d 1 1 90 1.0 1,0 11,0 5.2 54.4 32D 0.0 PDR NOOK/KITCHEN a n w a C n 0 d 1 1 90 1.0 1-0 11,0 32 54-4 10,0 0,0 b n W a C n 0 d 1 1 90 1.0 1.0 ito TO 54A 40,0 0.0 LDY DINILIV/FOY a n e a G n 0 d 1 1 90 to 1.0 11,0 52 54.4 32,0 0.0 a n S a C n 0 d 1 1 90 to 1.0 ito 52 30-4 32.0 0,0 MSTR. BR a 11 e C C n 0 d 1 1 90 1-0 1.0 1.0 5.2 54A 32.0 0.0 M.BTH[WIC BDRM2 a n w C C n 0 d 1 1 90 1.0 1.0 1-0 5.2 544 16D 0.0 BDRM3 a n w C C n 0 d 1 1 90 1.0 1.0 1.0 52 54.4 16.0 OD BTH2 BDRM4lGAME RM a n e C C n 0 d 1 1 90 1.0 1'0 5.0 5.2 54.4 32.0 0.0 a n e C C n 0 d 1 1 90 1.0 to 3.0 52 54.4 16,0 0.0 vvrights"-ft Right -Suite Residential- 5 5 06 RSR26014 2002-Apr-03 16:42:13 E:kFiles\f\Fox & Jacobs 2002\250912509.rsr Page 1 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: 407) 831-2665 MAM.IN.. J: AhEd 1 Nowofre'"n Enae House FAMILY PDR N(X-)lQff(j-( N 2 d w 3230 ft 51.0 ft 4.0 ft 34.0 ft 3 F4arxaadimm s 17.0 x 15.0 ft 4.0 x 8.0 R 24.0 x 11.0 ft 4 CeilrxiS Czmk (V6011 8,0 fl hoxcool d 8-0 ft I 8.0 ft 8.0 ft TYPE CF CST HTM Area Uxad (136h) Area t rxxl Area Lc d w) Aran Load At) rglmx E- NO. Htg CRg OF) Htg CkJ fV) Hlg Clg 01) Htg Clg W) Htg Clg 5 Goss a 14B 4. 21 968 272 020 E4-ed b 13C 3_ 1_ 1 0 and c 12C 2-. 1. 1" 0 0 d OT 0 c( 0 e 0. 0,0 c 0 0.»» 0 f Of 0,0 c 0 0* 0 6 axf a 1C 37. - 218 8w 32 1183 10 370 gloss dears b 8C 37. , 1478 0 40 1478 HeotrU e 9c 38, * 0 c**0 001 0 d 0.( 0 0 e 0 0 n 0 0 7 VVab&cad Nodh 0.0 0 0*a 00 gkass doors NEM O'C 0 0 0 0 CoefixJ ErW 54 226 1M4 1741 50 272D SE)SW 0_ 0 0 0 co m, 30. 973 0 0 0 Fkxz Cr 0 0 0 0 0 8 CRherdoors a 11A Wq 12. 17 484 18 34) 2,'3 0 0 0 0 b 11A 189 12 0 0 0 0 0 0 c Q 0. 0 0 0 0 0 0 0 9 Net a 14B 4. 21 n 3696 1651 240 1106 494 222 1023 4,57 b 13C 3. 1. 31C 977 363 142 441 1613 32 101 0 0 viand c 12C 2.U 1176 3357 7A6 01 c 0 0 0 0 parblJo s d Of Of c 0 0 0 0 0 0 0 0 e Q 0_ 0 0 0 0 0 i 0. 0- 0 0 0 0 0 10 Ceiliiu)s a 16G 11 1 1741 1" 2413 0 C 0 0 0 X4 ZI Mi b 0-( Of 0 0 0 0 0 0 0 0 c 0.( Cr( c c 0 0 0 0 0 d Of O'c c Oil0 0 0 0 0 0 e 0. 0. 0 0 0 0 0 f 0. 0. 0 0 0 0 11 Floors a 22A 25 c 0, 1. 41M( 0 51 1400 0 4 104 31 a31 roan b 19G 1. 0-( 390 453 0 0 c0 0 0 XUTKA?r d 0_( 0-( 0 00 0 0 0 0 00 for 5 e 0. 0. 0 0 0 0 kx-) ( 0_( 0. 0 0 C 0 0 0 12 Infillrabon a 2L RC 295 r3g3 Aw 50 1 448 50 1302 448 13t fi 4f kxf &.+11+125 54Z3 Less wlern al ho g c 0 0 Less 6-1visber 0,«,* 0 HegRAs6brhx1 0 c 0 0 14 Duct loss 101 3306 I(YX 597 10/ 10 % 542 15 Total loss=13+14 3m 64 5 16 kit gaus: R)>Pie g :w 1F'tl0 4 1200 00 120016 1800 0 a1 12(X 17 Sr,W RSH g:7r8+12 26714 Vm 5191 Less ex In 1 aaokxJ 0 0 Less6arsI 0 Cooky] re(ft;butm 0 0 18 Dr rtgain 10,4 2X671 1m 428 Q 10 % 19 To;ARSH(v --(l7+18)*RF 1.00 100 470 1.0 41 1-0057511 iJ Arc required m) 1400 14W 49 24 by ACCA to Of Mmuaj J 7th Ed n r eeF tt c xfit Right -Suite Residential- 5-5.06 RSR26014 2002-Apr-03 16:42:13 E:\ Files\nFox & Jacobs 2002\2509\2509.rsr Page 1 DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 1 2 3 4 5 J: IIn tCt Wriedroorn of xd Rtcrndinmxm GerTrxgs C.orxiii.Opticn TlW CF CST HTM H(q Glg Cots a 4. 2.1 E>Q .A f12kCFib 3_ t w is mx c 2. 1_ Parthons d0. 0. 0. GO f 0 0. MY 6-0 ft 16.0 x 6.0 It 8.0 Arm Lcxd (BAh) its) Htg Cig H LAMM OY 64.0 ft 19.0 x 220 R 8.0 It Area- Lord (EWA) fh7 Eltg Clg 316 136 - 00 MSTRBR 40. 0 R 21. 0 x 19.0 R 8. 0 ft Area Load Pkh) it) Elk Gtg 320 <... w MBTfi m, 30. 0ft 13. 0 x 16.0 ft 0 ft Alcoa Low) fF) Eltg Cog 0 - 0 - 0 0 6 Vbixi rn6 arl a 1C 3T. fr1 32 11 0 gbss doors b 8C 37. 0 1 c 9C 38. 0 d 0. 0 e 0 0 0 0 f 0. 0 0 0 7 VvFxkm6axT North 00 C 0 00 ot0 kas gsdoors NE44W 00 0 0 0 f 0 Goc lg EAN 54A 0 1741 1741 0 0 SEISW 0. 0 0 0 0'«.. 0- 0 SoLth 30. 0 973 0 Horz 0. 0 0 0 8 30)erAxrs a 11A 18, 12- 0 0 20 378 25 0 0 b 11A 18. 12 0 0 0 0 0 0 C Q Q 0 0 0 0 0 9 Nd a 14B 4- 2.1 221 99 1346 Wl 0 rxxi b 13C 3` 1 0 1 6 428 159 0 0 12C 2P8 2 Q31 467 vitkx is d 0 0. 0 0 1 0I C 0 e 0( 0.0 0 0 0 C 0 0 0 0 0 0 f 0( 0_ 0 0 0 0 C 01 0 0 10 Ceilinus a 163 1. 1. 0 0 0 471 2( 710 2Ht3 b 0. 0. 0 0 0 0 0 d 0. 0. 0 0 0 0 1 06e 0 0 0 0 0 0 0 0 0 0 f 0. 0- 0 0 0 0 0 0 0 11 Boors a 71A 25.0. 156 0 G4 1F 3 0 0 0 0 Note: ran b 19G 1. 0. 0 0 0 453 0 0 0 fx1v Ax c ok 0- 0 0 0 0 0 0 Ls displ, d 0_ 0. 0 0 0 0 0 0 0 kx skAb e 0_( 00 0 0 0 0 0 0 ft- AS) f 0. OC 0 0 0 0 0 12 Infiltra" a 27. 9-0 0 0 84 2319 752 32 ff31 2111 0 0 0 13 Sut AAA bss=6*8_+11+12 377 8515 3m 911 Loss ex i Fea" 0 Less barter0 0 Hwtirq rertstWbo t 0 14 Dud doss 10' 1fP/ iw 10'l10 % 91 15 RkA k s =13+14 414 9367 4156 1002 16 Int. gm-6FRie @ 300 C0 1 P 1 0 0 Appl. @ lap 1 60 0 0 0 0 17 Suit" RSH gmv--7 +12+16 399 4781 3440 755 Less exi- ai cud* g 0 0 Ems trarder 0 0 0 Coakng rv& fia k-)n 0 0 0 18 Dud gain 1W4 70 10X 478 10Y 344 1p 1 7° 19 Tot f RSF1 gair(17r1$) pLF 1.(O AP 1.Cd1 TT 100 830 2) Air " Tired (can) 1 37 361 251 1 T. 1 4( Prrr kO c UW by AACCA tomeet A r ummds of Ma xd J Ah Ed. w9 11"" Vs"Ia tC Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 E\Fites\ nFox & Jacobs 2002\2509\2509.rsr Page 2 IGHT- QRKSHEET0EntireSe EL AIR HEATINGAIR CQN®ITIQNING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone_ 407) 831-2665 MMA WL J. 71) Ed 1 Nam dron BDFM BDRW BTH2 rC4W-ERA 2 Letxq) of aposed vbl 15D 0 28.0 ft 6.0 ft 420 R 3 FUm (IRTaiTS 15.0 x 17-0 ft 13.0 x 15.0 0 16.0 x 6.0 ft 16,0 x 18.0 ft 4 Ceps CaA Opfx)i 0 ll 1_eal 0 it 80 R 8.0 ft TYPECF CST HTM Artm Loaf (FAh) Arai low (BAi1) Arc., Lord (BLh) A W Lcad(Bk h) Na Htg C;Ig ft) H19 CkJ Ht9 Ckg W) Hlg Gig Ht9 cig 5 C40ss a 14B 4. 21 1 r 0». 0 E,11 b 13 3 ` 12 a0 ad C 12C 2 1.9 111 224 48».. Path- d 0. 0. 0 e 0. 0.13 00 0 f 0. 0.0 0 00 6 and a 1C 37.0 1 9?1 16 591 0 48 171 ghss doors b 8C 37.C, 0 0 C 0 0 0 R*AxJ C 9C N3: 0 0 C 00 d 0_1 0 0 0 0 0 f 0. 0 7 Wrxia s a d North a( Q 0 0 C 0 glass chars Nf MW0. 0 0 0 0 0 Ccxrng ENV 54. 1 870 1 870 48 2611 SErS1N 0. 0 0 0 0 C 0 Scxah 30. 0 0 0 00 Harz 0. 0 0 0 00 8 0(ferdom a 11A 187 12 0 0 0 0 0 0 b 11A 18.. 127 0 0 0 0 0 0 G o. Q. o a a 0 o a 9 Nd a 14B 4. 2.1 0 0 0 0 3 bi1. 0 Q 0 0 0 0 0 12C; 2.. 1a1d 3110 2M 401 138 2B8 t 0 a 0 O e a. o- a a a 0 1 0 0 f Of Of 0 a 0 0 C 0 0 10 Ceilings a 163 i'l 1 A 2% 2ED 353 lai 270 96 1al 133 3h4 342 b 0. 0- 0 0 0 0 o C 0 0A dl a qq o 0 oq a. o 0 q op 01 e a_ 0_C a Q 0 0 0 0 0 f o. 0.c 0 0 0 Q 0 0 0 a 11 Floors a 22A 25 , 0. 0 0 0 0 0 0 hole. mm b 19G 1. 0. 0 0 0 0 0 0 0 0 Q 01 0 issddispl. d 0.0 0 0 0 0 for stab e 0. 0- 0 0 0 0 fkxrs) f 0. 0. 0 0 0 0 0 12 Infibation a 2TE 9,0 1f 446 143 16 446 143 a 0 48 1337 411 13 Stbk l<1l 11+12 1 1 240 Less exk ad txz#e g 0».. 0 Less traraff 0,«, 0 Heating texts( Yx tixi 14 Duct loss101 1(, 184 1oY 2 10 % 10 15 Tdal loss = 13+14 17% 2 24 4711 16 Int. airs. Fl_ <e @ 300 0 0 0 00 Appl @ 12Q0 0 0 0 C 0 J 17 SubU RSHgaiy-748_412t161"a 1 #i Ltd mailg 0 0 Letr b- 0 Cooling re, 0 0 18 DmSgain 1a 157 101X 169 1(V 101 19 ToW RSFi ' -17+ 18) F1 F 1 CYi 172 1.00 1857 u) 1 a0 4455 20 Ai ((fn) 82 88 1 1 181 21 W mffed by ACCA to meet alTMmmerAs of Mamd J 7th Ed. N~11 11"VIV -- C>Tt Right -Suite Residential"' 5.5.06 RSR26014 2002-Apr-03 16,42:13 E:AFllesU\Fox & Jacobs 20021250912509.rsr Page 3 oli.p , %I)— I -_ I f L 4 m 00-1 m r7o, 71 11 IFAA SB(rl 1. owr4lA mrm" 44,%TVQ ON Ovma LLWACt (W7 f }WJO P A FCU5Am=WMo=Mo"( STOP WOVI.W4 sy WOR KFW.14A "TO SO) WAC4sI KT iRAINVU 10 ak W", Q4lyl rmAC4 w STU 0A, rm w?", 4=0 Awt UTC froKop WfJ4; FAk xW 34xv WN w of SKHI 11 IM- SIMC."to Sallco$ m um 1.4144wzml "40-om colmm 4= "IeLp, ROUKO V "V. ITUL 7%Cg WT&W M tof4 PER AVAP) Ac"m b fj' - \ T12cl 411 vl S= TOP40orV= S". 24w, Q. S" S, Dook CO.V. 5TmW ?"7110E r.idLY SC- rovAa- "owoa 4" 00 KT MCI' 4vwmw. sm" pu EV *m" 11-P vp JWL 1, 7two A.5.& OR TOO Ile 061. w4m V. STM vfU4oKmU' ian 4 a 04, 4QKT STU, IQ 64. S= AQLL&% ru U*X ATUVZI PIC, 005Lm4m WTVP4AQk 040-4144 STU$ AL &A. 4ax KwIm TZ uP4 JzW2 U" U-MA j (4) 1641eLau SW EWI ZU bi GMN LOAM +24.0 PSF & -24,S PSF 24 " ".V TICU TQTm ICU", 7"CXONTKEVw TmwToAL eju4ws we YcAxjTREKpt 30 00549 E14H sm TESTLOAM +X0 PSF do -37.0 PSF Kql= OF ODAtlffORO 31 TA" I w U Dc Soo I WN Nomw "DOW MA rAc Loo" Lx= 014 IN n 2,2 L= Vowza PISS ; A M= A -AA= "=W14 [PART NO.t ow SCTT,;w I, vvm-4- 1; MIA OK SI.W4 Q"*" 3ilim1~ SOME" Lov Tmntl UM Qg."y= ;= m TOLERANCES IDEAL 11-W ""04, Elcoas a . cm ofOCCA. w.,w aw am atSsrm amcbmt. Fu M. I:$ I nz'3519 DESCRIPTION: f". mMOO" UW SRST *4 16- 0x8-0; 74/-24, Q QN AL KTT04 &W KV. BY: OMM ---TDATE,' 4/1 "/ 0TSCALE; STS Owo. A' PRAWN OATE; 4/1 _SHEET I OF ICHECKEO BY: Www ATTA00 ij4o/i SMCL7 WtTALV-UW& BALUWMWWAU34me / 'S Y^ WWALOW. St" O1K-4" I ow1s3RWZAftewNema, Dw0, No.; 1021384 _T_ 2 16 Y 9 is Th#rma-T,u in -Swing Door Wood Sy -to- UAX IS' O.C. Single Positive 67.0 PSF Negative 674 P5Fupto54x8*0 w/wo Bid.. t13 Single with Sidelites Positive 60.0 PSF Negative PSF 60.0 PSF DoulJa up to 8'4 x WO -Iwo sid"d- Negative 4TO PSF l, O0,x. X0, OX0, )a, OXXDouble */.o S delitss Positive 47.0 The hood and side jornbs am hh9wiDint PO4 meosu,i qa min. 4-9116" with a ';12' rebbated stop. J116- TAPCON Trn ANCHOR ukx is- 0.a 112. DRYWALL 3/16- TAPCON I/2* DRfsAu ".-So"Ry Lwfl. FVUMMG 21r TV ZX sue-qwx 1 Y 2 FWVbMG Is RUCK J/16- TAPCONgg S— —t. 2) O IWASONRY SLOCX To Ix sue -a" 7/2' DRI#ALL ix aUCX I a' TAKON 1 Y 2 FIRR h 3 TYPE ANCHOR E= TAPCON OF' EOUAL 2-:5 LS. SKW RATT)'4) 3116- TAPCCW J/76, T4-CON AhViOR _3. AX Skill 0, 1/4 WK VERTCAL TO YX 5Vs-BLr_K 1. Tha system has been ,v"t#d for use in locations s dh*,legto the Floridd Building Code I and wha,v Pressure r*qirsmentj as dottarmind by ASC£ 7 Minimum Design Lcd. to, Sk,>idinsi and DOW Structures do not exco*d the design priasum ratings listed harain. 2, For installations wham the sub -buck a less than 1-112' (FBC section 1707.4.4 Anchorog* Adethods and xub-swations 1707,4.4.1 and 1707,4,41) Topcon type concrete anchors must be used and the length must be such that a minimum 1-1/4' "cg4rsnt of the Tc9cIxI into the masonry .,W is obtained. cl,QNsuLT..MS - 14C Th.rrroo-lfru Do— Wood I'rothoff System MAX is' O-c F, KN PRFVVIRF PAnNr,' Positive 67.0 PSF Neg.tjye 67,0 PipS4-11* Up to 5'4 x VO el-Q xid-JUs 5'nl;l O—bw up to 8'4 . Z'O -/— ;d*gt4s Single with Sidalitez Positive 60,0 Pv Negative SID.0 PSF X, Ox, X0, OX0, ,a, OXX0 double w/wo Sidefit., Positive 47,0 PSF Negative 47.0 PSF f, QLd. l The head and aide jambs ors llwl;erjoiht Pine rrwwurihq a min, 4-9/16' with a 1/2' mobtd 14-P WASONRY L04M TAfOON x IRRWC g TYPE ---t MAX"Ax la, UASOURY LWTEL I x 2 FIRRINC tn DRYWALL t TYPE AACHOP Ix aLetLl _3116 TAPCON t6 T TYPE ANC OR as' MAX 7/ Saqw SPACC 3/15 TAIIII L2Z5' T7— TYPE WAD AMS 15 ly SUB-INCK M 8, 2— 1/2 PF8 Ws t? t . CONCRETEHEADJAUSMASONRY SLOC4 J/ TO 2x sta-BLCK .25' MAX, SH1lu SPACE LIM WN. Z/145' TON EMS. 25* MAX, SHiM SPACE itf s PF'H %f5 15' c—swx Vvarx SIDE Lwa BUOKTO2XSUS TYPE ANrHCR E.CO TAPCON OR ECUAL L& SHEAR FATING) Per" 3115* TAPCON TYPE AM-HOR ni 15 x L PRRWC GS* E 4wS I -ix l BuCK fl!;;ISUS-BUCK 1. This system hoe bon —4,pted for use i. Jotvtiahs odhennq to the Florida Building Code and where press-* as d*terrhiroo by ASCE 7 Minimum D..iqm Lod. for 8uAdjngs and Other Stn,.t— do net exceed the 6.sI;n pressure ratirgs fiS44 herein. 2. For nstolbtions where the sub -buck ks 4m W;n 1-1/2' (FBC section 1707,4,4 Acho,rnqe Methods and sub-wU*rs 1707.4.4.1 and 1707.4.4,2) Tzpcon type concrete o—ho must be used and the longth must be such that 0 minimum 1-114" *hgq*mrt of the Topton into the masonry wag is obio;med, 3. When using c IX sub -buck a 6-9115" jamb is required to allow for min, edge spacing for Topton type onchorl 7. S. V a 13.684.3831 DATE,, 4/3/02 SCALE: N.T.S. OWQ ay: W7I'Na crK, sya R.W. A Thermc—Try In —Swing 00—Swing Door Wood From&$ System NOVINAd-_ ZTE, Single up to V4 x WO ,1wo sidelites Double up to 5'4 x B'0 W/wo Sidekes X, ox, X0. OX0, XX, Oxx(j The head and side jambs ore 170WjWrt airs7— measuring a min, 4-9/lf' with 4: 112' robbeted stop. DOUBLE 2x SEADER is 1/2- ORMALL 2. 2X STUD 2X ACK STUD PFH WS ftclON PPFSSUPF RA71NG: Single Positive 67,0 PSF Negative 67.0 PF' Single with Sidelites Positive 60.0 PSF Negative 60.0 P57 Double w1wo Sidelites Positive 47.0 PSF Negotive 47.0 P5F WAD AAM 3/2' ORMALL 2.4 P. w5 T7V 2s, SWU SPACE VVMCAL SZE IkWHG9,IV UWL. Ems. In D, 0, 6 T This system nos bw evaluated for use in i0cotions odb*f"r`9 to the Florida Building Code and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buli&1;S oral Other Structures CC not excotd the design pressure ratings listed herein THEs s On i. THtS PRODUCT IS DESIGNED TO MEET THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MAMI-DADE COUNTY. 2, WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TQ BASE MATER, SHALL BE BEYOND WALL DRESSING OR STUCCO, 4, OF -SIGNED PRESSURE RATING SEE TABLE PAGE I- S. THIS PRODUCT £S NOT MEET THE WATER REQUIREMENTS FORM I E COUNTY. 6, MAMI—OADE APPROVED IMPACT RESISTANT SHUTTERS ME REQUIRED FOR SIDELTTES QN1 T. 7, SjDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Face sheets: Fibergicss ovg, min. yield strength ; Fy(mia)6,OQ0 Psi SmoothStor - 0.070" minimum skin thickness FTberCiossic - 0,110 minimum skin thickness Cnre lesion: Pofyurethane loom core. with 1.9 lbs. density by BASF, m9 pCjoi skin rs constructed from o O.D7t)` thk. SMC . the interior csrrity is fined with 1,9 lbs• y SkV p*urethcne loom. The yonel toce to are gird to the wood xWesand roils. Thx CYL batch stdk s rcwsFace with ®mod tack blockrig2.375 x 14,0 to 9 at the sine and locofion, The hinge stU is tiger Jointed Pine and the top and bottom roil ore of o wood e In the d Ian the'. door is fitted milt an ad alum". astr (Y/rnd 8) of 6063-Td C40Y. r The frame is c from fitedfrjointed pipe - is Porn fo the side be with (3) 16ga l/ crown x 2 long at such . The ans ore together in o •sidefite o Lion 8 x 2' PfH Wood Screw$ (6) Per each mtffecn. The units use on Inswing Saddle threeoid meoswvV 5.75' x 1.549'- ti 1 •r t The sidelile panels are sodwich gazed o two piece rome. are dry glazed on the exterior an I J3thk. cellular 9O ng toga (Sf -k Topej) caulked with slaw. The III' Immes are heid oa V er M o )I3 x I f/2 kmg Piastre.. TABLE OF CONTENTS SHEET # 1 DESCRIPTION 37, 5 MAX, OVERALL WIDTH 36" MAX: PANEL WIDTHI rw = w w x a o J t 6 J e D W> O M O x o ztdi7 INSWING UNP 74, 5' MAX. OVERALL FRAME WIDTH 35. 625' MAX. PANEL WIDTH —{ W ASTRAGAL 1 c w xw J 0 zy DESIGN PRESSURE RATING UNIT TYPE RE UIR MEN R IN ILTrN&) REUtR£kdENT i5 NOT NEEDE SINGLE + 67.0 PSE - 67.0 PSF DO UBLE + 55.0 PS - 55.0 PSF L + 55.0 PSf - 55.0PSf THELiTE105. 5' MAX. OvtKALL rwa+at mlv+n 36. 625" 15.5' ASTRAIG4L FRAME WIDTH j 73, 75 MAX. c( 00 WIDTH CCLL 7, 125' MAX. IZ a 0 in D. L.O, WIDTH (} . - 0ziC 4 Q Y r mcz zM w I N 1N z 68, 5" OVERALL WIDTHS u AL M0DEL5 36" 15,5' MAX.AREVo INTERIOR PANEL WIDTH E WIDTH o m3 1 s 13, 75' MAX. WIDTH m 7, 125' MAX, D. L.O. WIDTH w } o o c' rw } z euel n oe+ si irar#rs. w+ Slax- I F w/StD£tITES INSWING UNIT 813.664.1831 oxre' 08 10 01 j scK.• N.T.S. ErfrRALFLORIDAer: TJH D cux. Wr RW MANUFACTURM l Y t S 21517 Y l ; _ _ 7 ar 8 C6a. zu Vf nvco70 1 2 38 8 Tj uj p7 62 0 LU 0 6 1 cv 1, 68' MIN- PANEL 714K. 0 0, o v 33 34 Li EXTER FOAM CASKET SILJCONE CAP 5EAD 43 SEE NOTE 5 SHT 4 41 5 NOTE I SHT. 4 z MN. GLASS THK- 25 cv 1.63" MIN, PANEL THK. SEE NOTE 5 SHT. 4 C) coLoI Zon Ca I'j OjO N 00o -0- 0 813.684.3631 A q:Nz 112' = TJH Rw L T1RIP k R" SEE NOTE 2 SHT. 4 z--, INACTIVE 3 60 Li AsTRAcAL RETAINER 31 BOILT B-0 LG TopTOP UOTTotv (2) BOLTS AT TOP & (2) AT BOTTOM HORIZONTAL CROSS SE=N TRAGAL 1. 15' lAIN. EMS. t--.25 MAk SHIM MIN. FOAM GASKET 4: 15' C-SINK SILICONE CAP BE EE NOTE 34 43 SHT. 4 33 25 13 29 17 SE NOTE I 35 4 SHT. 4 16 0 SIDEUTE TO BUCK Z LLJ0 > C:) coco ACTIVE ujCLJ- 0:2 0 On CD® co co 37 SEE NOTE 7 SHT. 4 H WIT R N 0 HINGE JAMS TO SiDEUTE 771 i- UEINTFH- N,—,1,\,NUFACTURT,o4R N FoAm GASKET & SIUCONE CAP BEAD I34 In 41 SEE NOTE I SHT. 4 9w 112 ITJH E!!,- -Byllw DPAN"c -01' S-2157 SMUT 3 oF 8 1 15 MIN. 777-- EMBED, r. 155" MIN. C-1NK 4 7 25' MAX. SHIM SPACE LATCHJAMB TO BUCK, NOTES: 1. SPACING FOR nEV NO, 41 (LITE FRAME SCREWS) IS AS FOUOWS. VMCAL FROM THE Top DOWN ON SIDES; 5.5', 16. 5', 27.57, 38,375. 49.375' A 60.375'. HORIZONTAL THERE ARE (2) SCREW BOTH Top AND BOTTOM AT 2.125 IN FROM EACH CORNER. 2. SPACING FOR ITEM NO. 27 (18 x I' PANHEAD SCREW) ATTACHING THE ASTRAGAL To THE *44CTIvE DOOR IS AS FOLLOWS: FROM THE TOP DOWN ", 3, 5', 18.25", 40, 5', 59.257, 74,25, 7515' & 78,25', 3. THE HEAD JAMB 15 ATTACHED TO T34E SIDE JAMBS WITH 3) 1 6GA. x 112' CROWN x 2' STAPLES AT BOTH SIDE. 4, THE THRESHOLD IS ATTACHED TO THE SIDE JAM65 WITH 2) 76CA x 112' CROWN x 2.5' STAPLES AT BOTH SIDE, 5. THE SIVELITE is DIRECT SET INTO THE J"S WITH (12) ITEM NO. 43 48 x 2" PFH, WOOD SCRM, THERE ARE (4) AT EACH VERTr,4L JAMB, FROM THE TOP DOWN AT 13.5, 31', 48,5' 66-, THERE ARE (2) AT THE HEADER AT 4' IN FROM THE OUTSIDE CORNERS OF THE FRAME THERE ARE 2) AT THE SILL, 4' IN FROM THE OUTSIDE CORNERS' 6. SPACING FOR ITEM NO. 43 (18 x 2' SCREW) SECURING THEMULLIONSTOGETHER15THESAMEASTHEPERIMETERANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7- O.C- 7, WHEN ATTACHING THE HINGE TO THE JAMB AND THE SUCK USE ITEM NO. 12 (110 x 2* SCREW), WHEN ATTACHING THEHINGETOTHEJAMBANDTHESIDELITEATTHEMULLION USE ITEM NO. 37 (#10 x 1 314' SCREW). Z FOAM GASKET & SILICONE CAP BEAD 7. 13 MIN. 15' MIN. 13 C- SINK 7 INTEEIQ 10 25' MAX. 4 HINGE JAMB 70 BUCK, SHIM SPACE SEE NOTE 5 SHT. 4 V ol C36)- Inrr 41 SEE NOTE I CL SHT, 4 NT R N a STRIKE JAMB To SDELTE 7 T J111 FU 4jS, it j,:,R J LEF ME SEE NOTE 7 SHT. 4 x+ svtrax s. 10141oc 813. 684.38.31 L/ F" -=," TJH BY: PW c xo,; S- 2151 4 of 8 SEE DETAIL 'F' SHT. 5 3 3 3" 3' 3_ 3. SEE DETAIL E', SHT. 5 TYP. SEE NOTE 4 SHT. 4 6- 6' SEE NOTE 3 SHT, 4 TYP. CZ SEE DETAX D SHT. 5 C7 TYP, 93 - N SEE DETAIL TYP. -Dt.— G' SHT. 5 Tip, 3' 3. A63 3 110 6 6® t J 666. 3- 3' 3" 6 6' ftNTRAL FLOJUDA B.0--A-11-v2QUELE DQQR Wal2m MANUFACTURER NAME, r , , 7 rt-.) TER FILEtA A 0.367- BOLT DEEP ENOUGH FOR A 2' 13 BOLT THROW 12 o10 3 I qb10rDETAIL. 2ETAII'H 10 ATTACHASTRAGALTHROWBOLTASTRAGALTHROWBOLTSOFTAIL "E" STRIKE PLATE TOWN 2 FRAME ATTHE THRESHOLD c C r- SEE NOTE 4 Ste. 4 Isgrom 08/ 19Z N,TS. TJH r Rw DA.M4 No: 5-2151 sew 5 of 5 I vd SEE DETAIL E- SHT 5 TYR, FL(- 0 SEE DETAIL rp,-,Ct L F- SHT. 5 EEEEi!" MASTE";F EE] 3' 3 6- -6 SEE NOTE 3- 3 .3 13 z TYR. 3 SHT 4 SEE NOTE SEE NOTE SEE DETAIL 3 SHT 4 \ TYR. 6 SHT. 4 F' SHT. 5 Typ.SEE DETAIL G, SHT. 5 SEE DETAIL SEE DETAIL Typ, 'E" SW. .5 W SHT. 5 -,I-- rfp. Ml— SEE NOTE 4 SHT. 4 SEE V— 'K' Typ.- G' SHT, 5 14 Tl(p, 3' 3® 6 SEE NOTE 4 SHT. 4 i}OtIR1 DOOR f__.453' GLASS FTE 25 463' GLASS WTE 5) 118- TEMPERED 40 GLASS 25' AIR C o SPACE LASS o 118' TEMPEREDKGLASS 47 GLASS INTERUH 36 i rS;EEOTENOTISHT. 46 TEEL25' STEEL TNTERCEPT SPACER NaLj S W/ FRAME GLAZINGDETAIL T, 06/10/0 vL MT5, c. — ITjH C ey; RW S- 2151 I 2 21 FINGER JOINTED PONDEROSA PINE ILL 097' 4 x 4 LIEL-LME HINGE I.077'--j 'P 1.53 1" c1t5F11TF TOP _A_f2nQM PAIL FINGER JOINTED PONDEROSA PINE 1 .284' 7,232' 33 ELMTIC UE LrTE FRAME FrRur)Eo BTS Fr2 141' 70 BOTTOM S4DT 0,09' EXTRUDED VINYL WALL mom FfIt,T i,,, j\ y11 Sr , T i LE o T- -- 1.53 F!:, TOP RAILQ WOOD COMPOSITE I + 1. 077- 1. 53 1 Clnrl rTF' PI ANK 41f7F STILE FINGER JOINTED PONDEROSA PINE I xt FC, AMQ WNGE-T-QE '?J 5. 75' T FC. BQTTQM At WOOD composTE 0,90- THK. WALL VINYL_ 01 SS. BOTTOM RAIL WOOD COMPOSITE V? B I 2.375' Tji sue. 813. 684. 3131 SCALLN.T, S uwo. Ff: TJH T -,,Rw L 3D WOODLOCK E S-2151 FINGER JOINTED PONDEROSA PINE s 7 QF 1,531 of SS, TOP RAIL In WOOD COMPOSITE 301 Y_ 1. 53 1 " T I in o179' L 1 H PRCI 'R p CELL CORE WNIL JACKET 0 m 579- 175' BY TH£RAbA—TRU FOAM CELL CORE W11ANYL JACKET DRILL TRU FOR 357' OLk ASTRAGAL DRILL 7RU FOR A 18 RETAINER BOLTS PFH WOOD SCREW 2PLCS WINDJAMBER 11 WESTRIKE PLATE as 55WQQQ dINGE_T2L_STILE m rg ASTRffl- HAS2) S. m BOLTS 0 BOTTOM cv (2) 8.0- BOLTS 0 TOP 1.767' 24 WINOJAMBER 11 WR69T AcraAGAt fALLIMINUM . 1252" -WALL aEJ 8. o ls'L31_ TLAI MATERIAL: Cl YELLOW ELLOW CHOMA IK 513, 584- 3831 NOW JLJN-21-2002 09-52 MILESTONE WIN us!t: Alan Plante, Chief Plans Examiner Orange County Bulldlng Division Administration Building, Ist Floor 201 South Rosalind Avenue II Box 2867 Orlando, FL 32802-2687 407) 836-5760 MROM This letter updates and clarifies nomenclature regarding buck thicknesses mentioned on Florida Extruder Window, Door and Mullion installation drawings contained in the Orange County Fenestration Masterfile. Based upon the discussions at the Mid -Florida Home Builders Association's meeting at their offices on 3une 19, 2002, this letter was the agreed upon procedure for manufacturers to clarify the issue of "IX Buck" thickness nomenclature used on installation drawings. Builders/11 ristallers when pulling permits for Florida Fxtruders: windows will have to include this letter with the Installation details. Florida Extruders requests the Orange County Building Division to file this letter against the Masterfile Numbers and Installation Drawings IdenLiffed on the attached listing. Based upon a review of the signed and scaled engineering produced by Lildon Engineering Company for the methodology used in the development of Florida Extruder's Window, Door and Mullion installation drawings, the thickness of the buck in non-structural applications (i.e-, buck thickness less than I 1h") 49_ nt influence the lateral resistance capacity of the Concrete screw (i.e. Tapeon). Therefore, buck thicknesses less than I 1h" are acceptable as non-strVIcturall attachments when the window, door or mullion is installed using a 3/16" concrete screw with a minimum embedment on 1 "1 Concrete Masonry Units should have a wall thickness of 1 Y4' and a precast sill's thickness will exceed I %'. The drawings iclearly delineate the requirement that a minimum embedment depth of 1 '1 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 Therefore, for Florida Extmdejr installatJon drawings wheire a non- sbructurall buck is used, nornenciature such as -IX buck by others" or similar statements shall be construed to mean that a buck thickness of leso_ than I 'II is acceptable. The definition of a non-structural buck is based on Section 1707.4-4.1 of the Florida Building Code. 0 1 1 - GLIZAIR JLJN-21-2002 09:52 MILESTONE WINDOWS Aw 323 9729 P-03 Tbe attached table lists all Florida Extruder drawings in the Orange CountyFenestrationPlasterfileaffectedbythisengineeringstatement. Any questionsshouldbeaddressedtotheundersigned. ME= Robert J. Amoruso, PE KA11011 i i 1!r Florida PE License No- 4,9752 Florida Extruders Inter -national, Inc- Cert1ficate of Authorization No. 9235 PE Sealing Statement: The letter was signed and seale with an iMpression seal as requir bySCcb0n GIG15-23-001, F.A-1 A rubber Starnp sealwas also aI plied to fatilitate reprocrucdon for Orange County Ruilding Division Masterfile scanning, 2S40 JGW*tt Lanet SaRfOrd, FL 32711-jLfio . 0 & (407) 323-3300 # Fax (407) 322-3337 2 Universal Forest Products' Shoffner LLC Re: 53914355 Centex Homes Orlando 2509 A & B Floor 13 Lake Monroe The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc, under my direct supervision. Pages or sheets covered by this seal include the following: 53914355 FTI 53914355 FT2 53914355 FT3 53914355 FT4 53914355 FT5 53914355 FT6 53914355 FT7 53914355 FG7 53914355 FT8 53914355 FT9 53914355 FT10 53914355 FT11 53914355 FT12 53914355 FT6A Loading (psf) TCLL 40 TCDL 10 My license renewal date for the state of Florida is February 28, 2005 BCLL 0 BCDL 5 tz J9,hh M. Presley Ltice4nsse558,96 The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss cornponent(s) listed and attached. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec. 2. Eastern Division 5631 South iNC 62 Burlington, NC 27215 'I'(d (336) 226 9356 Fax: (336) 176 9146 Job Truss 53914355 Fit niversal Forest Products,inc., n, NC 2721 Truss fy--pe- - --,- Job Reference opAionaD,__ s May 30 2003 MiT6-k Industries, Inc. Tue Aug 05 12:52:16 2003 Page 1 A 9 C D E F _. a H I 3m 6 TL20 FP: LOADING (psf) SPACING 2-0-0 TCLL 40,0 s IncreasePlates 1.00 TCDL 10.0 L moor Increase 1,00 BCLL 0, 0 Rop Stress Incr YES BCDL 5.0 CodeFBC200I/TP12002 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 Us TL20 FP = K L M N Q- P 0 R 20-10-8 20.10-8 CSI DEFIL in (fee) Udell Ud PLATES GRIP TC 0.05 Ved(LL) n/a n/a 999 TL20 245/193 BC 0.01 Vert(TL) ri/a, n/a 999 WB 0.03 Horz(TL) 0,00 S n/a n/a Matrix) Weight: 91 Ile BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, end verticals, SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ile/size) AJ=53/20-10-8, S=27/20-10-8, AI=146/20-10-8, AH=147/20-10-8, AG=145/20-10-8, AE=144120-10-8, AD=147/20-10-8, AC=147/20-10-8, AB.147/20- 10-8,AA=147/20-10-8,Z=147/20-10-8,Y=147/20-10-8,X=147/20-10-8,W.147i20-10-8,V=145/20-10-6,U=152/20-10-8,T=118/20-10-8 Max Herz AJ- 3(load case 1) FORCES (lb) - First Load Case Only TOP CHORD AJ- AK=-48, AK-AL=-46, A-AL=-48, S-AM=-22, AM-AN=-22, R-AN=-22, A-13=-3, B-C=-3, C-D=-3, D-E=-3, E-F=-3, F-G=-3, G-H=-3, H-I=-3, I-J=-3, J-K=-3, K-L= 3, L-M=-3, M N=-3, N-O=-3, O-P=-3, P-Q=-3, Q-R=-3 BOT CHORD Al- AJ=O, AH-Al-0, AG-AH.0, AF-AG=O, AE-AF=3, AD-AE=3, AC-AD=3, AB-AC=3, AA-AB=3, Z-AA=3, Y-Z=3, X-Y=3, W-X=3, V-W=3, U-V=3, T-U=3, S-T=3 WEBS B-Al-- I 331' 34, D-AG=-1 33, E-AE=-1 33, F-AD=-1 33, G-AC--1 33, H-AB=-133, I-AA-1 33, J-Z=-I 33, K-Y=-1 33, M-X=-1 33, N-W=-1 34, O-V=-1 32, P-U.-I 38, Q-T--I 10 NOTES (7) 1 ) All plates are 1 5x3 TL20 unless otherwise indicated. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Gable requires continuous boltorn chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (Le, diagonal web). 5) Gable studs spaced at 1-4 0 oc. 6) 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. 7) Truss shallbefabricatedperANSVTP11-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated andwithin4" of interior joints, Bracing indicated an this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of thespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT1 53914355 IFT2 tic., Burlington, NC 272 Truss FLOOR no 1-3-0 U4 TL20 = 1.5x3 TL20= 1.5x3 TL20= y X 5x4 TL20= 0-,i-8P-JAA--, scale - I 5x 4 TL20 = 3x6 TL20 FP= 1.5x3 TL20 iI W TL20= 1.5x3 TL20 50 TL20= 5A TL20= 1,50 TL20 11 300 MlI18H FP= Us IL20-- ZAD I "u- 1-6-0 4-0-0 6-6-0 9-0-0 10-7-8 11-10-8 14-4-8 16-10-8 19-4-8 20-10-8 20-10-8 Plit-te-df-siilt-s 1XLY) - 'Vd LOADING (psf) SPACING 2-0-0 CSI DEF.L in (fee) Vdefl Ud PLATES GRIP TOLL 40,0 Plates Increase 1.00 TC 0.65 Vort(I-L) -0,38 Q-R >642 360 M1118H 195/188 MTCDLo Lumber Increase 1.00 BC 0,98 Vert(TL) -0,60 Q-R >412 240 TL20 245/193EI ] BOLL 0.0 Rep Stress Iner YES W0...555 Horz(TL) 0.09 L n/a n/a BCDL 5.0 CodeFBC200I/TP12002 (Matrix) Weight: 107 In LUMBER BRACING TOP CHORD 4 X 2 SYP No,2 TOP CHORD Structural wood sheathing directly applied or 5-1-8 oc purlins, BOT CHORD 4X2SYP No -ID end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (lb/ size) W=1131/0-8-0,L=112510-3-8 FORCES (lb) - First Load Case Only TOR CHORD W-X=-1 124, X-Y=-1 124, A-Y=-I 124, L-Z=-1 119, K-Z=-1 118, A-B=-1 108, B-C=-2887, C-D=-4048, D-E--4048, E-F=A769, F-G=-4769, 0-H=-4679, H-I=-4085, I-J- 2919, J-K=-1 160 BOT CHORD V-W=O, U-V=2144, T-U=3597, S-T=4494, R-S=4769, Q-R=4769, P-Q--4527, O-P=4527, N-0=3622, M-N=2189, L-M=58 WEBS K- M=1498,',A-V=1505, J-M.-1431, B-V=-1442, J-N=1016, B-U=1033, I-N=-977, C-U=-986, 1-0=644, C-T=627, H-0=-615, E-T=-620, H-Q=21 1, E-S=374, G-Q=- 123,+-SL-164, G-R=-81 NOTES (7) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are M1120 inialea unless otherwise indicated. 3) All plates are 3x3 TL20 unless otherwise indicated. 4) ThistrussrequiresplateinspectionpertheToothCountMethodwhen this truss is chosen for quality assurance inspection. 5) Recommend2x6strongbacks, 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. 6) CAUTION, Do not erect truss backwards, 7) TrussshallbefabricatedperANSI[TPI 1-95 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 indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracingrequiredfortheoverallbuildingdesign. Building Designer shall verity all design information on this sheet for conformance with conditions and requirements ofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information asitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE( S) Standard V Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 539143 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT2 I Job ITrUSS Truss Type Oly 53914355 1 FT3 I FLOOR n, -- NC " 2721-5—,Jeff- Kerr 5.100s inc. Too Aug 12-10-0 12-10-0 LOADING (pst) SPACING 2-0-0 CS11 DEFL in (loc) Well UJd PLATES GRIP TCLL 40.0 Plates Increase 1,00 TC 0D5 Vert(LL) n/a n/a 999 TLOO 245/193 TCDL 10D Lumber Increase 1.00 BC 0.01 Ved(TL) n/a n/a 999 BOLL 0.0 Rep Stress ner YES WB 0.03 Horz(TL) O.PO L n/a n/a Weight: 57 lbBCOL540CodeFBC200IfTP12002 (Matrix) — LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc, bracing. OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) V=53/12-10-0,L=24/12-100,U=146/12-10-0,T=147/12-10-0,S=147112-10-0,R=147/12-10-0,Q=147/12-10-0,P=147/12-10-0,0=145112-10-0, N-I 52/12-10-0, M=I 16/12-10-0 FORCES (b) - First Load Case OnlyTOPCHORDV-W=-48,W-X=-48,A-X=-46,L-Y=-19,Y-Z=-19,K-Z=-19,A-B=-3,B-C=-3,C-D=-3,D-E=-3,E-F=-3,F-G=-3,G-H=-3,H-I=-3,1-J=-3,J-K=-3 BOT CHORD 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,L-M=3 WEBS B-U=-133, G-T-134, D-S=-133, E-R=-133, F-Q=-133, G-P=-134, H-O=-132, I-N=-138, J-M--108 NOTES (7) 1) All plates are 1.50 TL20 unless otherwise indicated. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Gable requires continuous bottom chord hearing, 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web), 5) Gable studs spaced at 1-4-0 oc. 6) 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, 7) Truss shall be fabricated per ANSIJPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints, Bracing indicated on this street is to reduce buckling of individual members only and does not replace erection andpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verity all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. 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 or certification of the truss designer. LOAD CASE(S) Standard won, Job Truss Truss Type Jay J ply I Centex-Orlando/2509 A&02ncVjsk/8-5-3 53914355 JFT4 eff Karr 5,100 s May 30 WE I FIL in (loc) Well L9Jd PLATES GRIP LOADING SPACING 2-0-0 C'sI DEFL t( LL psf) TCLL 40,0 Plates Increase 1.00 C 0.07 999 n/a n/a TL20 245/193 10D Lumber Increase 1. 00 TCDLBC W0. 02 Vert(TIL) n1a n/a 999 6 BCLL 0.0 Rep Stress Incr YE! 0.03 Hor7(TL) 0,00 G n/a n1a BCOL 5. 0 CodeFBC2001ITP12002 (Matrix) rix) Weight: 32 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No,3 SOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing. OTHERS 4 X 2 SYP No.3 REACTIONS (lb/ size) L=59/6-11-0,G=70/6-11-0,K=139/6-11-0,J=150/6-11-0 I 1=143/6-111-0,1-1=160/6-111-0 FORCES (lb) - First Load Case Only TOP CHORD L-M-511 M N=-51, A-N=-51, G-0-63, O-P=-63, F-P=-63, A-B=-8, B-C=-8, C-D=-8, D-E=-8, E-F-8 ROT CHORD K-L=13, J-K-8, I-J=8, H-1=8, G-H=8 WEBS B- K=-129, C-J=-135, D-6-130, E-H=-146 NOTES (7) 1) All Plates are 1,5x3 TLP0'4Ar[e"ss otherwiseindicated. 2) ThistrussrequiresplateinspectionpertheToothCountMethodwhen this truss is chosen for quality assurance inspection, 3) Gable requires continuous bottom chord bearing, 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc, 6) Recommend2x6strongbacks, 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. 7) TrussshallbefabricatedperANSifTPI 1-95 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 indicated on this sheet is to reduce buckling of individual members only and does not replace erection and pounanent bracing required for the overall building design, Building Designer shall verity all design information on this sheet for conformance with conditions and requirements ofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information asitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. X939200019= L;emex-vnanoo/e3w tkaD4-r--i Join y FT5 IFLOOP53914355 tR' Job Reterer FTA-iiidustries, tire, Tue Aug 05 12:52:21 2003 Page niversal Forest Pro Jeff Kerrdo , cls - Inr Burlington, t4b, 5100 s fxlk y 9 - N'# pAill O' Scale 5A TLZC== 5x4 TL20= 15x3TL20 lI I 5x3 TL20= 1.5x3 TL20= 3X4 T1-20 1, 5x3 TL20 1.50 TL20= 3x4 1120= Us TL20 FP 1.50 TL20 11 J Kr, H Q M 5x5 T1-20= 3x4 TL20= :ix To M11 10" " - - I - - 3x4 TL20= 1.61-0 4-0-0 6-6-0 9-0-0 10-2-0 12-8-0 15-2-0 17-8-0 19-2-0 19-2-0 19 y ots LOADING (psf) SPACING 2-0-0 CS1 DEFIL in (10c) I/defl Ud PLATES GRIP TOLL 40.0 Plates Increase 1,00 TC 0.34 Vert(LL) -027 Q-R >827 360 M1118H 195/188 TCDL 10.0 Lumber Increase i.00 BC 0.88 Vert(TL) -0,43 Q-R >530 240 TL20 245/193 BCLL 0,0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.08 L n/a n/a Weight: 99 lb BCOL 5.0 CodeFBC2001ITP12002 (Matrix) -1--- -- LUMBER TOP CHORD 4 X 2 SYP NO,2 BOT CHORD 4 X 2 SYP N0.2 WEBS 4 X 2 SYP No 3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (lb/size) L.1034/0-8-0,V=1034/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD V-W=-1027, W-X=-1027, A-X=-1027, L-Y=-1027, Y-Z=-1027, K-Z=-1027, A-B=-1003, B-C-2578, C-D=-3550, D-E-3550, E-F-3998, F-G=-3998, G-H=-3 I H-I= -3550, I-J=-2578, J -K=-1 003 BOT CHORD U-V.0, T-U=1938, S-T=3192, R-S=3882, Q-R=3998, P-Q=3882, O-P=3192, N-0--3192, M-N=1938, L-M=O WEBS K-M-13"i A,U=1364, i-M=.1300, B-U=-1300, J-N=890, B-T=890, I-N=-854, C-T=-854, I-P=498, C-S=4981 H-P=-461, E-S=-461, H-Q=1 58, E-R=1 58, F-R-90,'O-;-90 NOTES (6) 1) Unbalanced floor live loads have been considered for this design, 2) All plates are M1120 plates unless otherwise indicated. 3) All plates are 3x3 TL20 unless otherwise indicated, 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 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 means. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection andpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. 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 or certification of the truss designer, Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 5391435 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT5I I r-enrex-Urlanaoieb19 A68211cViSkJ8-b-3 0", 1 rubs I fuss I ype my fly53914355T6FLOOR13 1 P-a f Prwfirntq Inc Rurlmolon. NC 2721 jeff Kerr 5,100 s May 30 2( 5A TL20= 1.5x3 TL20 11 1.50 Tt2o= 3x4 TL20= 3x6 TL20 FP= 1 50 TL20 11 A 22 2003 Page I 0-kaScale . 1:33, 5x4 TL20= 1.5x3TL20= 3x4 TL20= 1. 5X3 TL20 J K y x W T120 3A TL20= 300 M111al-I FP= 5x5 Tt20= 1.5X3 TL20 11 3x4 TL20= 6-0 -6-0 9-0-0 y 10-3-0 19-3-012-9-0 15-3-0 17-9-0 19-3-0 LOADING (Pat) SPACING 2-0-0 CSI DEFL in (too) Well lJd PLATES GRIPIM1118H1951188, TCLL 40,0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.28 R >809 360 TCDL 10.0 Lumber Increase 1.00 BC 0.89 Vert(TL) -0.4,4 R >51 6 240_ J TL20 245/193 BCLL 0,0 Rep Stress Incr YES WB 0.50 Horz(TL) 0D8 L n1a n/a Weight: 100 fleBCDL5.0 CodeFBC2001/TPI2002 (Matrix) LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 4 X 2 SYP No,2 end verticals. WEBS 4 X 2 SYP No-3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (lb/size) L-1042/0-8-0, V=103510-3-8 FORCES (lb) - First Load Case OnlyTORCHORDV-W=-1030, A-W=-1029, L-X-1035, X-Y=-1035, K-Y=-1035, A-B=-1058, B-C--2635, C-D=-3610, D-E=-3610, E-F=-4059, F-G=-4059, G-H=-4059, H-I=-3592 I-J-2603, J,K.-1012 BOT CHORD U-V=53, T-U=1994, S-T-3250, R-S=3942, Q-R 4059, P-Q=3932, O-P=3225, N-0--3225, M-N=1955, L-M=O WEBS K-M.1375, A-U=1366, J-M=-1312, B-U=-1302, J-N=902, B-T=891, I-N=-865, C-T=-856, I-P=509, C-S=500, H-P=-473, E-S=-462, H-Q=173, E-R=159, F-R-92,-C-"'Q-99 NOTES (7) 1) Unbalanced floor live loads have been considered for this design, 2) All plates are M1120 plates unless otherwise indicated. 3) All plates are 3x3 TL20 unless otherwise indicated. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Recommend 2x6 strongbacks, an 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, 6) CAUTION, Do not erect truss backwards, 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandvathin4' 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 andrequirementsofthespecificbuildingandgoverningcodesandordinances. 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 or certification of the truss designer. LOAD CASE(S) Standard S5 'PLJob 'Tres' 53914355 FT7 F I 'i— xJF raql P rdnrtq Inc__Hurlinoton- NC 27215. Jeff Kerr j-8 1-_3-0 ___111, 3-P 50 TL20= 1,50 TL20= 1,5x3 TL20 11 ic. Tue Aug 05 12,52:23 2003 Fago I 0-aScale . 127A 5x 4 TL20 = 1.50 TL20= 1,50 TL20= T S W T1-20= 1.5x3 TM 11 5X4 TL20= 11.50 TL20 11 L 9-3-8 setsL(&Y)-1-1aiE0qa0-1-q. jtiL.O-1-8_Ed LOADING (pst) SPACING 2-0-0 GSI DEFL in (loc) Vdef( Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0A1 Vort(LI-) -0.15 L-M >999 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 13C 0.84 Vort(TL) -0.23 L-M >820 240 BOLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.04 1 n/a n1a BCDL 5-0 CodeFBC200IfTP12002 (Matrix) Weight 62 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No,3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (lb/size) 0=84510-3-8,1-851/0-8-0 FORCES (lb) - First Load Case Only TOP CHORD O-R=-842,A-R=-841,1-S=-846,S-T=-846,H-T=-846,A-B=-847,B-C=-2014,C-D=-2699,D-E=-2699,E-F.-2597,F-G=-2007,G-H=-806 BOT CHORD P-Q=43,0-P.1585,N-0--2435,M-N=2699,L-M=2699,K-L=2440,J-K=1551,1-J=0 WEBS H-J=1095, A-P=1092, G-J=-1037, B P=-1027, G-K=634, B-0=597, F-K-603, C-O=-585, F-L=218, C-N=358, E-L=-138, D-N=-162, E-M--71 NOTES (6) 1) Unbalanced floor live loods have been considered far this design. 2) All plates are 3x3 TL20 unless otherwise indicated 3) This truss requires plate inspection per [lie Tooth Count Method when this truss is chosen for quality assurance inspection. 4) 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 5) CAUTION, Do not erect truss backwards. 6) Truss shall be fabricated per ANSIITPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances, 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 0 Amiumm I I my"Y1ru" 1 YPU FG7 FLAT1'5'39"14 355 F I " U—'- - — — — -- -- UT k industries, Inc, Tue Aug 05 13:58:32 2003 Vage IBurlington, Jeff triod s Ma 30 206 0rsal-Forest Products , Fire ding on, NC 27215, Jeff 11-4 13-11-12 1580 15 4-10-4 7-10-12 -8 0-1-8 1-8-4 3-0-8 3-0-8 3-0-8 3-0-8 1-8-4 0-1.8 Scale - 1:2T W TL20 11 5X 10 TL20= 3X4 TL20= 30 TL20= 3x4 T120= We TL20= 24 TL20 11 r. D E F G 5X5 TLZO= 5xl0TL,20= 5x4 TL20= 5X4 TL20= 5x 10 TL20= $0 TL20= 3-4 - 0 9 3-4-0 3.0-8 3-0-8 3-08 3-4-0 LOADING (Pat) SPACING 2-0O CS1 DEFL in (too) I/detl Ud PLATES GRIP TOLL 40,0 Plates Increase 1.00 TO 0 9 4Vert(I-L) -0.35 J-K >525 240 TL20 245/193 1 TCDL10.0 Lumber Increase 1.00 BC 0.95 Vert(TL) -0,55 J-K >335 lao BOLL 0. 0 Rep Stress Incr NO WB 0.99 HorZ(TL) 0,07 H n/a n/a BCDL &0 Code IBC2000/TP12002 (Matrix) Weight: 86 lb — LUMBER BRACING TOP CHORD 2 X 4 SYP No. 1 TOP CHORD Structural wood sheathing directly applied or 1-4-1 oc purlins, BOT CHORD 2 X 6 SYP SS end verticals. WEBS 2 X 4 SYP No,3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/ size) M.2015/0-3-8, H=201510-3-8 FORCES (lb) - First Load Case Only TOP CHORD A-M--161,A-B=-338,6-C=-4999,C-D=-7403,D-E=-7403,E-F=-4999,F-G=-338,G-H=-161 BOT CHORD L-M=2903, K-L=6453, J-K=7628, I-J=6453, H-1=2903 WEBS B- M=-2959, B-L=2477, C-L=-1718, C-K=l 124, D-K=-266, D-J=-266, E-J=1 124, E-I=-1718, F-1=2477, F-H=-2959 NOTES (4) 1) Provide adequate drainage to prevent water pending, 1 of IBC-00. 2) Thistrusshasbeendas1g'qQ _0fora 10,0 psf bottom chord live load nonconcurrent with any other live toads per Table 1607 3) ThistrussrequiresplateinspechonpertheToothCountMethodwhenthistrussischosenforqualityassuranceinspection. 4) TrussshallbefabricatedperANSI/'TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicatedandwithin4" or interior joints. Bracing indicated on this shoot is to reduce buckling of individual members only and does not replace erection and permanent bracingrequitedfortheoverallbuildingdesign. Building Designer shall verity all design information on this sheet for conformance with conditions and requirements ofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information asitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE( S) Standard 1) Regular: Lumber Increase-1.00, Plate Increase--1.00 Uniform Loads ( pit) Vert: H- M.-160,0, A-G=-1100.0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FG7 Join Truss 53914355 IFT8 fuss Type Qly PlyCentex-Orlando/2509 A&82nd/jsk/V3 FLOOR 5. 100 s Mv 0-603 MiTek Industries, I1pffKerrIa i Inc. Too Aug 05 1. 3-0 CFI-- - - I 50 TL20= 1, 5x3 TL20= 1. 5x3 TL20= 3x6 TL20 FP-- PI- 1:Ll P---j-0:1 1, 5x3 TL20 11 30 TL20= 5xa TL20= 1.50 TL20 11 Us TL20 o H I J K L 2x3 T1.2011 5x4 TL20.- I . 50 TL20 11 3x6 TL20 FP = 3x4 TL20= 1. 50 TL20 11 30 TL20= 5x5 TL20= 1--- 7- 10-8 --d 0__ L_ 400 _,_§ 6 0, 7 9 Ora 9 1 4 _L 10 4 4 1 L4 1 5_4 4 16 11 1 _2I_§ 1 AL1 9 2 8_L 20 8 8_1 20- 8-8 daeL LOADING ( pst) SPACING 2-0-0 CSI DEFL in loc) Ildell Ud PLATES GRIP TCLL 40,0 Plates Increase 1,00 TC 0.56 Vert(LL) 0,14 V 999 360 TL20 2451193 TCDL 10.0 Lumber Increase 1,00 BC 0.61 Vert(TL) 0.22 V -W 888 240 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0,04 P n/a n/a BCDL 5.0 CodeFEIC20011TP12002 Matrix) Weight: 111 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD BOT CHORD 4 X 2 SYP No,2 WEBS 4 X 2 SYP No.3 BOT CHORD REACTIONS ( lb/size) Z=82410-8-0, M=-1157/Mechantcal, P=1577/0-3-8 Max Uplit[M=-309(load case 2) Max GravZ=827(load case 7), M=109(load case 3), P=1577(load case 1) Structural wood sheathing directly applied or 6-0-0 oc purlins, end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6- 0-0 oc bracing: P-Q,O-P,N-0. FORCES ( lb) - First Load Case Only TOP CHORD Z-AA-8118, AA-AB=,818, A-AB=-818, L-M=229, A-B=-776, B-C=-1920, C-D=-2452, D-E--2452, E-F=-2531, F-G=-2193, G-H=-1314, H-1=158, I-J=418, J- K=418, K-L.416 BOTCHORDY-Z=O X,Y0403, W-X=2324, V-W=2531, U-V=2531, T-U=2531, S-T=1 861, R-S.717, Q-R=717, P-Q=-1 156, O-P=-1 156, N-O---41 6, M-N=O WEBS FP -I fa44, 1*=l 054, 1-0=1 329, B-Y=-997, H-Q=-1 218, B-X=594, H-S=830, C-X=-562, G-S=-789, C-W=1 78, G-T=434, E-W=-1 07, F-T=-459, E-V=-68, F- U=88, L-N=-546,1,0.965, J-O=-339, K-N=1 05 NOTES ( 7-6) 1) Unbalanced floor live load's have been considered for this design. 2) All plates are 3x3 TL20 unless otherwise indicated. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint M, 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 means. 6) CAUTION, Do not erect truss backwards, 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing whereindicatedandwithin4" 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 requirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building, Any reforences to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 8) Right end may be attached to 2x6 So,Pme or larger BC of one or more ply girder truss with Simpson LUS46 or eq. Follow Simpson instructions for installation. 210 gym Sam Job I Truss 53914355 IFT9 Truss Type' 1 " 1, J ply Centex-Orlando/2509 A&l32nd/jsk/8-5-P do's-May-30 2003 MiTek Industries, Inc. I ue RE LOADING (psf) SPACING 2-0-0 CS1 DEFL in TOLL 40.0 Plates Increase 1 00 TC 0.05 V(,,t(L L) n/a TCDL 10,0 Lumber Increase 1.00 BC Vert(TL) n/a BRepStressIncrYESWN3 00' BCLL 00 003 Horz(TL) 0.00 BCDL 5.0 CodeFBC2001ITP12002 (Matrix) LUMBER BRACING TOP CHORD 4 X 2 SYP No,2 TOP CHORD BOT CHORD 4 X 2 SYP No.2 BOT CHORD WEBS4X2SYPNo.3 OTHERS 4 X 2 SYP No.3 U6 TL20 FP = 3X3 TL20 11 loc) I/delt L/d PLATES GRIP n/ a 999 TL20 245/193 n/ a 999 S n/a n/a Weight: 91 Ito Structural wood sheathing directly applied or 6-0-0 oc purlins, end verticals. Rigid coiling directly applied or 10-0-0 oc bracing, t REACTIONS ( lb/size) AJ=5312O-68,S=6/20-6-8,Al,=146/20-6-8,AH=146/20-68,AG=144/2O -6-8, AE=1 45120,6-8, AD=1 47/20-6-8, AC=1 47/20-6-8. AB=1 47/20-6-8, AA=147/20-6-8,2=147120-6-8,Y=147/20-6-8,X=147/20-6-8,W=147/20-6-8,V=145/20-6-8,U=153/20-6-8,T=108/20-6-8 Max Herz AJ-4(load case 1) FORCES ( lb) - First Load Case Only TOP CHORD AJ-AK=-48, AK-Al-=-48, A-AL-48, R-S=-1, A-B=-4, B-C=-4, C-D=-4, O-E=-4, E-F-4, F-G=-4, G-H=-4, H-[=-4, I-J=-4, J-K-4, K-L=-4, L-M=-4, M-N=-4, N- 0-4, O-P-4, P-0---4, Q-R-A BOTCHORDAl-AJ=O, AHAI=O, AG-AH=O, AF-AG=0, AE-AF=4, AD-AE=4, AC-AD=4, AB-AC=4, AA-AB=4, Z-AA=4, Y-Z=41 X-Y=4, W-X=4, V-W=4, U-V=4, T-U=4, S-T=4 WEBS B-Al=-132j'G-A , H=-134, D-AG-133, E-AE=-133, F-AD=-133, G-AC--133, H-AB=-133, I-AA=-133, J-Z=-133, K-Y=-133, M-X=-133, N-W=-134, O-V=-132, P- U-138, Q-T=-103 NOTES ( 8-9) 1) All plates are I 5x3 TI-20,unless otherwise indicated. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Gable requires continuous bottom chord bearing. 4) Truss to be fully sheathed from One face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc, its. Strongbacks to be attached to walls at their outer ends or 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d no restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Truss shall be lubricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing whereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions and requirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design infourrationasitmayrelatetoaspecificbuilding. 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, 9) THA422i Right end may be attached to 2 or more ply top chord of 19" maximum depth flat truss girder with Simpson THA422 or equal, Follow Simpson instructions for installation. plputt Fl- I--- - Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 539143 Contractor/ Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT9 I 53914355 1 F-rio uss Type Oy CAR, ,,,- Jeff 1`6a: 5 Job Reference (optionel______ a May 30 2003 MiTek Industries, Inc. Tue 9 -4911 5x4 TL20-- I . 50 TL20= 1 . 50 TL20= 3x4 TL20= w V 1. 50 TL20 110 - 8 lScale - I 3x4 TL20= 5x4 TL20= 3xs n20 FP = 1, 50 TL20= 54 T120= 3x4 TL20= 3A TUC) FP = 1.5x3 TL20 11 0- .-- 4- 0-0 7-9-0 __1--- 66 0 __-L--18 0 0 18- 0-0 13 LOADING ( pst) SPACING 2-0-0 CS1 DEFL Ain (fee) we" Ud PLATES GRIP TCLL 40.0 Plates Increase 1,00 TC 0.39 Vert(LL) -0.22 0 >966 360 TL20 245/193 TCDL 10'0 Lumber Increase 1.00 BC 0.82 Ved(TL) -0.35 N-0 >613 240 1 (TL) BCLL0.0 Rep Stress Incr YES WB 0.46 Ho_rz(TL) 0,07 K n/a n1a BCDL 5.0 CodeFSC200IfTPI2002 (Matrix) Weight: 94 lb LUMBER V BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid coiling directly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) U=973/0-8-0, K=967/0-3-8 FORCES ( fle) - First Load Case (Drily TOP CHORD U-V=-967, V-W=-967, A-W=-967, K-X=-962, J-X=-960, A-B=-937, B-C=-2388, C-D-3232, D-E--3531, E-F=-3531, F-G=-3251, G-H=-2415, H-I=-2415, I- J-980 BOTCHORD T-U-0 $T41810, R-S=2937, 0-R=2937, P-0--3531, O-P=3531, N-0=3511, M-N-2959, L-M=1845, K-L-50 WEBS J,L=11265"'A,*f=11274, I-L-1203, B-T.-1214,1 M=792, B-s=803,G-M=-758,C-S=-764,G-N=405,C-Q--411, F-N=-361, D-Q---406, F-0=28, D-P=31, E-0=-18 NOTES ( 5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 TL20 unless otherwise indicated, 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Recommend 2x6 strongbacks, oil 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. 5) Truss shall be fabricated per ANSIrrPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing whereIndicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions and requirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy at the design informationasitmayrelatetoaspecificbuildirm. 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 IMMA FENRIffina Not N iuu I russ 53914355 IFT11 I runs Iype Uy Ply Iex -Urlando/2509 A&82ndijsk/8-t 3en FLOOR Job Retprqrlce.(optiona!) 1; Jeff Kerr 5,106 s 4ay 30 2003 MiTek Industries, Inc. Tue Aug 05 12:52:17 5x4 TL20= 1.5x3 TL20= 1,50 TL20- M 3x6 TL20 FP= 1,50 TL20 11 0-1-8 Scale ® 1 1, 5x3 TL20= 5x7 TL20 1,50 T1,20= H I J Z y 2x3 TL20 11 5x4 tw TL2o II 3x6 TL20 FP = 5x4 TL20= 1 .5X3 TL20 11 1.6 0 4-0-0 6 8 9 1 3 8 1_3 9 8 15 2 1 7 1 1 17-1-12 LOADING (pst) SPACING 2-0-0 CS1 DEFL in (too) Udefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1,00 TC 0.35 Vert(LL) -012 R-S >999 360 TL20 245/193 TCOL 10,0 Lumber Increase 1,00 BC 072 Vert(TL) -0.19 R-S >944 240 BCLL 0.0 Rep Stress Incr YES WB 0,38 Horz(TL) 0.04 M rVa n/a BCDL. 5.0 CodeFBC2001/TP12002 (Matrix) Weight. 93 Ile LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOR CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 4 X 2 SYP No,2 end verticals. WEBS 4 X 2 SYP No3 BOTCHORD Rigid coiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 or bracing: M-N,L-M, REACTIONS (lb/size) V=812/0-8-0, M-1033/0-3-8 Max GravV.821 (load case 2), M.1033(load case 1) FORCES (lb) - First Load Case OnlyTOPCHORDV-W-807, W-X.-807, A-X=-607, K-Y.7, Y-Z=7, J-Z=7, A-B=-763, (3-C=-1883, C-D-2393, D-E--2393, E-F-2457, F-G=-2457, G-H=-1817, H-I=-695, I-J=49 BOT CHORD U-V-0, T-U=1 468, S-T=2275, R-S=2457, Q R=2457, P-Q=2227, O-P=1395, N-O=1395, M-N=-90, L-M=-97, K-L=O WEBS I-M-1004 A-U=11037, I-N=1047, B-U=-981, H-N=-974, B-T=577, H-P=588, C-T=-545, G-P=-570, C-S=164, G-Q=313, E-S=-87, E-R=-90, F-0-11 17, I-L=79, J-L=-84 NOTES (7) 1) Unbalanced floor live loads have been considered for this design. 2) This truss is not designed to be used as a floor truss, 3) All plates are 3x3 TL20 unless otherwise indicated, 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Recommend 2x6 strongleacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongleacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection andpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. 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 to W 0 0 0 AWAiiiii9gau., asEM Jon I Truss I Truss Type I I I Qly I ply I Centex-Orlando/2509 A&B2nd/jsk/a-,5-,3 N nc., Burlington, NC 27215, mo AE Us TL20 FP= 3x3 TL20= 3x6 TL20 FP = Srale - 1:27 1-6-0 r 4-0,0 7-9 -_0 9-8 11-3-8 Iq-28:_ _.O 161-2 17-1-12_1 17-1-12 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 006 Vert(LL) n/a ale 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0,01 Vert(TL) We We 999 BCLL 0.0 Rep Stress Incr YES WB 0,03 Horz(TL) 0.00 P We n/a BCDL 5.0 CodeFBC200IrTP12002 (Matrix) Weight: 75 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, exc BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) P-46/17-1-12,AD=53/17-1-12,AC=147/17-1-12,AB=14/17-1-12,AA=147117-1-12,Z=147/17-1-12,Y-144/17-1-12,W=146/17-1,12,V=147/17-1-1: U.147/17-1-12, T=147117-1-12, S=146/17-1-12, R=151/17-1-12, 0--129/17-1-12 Max Herz AD=6(load case 1) FORCES (lb) - First Load Case OnlyTORCHORDAD-AE--48, A-AE-48, P-AF-40, AF-AG=-40, O-AG=-40, A-B=-6, B-C=-6, C-D=-6, D-E=-6, E-F=-6, F-G=-6, G-H=-6, H-I=-6, I-J=-6, J-K=-6, K-L=-6, L-M=-6, M-N-6, N-O=-6 BOT CHORD AC-AD-Q, Aq-AC=0, AA-AB-0, Z-AA=O, Y-Z=O, X-Y=O, W-X=6, V-W=6, U-V=6, T-U=6, S-T=6, R-S=6, Q-R=6, P-Q=6 WEBS B-AC=-133;C-14B=-134, O-AA=-133, E-Z=-133, F-Y=-133, H-W=-133, I-V=-133, J-U=-133, K-T=-134, L-S=-133, M-R=-137, N-Q=-120 NOTES (8) 1) All plates are I .5x3 TL20 unless otherwise indicated, Z) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Gable requires continuous bottom chord hearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i,e, diagonal web). 5) Gable studs spaced at 1-4-0 oc. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and lastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracingwhereindicatedandwithin4" 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 verity all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. 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 or certification of the truss designer, cuss I Truss 53914355 JFl-6A im M 99 0 3x3 TLW= IWAIP4 LOADING (pst) SPACING 2-0-0 TCLL 40.0 Plates Increase 1.00 TCDL 10.0 Lumber Increase 1,00 BCLL 0.0 Rep Stress Iner YES BCDL 5D CodeFBC2001fTP12002 lum Scale - 3-6-0 xd-hk "-11 3-9-0 CS1 DEFL in (loc) Udeft Ud PLATES GRIP TC 0.16 Vort(I-L) n/a n/a 999 TL20 245/193 BC 0.11 Vert(TL) -0.03 D-E >999 240 WB 0.04 Horz(TL) 0,PO D n/a n/a Matrix) Weight: 23 lb BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, end verticals, ROT CHORD Rigid coiling directly applied or 10-0-0 oc bracing. FORCES (lb) - First Load Care Only TOP CHORD E-F--64, A-F-64, D-G-64, C-G-64, A-13-3, B-C=-3 BOT CHORD D-E=155 WEBS B-E-- 1 B4, B-D-- 184 NOTES (4) 1) All plates are 1,5x3 T1,20-onfess otherwise indicated, 2) This truss requires plaf0"in-s"I'ection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Recommend 2x6 strangles Icks, 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. 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 bracingwhereIndicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection andpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions andrequirementsofthespecificbuildingandgoverningcodesandordinances. 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 or certification of the truss designer. ZUME Universal Forest Products Shoffner LLC Re: 53906901 Centex Homes Orlando 2509 A Roof 38 Lake Monroe The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc. under my direct supervision. Pages or sheets covered by this seal include the following: 53906901 GE18 53906901 CJ3 53906901 GE15 53906901 CA 53906901 T16 53906901 G17 53906901 EJ7 53906901 HJ7 53906901 H1 53906901 H2 53906901 H3 53906901 H4 53906901 H5 53906901 H6 53906901 T7 53906901 H9 53906901 H10 53906901 H11 53906901 H12 53906901 H13 53906901 H14 53906901 CJ5 Loading (psf) TCLL 20 TCDL 10 BCLL 0 BCDL 10 Wind: ASCE 7-98 per FBC2001; 110 mph; h = 25 ft; TCDL = 6.0 psf; BCDL = 6.0 psf; occupancy category 11; exposure B; enclosed My license renewal date for the state of Florida is February 28, 2005 John M.,,'Presley License # 886 The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component(s) listed and attached. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSVTPI-2002 Sec. 2. Eastern Division 5631 SWIth V 62 BurlingLoii, NC 27215 Tel (336) 226 9356 VAv (336) 476 9146 onlax- Job Truss Tr—uss Type 53906901 GE18 ROOF LfllilvorsaTorestpn) ucts,111c, Builinglon, 000 s Feb 3-6-0 51x4 Roforonce (optional) ustflas, Inc, Wed Afpr23 3-6-0 3x4 13:3 3:3 e Yo6_!-T5_,-Ag-e- f 1-0-0 Scale - 114,, 3 6-0 LOADING (psf) SPACING 2-0-0 CSI, 3-6 - 0 TCLL 20M Plates IncreaseTCDL10,0 Lurnbel, Increase 1,25 TC 0,10 DEFT. In Verl(LL) -0,00 PLATES F -1-1-20 GRIP BCLL 0,0 Rep Stress Incr 1,25 YES Bc 0,08 Vort(TIL) -o,ol 999 F >999 245/193 BCDL 10,0 Code FBC2001 WB 0.02, Matrix) Horz(TL) 0,00 1) n/a LUMBER 1st LC LL Min I/defl 240 W 691 it: 27 lb TOP CHORD 2 X 4 SYP No,2 BRACING 130T CT-forl[) 2 X 4 SYP No,2 TOP CHORD Sheathed or 6-0-0 oc put Hills. WEDS 2 X 4 SYP No_3 Bar CHORD Rigid coiling directly applied or 10-0-0 Oc bracing. REACTIONS (lb/sIza) B-333/0-8-0 ' D-333/0-0.0MaxITOrZ13-52(load case 5) Max UPlifIB-- I 53(load case 4), D_-J 53(load case 5) FORCES (lb) - First Load Case OnlyTOPCHORDA4i-22 B-C-318, C-D-318, D-E-2230TCHORDB-F.244,D+-244WEBSC-F-74 NOTES (4) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-98 per F13C2001; I I onlph; h-25ft; TCDL-6.opst; BCDL-6.0pyf; Occupancy category 11; exposure B; 0ucJosod:MWFJ-JS gable.end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumbor DOL-1,60 Plate grip DOL.1.33. 3) PtOVICIO Mechanical connection (by others) Of Truss to bearing plate capable of withstanding 153 lb uplift at joint B and 153 lb uplift at joint D, 4) TRAS shelf be fabricated per ANSI T-Pl 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless olhProvidebracingwhoreindicatedandwithin4" of Interior joints, Bracing indicated on this sheet is to reduce buckling of indiv. erwise noted, IdUal rnotrilbors only and doesnotreplace01-0clion and permanent bracing required for the overall building design, Buildin DOsignershall-verify all design Information or, this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesgandordinances. The trussfor "a correctness or accuracy Of the design information as it may relate to a specific building. Any references to job n designer accepts no respousiblllt administrative Purposes Only and are not part of the review or certification of the truss designer, arnes arid Ilocations wo for LOAD CASE(S) Standard Customer No: 11045 Customer, Name:-CENTEkHOMES,, ORLANDContractor/Job:'2509ZLA RF 3 0 Shop No: 5 Draw No:53006901 18 Job Truss 53906901 GE15 ss Type City RQ4 r _L uu lrarf r©nce-lpptlonal __ _ _ versa Forest f?roducis,lnc., Burlington, NC 7215, Jeff Kerr 5.000 s Feb 20 20b3 MiTek Industries, Inc. Wed Apr 23 00:33:37 2003 Page 1 i-a 0 5-1.14 c) E1-0 1 Qa-4,o1-0-0 5-1-14 4-6-2 4-6-2 5-1-14 1-0-0 Scala - 1:34. 3x6 = W II n 2x3 I axe II 2x3 Ir 2x3 Ir 2x3 It 3x6 = 2x3 II 20 II 2x3 II 2x3 II Us _ 2x3 II 20 II G-a--4 3-4 ! 2 LOADING (psf) SPACING 2-0-0 CSI DEFI_ TCLI_ 0.0 Plates Increase 1TCDL 0.0 l_umbenlncrease1. 25 1, 25 TC 0,23 in Vert( LL) 0.04 loc) f/dofl PLATES GRIP B- Z ?999 TL20 245/193 BCLL 0,0 Rep Stress lncr YES BC WB 0, 28 0, 05 Vert( TL) -0,06 Horz( TL) 0.00 B-: 7 >999 BCDL 10.0 Code FBC2001 Matrix) N n/a 1st LC LL Min Wail 240 Weight: 100lb LUMBER TOP CHORD 2 X 4 SYP No.2 BfiACING BOT CHORD 2 X 4 SYP Na.2 TOP CHORD Sheathed or 130-0 cc purlins. OTHERS 2X4SYPNo.3 BOT CHORD Rigid ceiling directly g gyappliedor, 10-0-0 bracing. oc REACTIONS (lb/ size) N-212213-0-12, 0-308/0-8.0, Vm160/13-0-12, W®-190/13-0-12, X-572/13-0-12, T-03/13-0-12, 5A106/13-0 12, Rw126/13 0 12, E)-14/13-0-12, P-295/13-.0-12. Max Horz X-111(load case 4) Max UpliftN- 9o(loaci case 5), Ba-146(load case 4), V-32(load case 4), W--I90(load case 1), X-248(load case 4), S-56(load case 5), R-54(load case 5), 0--1:7(load case 5), P_-119(load case 5) Max GravN-212(load case 1), B-308(load case 1), V-160(load cased), W-70(load case 4), X-572(load case 6), T-06(load case 7), S-107(load case 7), Rm126(ioad case 1), Q-14(load case 7), P-295(load case 7) FORCES (Ib) - First Load Case Only TOP CHORC) A-B-22, B-C-119, G-D-57, D-E-27, E-F-116, F•G-467, G-11-67, H-6-66, I-J-77, J-E<--76,.K-LR-69, L-M-94, M-N-102, WO-21 BOT CHORE) B-Z-56, Y-Z-56, X-YQ56, W-X-O, V-W-0, U•V-0, T-U-SG, S•T-56, R-S-56, Q-R-56, P-0-56, N-P-56 WEBS G-V--72, F-WR39, E-X--2135, D-Y-28, C-Z--54, f-T-52, J-S--82 K-R-90, L-Q-23, M-P-204 NO-FES ( 7) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; I Jomph; h-25fl; TCDL®6,0psf; BCDL-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever leftandrightexposed ; end vertical left and right exposed;Lumber DOL-1.6o plate grip DOL-1.33, 3) TrussdesignedforwindloadsIntheplaneofthetrussonly, 4) Gablestudsspacedat1-4-0 oc, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint N., 146 Ib uplift at joint B, 32 lb uplift at jol V, 190IbupliftatjointW. 248 Ib uplift at joint X, 56 lb uplift at joint S, 54 lb uplift at joint R, 1-7 Ib uplift at joint Q and 119 It) uplift al joint P, 6) Beveledplateorshimrequiredtoprovidefullbearingsurfacewithtrusscl-rord at joint(s) N. 7) TrussshallbefabricatedperANS17TP11-95 quality requirements, Plates shall be of size and type shown andcenlered at jointsunlessotherwisenoted. Provide bracing where Indicated and within 4" of interior joints, Br€(fling indicated er this sheet 1s to reduce buckling of Individual members only and does not replace erection and permanent bracingon required fortheoverallbuildingdesign, Building Designer shall verify all design information on ihis.slleet for conformance withconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer' acceptsnoresponsibilityfortinecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrativepurposesonly and are not part of the review orcertificationofthetrussdesigner. LOAD CASE(S) Standard Customer No: 11045, Cu tomar:Name CENTEX HOMES ORLANDO Shop Noj Contractor/Jolt: 250,9EL ®A RFDate R a1 _`-Draw No:539Q6901 GE15 Job 53906901 0niversa 0-C 1-0-0 Truss p T16 Fr •pl orest locucts,lnc, Burlington, f4CI 6-5-6 6-5-6 9,-B-O 9-8-0 LbADING (psi) SPACING 2-0-0TOLL20,0 Hates Increase 1.25I-GDL 10.0 Lumber Increase 1,25BCLl-, 0,0 Rep Stress Incr YESBCDL10,0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP NO,2 F30T CHORD 2 X 4 SYP No,2 WEBS 2 X 4 SYP No-3 ty I Ply b 20 2003 MITek 2-10-1 0-2-10 ' 3-2-10 5x4 D 11tox-ollan W forence Joritional) ries, Inc. Wed Apt 23 011:33:37 2003 Pane 20-4-0 6-5-6 5X8 = 3X5 = 1-9-4-( 9-6-0 CS1 TC 0,35 In 0,08 10c) Well PLATES GRIPB-H 999 -1120BC0,50 Vert(-H-) -0,23 245/1938-1-1 qt36WO0.22 Horg-l-f-) 0.03 Fn/a Matrix) I st LC LL Min Well - 240 Weight: 8 1 lb BRACING TOPCHORD Sheathed or 5-oA oc pridins, BOYCHORDRigidcoilingdirectlyappliedOr 10-0-0 Oc bracing. REACTIONS ( lb/size) F-830/0.3-8, B,830/0-3-8 Max Horz B-1 1 0(load case 4) Max Uplifff--270(load case 5), B-270(load case 4) FORCES ( 1h) - First Load Case only TOPCHORDA-13-22, B-C-1379, C-D--1072, D-E-- 72 BOTCHORDB-1-1-1221, F-1-1-1221 10 1 , E-F-1379, F-G-22 WEBS C-1-1-366, D-I-1-690, E-H--366 NOTES ( 4) 1) Unbalanced roof live loads have been cOusIder0d for this design, 2) Wind: ASCE 7-98 per FBC2001; I lompil; 11-25ft; TCDL-6.Opsf; BCDL-6.0psf; occupancy category 11; exposure 1 1 3; en(-,IosecI;MWFRS gable end zone; cantileverleftandrightexposed; and vertical left and right exposed;Lumber DOL-1,60 plate DOL-1,33, 3) Provide Mechanical connection (by others) Of truss to bearing plate capable of withstanding 270grip lbuplift at joint F and 270 lb uplift at joint B rwIse noted, ProvidebracingwhereIndicatedaridwithin4" of interior joints. Bracing Indicated on this sheet is to reduce buckling of individual members only arid does 4) Truss shall be fabricated Per ANSIfTPI 1-95 quality requirements, Plates shall [)a of size and type shown arid centered at oints unless olho' riot replace erectlon and permanent bracing required for the overall building design. Building Designer shall verify all design information on this shoot 0 forthecorrectnessOraccuracyf ( conformancewill, conditions and requirements of the specific building arid governing codes and ordinances, -1-110 truss designer accepts no responsibility Ofthedesigninformationasitmayrelatetoasl:)ecifiG building. Any references to job names arid locations are for administrativePurposesonlyI andare not part of the review or Certification of the truss designer. LOAD CASE(S) Standard Name: CUStomerNo:,l 1045!Customet, CENTEX11,HOM ES.-, OR LANDO Shop No:l Contractor/Job:,25091 EL'k RF 11 - Dialte, Req.04/ Draw No:53906901 T1 6 J Liu I Fuss 53906001 017 Qty— Ply itex-Of lando/2509--Ivjl-sk-J4,--1-9-3--- COMMON 3 Universal 7 Job HefeiL)CtS,.Irlc,, Burlington, RC 27215, jo 2Q03YMITaI< ridust'l0s, Inc, Woci-Apr 23 7-0-12 2-7-4 2-7-4 7-0-12 1-0-0 S"i" - 1:32, 5X4 = M to HX8 = 7X6 = 3X6 11 5X7 :: 0---12 9-8-0 4 7-0-12 2-7-4 2-7-4 7-0-120-3 6 0-0-()Il- --- 4-4k -0 0-0-0 -1 LOADING (psf) SPACING, 2-0-0 CS1TCLL20,0 Plates Increase 1,25 TC 0.42 DEFL in (10c) PLATES GRIPTCDL10.0 Lumber Increase 1 25 BC 0.98 Vort(LL) 0.17 K >999 -1-1-20 245/193BCLL0.0 HeP Stress Incr No W B 0.85 Vert(Tt-) -0,26 K-L > 86 9 13CDL 10.0 I-Iorz(FL) o.n G n/aCodeF1302001 (Matrix) 1st LC, LL Min I/clefl - 240 Weight: 381 lbLUMBER TOP CHORD 2 X 4 SYP No,2 BRACING BOT CHORD 2 X 8 SYP No,2 TOP CHORD Sheathed or 5.7-11 OC PLI'lin s. WHS 2 X 4 SYP No.3 DOT CHORD Higid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) A-7B19/0-3-8, G-5556/0,3_8 Max Lforz A --I 26(load case 5) Max UplittA--2536(load case 5), G-1895(load case 5) FORCES (1h) - First Load Case Only1-0P CHORD 'A-0-15883, B-C-13343 C-D--10827'D-E-10821, E-F-13530, F-G-13257, G-1-1-29BWEBSOTCHORDA-M-14702, L-M-14702, i<-L-12296, JK-12462, I-J-12249, G-1-12249C-L-3367, D-K-7962, E-J-3643, C-K--3380, E-K--3624, B-M— 1928, B-L-2751 F-1-57 1, F-J-244NOTESES (7) 1) Special franc er11 ( s) or connection(s) required to support concentrated load(s) 3053.0lb clown and 1049,51b up at 12-3-4 on botton-, chord. Design forunspecifiedconneclIon(s) is delegated to the building designer, 2) 3-ply truss to be connected together will, I Od Conlaron(, 1 48"XX) Nails as follows: Top chords connected as follows: 2 X 4 - I raw at 0-9-o OG, Bottom chords connected as follows: 2 X 6 -4 rows at 0-4-0 oc, Webs connected as follows: 2 X 4 - I vow at 0-9-0 oc. SPeclal hanger(s) or Gourlectifl(s) required to support concentrated load(s) 305101b down and 1049,51b Lip at 12-3-4 on b011orn chord, Design forunspecifiedconnection(s) is delegated to file building designer. 3) Unbalanced roof live loads have been considered for this design, 4) Wind: ASCE'7-98 per FBC2001; I I or,,fih; h-25ft; -FCDL-6.opsf; BCDL-6.opst occupancy category 11; exposurer B; e c 0cantileverleftandLightexposed ; end vertical t p i a n I sed;MWFI:IS gable end zone; 5) Provide mechanical connectionleft and right exPOsed;Luniber DOL-1,60 plate grip IDOL- 1.33 by others) 01 truss to bearing plate capable Of withstanding 2536-lb uplift at joint AandIB95lbupliftatjointG, Bt Special hanger(s) or connection(s) required to support concentrated load(s) 3053.01h down and 1049,51b Lip at 12-3-4onbottomchord, Design for unspecified connection(s) is delegated to tire building designer, 7) TRJSS shall be fabricated per AHSVTPI 1-95 quality requirements, Plates shall be of Size and type shown and centeredatjoirttsunlessotherwisenoted. Provide bracing where indicated and within 4' of Interlorjoirils, Bracing Indicated onthissheetIstoreducebucklingofIndividualmembersonlyanddoesnotreplaceerectionandPermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design Information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The trussdesigneracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasItmayrelatetoaspecificbuilding: Any references to Job names and locations are for adrilinistralive purposes only and are not part oftherevieworcertificationofthetrussdesigner, LOAD CASE(S) Standard 1) Regular: Lumber Inci ease- 1,25, Plate lucrease.1 .25UniformLoads (pit) Vert: A-J--740,0, G-J-20.0, A-[)--60,0, D-H-60,0ConcentratedLoads (lb) Vert; J-3053.0 Customer No: 11 045,iCu.stornerName. CENTEX HOMES Date Req:G,- 'Draw No:539069DIG17 Contractor/Job: 25WEL'A RF"', ORLANDO Shop No: 539 - 06901 E_J7 est ProljolversafPor ypa ucts,Inc,, Burill-IgIon, F4_C2_7_21_5_., elf Kerr U4 Qly PlyIY C enCO _XQrFa V -ljW2_5 69--Aljs 04 —1 -6 --- j 27 1 Job Reference 03 MITekInclust' 19psFeb6 . Iles, Inc.lnWed Apr _2Riif:33:38 2003 Pago Sualo — 1; 15, LOADING ( pst) SPACING 2-0-0 CS1 1CLL20,0 PIRIOS Increase TCDLlom1-UnIber Increase 1, 25 T Co.,r)9DEFIL In Vert( LL) n/a 10c) I/d©A PLATES GRIP BCLL 0.0 Rep Stress Inca 1, 25, YES FIC 0.21 WD Vell( H-) 0.17 n/ a J-1-20 A > m 245/193 HCDL 100 Code FOC2001 00 Matrix) llorz(' VJ_) 0.00 C n/a LUMBI -: R I st LC ILL Min I/defl 240 Weight: 23 lb TOP CI-101-ID2 X 4 SYP No.2 BRACING ROT CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 13-0-0 oc pudins, BOFCHORDRigidCoilingdirectlyappliedI 0-0_0 orc bracing, REACTIONS ( lb/size) C_19t3/Mocha nical, B-346/0,3-8. D-68/Mochanical MaxFlorzB-I 59(load case 5) Max UPINC-11 135(load case 5). B-75(load case 4) FORCES ( lb) - First Load Case Only TOPCHORDA-B-22 13-C-132 130TCHORD0-D-0 NOTES ( 3) 1) Wind: ASCE 7-08 per FBC2001; I I on-lPh'' 11-25ft; TCDL_ui.0Psf; BCDL.(!.0psf; occupancy category 11; 0XPOSUle B; enclosed;MWIFFIS gable end zone-, cantileverleftandfightexposed ; end vertical left and right ex[)osed;Lumber DOL-1.150 plate grip DOL-1.33. 2) Provide mechanical connection (by others) Of truss to bearing plate capable of wthstanding 165 lb uplift at joint 0 and 75 11) uplift at joint B. 3) TrussshallbefabricatedPerANSIfFPII-95 quality requirements. Plates shall be j of size and type shown and centered at joints unless Otherwise noted, Provide bracingwhoreindicatedandwithin4" of interior joints, Bracing Indicated on this sheet is "Of replaceerectionaridpermanentbracingrequiredforthetoreduce buckling of individual IT101111)OFs only and does conformance Witt, conditions and requirements le overall building design, Building Designer shall verify all design information or, this sheet for for thecorrectnessoraccuracyofthedorltsofrhospecificbuildingand90VOIllingcodesandordinances. -110 truss designer accepts no responsibilit) 9 1alivepurposes only and are not pall of the review or certification of the truss designer, LOAD Anyreferences to job names and locations are for administrative esi n information as It may relate to a specific building LOAD CASE( S) Standard No: 11045 Custoner'Name: CENTEX HOAA Pc -A Contractor/job* 2509"ELA RFrNDOsh op No:Date"Recj DrawNo:53906901.EJ7 11ULJ TMqrus5Tru 53906901 HJ7 ErDJACK TRUSS Universal61v-- el sa Forestrest Pi,-oduas_ inc., wilingMori, 4 27215,Jef Qly F a s- r-ab20 200' Reference (cption4lj Inc. Wed Apr 23 08:33:38 2003 Page I I U4 = LOADING ( psf) SPACING 2-0-0 TCLI_ VCDL 20. 0 10, 0 Plates increase 1.25 BOLL 0,0 Lumber Increase 1.25 BCDL 10,0 Rep Stress Incr NO code FBC2001 LUMBER I - OP CHORD 2 X 4 SYP NO,2 BOT CHORD 2 X 4 SYP N0.2 WL- 08 2 X 4 SYP No.J 5- 8-3 ME C- 131 T C 0_97 BC 0.40 W a0,26 (Matrix) 154 Fit' N 3X4 '; W21 w i8C. R10 - 1: 1 aD r- G 2x3 II F E 2x3 -- DEFL in Vert( l_L) 0,0'1 IOC) 1/dell F- G PLATES GRIP Varl( TL) -0.06 999 F, G >999 1- 1-20 245/193 Horz( rL) 0.01 F n/a 1st LC LL Min Puell m 240 Weight: 40 lb BRACING TOP CHORD Sheathed orb-0-0 oc purlills. BOTCHORDF"g'd ceiling directly applied or 10-0-0 oc bracing Max Harz B l 93(load case 4) nical REACTIONS ( Ib/Slze) B-435/0-343, F-408/1V10chanical, D-222/Mec a Max LlipliftB-242(load case 2), E-64(load case 3), D-179(load case 5) FORCES 013) - Flist Load Case Only I -OP CHORD A-B-24, B-C-858 C-D-46 BOTCHORD13-G-800, F,G_t306 WEBS , E-F-0 C- 6-1 69, C-F--877 NOTES ( 3) 1) Wind: ASCE 7-98 per FBC2001; 1 '10mph' h-251t; TCDL-C),Opsf; BCDL.-E!,opst; Occupancy category 11; exposure B encIosed;MWFRS gable end zone - cantileverleftand , right exposed ; end vertical left arid tight exposed;Lurnber DOL-1.60 plate grip DOL-1,331 2) Providemechanicalconnection (by others) of truss to bearing plate capable of Withstanding 242 lb uplift at joint B, 64 Ib uplift at joint [ and 179 lb uplift at Milt D. 3) Truss shall he fabricated Per ANSI/'FPI 1-95 quality requirements, plates shall be (A size and type shown and centered at joints unless Othelwise noted, Provide bracingwhereIndicatedandwithin4" of interior Joints. Bracing indicated an this street is to reduce buckling Of individual members only and does not replaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all design loformatiorl orribls Sheet for conformance Withconditionsandrequirementsofthespecificbuildingandgove,1111-Ig codes and ordinances, -1 'ho truss designer accepts no 16sponsibilit) for thecorrectnessoraccuracyofthedesignInformationasitmayrelatetoaspecificbuilding. Anyleferen ad"ll"'strat!" Purposes only and are flat part of the review or certification I at thetruss designer, referencesto Job names and locations are for LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-.1.25 Uoilarni Loads (plf) Vert: A-B- 60.0 Trapezoidal Loads (pit) VOW 13-0. 0-to-E-49.5, B--2.2710-D'-'-148.5 Customer No: 11045 ------- Customer , Name:. CENTEX HOMES,, ORLANDO Shop No: 1' Contractor/Job: 25W;ELA RF Date, Reql.r,,,, 003 Draw No:53906901HJ7 JUL) 1-1 Truss-T Y Cetitex-Oilaii(ic)/2509-A/isi/4-,iq-3 53906901 __11-11 MONO HIP Universal - ------- - - Inc., Our linglon, NC 272 15, Jeff Kerr 000 s Feb 20 2003 MiTek lndustrle_sj_n_c.Wo ige 12,10-10 -7-9I -- __ I -_ ____ 36-0-01B24-4-7 1107-00 6_1 0-10 5-6-14 5-6-14 5-11-14 5-10-10 Scale - 1:62, 7X10 = 5.00 j12-. 0 1 5X6 sx 8 = 2x5 11 57f6 500 5X10 a P 0 2X5 11 5XID MIHBH5x65X6 500 101118H= 7X103X5 11 5X10 :Z j -_ 12 __ 12- 1 - 0-10 9 640-_0 7-1-125-8-14 sets ff Y)_: Rl'.0-2-7, Plate , C-.) if :0 3 0 3 al 5-8-14 5- 10-10 LOADING (psf) SPACING 2-0-0 TC L L 20,0 Plates increase 1.25 CS1 TC DEFL In loc') I/detl PLATES GRIP TCDI_ 10.0 Lumber Increase 1,25 11CIL[_ 0.98BC 0.92 Vel t(tA-) 0,79 Vert(-T-[-) -1. 12 N-0 >544 TI-20 2,15/193 N-0 0,0 Ile)) Stress Incr I NO BCDL 10,0W130.86 Horz(TL) o,lg 383 n/a Code FOC2001 Matrix) 1 st LC LL Min I/dafl - 240 Weight: 230 Ill LUMBER TOP CHORD 2 X 6 SYP No.2 'Except* BRACING 1111 2 X 4 SYP No, I TOP CHORD Sheathed, except end verticals, 130T CHORD 2 X 6 SYP No. 1 Except- BOT CHORD Rigid coiling directly applied or 4-1-6 oc bracing. 132 2 X6SYPSSWEBSIHowatrniciptI-K WEBS 2 X 4 SYP No.1 *Except' W3 2 X 4 SYP No,2, W2 2 X 4 SYP No.3 W2 2 X 4 SYP No.3, W2 2 X 4 SYP No.3 W2 2 X 4 SYP No.3, W2 2 X 4 SYP No.3 REACTIONS (lb/size) J-3136/Meclianical, B-3053/0-3-10 (loput: o,3,8) Max llorzB-163(loadcase 3) Max Upllft,1- 1273(load case 3), R--1 058(load case 3) FORCES (11b) - First Load case only TOP CHORD A-B-26,13-C-7057, C-D-93139, D-F--1 0135, E-F-8829, F-G-8829, G-1-1-8829, 1-1-1-5501, I-J-2966 BOT CHORD 13,0-6455, P-Q-6472, 0,P-6472, N-0-93137, M-N-10135, L-M-5501 WEBS K-L-5501, J-I(- Igo C-Q-326, D-0-1 177, E-N-1 14, G I -M-7313, H-K-2376, C-0-3235, D-N-832, E-M-1453, H-M-3701, I-K-5908 NOTES (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE7-98 per FFIC2001; 110rniph; h-25fl; TCDL_6,0P,,; 0CDl__6,0psjr; occupancy category 11; exposure B; oriclosed;MWFRS gable end z I ona; cantilever left andtightexposed ; and vertical left arld light exposed;Lurnber DO[-..I,bo plate grip DOL-1.33. 3) Provide adequatedrainagetopreventwaterponding, 4) All platesmeTIL20platesunlessOtherwiseIndicated. 5) WARNING' Heclulied bearing size atjoint(s) 13 greater than input bearing size, 6) Provide mechanicalicalconnection (byothers) s) of trussto bearing plate capable of withstanding 1273 lb uplift at joint J and 1058 lb upliftatjointB. 7) Girder carries hit) end with 7-0-0 end setback 8) Special hanger( s) or connection(s) required to support concentrated load(s) 385.01b down and 31 0.81lb up at 7-0-0 on top chord. Designforunspecifiedconnection($) is delegated to the building designer,. 9) riLISS shallbefabricatedperANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unlessOtherwisenoted. Provide bracing where indicated and within 4" of interior joints. Bracing indicate oil 6 , required fortheoverallbuildingdesign. Build this Sheet Istoreducebucklingofindividual -members only and does not replace erection and perpiariont bracing d ling Designershall verify all design information on this street for ronfoirriance with conditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer- accepts noresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. AnyreferencestojobnamesandlocationsareforadnilrilsItalivepurposesonlyandarenotpartofthereview Orcertificationofthetrussdesigner, 10) Right end may be attached to 2x8 So.pjr'O RC of two or more ply girder trusswith Simpson I-IUS28 or eq. Follow l Simpson Instruii.1ionsforinstallation, LOADCASE(S) Standard 1) Regular: Lumber Increase- 1,25, Plate Increase-1,25 Uniform Loads (pit) Veit: B-J-415, A-Cm60.o, C-1-130,133 Concentrated Loads (1h) Vert: C--385,0 Customer No: 11045 Customer Nalme: CENTEKHOMES!,,O R LANE) 0 ContraEL.A RF -'.DateRe ! T Draw 1c,tor/Job: 2509: qShop No:i----_--. No:53906901 H1 Job Truss TrussType Qty Ply Centex-Orlal ido/250bW-Jsk/47_1f-g__19 - ----- - 53906901 H 2 MONO LIIP nww f 1 0- -----__- - ____ 000 nversal Forest Job Reference (optional) 11c, Bulling a f Kerr -& AprsFeb [_!Te Industries, Inc, We Apr 23 0813:39 2003 Page I 20 21-0.0 5-8- 14 3-3-2 - '3fi__OG-9-14 22-60 6- 8,2 6 a 6 9-14 8- 10 - 1:62, 5x7 = - qW, 3x6 = 5X6 3xU 0 3X0 L_ 5- 8-14 3-4-14 (1-8-2 pf ateoffsets IJJALANG psf) SPACING 2_Q_o TCLL20,0 Plates Increase 1,25 TCDI_ 10,0 Lumber Increase 1,25 HCLL0,0 Rep Stress Incr N 0 BCDL10,0 code F1302001 LUMBER TOP CHORD 2,X 4 SYP No.2 BOT CHORD 2 X 4 SYP NO,2 WEBS 2 X 4 SYP No.3 M L K 30 = 3.n 3X6 2x5 11 6- 8-2 6-8 2 6 9-14 C81 TC 0,94 DEFL Vert( LL) In ( loc) 0- 30 I/ cioil 13C 0.74 Veft(TL) L- M 0. 51 I_-M gg 048 WEI0.60 Horz(TL) 0.11 1 n/a. Matrix) , I st LC LL Min I/cleft - 24 0 PLATES TL2o Weight: 165 it) GRIP 2, 15/193 11 D Sheathed OF 3-0-14 oc; pridins, except end verticals. BOTCHORDRigidcoilingdirectlyappliedor5- 1 0_ 11 oc biacinq, REACTIONS ( Ilb/size) B-14913/0-3-El, 1.1427/Modianlcal MaxLIOVZB-220(load case 3) Max LJpllftB--43 I (load case 2), 6-4133(load case 3) FORCES .( Ib) - First Load Case Only TOPCHORDB T C1 A-B-22, B-C-3062, C-D-2615, D-E-3374, F:-F--3210, F-G-3210, G-H-2114, LH-1354 0 -i0RD H-0-2766, N-0-2560, M-N-2580, L-M-3374, K-L-2114,J-I<-2114, I-J-69 WEDSD- 0-314, C-0-238, E-M-324, F-L-391, G-J-1 037, D-M-908, EL-l 88, G-L_ 1260, H-J-2352 NOTES (4-5) 1) Win(-]: ASCE 7-98 per FBC200 1; 11 0111ph; h-25ft; TCDL-6.opsf; 13CDL-6,Opst; occupancy cat I egory 11; exposure 8; 0ocI0sed;MWFRS gable end zone; cantilever leftandrightexposed ; end vertical left and right exposed;Lurnber DOL-1.60 plate gilp DOL-4.33. 2) Provideadequatedrainagetopreventwaterpending. 3) PrOvIdO Mechanical connection (by others) of truss to bearing plate capable of withstanding 431 lb uplift at joint U and 483 lb uplift at joint I. 4) TrussshallbefabricatedperANSI/I PI 1-95 quality requirements, Plates shall be Of size and type shown and centered at joints unless otherwise Provide bracingwhereindicatedandwithin4" Of interior Joints, Bracing indicated on this street Is to reduce buckling of Individual members Only and does for the correctness or accuracy Of the design Information as it may relate to a sp 'fling codes and ordinances. The truss designer accepts no responsibility Conformance with conditions and requirements Of the specific building and gover shall verity all design 1101 replace election and permanent bracing ieclulred for the overall building design, Building Designer sl noted, Information on this street lot' ecific building. Any references to job names and locations are for administrative purposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner, 5) 1-128R; Right end may be attached to 2x8 So -Pine BC of two or more Ply girder truss with Simpson HUS26 or eq, Follow Simpson inStl`UGfiOnS for installation, LOADCASE( S) Standard Customer ,No: 11 045,Custorner Name:, CENTS k MOM ES,,OR LAND Contractor/Job: 25091EL 0' Shop No., A`RF' Da 111^-n--,,DrawNo:539069o.1H2 t,eRe. I Fuss i ype Universal Forest Products, nC., Burlington, NC 272 IF 5.000 s I I I y I Centex- Relerenr-'q_(opl lo ustnes" Inc. We. K 08:33:40 2003 Page I 25 0-0 29-6-131-0 0 6-5-3 4-6-13 14-0-0 4-6-13 6-5-3 LOADING (psf) CLL 20,0 TCDL' 10.0 BC1_L (),0 13CDL 10.0 5X6 5XE; M L , 3XG - 3X8 9-3-14 9-3-14 SPACING 2-0-0 Plates Increase 1,25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC2001 LUMBER, TOP C1 IORD 2 X 4 SYP N0.2 BOT Cl JORD 2 X 4 SYP NO.2 WEBS 2 X 4 SYP No,3 K 3X8 B-8-2 i, . 1 30 = 34 M_ _00 9-3-14 3x7 — CS1 TC 0.45 DEFIL In Vert(LIL) 0,22 10c) I/defl PLATES GRIPKBC0,80 V01 t0 L) -0.43 ogg 1120 245/1KM >ggg 93 WU 0.23 Horz(-rL) 0,13 H n/a, Matrix) I st LC LL Min Well - 240 Weight: 167 Ilb BRACING TOP CHORD Sheathed or,3-2-14 OC p0fllns, BO-F CHORD Rigid ceiling directly applied or 7-9-2 oc bracing, REACTIONS (lb/sIze) H-1427/Mechanical, 13 14913/0-3-8 Max I lorz B-131 (load case 4) Max UpliftH-328(load case 3). B_-$132(load case 2) FORCES (lb) - First Load Case OnlyTOPCHORDA-B-22, B-C-3046, C-D-2782, F-G-2780, G-H-3057, D-E-2829, E-17-2829ROTCHORD13-M-2749, L-M-2371, K-L-2371, J-K-2374, I-J-2374,1-1-1-2761WEBSC-M-309, D-M-432, F-1-440, G-1-315, E-K-443, D-K-549, F-K_544 NOTES (5-6) 1) Unbalanced Foot live loads have been considered for this design, 2) Wind: ASCE 7-96 per FBC2001; I 10'Tiph; h-25ft; TCDL_6mpsf; BCDL-B.Opsf; OCCU[)aney category 11; exposure 13; enciosed;mwFHS gable Bud zone; cantilever left and right exposed ; end vertical left and right exposed;Lunibef DOL-1.60 plate grip DOL-1.33, 3) Provide adequate drainage to prevent water pending. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 326 lb uplift at joint H and . 382 lb uplift at joint B. 5) Truss shall he fabdeated per ANSIfFPI 1-95 quality requirements. Plates shall be of Size and type shown and centeredatjointsunlessotherwisenoted. Provide bracing where indicated and within 4' of Interior joints. Bracing Indicated onthisstreetIstoreducebucklingofIndividualinerribersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verity all design information on this street forcOlIfOIrfiancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances, The trussdesigneracceptsnoresponsibilityforthecorrectnessoraccuracyIIofthedesignI[ specificbuilding. Any references to job names and locations a formation as It may relate to a filereviewOFceuiifi('atlOn Of the truss designer, re for adi-ninistlative purposes only and are not part of 6) 112BR: Right end May be attached to 2x6 So,pine BC of two or more ply girder truss with Simpson I ILJS28 or aq, FollowSimpsoninstructionsforInstallation, LOAD CASE(S) Standard Customer No: 11045 Customer Narne. CENTER -HOMES ORLANDO Contractor/Job: 2509 ELA RF,, Date`Reo Shop No DraW No:53906901 H3 TvJ00bussUssTrussPe wurx 53906901 H4 H00FTH(JSS Universal ol01 ast Products, Inc., Burlingtoll, NC 27215, jeff 1 5.000 s [-a y I Uc:iitex-C)iiaii(lo/2500-A/iskl4--,19-3 enc lorral 20 2003 MiTek industries, Inc, Wed Apr 23 08:33:40 2003 Page 6-5-3 -0130 -- --- I --- '1q.4i--( 1-0-0 6-6 - 3 6-6-13 10-0-0 6-6-13 6-5-3 S "Gain 5X6 = V1 L K 11 . 1 3X7U6 Ixa 3x8 3x8 = 3X6 9-3-14 LOADING (psf) SPACING 1 2-0-0TcLt, 20.0 Plates Increase 1.215TCDL10.0 Lumber Increase 1.25BCL[- 0.0 Rep Stress Incr YESBCDL10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 130T CHORD 2 X 4 SYP 1\10.2 WEBS 2 X4 Syll No,3 8-8-2 B-8-2 00 9-3-14 CS1 TC 0.54 DEFL In Voi I(I-L) o.18 loc) Well PLATES GRIPK13C0.79 Vort(TI-) -o,n 999 TL20 245/193I<-M >999Wn0.18 Horz("I'L) 0,13 H n/aMatrix) 1st LC LL Min Well - 240 Weight: 171 it) 13RACING TOP CHORD Sheathed or 3-1-1 oc purt,-Is, Bo,rCHORD Rigid coiling directly I applied or 7-8-1 5 oc bracing, REACTIONS (lb/size) 1-1-1427/Mochanical, 13-114913/0-3-8 Max Horz B-1 49(load case 4) Max [JpliftH--3 I 9(load case 5),, B--389(load case 4) FORCES (lb) - First Load Case onlyTOPCHORDA-B-22,B-C--3071,C-D--2769,F.G--2776,G-11--3081,D-E--2365,t-:-F--2365BOTCHORD0-M-2777, L-M-2174, K-L-2174, J-K-211713, W-21713,1-1-1-2768WEBSC-M--39 . 4, D-M-552, F-1- 560, G-1-400, E-K-252, D-K-284, F-6C-280 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.98 per FBC2001; 110urph; h-25ft; TCDL-6,0pst; BCDL-6.opsf; occupancycantllevel, left and light exposed ; arid vertical left arid right exposed;Lurnbei Category ll exposure 13; anclosed;MWFRS gable and zone; 3) Provide adequate drainage to prevent water ponding. DOL-I 6 10 plate grip DO 1-- 1,33, 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 319 lb uplift at joint 1-1 and 389 lb uplift at joint B. 5) Truss shall be fabricated per ANSVFPJ 1-95 quality requirements. Plates shall be of size and type shown and centeredatjointsunlessotherwisenoted, provide bracing where indicated and within 4" Of Interior joints. Bracing indicated onthisstreetIstoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandPmbracingrequiredfortheovalallbuildingdesign. Building Designer shall verify all design information on theirssaffil(3c(11ttfor conformancewithconditionsandrequirementsOfthespecificbuildingandgoverningcodesandordinances. The truss designeracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasItmayrelatetoaspecificbuilding, Any references to jet) narnes and locations are for administrative purposes only and are not part of 1110revieworcertificationofthetrussdesigner. 6) 1-12BR: Right arid may be attached to W So.Pirie BC Of two Or more ply girder truss with Simpson HLIS28 or eq. FollowSimpsonInstructionsforinstallation, LOAD CASE(S) Standard Customer No: 11045'Custoi-ner Name: CENTEX,HIOMES-'OR LANDO, I Shop No: Contractor/Job: 2509 ELA.RF Patefleq,,- 'Draw No:53906901 H4 MU IVOSS 53906901 H5 versai 1-ore4t Products,lnc,, Burlio Truss lype ROOFTHUSS 1 1 tb'i f 1a, Jett Kerr 1=e1 2n Par)' r ontex-Orlando/2509- All sk/4- JohRoferance Industries, Inc, Wed Apr 23 013:33:41 2003 Page I 11-10-t 4 15 0-0 0-0 5-5-10- 3-1-2 6.0-0 3-1-2 5-5-10 Scala - 1:61. 5.(Ml 12 6x6 5fi 5xA r F axe N M L K A 3X8 5x1p 3x7 c: UO 3x6 = 9314 f 96-0 0931A f0gA I— —I020900-04_ 00-301 9 3-14lateOlfsrts LOADING ( psf) TCLL 20.0 SPACING 2.0.0 Plates Increasa 1.25 CSi TC DEFI- in (lac) I/dell PLATES GRIP T TCDL 10,0 BELL Lumber increase 1.25 0, 43BC O.7Fi Vert( LL) Verzfft- 0. 17 L >999 0, tL20 24.a/193 0.0 BCDL tom Rep Stress Iner YES Wa 0,66 Horz(iL} 13 i J >9 0. 13 I CodeFBC2001Matrix) 1a nla1stLC LL Min I/dell. 240 Weight; 183lb LUMBER FOPCHORD 2 X 4 SYP No.2 BRACING E30T CHORD 2 X 4 SYP N0`2 TOP CHORD Sheathed or 3-3-1 oc purlins. WEBS 2X4SYPNo,3 BO-F CHORD Rigid ceiling directly applied or 7-4.12 bracing. ac REACTIONS (lb/ size) B-1498/0-3-8, 1a1427/Mechanical Max Harz B-168(load case 4) Max UpliftB- e413(load case 4), 1A-343(load case 5) FORCES (lb) - First Load Case Only TOP CHORDA-0-a22, B C--3063, C-D@-2770, D-E-1983, F-0-1963, G-1-1 -2778, H-1--3073, C-Fti-2021 HOT CHORD13-N-2766, M-N-2265, L-M-2265, K4-2268, J-K-.2268, i-J-2779 WEBS C-N•--371, D-N-496, G-J-504, 11-J--377, E-L-505, F-L-504, G-L-596, D-L--593 NOTES (5• f,} 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-90 per FBC2001; 110mph; h-25ft;,TCDL-6.0psf; BCDL-6.Opsf; occupancy category II; exposure B; anclosed;MWFRS gable end zone; cantilever leftandrightexposed ; end vertical left and right exposed;Lurnber DOL-1.60 plate grip D01--1.33. 3) Provideadequatedrainagetopreventwaterponding, 4-) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint B and 343 lb uplift at joint I. 5) TrussshallbefabricatedperANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at jointsunlessotherwisenoted. Provide bracing where Indicated and within 4" of Interior joints. Bracing indicated on this sheetistoreducebucklingofIndividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conforruance withconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer acceptsnoresponsibilityforthecorrectnessoraccuracyofthedesignInformationasitplayrelatetoaspecificbuilding: Any references to job narnes and locations are for administrative purposes only and are not part of the revieworcertificationofthetrussdesigner. 6) 112OR: Right end may be attached to 2x8 SO.PIne BC of two or more ply girder truss with Simpson HUS28 or eq. Follow SimpsonInstructionsforinstallation, LOAD CASE( S) Standard LISt®nler Nca: `f 1945•Custor-ner Nariie: CM NTCX IHOMESORL.AND( Thep Nca: " , I - ( A . Contractor/Job: 2 Q9 ELRFC .. `gate, Req ._- i -.)J raw, o; 3906901 U r runs Truss Type Qty Ply Centex-Orlando%250c 53906901 H6 EiOG BUSS I 1 J_ob Reference o ptloUniversalFortsiProducts,fnc ,Burlington, NC 27215, Jeff K®rr _. ---_-. ---- - _ ---_LE__ ti.000 s Feb 20 2003 MiTek Industries, Inc, We 23 011:33:41 2003 Paige 11 10-14 17-0-0_1 1s-o_o_I 2 it-0 v06 -3 a_J„try r-2-0-0 i1-2 2 0-0 5-1-2 5 6- i0 fi-5-a 1 Scala - t:f 5 PO 12 50 — 5x6 r= f' N I Aq 3x6 = 3x6 = f X12 -- J 30 = 3x9 =_ 3x8 = 9 3-19 5-8-2. o)J 0-3-0,0-2-41, 1F:0-3.0.0 LOADING; (psf) 1 SPACING 2-0-0CLL20.0 Plates Increase 1.25TCDL10.0 Lumber Increase 1.25BCLL0,0 Rep Stress Incr YLSBCDL10,0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No,2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No,3 C:SI TC 0.44 13C 0,78 WB 0'75 Matrix) 0-4-0 DEFL in Vert(LL) 0,17 loc) Udell PLATFS GRIPL- Vert(TL) -0.36 A)99 TL20 245/193I-J >999I-lorz(TL) 0.13 I nla 1st LC LL Min Ilde11 - 240 Weight: 183 It) BRACING TOP CHORD Sheathed or 3-3-0 oc purlins. DOT CHORD Rigid Gelling directly applied or 7-1-0 oc bracing, REACTIONS (iblslze) B-1496/0.3-6, 1-14271Mech€tnicalMaxHorz13-186(load case 4) Max UPliftL3m-435(load case 4), 1®-364(load case 5)- FORCES (lb) - First Load Case OnlyTOPCHORDA-B-22, B-C-3057, C•Da-2773, D-Ed-1947, F-Gi-1947, G-H-2780, H l -3oG7, E-f=« 1612BOTCHORD0-N-2762, M-N-2278,1-M-2276, K-L®2261, J-K92261, I-J 2773WEBSC-N.-353, D-N-464, G-J-491, H-J-359,-E-L-524, F-L-523, G-L-696, D-L-693 NOTES (5-fi) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCF 7-98 per FBC2001 ; 110mph; h-25ft; TCDL-6.0psf; BCDL-6,Opsf; occupancy category 11; exposure B; enclosed;MW FRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip3) Provide adequate drainage to prevent water ponding, p DOL-1,33; 4) P'rovide mechanical connection (by others) of truss to bearing plate capable of withstanding 435 lb uplift at joint B and 964 lb uplift Elf joint I. 5) Truss shall be fabricated per ANSIlTPI 1-95 quality requirements. Plates shall be of size and type shown and centeredatjointsunlessotherwisenoted, Provide bracing where indicated and wllhtn 4" of interior joints. Bracing Indicated onthissheetIstoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all deslgn Information on this sheet forconformanceWilliconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The trussdesigneracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesignInformationasitmayrelatetoaspecillcbr.lilding. Any references fo )ob names and locations are, for adrnlnlstralive purposes only and are not part oftherevieworcertificationofthetrussdesigner, 6) 1-128R; Right pnd may be attached to 2x8 30,Pine BC of two or more ply girder truss with Simpson I iUS26 or eq. Follow Simpson instructions for installation, LOAF) CASE(S) Standard 0 Customer No: 11045 Custoril NanENT t , I ._ A---N—D—J—---S—-p-o—p _No:!_Contractor/job: 2509, RL;ARF: Date-Re Draw No:53906901 Fib l rus-- C11y Ply Centex-Orlando/2509-Aljsiel4-19-3 53906901 T7 S """"` ROOF TRUSS - versai vorest Products,lnc., 6urlingkm, NC 2721:>, JJeff Kerr 5,000 s Feb b Reference (opllonal)- ndustries,lnc, Wed Apr 23 0€333:42 2Q03 Page 1 1-o 6 5-3 71 10 14 29-6-13 6-0_0 I 1-0-0 s-5-3 5-5-10 i B-1.2 ----I--- 6-1-2 5-5.10 6-5_3 Scale M 1;60. cif a M 3X6 W 9314 Plate Offsets ft)0]![f" 0 4-0 0 3 LOADING (Pst)- SPACING 2-0-0TOLL20.0 Plates Increase 1.25TCDL10,0 Lumber increase 1.25BCLL0.0 Rep Stress Incr YES13CD1_ 10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 DOT CHORD 2 X 4 SYP N11.2 WEBS 2 X 4 SYP No.3 5.00 j12 5X6 E L i< 1 1 3x6 =s 100-0— 6A0_2 28-6-, a_p-2 CSI TC 0.44 DEFL in Vert(LL) 0,18 loc) 1/defl PLATES GRiPKBC0.79 Vert(TL) -0,39 990 1120 H-1 >999 245/193 WB 0.80 Horz(TL) 0,13 fI n/aMatrix) 1st LC l_L Min Ildefl 240 Weight; 174 lb BRACING TOP CHORD Sheathed or 3-3-0 oc purlins, DOT CHORD Rl9id ceiling directly applied or 6-11-8 cc bracing. REACTIONS (Iblslze) B-1496/p-3-t3, 11-1427/MectranicalMaxHorz !3-195(load case 4) Max Upliftt3-444(load case 4), 1i--374(load case 5) FORCES (lb) - First Load Case OnlyTOPCHORDA-13-22, B-C-3056, C-D--2773, D-ER 1944, E+--1944, 1:-G-2781, G4H-3066BOTCHORDB-M-2760, L-M-2281, K-L-2281, J-K-2264, I-J-2284, H-1-2772WEBSC-M-349,-D-Me481, D-K--704, E-K-1052, F-K-708, F-1-489, G-1-355 NOTES 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-9B per FBC2001; 110mph; 11R25ft; TCDL_6,0psf; BCDL-6,0psf; occupancy category II; exposure f3; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL -1.60 plate grip DOi_,1.33. , 3) Provide mechanicet connection (by others) of truss 10 bearing plate capable of withstanding 444 lb uplift at joint B and 374 lb uplift at joint H, 4) Truss shall be fabricated Per ANSI/TPI 1-95 duality requirerents, 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 rnernbers only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verity all design Information on this sheet forconformanceWithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no rosponsibilitfortfOrthecorrectnessoraccuracythedesigninforrrratlor as it may relate to a specific building. Any to job names and locations are for administrativepurposesonlyanddarereferencesnotpartoftherevieworcertificatlorlofthepussdesigner. 5) 1,MR; Right end may be attached to 2x8 SO,Pine BC of two or more ply girder truss with Simpson HUS28 or eq. Follow Simpson instructions for installation: LOADCASE( S) Standard CustOMer' No: 11045iCustomer Name: CENTS jNran-_ ` LAND C ;f cp.No.; Contractor/Job: 2,509 EL A F Date'Req,' Drarry Nc:539069Q1T7 Truss Type ---- - --- I aty Y Centex-01 ando/250b Universal rci-r-O-s-t-pfro- 5, 11c" Ell) 5,00,0--s'-f-a-b foptloi(rMITekIndustries, Inc, Wed Apr 23 :42 2003 Page 1 -0-0 6-5-3 5-5-10 5-1-2 2-0-0 5-1-2 5-5-10 6-5-3 1'0-o 5X6 := 5X6 E F 3x6 = KUllSX123X6 =3X6 3X7 = 9 3-14 9 3714 sets 8-8-2 36-o-O atPlata Off J-X E-:0-3-6 8-8-2 914 3- LOADING ( pst) SPACING 2-0-0 TCLL20,0 CS1 DEFL TCDL J0,0 Plates Increase 1,25 Luniber Increase 1.25 TC 0.42 in (Ior-) I/defl PLATES GRIP Veit(LI-) 0,17 M >999 LICLL' 0.0 Rep Stress Incr YES 13C 0. 70 WB TI- 2o 245/193 Vert(TI-) -0.38 M-C) >999 BCDL 10,0 Code FBC2001 0,74 Matrix I- lorzTL I n/a) LUMBER I t LC LL Min Weil - 240 Weight: 185 lb TOP CHORD 2 X 4 SYP No,2 BRACING BOT CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-6 oc WEBS 2X4SYPNo.3 porlins. BOT CHORDDHoldcoilingdirectlyapplied -7,1 or -9oc bracing, RE -ACTIONS ( ib/,i,,) B-1497/0-3-8, 1_1407/0-3-8 Max Horz B--1 78(load case 5) Max Up ' IMB-434(load case 4), 1--434(load case 5) FORCES (11)) - First Load Case only TO P, C 1-10 R 1) A43-22, B-C--3454, C-D--2770, D-E-1944, F-G-1944, G-H-2770, 1-1-1--3054, I-J-22, E-F--1809 130T CHORDU-0-2759, N-0-2275, M N-2275, L-M-2275 K-1- WEBS -2275, I-K-2759 0-0-353, D-0-484, G-K-484, H-K-353, E--523, F-M-523, G-M-693, D-M--693 NOTES (5) I) Unbalanced roof live loads have been considered.for this design. 2) Wind: ASCE 7-98 per FBC2001; I 110rriph; h-25ft; TCDL-6.0psf; BCDL-6 OPsf; occupancy category 11; exposure B" enclosed; MWFH 8 gable end zone; cantilever leftandrightexposed ; end vertical left and right 6XJPosed;Lunrber DOL-1,60 plate grip DOL-1,33, 3) Provideadequatedrainagetopreventwaterponding. 4) Provide Mechanical connection (by others) of truss to bearing plate capable of withstanding 434 lb uplift plift atjoint 13 and 434 Ito Uplift at joint 1, 5) TrussshallbefabricatedperANSI/TPI 1-95 quality ieqUirernents. Plates shall be ofsize and IYP6 shown and centered at joint unless otherwise t Provide bracingwhere Indicated and within 4' of inteilorJoInts. Gracing indicated s noted, not replace erectionandPeraranentbracingledonthissheetistoreduf,,() bl-icl ljng of individual rig design, BuildingDesignershallverifyallVldualorerflhersonlyand does 5 and iequlremantsofthespecificbuildinganddesigninformalionOnibisstreetforconformancewithcondition, required far the overall building re, governing codes and ordinances. The In, for the correctnessoraccuracyofthedesignInformationasItmaylatetoatrussdesigneracceptsnor 0siponsibilit administrative purposes onlyandarcnotspecificbuilding. Any references enc0s to jobnames and locations fir© for lot part Of018revieworcertificationofthetrussdesigner, LOAD CASE(S) Standard rw ustomer No: 11045 CLIStomer Name: CENTEX MS H E,ORLANDOrNI Q -Iontractor/Job; 25091"ELA Rr- Shop No., ------- I Date prow No: 53906901H9' 53906901 l 1-I10 versal Foraz,;t I russ I ypo QIY-- P- ROO InI - G--. _Bur 1n - Ulan, 1`456m! 1 0 f k01T __ 5. 006 —S-Feb 20 2660 oritex-Orlaiido/2509-Alisi/4-40-9 af aren_r.qlqptil stries,Inc. Wed Apr23 08:33:43 2001 Page I 4____11 15-0-0 - W_ 1-0-0 36-0-0 1 7-0 - - I () 3-1-2 6-0-0 3-1-2 5-5 10 6-5-3 1 -o-O 5, oo I) z- I5X6 5X6 5b X8 F 3A6 = 3X8 = K U71500 = 3X8 3X6 9-3-14 PLl C7ff -a's _QX Y_ 60-2- LOADING (psi) SPACING 2_6_0FCLL20.0 Plates Increase 1.25TCDL10.0 Lumber Increase 1.25BCLL0J) Rep Stress Incr YES3CDL10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No-2 BOT CHORD 2 X 4 SYP No,2 WEL38 2 X 4 SYP NO,3 Et-Et-2 C81 DEFL in (loc) I/deflTC0.41 Verl(I-L) 0,17 M 999BC '0.70 WO VeFt(TL) 0,38 M-C) 9090.65 HOrz(TL) 0,13 1 11/aMatrix) 1st LC LL Min I/defl ® 240 178SEM 36-0-0 9-3-14 PLATIES GRIP 11.20 245/103 Weight: 184 lb I Ur LHUHD Sheathed or 3-3-7 oc purlins. BOT CHORD Rigid calling directly applied or 7.5-5 oc bracing, REACTIONS (lb/size) 13-1497/0-3,8, 1-1497/0-3-8 Max Horz B-159(oad case 5) Max tJpJiftB--4 lj(oad case 4), 1-413(load case 5) FORCES (111) First Load Case OnlyTOPCHORDA-13-22, B-C-3060, C-D-2768, D-E_-i980, F-G-1980, G-R-27, BOT CHORD B-0-2766, N-0-22132, M•N-2262, L-M-2262, IK-L-2262 I-K-276613B, H-6-3060, kJ-22E,F-2018 WEBSC-0-371, D-0-496, GK-496, H,K-371, F-M-504, F,. M-504, G-M-593, D-M-593 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCF 7-98 per FBC2001; I I Ornph; h-251t; TCDL-6.0[)sf; BCDL-6.0psf; o pancy category 11; exposure B; 01-1clOsed;MWFRS gable end zone; cantilever leftandlightexposed ; end vertical left and light exposed;Lurflber DOLcT60 plate grip DOL-1.33. 3) Provideadequatedrainagetopreventwaterponding, 4) Provide mechanical connection (by others) Of truss to bearingplate capable of withstanding 413 lb Uplift atjoint 0 and 413 lb uplift at joint I. 5) TrussshallbefabricatedperANSI/TPI 1-fly quality requirements. Plates shall be of size and type shown and centered atjOlntS runless otherwise noted, Provide bracingwhereindicatedandwithin4" of interior joints, Bracing Indicated On this sheet Is to reduce in bucl ling of Individual rflOrnbers only and does not replaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design Information on this sheet for conformance withconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances, The truss designer accepts no responsibility for thecorrectnessoraccuracyofthedesigninformationasitmay,relate to a specific building. Any references to job names and locations are for administrative Purposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner, LOAD CASE( S) Standard CLIstomet,-,No,,,, 11045!!Cu'stotiier,Nai-ne. CENTEXI`HOMES*,,OR LANDO S Contractor/Job: 2509i1EL'.A'RF, l ' 11 1., hop Date:Re' 19:53906901 Hi 0, I Fuss type -------- y is- 53006901 till Oty antex-Oilarido/250 0 - - - 3 wiz lJniveisal Forest Pro6t —du1s c,____ Burlington, NC 2721_jefFKe_rrphRefopcoup ion ql)- 5.000 ,— 5Feb202003MiTekIndustries, Inc. Wed Apr 310-0 23- 0-0 6-5-36 - 0 - 0__ 10-0-0 6-6-13 6-5-3 q11 0 6X6 2x3 11 5X6 i rage JT- 11 1_ 0_0 Scala — 1:6 30 Ull 3X8 = 1% 3x7 3X8 U6 9- 3-14 9-3-14 1, EF:0- 3-o 0,2.4 LOADING (psf) SPACING 2-0-0 TC L L20,0plates IncleRSO 1.25 TCDL 1 g 1-Umber Increase 1.25 13CLL 0,0RepStressIncrYESBCDL10,01IcodeFBC2001 LUMBER TOP CHORD 2 X 4 SYP N,-2 13OT CHORD 2 X 4 SYP No.2 WEDS 2 X 4 SYP No,J 18-0-0 26 -8--2 8-8-2 313-0-0 9-19-14 GSI IC 0A0 DEFL Vort(LI-) in ( 10c) I/ defl 0A8 L PLATES GRIP BC 0,70 999 Vert(Ti-) -0. 39 L- 999 TL20 245/193 WB 0.18 Hoiz(TL) 0.13 H n/a Matrix) I stLCILLMini/detl - 24 a Weight: 173 lb BRACING TOP CHORD Sheathed or,3-9-1 0 OG pui lins, BOT CHORD Rigidceilingdirectlyapplied7-9-8 or oc bracing., REACTIONS (lb/size) B-1497/0-3A H-1497/0-3-8 Max HOQ R--1 41 (load case 5) Max UPliftH --3B9 ( load case 11), H-3139(load case 5) FORCES (lb) - First Load case only TOP CHORD A-B-22, B-C-3068, C-D-2766, F-G-2766, G-1-1-3068, 1-1-1-22 D-E-2362, E-F-2362 130T CHORD B-N-L 2775, M-N-2171, L-M-2171, K--2171, J-K-2171, H-J-27A WEBS C-N-394, D-N-552, F-J-552, G-J-394, E-L-7251, D-L-282, F-L-282 NOTES 1) Unbalanced root live loads have been considered for, this design. 2) Wind: ASCE7-98 per F13C2001; 1 1001PIE, h-25ft; TCDL-6.0psf; cantilever left andrightexposed ;and vertical left and right expos BCDL-6-OPsf; occupancy category 11; exposure B;'enclosed;MWFAS gable end zone; 3) Provide adequatedrainagetopreventwaterpondinc. ed;Luinber DOL-1.60 Plato grip DOL_1,3, 4) Provide mechanicalCOVIUacfion (by others) of truss jo bearing Plate capable Of Withstanding 389 lb uplift at Joint 5) Truss shallbefabricatedPerANSVTPI1-95 quality requitements, plates shall be int 13 and 380 lb uplift at joint [-I, Of size andtypeshownandcenteredatjointsunlessOtherwisenoted. Provide bracing whereIndicatedandwithin'4" Of interior Joints, Bracing indicated on this sheet is to reduce buckling of Individual not replace electionandPermanentbracingrequiredfortheOverallbuilding (]a Building Designer shall verify rnernhors Only and does conformance with conditionsandrequirementsofthespecificbuildingandgoverningalldesigninformationor, this SI-leet for for, the correctnessoraccuracyofthedesigninformationasItmayenlingcodesandordinances, 1-110 truss designer accepts no r0sponsllbilit\ relate to aspecIticbuildingAnyreferencestojobnatnesandlocationsareforadministrativePurposesonlyandArenotpartoftherevieworcertificationofthetrussdesigner, LOAD CASE(S) standard Customer No: 11045 Customer'Narne; CENTEX,HOME ORLANDO Shop No:: C ontractor/Job: 2509 ELA: BF Draw No':5390 6901HIl Job I Tr, I -1-s -s 53906 901 1-11 2 ROvim`O r-1 A,'JMMJ0O 0-61,FV -Fo [ es I P,10 d 0, cts-, -Inc-,-, 1-]u--r1-1ng fo--r-ijk- C-27215, -J OffR-6-[ b Referenceopflqrj4i) s Feb 20 2003 Mffoj Industries, Inc. Wed Apr -23--Dtl-i3--3-:4-4-2-0--0-3--Pa-go- 25- 0-0 13 V 3-0-0 -0-0 1-0-0 6-5-3 4-6-13 14-0-0 4-6-13 6--5--3-----1-0-0 Scala - 1:6 9- 3 - I,-! 9- 3-14 2x3 11, 5X6 --- 34 3X 83V ba3X1] 3X6 7 Plate OffsetsIX,Y) 0,0 2 4f 1F 0-3-00-2 LOADING ( psi) SPACING 2-0-0 TCI-L 20.0 Plates Increase L25 TCDL10.0 Lumber Increase 1.2-9F3CI-L 0,0 Rep Stress Incr YES BCDL10,0 Code . FBC2001 LUMBER TOP CHORD 2 X 4 SYP NO2 BOT CHORD 2 X 4 SYP No.2 W C 0 S2 X 4 SYP Na,3 B- 6-2 9- 3-14 Csi TC 0,43 DEFL In Vert( LL) 0,22 10c) 1/(,Iefl PLATES GRIP L13C0,79 Veit(TL) -0-43 999 TL20 245/193 L-N >999 WB0.23 Horz("I-L) 0.13 1-1 n/a Matrix) 1st LC LL Min l/defl - 240 Weight: 169 ib BRACING FOP CHORD Sheathed or 3-3-3 oc purlins. BOTCHORDRigidceilingdirectlyappliedor 7-10-3 oc bracing, REACTIONS ( lb/size) B-1497/0,3-8, 11-1407/0,3-8 Max Horz 13-122(load case 5) Max Uplif[ B-3B2(load case 2), I-1-362(load case 3) FORCES (1b) - First Load Case Only TOP CHORDA-13-22, B-C-3044, C-D-2779, F-G--2779, G-1-1-3044, 1-1-1-22, D-E-2825, E-F--2825 i3o,rCHORDB-N-2-147, M N-236B, L-M-2368, K-L-2368, J-K-2368, H-J-2747 WEBS C-N--309, D-N-432, F-J 432, G,J--309, &L-443, D-L-547, F-L-547 NOTES (5) 1) Unbalanced root live loads have been considered for this design. 2) Wind; ASCE 7-96 per FBC200 1; 11 Ornph; h-25ft;TCDL-f3;0psf: BCDL-Ropsf; OCCUParlCyc'ategory 11; (sxposure 13; enclosed;MWFHS gable end zone; cantilever leftandrightexposed ; end vertical left and right exposed;t-uniber DOL-I .60 plate grip DOL-1.33. 3) Provideadequatedrainagetopreventwater [)ending. 4) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 3B2 Ib uplift at joint r-3 and302 lb uplift at joint H. 5) TrussshallbefabricatedperANSIFI-P1 1 -05 quality requirements- Plates shall be of size and type show[) arid centered at joints unless otherwise noted. Provide bracimwhereindicate(] and within 4' of interior joints. Bracing indicated on this sheet is to reduce buckling of individual inernbers only arid does g Wnotreplace erection and Permanent bracing required for the overall building design. Building Designer shall verify all design infOrrrlat1011 On this sheet for conformance withconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts 'to responsibility for theCorrectnessoraccuracyOfthedesignInformationasitmayrelatetoaspecificbuilding. Any references to job names and locations a administrative Purposesonlyandarenotpartoftherevieworcertificationlificatiorlofthetrussdesigner, re for LOAD CASE( S) Standard Customer No: 11 045 Custom er-Name:, CENTEX, HOMES,'OR LANDO, 'Shop No: Contractor/Job: 2509,EL.A RF,- Date Req:Q 3 Draw No:53906901H12 Job Truss Truss Type 7 )ty-__ -Ply- Cl-ti-te-x----Orlari(lo/2509-A/isk/4-19-3 53900,901 1-113 HIPVM 01-d-vers-a—IFo—ro - s-*t Flnoducts ,Inc., Burlington, Jeff err b - Reference (optional) . ..... 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:45 2003 Page 21 -0-0 27-0 1-0-0 5-9-1 3-2-15 6-0-0 6-0-0 6-00 3-2-15 5-9-1 1-00 5 00 `12' SO 3XG D E S-10 - 1: 5X6 11 11 M L K 3X8 -- 300 M1118H= 3XG = 3XI0 M11181 J-= 3X8 18-0-0 9-1-12 8710-4 P_1a_ te-b-fis-e-1-s- _(X---.'Y):-- 5: 0__-_3_ ------ 0-0- --2 -4-- ------- JF:0- LOADING (psf) SPACING 2-0-0 CS1TCLI_ 20,0 Plates Increase 1.25 TC 0.36TCDL10.0 Lurnber Increase 1.25 BC 0.8o0CLL0,0 Rep Stress Incr YES W13 0,79BCDL10,0 Code FBC200 - I Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2 DOT CHORD 2 X 4 SYP No.2 WLIBS 2 X 4 SYP No.3 8-10-4 DEFL In (loc) I/defl PLATES GRIPVert(11) 0.28 M >099 TI_20 245/103Wrt(11) -0-52 K-M >826 1-iorz(TI_) 0,15 1 0/a 1st LC LL Min Ildell - 240 Weight: 169 Ib BRACING TOP CHORD Sheathed or 3-3-7 oc purlins, 1307 CHORD Rigid ceiling directly applied or 6-6-14 oc bracing, REACTIONS (lb/size) 13-1497/0-3-8. 1-1497/0.3-8 Max Horz B-1 04(load case "i) Max Upliftl3-413(load case 2), 1--413(load case 3) FORCES (lb) - First Load Case OnlyTOPCHORDA-0-22, B-C-3067, C-D_-2813, D-E-2592, E-F-3350, F-G-2592, G-H-2813, H-1-3067, I-J-22BOTCHORDB-0-2774, N-0-3284, [0-11-3284, L-M-3284, K-L-3284, 1-K-2771WEDSD-0-768, G-K-788, C-0-252, H-K-252,E-0-825, E-M-106, F-M-1013, F-K-825 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001 I I Ornph; h-25ft; TCDL-6.Opsf; BCD[--(3.Opsf; occupancy category 11; exposure 13; enclosed;MWFFIS gable end zone; cantilever left and right exposed end vertical left andilght Bxposed;Lurnber DOL-1 .60 plate grip DO[-..1.33, 3) Provide adequate drainage to prevent water [)ending. 4) All plates are TL20 plates unless other -wise indicated, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint B and 413 Ilb uplift at joint I. B) Truss shall be fabricated per ANSI/TPI 1 -95 quality requirements. Plates shall be of size and type shown arid centeredat'joints unless otherwise noted. Provide bracing where Indicated and within 4' of interior joints. Bracing indicated onthissheetistoreducebuc[0Ing:of individual members only and does not replace erection and permanent bracingrequiredfortheoverallbuilding. design, Building Designer shall verify all design information on this sheet forconformancewithconditionsaridrequirementsofthespecificbuildingandgoverningcodesandordinances. The trussdesigneraccepts 'IQ resPOnsibility for the correctness or accuracy of the design Information as it may relate to aspecificbuilding, Any references to job names and locations are for administrative purposes only and are not part oftherevieworcertificationofthetrussdesigner, LOAD CASE(S) Standard rl Customer No: 110451 Customer Name CENTEX HOMES ORLANDO, Shop No: 531Contractor/Job:'250,9 ELA ELF Date'Req- a003',Draw No:5390 I I Ub 4 lVat'salForest Proju`cfs_, ji_____B- tic., ur Fruss Type H II' 3, ,I;,, ty I Ply b 20 2003 r ando/2500-A/js,04- f 0 ( optional) ek Industries, Inc, Wed 0 18- 0-0 r 23-5-2 29-0-0 5'' , , ___ __ - - I 3_ 1 _0_0 2-5-11 5-6-14 5-5-2 5-5-2 5-6-14 2-5-11 4 6-5 Scale - 1:61 7X10 D 5X6 2x5 11 5X6 7flo E F 5 1 - m Wo X66X611181-1-- 5A 5X6 = 18 0 7- 1-125-5-2 5-5-2 PI ate ----------- Offset's X Y) -2-7.Udge 04-01 1:0-3 -12 0-4-01 LOADING ( pst) SPACING 2-0-0 CS1 TC1_L 20,0 TCDI_ tom Plates Increase 1.25 TC 0,79 BOLL BOLL0,0 Lumber Increase 1.25 Rep Stress Incr NO BC 0.77 BCDL to,() Code FBC2001 WB 0.74 Matrix) LUMBER T . OPCHORD 2 X 4 SYP No,2 Except* T3 2 X 6 SYP No.2, 1-2 2 X 6 SYP No.2 HOTCHORD2X6,9YP SS WEBS 2 X 4 SYP No,3 'Except- W 1 2 X 4 SYP No,2, WI 2 X 4 SYP No-2 W12X4SYPNo,2, W1 2 X 4 SYP NO,2 23- 5-2 28-10-4 5- 5-2 7-1-12 TEFL it, (10c) I/defl PLATES Vert(I-L) o,81 0 >629 TL20 GRIP Verf( TL) -1, 1 C, 0 >370 245/191 Hoiz( TL) 0,21 K n/a 1st LC LL Min Well - 240 Weight: 221 Ilb BRACING TOP CHORD' Sheathed or 1-9-0 Oc purlins, 130TCHORDRigidceilingdirectlyappliedor4.4-2 oc bracing R I EACTIONS K-3079/0-3-10 (Input: 0-3-13),13-3070/0-3-lo (input: 0-3-8) MaxHorz13-86(load case 5) Max UPlftK--I 129(load case 3), B-- I 0713(load case 3) FORCES ( Ib) - Flist Load Case Only TOPCHORDA-B-26, 13-C--7065, C-D--6987, D-E--9397, E-F--i 0284, F-G_- HOTCHORD0-0-6456, P-0-6499, O-P-9394, N-0-9394J 0284, G-H.-I 0284, 1-1-1--9397, I-J--6987, J-K-7065, K-L-26 WEBSD-Q-290, I-M-290, C-0-34, D-P-3247, E-P M-N-6499 , K,M-6456 NO- FES (0) -11253, E-0-1 oo 1, F-0--687, 1-1-0-1001, It-1 253, I-N-3247, J-M-34 1 ) tJrlbR1Rnced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001 I I oraph; 11-25ft; TCDL-6,opsf; BCDL_B.Opsf; occupancy category 11; exposure 13; 0vlc1Osed:MWFRS gable end Zone; cantilever'" and right exposed end vertical left and light OxPosed;Lurnber DOL-1.60 plate grip DOL-1.33, 3) Provide adequate drainage to Prevent water pc)ndin( P. 4) All plates are _FL20 Plates unless otherwise Indicated. 5) WARNING: Required bearing size at joint(s) K, B greater than Input bearing size. 6) Provide Mechanical connection (by oll'Ovs) Of truss to bearing plate capable Of withstanding 1129 lb uplift at joint K and 1076 lb uplift at joint B, 7) Girder carries hip end with 7-0-0 end setback 8) Special hanger (s) or connec and 385,01b 1 IONS) require(] to support concentrated load(s) 3650b (town and 31 0A , lbup at 29-0-0, buildingdesigner. down Livid 3 10.8I I b Upat 7-0-0 on top chord. Design for unspecified connection(s) is delegated to the 9) Truss shall he fabricated Per ANSirrPi 1 -95 quality jecirilrements, Plates shall be of size and type shown and centered at jointsunlessotherwiserioted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated an this sheetistoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfor016Overallbuildingdesign, Building Designer shall verity all design information on this street for conformance withconditionsandrequiverneritsofthespecificbuildingandgoverningdesigneracceptscaningcode and ordinances. The truss no responsibilityforthecorrectnessoraccuracythedesigninformationasitMayrelatetoaspecificbuilding. Any references to job names and locations are of foradministrativethe review of certificationofthetrussdesigner, PulP0s0s only and are not part of LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Inmease-1,25 Uniform Loads (pit) Veil: A-D-- 60,0, D-1_130.6, I-L--60'.0, B-K-415 Concentrated Loads (1b) Vert: D-385. 0 1--385,0 Cu:stomer'No: 11o45,Customer Name:CENTEXIA.0mF-c,, n9,LANDO ;, Shop No; I Contractor/Job: 2509', ELARF", _-Date Req.0-1 No 1,100 53906901 cusss Truss Typea-— Nl 40'fk cis nor, TRUSS C., Burlington, NC 27215, Ply B I I I- I Job I'lefercrice s Feb 20 266-d-M , rrelt Industries, Inc. Wed Apr 23 08:33:115 2003 Page, -1000 _ J - M" LOADING (I)sf) SPACING 2-0-0 CS1 0-0-12 TCLL 20.0 Plates Increase TCDL 1.25 Tc 0.27 DEFL in Vert(LL) n/a loc) I/dell PLATES 1120 GRIPlo,ci Lumber Increase BCLL 0.0 Rep Stress incr 1.25 BC 0.10 Vert(TL) -o,os n/a A >263 245/103 YESBCDIL10.0 Code FBC2001 WB o.cro Matrix) Horz(-['L) 1st C n/a LC U. Min Wellin 240 Weight: 17 lb LUMBER TOP CHORD 2 X 4 SYP N,,2 BRACING BOT CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 4-1 1-1 I OC PUI-110S. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (lb/size) C-135/Mechanical, B-268/0-3-8, D-48/MechanicalMaxHorzB—I 15(load case 5) Max Uf)liftC--1 I 6(load case 5), B-77(load case 4) FORCES (1h) First Load Case onlyI -OP CHORD A-B-22,13-C-42 BOT CHORD B,D_0 NOTES (3) 1) Wind: ASCE 7-06 per FLIC2001; I J'ompb; b-25ft;'TCD1__6.opst; I3GDL_G,0psf; occupancy category II; exposure B; enclosed;MWF-VIS gable end zone-, cantilever left and right exposed : end vertical left and right eXposed;Lurnber DOL-1,60 plate grip DOL-1.33, Provide mechanical connection (by others) of truss to bearing Plate capable Of withstanding 116 lb uplift at joint C and 77 lb uplift at joint R, 3) Truss shall be fabricated per ANSI/TPl 1-95 quality requirements. plates shall be Of size and type shown and centered at joints unless otherwiseProvidebracingwhereindicatedaridwithin4" of interior joints Bracing indicated on this street is to reduce buckling of individual members only and d noted, requirements of the, specific building and governing codes and ordinances, The truss designer accepts no responslbilit conformance with conditions arid requlk doesnotreplaceelectionandpermanentbracingrequiredforfileoverallbuildingdesign. Building Designer verify all design information oil this sheet for for 010 correctness or accuracy of the design information as it may relate to a specific building. Any references to job narTICS and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. OAD CASE(S) Standard Customer. No: 11045, Cuslome'r, ETNam e:, CENe TEX, HOMF7 S, ORLANDO Shop -No: 5_ContractorlJob: 2509 iL`AIF Dat'Req0::53906901 CJ5 JoU ' I"I Liss 53906901 Ci3 Universal Fare,t Products, Tl-u g -s -Ty-l-) C. HOOF ITTeSSM Builington, NC 27215, Jeff Karr — & 0- -0- - 0-s 0 Centex -Or 3 MFT-0k Ind 93 tic. Wed Apr 23 OB:33:46 2003 Page LOADING (psf) SPACING 2-0-0 TCIA- 20,0 Plates Increase 1,25TCDh10.0 Lumber Increase 1.25 RCLL. 0.0 Rep Stress Incr YESBCDIL , 10.0 Code, FBC2001 LUMBER TOP CHORD 2 X 4 SYP N0,2 BOT CHORD 2 X 4 SYP NO.2 Snalo - 1:7,s 2-10-15 CSI DEFL in PLATES GRIPTComVert(1-L) n/a n/a TL20 245/193BC0.03 Vert(-H-) -mf A >099WB0.00 Horz(TL) -0,00 G n/a Matrix) 1st LC LL Min Well 240, Weight: 11 lb BRACING TOP CHORD Sheathed or 2-11 -11 Oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (11h/slze) C-69/Mechanical, 13-194/0-3-8. D-28/MaclianicalMaxHorzB-73(load case 5) 1 Max UPI1ftC--66(Ioad case 5), 0-84(load case 4) FORCES (lb) First Load Case OnlyTOPCHORDA-H-22, B-C-21 BOT CHORD 13-D-0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; I I onipli; 11-25ft; TC DL-B4Opsf; DC I DL-6,Opsf; occupancy category 11; exposure 11'. encIosed;MWFRS gable end I zone; cantilever left and right exposed ; end vertical left and right exposed;Lurnbei D2) Provide mechanical connec OL-1-60 [)late grip DOIL-I,J1if0n (by offiers) of truss to bearing plate capable of withstanding 66 lb uplift at joint.0 and 84 lb uplift at joint B. 3) Truss shall be fabricated per ANSVI-PI 1-95 quality requirements. Plates shall be of size and type shown and centered at Joints unless cProvidebracingwhereindicatedotherwise noted, arid 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 street forconformancewithconditionsandrequirementsementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts 110 responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any I'OfOl-611COS to job names and locations are foradministrativepurposesonlyandarenot [)art of the review or certification, Of the I'Llss designer. LOAD CASE(S) Standard m Custompt, No: 11045 CI-Istomer.Name:, CENTEX FJOAAES, ORLANDO Shop No, Contractoi'/Job: 2509'ELA-RF Date'Req-i^ . . .... 001,DrawNo:5390690.1CJ3-,, Job Truss Truss Type 53906901 CJI ROOF Universal F'ore.l —Prod-u-c-t-s-, irrc-:, —ton-,- N--C---2,-72 —5. 000--—s III Qty Ply Centex -Orland( Job Reference 1 20 2003 MITek Industries, Inc led Apr 221 00:33:46 2003 Page I S8cflo - 1:4,-, J -5 0- 10-15 LOADING (psf) TC , I-l- 20.0 SPACING Plates Increase 2-0-0 1.25 CSI TG DEFI- in loc) /defl PLATES GRIP TC D L- 10.0 Lumber Increase 1,25 0.06 BC 0.00 Vert(LL) n1a Vert(TI-) o.00 n/a A 1 L20 245/193 BCI-I- OM I -A CD L 10.0 Hop Stress Incr YES W13 0.00 Horz(I-L) -0,00 999 C n/aCodeFBC2001Matrix) 1st LC LL Min I/defl - 240 Weight: 5 lb LUMBER TOP CHORD 2 X 4 ")YP No,2 BRACING BOT CHORD 2 X 4 SYP No2 TOP CHORD Sheathed or 0-11 - I I oc pullins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (lb/size) B-133/0-3-8, E--9/Mechanical. C-0/Mochanical Max I-iorz B-41 (load case 4) Max UPH1111-11 02(load case 4),,C--27(load case 5) Max GravD-1133(load case 1), E-9(load case 1), C-29(load case 4) FORCES (lb) - First Load Case OnlyTOPCHORDA-B-21, B-C--26, C-D--4 DOT CHORD 13-E-0 NOTES (3) 1) Wind: ASCE 7-96 per F-BC200 1; 1 Jomph; h-25ft; TCDL-6,0psf; BCDL-6.0psf; occupancy category 11; exposure 13; onclosed;MWIFFIS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL.-I.60 plate grip DOL-1,33, 2) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 102 lb uplift at joint B and 27 1 Ib uplift at joint C. 3) Truss shell be fabricated per ANSI/TP 1 1.95 quality requirements. Plates shall be Of size arid type shown arid centered at Joints unless otherwise noted. Provide bracing where Indicated and within 4" of interior joints. Bracing indicated on this sheoI is to reduce buckling of individual members only and doesnotreplaceelectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall vojify,all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no rosponsibill, for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job narnGs and locations are foradmInIstrativepurposesonlyandarenotPallOftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Staodard Custo- - - - --- - - - rner No: 11 045 Custot-net"N.ame:.CEN.TEX.IHO-MES, ORLANDO Shop No:- Contractqr/Job: 2509,1F- EL.A'R,. 'IDate Req:04 03 Draw No:53906901 Cil, morm-r-tvizz M-on m BE r j A fl, s. D rJ z0 92 ?Jmhfl RIO.- wm Z"Z-=Z-o8 xx 0 Z DoZzI =g K TUPKP40 kn Q:f C) 03 m C) ZD d ;E CY cl:f li cn cn C) q- C2- C)r L-j-j lz z I Cti m, Q LD 2) Ln D0 DRAWN BY. 7VN CHECKED BY: DRAWING NUMBER 1,310001 7-0-0 S.B. 7-0-0 S.B. C,j Cl) CJ3 )CJ3CJ31 CJ5 CJ5 1 EP ER EP 1 EP EJ7 EP EJ7 ER EJ7 ER ER CD 6 2 a)cA co E TZ TZ :r T- co EP EJ7 EP EJ7 EP EJ7 EJ7 EJ7 ER EP ER EP CJ5 RE CJ3 CJ e5 H18 C HLL is SOM I 2' 6" HANGER LEGEND E DESCRIPTIONImm -- r F MEDIUM DUTY - ROOF HA giz e-in YWQO z IAJ Z LLJ C) Cy C> C-D co cl:f C3- 7D Dr g ti lz! OO U w(\, 4ulD0tL c in Q (K DRAWN BY: 70N CHECYED BY: DRAWING NUMBER 1,310002 3' bath duc' to roof cap w/fan 3' bath duct to roof cap w/fan X--4._.:, a dryer wait cap scale I/8'=i'a' • Must have o minhum clearance of 4 inches around the air handler per the State Energy code. Ali duct has on r=6 insulation value. 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL Rating c S z O UJ Q m x Q11 CJ CD L L x Li x Q/- o CK CC) o LW U Cc) > z 0 in n zLU z t mELJcia®® 1 ® t cy ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN 1,JINDOW FLANGE 8 WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK — BY OTHERS RIGID VINYL GLAZING BEAD W }H (TYP.) Wi DOW HEIGHT) I CONCRETE OR MASONRY OPENING BY OTHERS 4 CAULK BETWEEN WINDOW FLANGE 8 PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV°D. EQL. PERIMETER CAULK BY OTHERS IS CAULK BETWEEN B.W- WOOD BUCK 8 (BUCK WIDTH) MAS'Y. OPENING INSTALLATION ANCHOR BY OTHERS ONE BY WOOD 3/16- DIA, TAPCON BUCK BY OTHERS 1-1/4' MIN, EMBEDMENT 1 INSTALLATION ANCHOR 3/16' DIA. TAPCON SHIM AS REQ'D. T/4' MAX. SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS TYP.) (SEE NOTES) B.H. BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL PRECAST SILL l 4 Q BY OTHERS NOT S SECTi A -A 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX_ ALLOWABLE SHIM STACK TO BE 1/4-- D 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SiLICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. FEXTERIOROFWINDOWFLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REO'D, 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H WHERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED BOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH- TO PROVIDE MIN. 5/8 IN_ EMBEDMENT INTO WOOD BUCK- 10) FLORIDA EXTRUDERS 1000 SERIFS SINGLE HUNG 1S SHOWN- THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 EVATSERIESSINGLEHUNGS. SHIM AS REO'D. I/4' MAX. RIGID VINYL (SEE MOTES) GLAZING BEAD TYP,) GLASS _ TYP,)(SEE NOTES) FLANGE TYPE WINDOW FRAME IAMB CAULK BETWEEN WINDOW FLANGE WOOD BUCK W-W. WINDOW WIDTH) SECTION B-B PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK t MA S' Y.. OPENING BY OTHERS CONCRETE OP MASONRY OPENING BY OTHERS E K B m I S 1 1) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #10 SCREWS OF SUFFICIENTVIEWEDLENGTHTOACHIEVE1-3/8" MIN. EMBEDMENT AT I E E D FROM E TER 1(JR ALL INSTALLATION FASTENER LOCATIONS. 1- 1/4' MIN. EMBEDMENT D THERS 4 m TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 30PSF TO 40PSF 41 PSF TO 7OPSF 30PsF TO 4OPsF 41 PsF TO 70PsF 12 18 1 /8 x 25 B 8 F,G F, G F, G F. G 13 18 1/5 X 37 3/8 8 8 F, G F,G 14 18 1/8 X 49 5/8 8 F, G F,G 145 i 8 I /B X 55 1/4 B B F. G F.G 15 18 1/8 x 62 B F, G F,G,H,1 16 18 1/8 X 71 B B F,G F,G,JK 17 18 18 X 83 B F'G F,G 1H2 25 1/2 x 25 F,G F,G 1H3 25 1/2 X 37 3/3 F,GF,G,H 1 I H4 25 1/2 X 49 5/8 B B F,G F,G.H.I 1H45 25 1/2 X 55 1/4 F,G F.G,HJ iH5 25 1/2 x 62 F,G F,G,H,i IH6 25 1/2 X 71 8 F G.J,K F.G,J,K IH7 25 1/2 X 83 8 30 1/2 x 26 29 1/2—X 25 B 8 F,G F.G 30 1/2 x 38 3/8 29 1/2 X 37 3/8 B F, G F,G.Hi 30 1/2 x 50 5/8 29 1/2 X 49 5/8 B 8 F,G F,G,H} 30 1/2 x 56 1/4 29 1/2 X 55 1/4 B F.G F,G,HJ 30 1/2 x 63 29 1/2 X 62 B B 8 F.G,H,i F,G,H,i 30 1/2 x 72 29 1/2 x 71 B F,G,J.K F,G,J.K 30 t 2 x 84 29 1/2 X 83 22 36 X 25 B B F,G FG 23 36 X 37 3/8 8 F,G F.G,H I 24 36 X 49 5/8 F„G F,G,H,I 245 36 X 55 1/4 F,G,H,1 F,G,H,I 25 36 x 62 36 X 71 B F,G,H.1 D.E.F,G H.I 26 27 36 X 83 B F,G,J,K F.G,H,I,J.K 42 x 26 41 X 25 B e' B F,G F,G,H,1 42 x 38 3/8 41 X 37 3/8 6 F G F,G,H! 42 x 50 5/8 41 X 49 5/3 F,, F,G,H,I 42 x 56 1/4 41 X 55 1/4 B B F,G,H,I D,E,F,G,HJ 42 x 63 41 X 62 B F,G,H,1 42 x 72 41 X 71 41 X 83 B H F,G,J.K F,G,HJ,J.K 42 x 84 48 x 26 47 X 25 B A,C F.G F, G F,G,H,i 48 x 38 3/8 47 x 37 3/8 B B F G F,G HJ48 x 50 5/5 47 X 49 5/8 A C F G H 1 F,G,H,i 48 x 56 1/4 47 X 55 1/4 8 F,G,H,i D,E,F.G.H,f 48 x 63 47 X 71 47x71AA•CC FG D,E.F,G,H) 48 x 72 47 X 83 FGJ K DEFGHiJK 48 x 84 32 52 1/8 X 25 B A,C F,G F.G F.G. H,I 33 52 1/X 37 A, C A,C F.G F G H 1 F,G,H,I 34 5/ 52 3/83 X 49 5/85 B A,C F,G,H,I D.E.F,G.H.i 345 52 1/8 X 55 1/4 8 B A, C F,GH,i D.E,F.G.H,i 35 52 1/8 X 62 B A, C F,G,H,i D,E.F,G,H,I 36 52 1/8 X 71 a A, C F.G.J.K O.E,F,G,J,K,J,K 37 52 i/8 X 83 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES. SANFORD, FLORIDA INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS — SERIES 1000 1500 2000 DRAW BY: BB APPROVED BY. a r a' §_ DATE: 1 O/09/01 SCALE: NTS I wc_: FLEXOO 1 c PRFPARF&1 RY. PA T' & APPLICATION FNGit4ZERJNG. INC-250 INTE NAT PKY- SLATE 250. HEATHROW. FLOR14A -32746SHONE. 407 805-0365 FAX 407 805-0356 CAULK BETWEEN VINDOI,.' FIN & SHEATHING INSTALLATION ANCHOR 8 WOOD SCREW m p B INSTALLATION 8 WOOD STUCCO BY OTHERS CAULK BE WINDC I' MIN. EMBEDMENT 1/4' MAX. WINDOW WIDTH SHIM SPACE TWO BY WOOD BY OTHERS TWO BY WOOD SHIM AS REQ'D. ( SEE NOTES) STUD BY OTHERS SHIM AS R'D, SEE NOTES Aj. 6. fp al alD A B CBN 0 n I' MIN. NAME" EMBEDMENT 1 /7 m _AX (-SEE NOTES) 1/4' MAk GLAZING (TYR,) SHIM SPACE: FILF, VIAS FIR SHEATHING BY OTHERS GLAZING (TYR-) SEE NOTES) FIN TYPE WINDOW FRA HEADER I i TYPE NDOW FRAME P,4ARBLE SILL STOOL BY OTHERS TWO BY %WOOD BY OTHERS SHEATHING BY OTHERS L-- I -MIN. EMBEDMENT SECTION A -A 24' O.C. MAX- (TYR.) WINDOW HEIGHT WINDOW WIDTH A --- 1 I B EQUALLY SPACE ANCHORS (TYR,) w A TYR-) L6-6f-IAMxAX. (TYP,) 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 NOTES 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 MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF I- INTO WOOD SUCK. 4) USE Sit-ICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 5) USE SILICONIZED 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 REOUIREMENTS OF ASTM E1300 GLASS CHARTS. 8) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN, THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUDERS 1500 AND 2000 SERIES SINGLE HUNG WINDOWS - INTERNATIONAL, INC. REV DESCRIPTION DATE INI T T1-l"'RIT"'A EXTRUDERS1--' SANFORD, FLORIDAr0L) J_ TITLE: INSTALLATION DETAIL W/#3 SCREWS SINGLE HUNG FIN WINDOW - SERIES 1000, 1500, & 2000 DRAWN BY: BB2 APPROVED BY:LIOJF2DATE: 12/ 13/01 SCALE:N. T. S. DWG.:FLEX0026 SHT I OF 2 PREPARED BY-- PRODUCT & APPLICATION ENGINEERING, INC- 250 INTERNATIONAL PKWY.. SUITE 250. HEATHROV, FLORIDA 32746 PHONE 407 SQ5-0365 FAX 407 605-0366 INSTALLATION ANCHOR CHANT r QUANTITY IN QUANTITY IN SILL EACH JAMBCALLWINDOWHEAD SIZE SIZE LAP TO 70 PSF UP TO 70 P 2024 23 1/2 X 27 1/2 2 2 22030231/2 x 35 1/2 2 3 ar ' 2038 23 1/2 X 43 1/2 2 32040231/2 X 47 1/2 2 32044231/2 x 51 1/2 2 32050231/2 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 22430271/2 x 35 1/2 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 5T T/2 2 3 3245027-1/2 X 59 1/2 2 2460 27 1/2 X 71 1/2 2 4 2470 27 1/2 X 83 1/2 2 4 2824 31 1/2 X 27 1/2 2 2830 31 1/2 x 35 1/2 2 2 2838 31 1/2x 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 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 7/2 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 7/2 3 3 3440 39 1/2 X 47 1/2 3 3 3444 39 1/2 X 51 1/2 34 3 3450 39 1/2 X 59 1/2 3460 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 T 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 4060 47 1/2 x 71 1/2 3 4 4070 47 1/2 X 83 1/2 4 REV pE V INSTALLATION ANCHOR CHART 1 CIUANTITY IN QUANTITY IN CALL WINDOW HEAD & SILL EACH JAMB SIZE SIZE UP 'TO 70 PSF UP TO 70 PsF 12_ 18 1/8 x 25 2 2 313181/8 x 37 3/5 2 314181/5 x 49 5/8 2 2 31-45 '-_[ 18 1/8 X 55 1/4 15 18 1/8 x 62 2 4 4 15 to 1/8 X 71 2 17 18 k 8 x 83 2 4 2TH2251/2 X 25 2 3TH3251/2 x 37 3/8 2 3 TH4 25 7/2 X 49 5/8 2 3IH45251/2 x 55 1/4 2 This 25 1/2 x 62 2 4 TH5 25 1/2 X 71 2 4 TH7 25 1/2 x 83 2 4 34 1/2 x 26 29 1/2 X 25 2 3 30 1/2 x 38 3/5 29 1/2 X 37 3/8 2 330T/2 x 50 5/8 29 1/2 X 49 5/8 2 3301/2 x 56 T/4 29 1/2 X 55 1/4 2 4 30 1/2 x 63 29 1/2 x 62 2 4301/2 x 72 29 1/2 X 71 2 4 30 1/2 x 84 29 1/2 X 83 2 z 36 x 25 2322336X373/5 2 32436x495/8 2 324536x551/4 42536x622 4 26 36X71 2 27 36 x 83 2 4 42 x 26 41 X 25 3 3 3 42 x 38 3/5 41 x 37 3/8 3 3 42 x 50 5/8 41 X 49 5/3 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 42 x 84 41 X 71 41 x 83 3 4 48 x 26 47 x 25 3 3 4u x 38 3/8 47 x 37 3/8 3 3 3 48 x 50 5/8 47 x 49 5/8 3 48 x 56 1/4 47 X 55 1/4 3 4 48 x 63 47 X 62 3 4 48 x 72 47 x 71 3 4 48 x 4 47 X 83 2 32 52 1/8 x 25 3 3 33 52 1/8 X 37 3/8 3 334521/8 x 49 5/8 3 3 345 52 1/8 X 55 1/4 3 35 52 1/8 x 62 3 4 38 52 1/8 X 71 3 4 37 52 1/8 X 83 3 4 E NC ZII"A _ERS INTERNATIONAL, IIC SANFORD, FLORIDA TITLE: INSTALLATION ANCHOR CHART SOL. HUNG E I N WINDOWS — SERIES 1000 , 1500 2000711 (n) nn1) DRAWN BY: BB APPROVED BY: i I r)A` F- 12/ 113/01 SCALE: NTS B iG:: F'LFXOO26 SHT 2 OF 2 i 10 2 11, "I"H. i KE fT IVF ) x E X , "q AME (TYF.) X IOi SE_ L HL N" cI SPMS T,1,47! r7 KULLION J:D T'; A p i I Q N X FF` 7JAM3 4 48X "LLF T A P P I INS M SWINDO' d FLANGES ztS X I-!/-- S-i F TAFF I - INGSMS 0 N A f X u ? E: MU L L N, JAM3 yp') 8 x i/2 SE:i - F r TA:: PiN_ SPAS ITNDGY FLA IC-S MULLION t4r 13 X1-1/2 SE:i F APPT S' MS ix 2 x 3je TU'Sc-" MRJILL.TONI 2 x 1.1/2SELF, 7r AID = iN G s -1-11 S A -A Zb' v, SELI:_ cl! x _ i/2 SC-11 1! VlNMD_-, W FLAING_' 9 M U L LUDNX 2 SLL A P IS M A d A L2 I X 4 X 2/s TUt-NE MULLMUNs x it SELF TAPPIN SMS Sz, ALAN T BE T* 8 X - i/2 SELF 11'4c SMSc Ey 1 1/ 4' 1,41N. A4A Ei X S -ALANT E VTINT:Rd III-AINGES s. MUD- 10N f r--/ N 7 NA - A 111 ___ TYP;' 'T M E W EIC' EXTERiOR 0 TE NIR-l" 4 7" T P, 7 P Zl-_iNI S-C AN 7 _ems7 D 70CONCRETEE 9 HLAD X 1', PPiaESHEAUDSILLWHR': v; if" Ms AP117, ijscn)I J—DN' STALLAT-10', ANCHOR T SCRE%) ANCHOR ` TYi7--N ILL CLIP IZZTI P' Y rl THE R S A !A[ Y P1 ATF ADD ETTQ- 41-'_RA N CPS. EE:l'Ell I (DD FLORIDAT- IT T EXTIltuDERS INTERNATIONAL, INCSANFORD, FLORIDA nT LE: i000/ 1'500 L A N G LE_ SH T 1 0 F LE Vt L 4 N IFCT SECI T i- 1. EN's EE fol-THEER IDF SH' 1L. S OF _P) rr APAC T T i t-3 DRAWN BY h BY - I T I SCAT.P- IDWG_- a) SERIES 1000 & 1500 FLANGE VERTICAL DESIGN PRESSIURE CAPACITIES CAPACITY 6A-p-ACITyCITYCAP,_- CAPACITY i CAPACIT Y -CA`PAC_jTy7_ ,C•P-A CAP 7/16X3/& CAPACITY lX4XI/S CAPACITY lX4Xl/8 CAPACITY I X4X3/8 CAPACITY 1 X4X3/8 CAPACITY 2X4X3/8 WINDOW WINDOW I X2X1 /8 lX2XI/8 I X2X3/8 1 X2X3/8 1X2 7/16XI/81X2 7/16Xi/8AX2 7/16X3/8ji)(2 iJUBETUBEMULLITUBE MULLJUBE MULL TUBE MULL TUBE MULL TUBE MULL5ANCHORS JUBE LILL 4 ANCHORS 1 TUBE MULL 6 ANCHORS TUBE MULL 6 ANCHORS CALL TIP -TO TIP TUBE MULL SIZE SIZE 2 ANCHORS TU BE MULL 4 ANCH ORS TUE MULLB 2 ANCHORS MULL 2 ANCHORS 4 ANCHORS14ANCHORS12ANCHORS4ANCHORSi i SECT. A-A(3) SECT. ECT. A-A(4) 4 ANCHOR SECT. A -A( SECT -A(6) SECT. A-A(6) SECT. A -A 7 i SECT. A-AW I SECT. A -A( SECT. A-A(2) SECT. A-A(2) 7Q4 Pl Aj 11187.72 11187.72 12 13 19 1/8 19 1/8 X X 26 3.36.52 1732.42 38 3/a, 209.72 1317.66 1336.52 209.72 692.83 429.55 14 19 1 /8 x 50 5/6 131.23 1,131.23 152.75 1 77.46 145 119 1/8 X 56 1/494.13 94.13 1,27.29 127.29 15 19 1/8 X 63 65.97 89.2'1 89.21 16 19 1/8 X 72 143.49 i 43.49 158.81 58.81 17 19 1/8 X 84 26.96 26.96 36.45 36.45 1H2 26 1/2 X 26 262.87 i 572.13 262.87 541.20 IH3 126 1/2 X 38 3/9, 157.93 1239.21 157.9 3 323.48 1H4 6 1/2 X 50 5/&" 97.25 97.25 113.20 131.51 I H4_9 26 1/2 X 56 1/469.4,3 69.43 93.89 93.89 1 H5 26 1/2 X 63 = 48.44 48,44 F 65.51 65.51 1H6 26 1/2 X 72 31.79 31.79 1 42.99 142.99 1 H7 1 26 1/2 X 84 19.62 19.62 26.53 26.53 22 37 X 26 216.75 j 471.75 21635 1471.75 23 P7 X 38 3/8 122.22 185.12 122.22 250.32 24 07 X 50 5/8 73.34 173.34 85.36 99.17 245 7 X 56 1/4 51.97 1 5197 70.28 1 70.28 25 C 37 X 63 36.01 36.01 1 48.70 4830 26 37 X 72 2147 23-47 31.74 131.74 27 37 X 84 14.39 114.39 119.46 19.46 32 53 1/8 X 26 191.61 417.04 191.61 394.49 33 P3 1 /8 X 38 3/81i 98.38 149.02 4 9; . 38 201.51 34 03 1/8 X 50 5/8,,56.23 i 56.23 65.45 76.04 345 3 1/8 X 56 1/4-.39.32 139.32 153.17 53.17 35 53 1/8 X 63 26._92 26.92 i 36.40 36.40 36 53 1/8 X 72 17.34 17.34 1 23.45 23.45 37 1 53 1/8 X 84 10.51 10.51 SERIES 1-000 & 1500 FLANGE VERTICAL MULLION DESIGN PRESSURE CAPACITIES SHEET 2 OF 2 NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON FASTENERS REQUIRED AT EACH END. 8) DESIGN PRESSURES GIVEN ARE FOR 1.5 X 3 2,2r2 J-2T1,j2:71*-z 336.52 740.20 456.46 1493.47 740.20 493.47 '740.20 209. 72 456.46 209.72 152. 75 193.92 152.75 .271.83 359.41 539.12 359.41 1539.12 539.12 319. 55 1479.33 1479.33 194.97 319.5,9460.17 135. 81 139.09 135.81 03 282.02 423.03 423 03 423. 97. 48 ;97.48 119.85 136.64 282,02 64. 27 64.27 90.09 90.09- 212.62 212.62 296.98 1296.98 3,65.75 i 39. 83 39.83 55.84 55.84 1131.79 131.79 E 184.08 184.0 294.03 1927. 78 927.78 i572.13 618-52 i 927.78 618.52 262. 87 572.13 i 262.87 61 557.41 '371.61 557.41 1557.41 157. 93 343.74 157.93 343.74 371. 35 1399.53 1399.53 1399.53 1113.20 143.71 1113.20 -3-5100. 17 1102.59 1100.17 i 143.81 235.70 339.42 21115.70 1353.55 13,53.55 71- 58 71.58 s 88.01 100.34 1207.10 236.83 207.10 1310.65 1310.65 1155. 44 217.11 1 1267. 1217.1 38 146. 98 46.98 65.86 165.86 1155.44 I i i 95.93 95.93 1133.99 1133.99 214.02 128. 99 28.99 40.64 216. 75 ' 1.75 471.7.5 216.75 471.75 150 765 765 k765 __510L431. 36 1 .36 431.36 1122.22 266.0 1 122.22 1266.00 0 287.57 287.57 1431 - 2-9 1301.29 185.36 1 108.37 85.36 151.91 200-86 301.29 30 01. 74.98 .1264. 64 76 79 74.98 i 107.65 1176.43 254.07 176.43 %264 64 1 153.96 i176. 06 153.96 1230.94 230.94 53.21 53.21 34.69 1 34 69 165.43 74.59 48.62 48.62 1141.76 114.76 t 131.61 1160.30 1197.41 156.97 98.27 70.36i70.36 29.81 21.261212E. j 29-81 676.28 i 450. 85 1676.28 11676.28 450-85 191.61417.044!7,l 1347.25 347.25 50 347.25 231.50 2,4.14 231. 214.14 38 231.01 231. '231.01 83.09 :65:45 li 6.17 -';Lj,4.00 01 154.00 133.48 1200.23 1200.23 133.48 192.22156.73 58.10i,56.73 -i8l.44 131.60 115.08 i 172.63 172.63 139.78 i 39.78 i 48-91 155.76 i j 1118.41 1145.82 25.62 125.62 35.92 135.92 84.77 84.77 97.21 3 9 171.78 171.78 1120.81 15.53 15.53 21.77 21.77 51.39q. min N LITLE: TV C- RT U N eF R, l 0 rikC pp ER M DRAWN BY: fi PROVED BY: DATE: 0 l / 3 1 '022' -SCAL l_VMFL" G 2 i r a 1000 S,H, I X 2 X 1/8 1000 S,H. JAMB (TYPJ TUBE MULLION JAMB (TYP.) SEALANT BETWEEN WINDOW FRAME MULLION 8 X 1--1/2 SELF TAPPING SMS SECTION A -A (1) I X 2 7/16 X 1/8 TUBE MULLION 1000 S,H. 1 JAMB (TYP.) 8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FRAME MULLION 8 X 1-1/2 SELF TAPPING SMS SECTION A -A (3) 1 X 4 X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FRAME MULLION 8 X 1-1/2 SELF TAPPING SMS SECTION A -A_ (5) TUBE MULLION SEALANT BETWEEN WINDOW FRAME MULLION 8 X 1-1/2 SELF TAPPING SMS SECTION A -A 2) IX27/16x3/8 TUBE MULLION 2 X 4 X 3/8 TUBE MULLION 1 1/8' MIN. EMBEDMENT TWO BY WOOD DETAIL C BUCK BY OTHERS 8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN SEALANT BETWEEN # 8 X 1-1/2 SELI' WINDOW FLANGES WINDOW FRAME TAPPING SMS & MULLION MULLION SECTION A -A (7) 8 X 1-1/2 SELF TAPPING SMS DETAIL C SECTION A -A (4) 1 X 4 X 3/8 ®(9 TUBE MULLION v l' % SEALANT BETWEEN WINDOW FRAME MULLION 8 X 1-1/2 SELF TAPPING SMS SECTION A -A (6) SHEATHING INSTALLATION ANCHOR 118 WOOD SCREW (TYP.) EXTERNAL MULLION P INSTALLATION CLIP Lai APPLIES TO HEAD &c SILL WHERE 1 " X 2" c 1" X 2 7/16" TUBE MULLIONS ARE USED INSTALLATION ANCHOR DETAIL B #8 WOOD SCREW TYP,) SILL CLIPI/- i 1 1/8, MIN, EMBEDMENT I I W D FRAMM AUXILIARY PLATE FOR ADDITIONAL ANCHORS, WHEN REQUIRED) G O 8 SELF TAPPING — SMS (TYP.) DETAIL B MULLION ELEVATION VIEWED FROM EXTERIOR ff 6 INTERNATIONAL, INFLORIDAEXTRUDERSrFLORID t FIN SHEET 1 OF VERTICAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES RA R . It T S JIDWG.: JSIECT. A- 8 1/8 X 251. 81/8 X 49 5/ 183. WOE, 81.45 WA 215.66 77 124.3 25 1/2 X 25 57.66 315.32 1 H3 5 1/2 X 37 3/ 4.72 1189.44 189.44 J 94.72 189.44 1189. 4 189.44 132.22 13539 79 1 .79 ll M # 94.39 25 1/2 X 62 L6-5.86 tvv Hk 25 1/2 X 71 19 38 19.38 28.46 22 63X 25 130 130 260 390 23 X 373/8 73.30 146.60 73.30 146.60 219.91 24- 51.20 72 1 . 44 51.20 102.4 1153.60 44. 97 51.33a 75.39 M al 29, 56 8 X 25 229.84 229.84 X 37 3/ 118.02 39. 25, 178.51 34. 02 57.04 29. 33 39.05 175. 15 52 1/8 X 83 ON mil I I 777' A , a 4' SLIDING GLASS DOOR FRAME SILL SHIM AS RE'Q'D SEE NOTES) CAULK BETWEEN DOOR FLANGE S. SHEATHING ml E INSTALLATION ANCHOR s38 SCREW TWO BY WOOD BY OTHERS 1/4` MAX. 1 SHIM SPACE 1-1/8- MIN. EMBEDMENT a EMBEDMENT d © 1-1/4' MIN. Q p LIBERALLY APPLY --J CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/16' DIA. TAPCON SECTION A -A DOOR WIDTH SLIDING GLASS DOOR FRAME JAMB TEMPERED GLASS TYP_) SECTION B-B 4' MAX, SHIM SPACE TWO BY WOOD 1-1/8 MIN, BY OTHERS EMBEDMENT SLIDING GLASS 1 HOOK STRIP SHIM AS REO'D. SEE NOTES) INSTALLATION ANCHOR 8 SCREW CAULK BETWEEN DOOR FLANGE SHEATHING SHEATHING BY OTHERS TEMPERED C STUCCO (TYP.) OR SIDING BY OTHERS EXTERI1-1OR ELEVATION 2 PANEL DOOR SHOWN SLIDING GL,. INTERLOCK INSTALLATION ANCHOR WOOD RS HOOD STRIP DETAIL NoT£S: 1) DOOR MATERIAL- ALUMINUM ALLOY 6063. 2) #8 INSIALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN_ EMBEDMENT OF 1-1/8' INTO WOOD. TAPCUN TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET_ 4) USE SILICONIZ£D ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD a JAMBS. 5) USE SILICCINIZED 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 DOOR SIZE $ CONFIGURATION TO FINISHED OPENING. PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN. 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS 3) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS, 10) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER- 11) SHIM AS REQ'D, AT EA. SET OF INSTALLATION ANCHORS- MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 12) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS. 13) WHERE 'X' REPRESENTS MOVING PANEL AND '0' REPRESENTS FIXED PANEL APPROVED CONFIGURATIONS ARE AS LISTED ON ANCHOR CHART ON BACK OF THIS SHEET, 14) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS BRAVING, HOWEVER INSTALLATION SECTIONS 'A -A'. 'B-B' L HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFIGURATIONS_ 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO 2000 SERIES AND 500 SERIES. REVI DESCRIPTION DATE III FLO1 \ EXTRUDERS INT.I _u If 'I INC.IN saNFoIRD FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS DRAWN BY: BB APPROVED BY: ATE: I21I7I0I SCALE: NTS D4YG }FLEX0027 SHT I OF " Purcar n BY- PRODUCT s APPILICATIUM INGEN££RI . INC., 250 INTERNATIONAL FXvy- SUITE 250, HEATHROW. FLORIDA, 32746. 407-E05-0265 FAX 407- 3" SCREW INSTALLATION ANCHOR CHART NOMINAL DOOR QUANTITIES IN HEAD SILL QUANTITIES IN EA. JAkMB QUANTITIES IN EA. NOOK STRIP DOOR SIZE AND SIZE L1P —To 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO J6046 PSF T 61 PSF 74 PSF TO PSF CONF IOU 45 PSF 6E3 PSF 7 PSF 45 PSF 60 PSF 74 PSF 45 PSF 4068 XX, OX, X0 48 X 80 6 6 6 8 8 8 8 8 8 4 4 4 4 4 4 5068 xx, Ox, XO 60 X 80 6 6 6 8 8 8 4 4 4 6068 xx, OX, XO 72 X 80 8 8 8 8 8 8 4 8068 xx, Ox, xO 96 X 80 10 10 10 8 8 8 4 4 4 10068 xx, OX XO 120 X 80 12 12 12 10 10 10 5 5 5 5080 XX, OX, XO 60 X 96 6 6 6 10 10 10 5 5 5 6080 xx, Ox, xO 72 X 96 8 8 10 8 10 10 10 10 5 5 5 Soso xx, Ox, x 96 x 96 10 12 12 10 10 10 5 5 5 10080 XX Ox x0 120 X 96 12 12 12 12 6 6 6 50100 xx, Ox, xO 60 X 120 6 6 6 12 12 12 6 6 7 60100 xx, x, XO 72 X 120 8 8 8 12 12 12 6 74 8 80101 xx Ox xO 96 X 120 0 0 8 8 8 4 9069 OXO 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 4 4 4 15068 OXO 181 1/8 x 80 16: 16 16 8 10 5 5 5 9080 0XO 109 1/8 x 96 12 12 12 10 10 10 10 10 5 5 5 12060 OXO 145 1/8 X 96 14 14 14 10 10 10 5 5 5 15080 OX0 181 1/8 x. 96 16 16 16 12 12 12 5 7 8 90100 XO 109 118 X 120 12 12 12 12 12 5 7 8 120100 OX0 145 1/8 X 120 14 14 14 12 8 8 4 4 4 9068 xxx 106 5/8 X 80 12 12 12 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 16 8 10 10 10 5 5 9080 xxx 106 5/8 x C9 12 12 12 10 10 5 5 5 12080 XXX 142 5/2 X 96 14 14 16 14 16 10 10 10 10 5 SLL 5'- ems. -. I15020xxx1785/8 X 96 16 12 12 12 6 7 8 90100 xxx 106 5/8 X 120. 12 12 12 12 12 6 7 8 120100 XXX 142 5/8 X 120 4 4 4 12 8 8 4 4 4 10068 OXXO 119 5/8 X 80 12 12 12 8 8 4 4 4 12068 OXXO 143 5/8 X 60 14 14 14 8 8 8 8 4 4 4 16068 OxxO i91 5/8 x 80 I 18 18 8 10080 OxxO 12 1 10 1 10 1 1,0 5 5 5 120,90 OXXO 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 6 7 8 I00100 OXXO 119 5/8 X 120 I2 12 12 12 12 6 7 8 120100 OXXO 143 5/8 X 120 14 14 14 12 12 12 12 6 7 8 160100 OxxO 191 5/8 X 120 18 18 19 12 12 4 4 4 10068 xxxx 111/4 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 8 5 5 5 10080 XXXX 117 1/4 X 96 12 12 12 10 10 10 5 5 5 12060 xxxx 141 1/4 X 96 14 14 14 10 10 10 10 10 5 5 5 EXTRUDERS 16080 xxX-X 189 1/4 X 96 16 16 16 10 7 8 pp FR [ 'FL i00100xxxx1171/4 X 120 12 12 12 12 12 12 5 8 INT. Ill. SANFORD, 120100 XXXX 141 1/4 X 120 14 14 14 12 12 12 12 12 12 5 5 7 r'- I`E- SLIDING GLASS DOOR 160100 XXXX 189 1/4 X 120 10 16 19 7 INSTALLATION WITH #8 SCREWS E ENGINEER:AM " BB IE, 12/21/01 ANCHOR NOTES: 1> FOR MASONRY OPENING W/TWO BY WOOD BUCK USE SAME ANCHOR QUANTITIEJ. DISCIPLINE= CIVIL SCALE N.T.S. D%G FLFXO027 FL. aEc_ 4e18c' — REv. LETTM EF 2 [ 3F 2 L10 WFJ6TOW E)ESIGN FAIRAMETERS 15,451C WINE:) SPEED = '30 MJ-J4. (FASTEST MILE) 110 M-F-I_ (3 SECOND GUST) WIND IMPORTANCE FACTOR = 10 WINE) EXPOSURE CATEGORY = 5 APPLICABLE INTEAL PRESSURE COEFFICIENT ! 0-15 INCLUDED IN DESIGN WINE) LOAD) DESIGN WIND LOADS - WALLS = +22, -10 FI&F ROOFS = + 20, -20 FSF 30 FSF AT OVERT AN-IiS) VANGUARD/ FOX & J A C %C ""r.- 1 0- R L AN r U-` DIVISION GENERAL NOTE' SHEET INDEX 1. 170 NOT SCALE THESE DRAWINGS: NRI77EN DIMENSIONS AND NOTES SHALL CONTROL- CONTACT THE FIELD MANAGER N17H ANY r-ONFLir-TS IN THE PLANS BEFORE BEGINNING NORK. 2. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESFONS151LIT"( OF THE SUB-oONTRAr-7OR5. EACH SUB-CCN7RAr-TOR SHALL REPORT TO THE FIELD MANAGER ANY Z)15CREFANGT, OR 07HF-R QUESTIONS FBRTAINING 70 THE 1:;1RAAIN&5 AN1710R SFEGIFIGA710NS. 5. 1715 THE INTENT THAT THESE- DRAWINGS BE IN CONFORMANCE WITH THE 2001 FLORIOA BUILDING =71E, AND ALL APPLICABLE LOCAL, CITY, f, CUN7-ir, STATE AND FEDERAL CODES, ORDINANCES, LAWS, RF-rzULATION5 AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK, 4. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL AORK NECESSARY, INDICATED, REASONABL-T, INFERRED OR REQUIRED BY ANY CODE AITH JURISDICTION TO COMFLETE THEIR SCOPE OF JV40R< 5- ALL 54"X22" AND 36`X24" FLANS ARE DRAWN 70 SCALE 1/4" = 1'-0", EXCEPT FOR THE 51DE AND REAR EXTERIOR ELEVATIONS WHICH ARE PRAWN TO 1/5" = ALL 1-7XII PLANS ARE DRAWN TO THE SCALE Va" = 1'-0", EXr-F-F`7 FOR, THE 51DF- AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/16" = VANGARD & Fox & JACOBS WRRjCjjyf ENGINEERING HOMES 407) 774-9003 FAX: (407) 7-74-8477 P 0. BOX 161613 ALTAMONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PFJ 47819 a y E N T E X C - COVER SHEET Al - FOUNDATION PLAN & DETAILS, WALL SECTIONS A2 - FOUNDATION DETAILS, CONT. A1. 1 - FLOOR PLANS A3 - EXTERIOR ELEVATIONS A4 - ELECTRICAL/HVAC PLAN, INTER. ELEVATIONS, PLUMBING RISER DIAG., ELECTRICAL RISER DIAL. A5 - LINTEL DIAGRAM & TABLES A6 - FLOOR & ROOF TRUSS LAYOUTS NOTE: SHEET A6-A.1-'AGABLE DETAILS) A6. 1 - STRAPPING SCHEDULE S1 - GENERAL NOTES & DETAILS S2 - CHIMNEY, STAIR, & REPAIR DETAILS S2. 1 - STRUCTURAL STAIR DETAIL S3 - OPT. CVD. PORCH DETAILS, OPT. STAIR RAIL DETAILS mi F 0 Fp LLI n Hlik —" SDu') 14 Am de. iwred by A dram by. d— d y" - 7 bJsheetc of: mifflifflojEm 3-b2' C,OW_. SLAB UWIBE!'MSH OVER OVER 6 MPL VAPOR BARRIER OVER TREAT£D, CO'fPACTED FILL - FIBERI A_45 54404GLIES OVER "FELT OVER 1t±b' 05B OR i2' CDX WOOD TRUSSE'S STRAPPED AS ON TfRUS6 LAYOUT P,T. DO OVER DB CDR OVER 2X6SUBFASCIA Ut/ Clow' ALUP1 D SOFFIT DBL. 2XB HEADER FOR 4'-6' MAX OPEC 44G, DBL. 2XIO HEADER FOR 5'-9* MAX. OPENW, W4fi. wff4DOw Ill" 2X mUOD STUDS - 16' O.C. Ulf R-Ii 1/5' 5TDCCCO CRd MTL_ LATH OVER I,- FELT R i b* OSS. OR 12' CDX 2X BOTTOM PLATE ON 3/4' T<G PLYUrOD 2X4 CONT. BAND BOARD FLOOR TRL1 $D AS 53 TR)55 LAYOUT R-15 - V2' DRYMAL DOUBLE 2X TOP PLATE 2X4 50TTOTI PLATE OVER 3/4'T 4G PLYWOOD — 1/2' DRYWALL--" LINITEL BLOCK WA • 5 BAR 2X PY. 571't F CA5T U4114 (1) + 5 PLATE UV V2"xa' 6 FT OR GREATER A.B. 32' O/C PRECAST CONC, SILL 3-V2' CONC. SLAB UHFI5£ OVER MA5. mtbH OVER OVER 6 "L VAPOR OM BLOCK WP5 CIDIMLS BAFpjER OVER TREATED, SHO N LOCATTchtS OId F ATION PLAN COMPACTED FILL C 3 ' S BARS 20. ' I WALL SECTION - FRAME OVER CMU tdD Two sToRY -- 12' DRYWALL OVER DC? 3Vi' CCW-. SLAB Ill/ FerF T- E5H OVER 6 MIL Y4 ORB R OVER TE E- TREATED, DELL C07-PACTED FILL S OVVER IS' FELT OVER A&I olsa OR W, CDX TRUSSESWoo S A$ SWOM ON TRtt55 LAYOUT X2 PT, OVER D(a GAR OVER 2X6 A.SDIA UV CONT- ALUA IvENTEF, SOFRT DBL 211.nS HEADER FOR 4'-6' MAX, DBL 2)w HEA R FOR 5-5" MAX OPENW. LI O, UMIRDOW UNIT 2X - ubOD STUDS + bb'OL. Uv R-11 tr-Az- If3' STUCCO ON MTL. LATH OVER B. FELT OVER T/I6' O OB. OR 1,2° CDX FLOC STRAPPM AS CH TRUSS LAYOUT Dp..t 2X - TOP DATE 2" ' R FOR 4"-6' MAXD5L2XIO HEADER FOR 5'-9" MAX OFENW. UT^LO, WIDOW UNT7 2X - U001:1 STUDS - V 'OL. W/ R-U PlISLL. GRADE 3 °5 BA C$ WALL SECTIONWCTwoSTORY FRAME 3\` CON SLAB W "BERAkES" D 6 MIL VAPOR BARRIER OVER TREATED COMPACTED Ru 7 CMUFIDE£asL.A53 SHUY__E5 OYER 5- FELT OVER 11W OSB WOOD TRUSSES f/ STRAPPED AS SPOLN. I CN TRU55 LAYOUT i s GRADE P.T. IX2 OVER D'B CDR OVER 2X6 SUBFA5CiA W/ COW, ALL". VENTED SOFFIT DBL- OXS HEADER 3 g 5 BARSLMIL— s OTHERWISE4PLAN MONOLITHIC SLAB - CMUA3OTEDOdFLANNoTG_ 2 UANDOD LNTT TWO STORY 2x WOOD STUDS g I6" O.C. I/S° STUCCO ON MTL. LATH 8,13 LV4TF1. FILLED W/ Y} A ERTF-.A.t REPAR E SINGLE COURSE LINTEL 3/4'=1-0-- 31 CONC. SLAB W/E4BEfttaESHOVER6WLVAPORPARRiER OVER TREATED COMPACTED RLL i iT 5 REBAR CONT. GF.At1E X THICKENED SLAB NON BEARING ENTRY 7CON(,- PATIOS b'-allk, 4' . PATIO PAT3OFLR - FI-IRF. tfU A P _.OATION SLAB PdC7TE 3 1/2' GONG_ SLAB i ID 1 CVER b KL VAPOR BARRIER ON CLEAN, VIELL COMPACTED TE Z"TF- 111, A14T TREATED FILL CAA& Q 'REG4ZV9T 2` 5Y5TEM (TYF) F s ,T— _. _.- v -. AG CHASE 1 T 1 + .-- SQ"x2?i' , 04D Bf3`.a, FTG, VARIES 6Bt i 7 E Ei} 1 1 --- a 314 FEE3'5 AT GARAGE DOOR ems OVER 15* FELT OVER I/V' 3 7 //2' CONC. SLAB w ERMEs3 OVER 6 WL VAPOR B. HER 2X BOTTOM PLATE ON 3/4' TOG 05.5. OVER TREATED COMPACTED FILL a e NON LOAD BRG. WALL 1 ¢ 5 REBAR CONT. AIL 7 ENTRY FLR 2X4 CG4JT. BAJV BOARD 4AR1E5 3 FLOOR TRLISS STRAPPED AS w w G2 ON LAYOUT VAS BMIL Q OVER TREATED .j O LINTEL BLOCK COMPACTED FILL .- 2'"$" WA - 5 BAR I 3 / 5 REBAR - OA LINTEL SCREEN a DEPRESSED SLAB' AA 8EAR7NGa GARAGE DEPRESSED SLAB TWO STORY NON BEARINGO_GARAGE - AMON/FILUM CiFINISH --- BARELC6J BLOCK } PALE = 3/4°= I'-d' p CA'k1 U7PP5 3\' CpNC. SLAB w St+ Lys, 11BAR ® OVER 6 EA YAPO BA TEiDLOCATIOl, 9 Cad OVER TREATED COMPACTED f9i FOLNIDATIGN PLAN ` CORI2ER BAR i W7 STD. HOOG 5 BAR CONC. POLLED ( [ { } ( 3• 5 BARS 2.e 10" 1 IQ' -3 1 5 REBAR TWOP GOURSE ENGINEERINGg l a /\ , E E 1 1 i 1 M 't.iCHA.R BLOCK N N WALL SECTION-@ FILLED CELL -TWO STORY (407) 774-9003 FAX: (407) 774-8477 WD - THICKENED SLAB LINTEL BEAM REINFORCING P-o. Box ISI613 ALTAMONTE SPRINGS, FL 32716 STEM WALL - SINGLE LINTEL 8 W BEARINGG ;WALL CHAIR BLOCK UNDER FRAME _- T J. RS4N PEl 47819 TWO STORY FOUNDATION DETAILS & WALL SECTIONS — MONOLITHIC SCALE 1/4' = 1 -0' I Im ra MAXIMUM SF'ALIt LlF FILLEL7 CELL_ tM_Ra TEO EFLLS THAT LAM IRESIST A 00 M.P.H. L1,111i UESIE N :MALL T = 22 PSF MAXItUl ALLOWABLE TEW,40N ON LORE UMTS IS 75 PS-1. - AL3, 573 TAELE 101 SECTION F42OFERTIES 8' PARTIALLY E TTt WALL = 95,43- 01"15ONARY 5TRLCTLRE`1 AL.I) M = w1.1 /8, 5 = W-L•LXI2/ 8XT = 9$.43 , 1 = IOA FT, UEE B'-O' HDFtZ. `PA,EfIIE. 9'-4° LETLIW5. MAX. 5 USE 6'-0' HDPJZ, 5FN_*F- - U'-O* TO IZ-8' IFS M t5E 6'-O" 3 RIZ, SP - 12'-8' TO 18' a AMLINTEL W LU 05 r-O T. w 9'-4' i.L f I- 15 DES OF i1#E STET Uf ITS - O T R ITS cO Al-- PARTIAL FRONT ELEvATIcN SCALE =4'- 1'-0' FL- CALE 1UTE, SEE STAR DETAIL 114 STPIF-TURAL SHEETS FOP ADEBTIONAL MNSTRIJETION INFURMATUN. 50, FT- CALGUL,4TION5 Irt FLOOR 1062 0 2rd FLOOR 1441 0 TOTAL LIVING AREA 2509 LANAI 00 ENTRY OTHER 0$ 4 1GARAGE TOTAL AFEA LWER ROOF PAW TOTAL AFEA--,", Uo H3 M LL, 0') CD bate: OS-22A1 sheet: Aby. dmw design of: ROOF PITCH I i Y TRJ155 PEAFW, 1 -- - - - - --- V--- Ico7'°taXRt Y$f2 / RIM FLOOR _ -- m FTt si! LFF1_&1D_F_ V_ TRs% ARW.-- 9._4'4' f YRZ5 BEARN, Wi +4 FLOOR -- SCALE = s", 1'-V 7-4%' _ iJ.i'Qi 43d 8 m" zv PITC 4 5 FNqs"4 CPT MBA Wotrl X'cP -- - ---- --- - -- ii3RfM 1 SN SCALE = 8®, 1'_0' ISRN€ a Sads n $ aP= It5g a o lit_ Lo He fire H . 4H, a by,4 by rim at-zz-at sheet A3-A of: CE&.W. FAN CPTJ ii Cc F{E\N j']/ J/ A ( J J { t Sj A J I 5 Ap X6 io X6 a , 25 r A - iLlC M _ 3 CFMtooKIXP. i FJ x a 235 l.. XCE1 fGN 11-1 ij GFILD6 FAN f5T1J./ 2nd---ELE FICA_ 54--AL_ = VA' = 1'-0' KITCHEN A KITCHEN _B KITCHEN C f4°_T'-fl}, b Lr:e-{T 5TRSP BATH D BATH E POLLUER Rl F SCALE- SCALE- V4--r--0- 56 E- 14"7Y-Q• INTERIOR ELEVATIONS Pta-SEX P' C. EX -AIM FAST 730 YOU FEC_ K DETECTOR r.aw WATER FRCGf REC. SICKE DETECTOR (Wl L.'YAM' mlP CA20tP6J FElJLT R£L P J. tEtEViSk<.l1 y BUT04ED REC. Gj ANCTI04 BOX vl5C4>#EGTr--1 AU 3CAti rb(. Q FLORCUTLET yf-$,T TR4CK L?GHTW, S SUTC,4 4FAT RCN t MAID, CEtL.W, RK Q' •ER PNTT9!a3 RECE%ED LY.sFTi DOOR5ELL e,J" REGEtx-"E9 LY-HT (VAROft Y2i lKE7 CEfLRY FNi PRE'ZdRE c 1112, VTR 2' VTR LAY LAv Y' WC. L_3'_ IUB yr VTR I -AV 1 0' 3 i3 3° CGf$ 7F TM 3° 2° LAv 11,171 lt3• _2. 3° WC. r k SOS i / 0 SER CABLE L W TER 150 A 813 'Lb9 11.0 DRTER 9X3 W3 PAT&L L APP. 0/2 UP ALE = V4° = 1'-0' L.. a 20AW 20A VP a 9. 2_. 2 5MALL APPLLO CE 20A W 20A VP 12 b 6 5A VF w T tSAPA6E DOOR SA VP 34 i It loom WATTS AT 100% loaow LAaF,7 CTR. W/14 UA TOTAL 4 SARE TOTAL LDAD e&B Cm' SERf1S-E SUE TO PPL TRAP+fa"---. v ClRallv ROD 2504 ELECTRICAL RISER D1A6i150 A 4 1 m$ e rry 22P somad 5 W r t1V as gig Q co" Fi s s sa,r msem cy oa-'A asosan d=sgned by: 0 d— b'-dmw 4-V. data.: 01-22-4T sheet 4 ou TeTit.^Wr-4(#4n4E'VC2509 LINTEL SCHED. IV LINTELLENGTH TYPE UIMMENTSNITffll'- L I 4' 8FI6-IBAT ALLIED LINTEL, A-13 L 2 -11-6. 81`15-IBAT ALLIED LINTEL: L 3 -T-B- 8FI6-1EAT ALLIED LINTEL! A-5 L 4 4'-6- 8FI6-OB/IT ALLIED LINTEL! A-3 L 5 1,- B, 8FIS-IE3,qT ALLIED LINTEL: A-5— L E, 4'-S' 8FIS-DEAT ALLIED LINTEL: A--3 L -1 4'-E,' 8FI6-OB/IT ALLIED LINTEL: A--3 4'-E6l 8F12-[]B/IT ALLIED LINTEL: A-9 NEITE: LINTEL Ll MAY VARY OLE TO HEIGHT DF EARAEE FLOOR, MINlt-TJM DEPTH TO BE 16'- 5 REBAP AT TOP M, 0) Ruro I-J/2* CLEAR LWiLLEI] OF T MrMM OF LWTEL CrIATf REB-R KITTOM, OF LINTELCAVITY8FIB--IH/IT 8FIB—IBAT 8FI2—IE3/11- 8F8—IB/IT BDTMM RElW0Pf- & FFaADED W UNTEL MTroNAL ZUTH-j "xi'irr Co - LINTEL SECTIONS a, NUITK14- "M "'' PIES' W"MAL °FE` AT TOP T-YFE Fj'E'-':—JlBNATl[1N I I Sad F— a W o its, DPROOF -- CD Lr) 04 2509% UINITEL DIAG_RAM{GAR. RT SCALE: N.T.S. sheet- MRRICAfYE ENGINEERING A5OCT12003 Of- 43 a NOES: I CAST-CRETE SAFE LOAD TABLES MATERIALS I FOR GRAVITY, UPLIFT & LATERAL LOADS k. Ft # kssedprestref6ftei5 = 6000 psi, If t bout = 3[M psi w/ r sn<MM 3/8'D erg te. 4. C t y M'ts {CN II Per A.STM-C9O w1 marran riet orea conTrEnsrve str-th = 00 esa, 5. n Precast lrltel 1 ASTM19A615 Fief rEour per ASTM ABIS GR40 or - 6. > r s_= per ASTM A416 L-Ode 21fi re ga, 1. 1/ 32 vin-e per ASTM A510. 8. Mortcr Per ASPI E.2-u ty M or 5- EENERAL NEITE5 I, Fr- ovx E full rurtcr t i led jants. felled Intels 05 requulred. 3, Instaltatsm Of k i tfw5t compl,I wcth tte ca-chntecto-ol strry-itif- DI dre" 4. Lintels are fol:tured with 5-12' 10rq rwtctles of the erds to acr to vertical cell renforcM9 End qi rs txa. 5. All I fs rr!et or exr..eed vertnOl r fkec,tixxl, except la'steks 11'-4' cnd kor er ruth 0 r lz§rra9 kleu nt Cif 8" M-et or exceed LA80. 6 Bottom fw_id d retxa- to t Ic rxted at the bottom Of the lintel cavity. 1 -1/ 32' doniEter ware 5tirrup5 ore welded to the tl3ttom steel fcr medlorpLol 8, Cast- n-pioce concrete rMj tE! prcrr in F-Mpusitp Intel in lieu of corrrete qj marts. 9. Ze kxui rc2 trz ed an rat >£zl clesx c marls Per Ail 318 5 1 SAFE LIIALJ TABLE NOTES 1. Ali values m min 4" tlr::orreq. Exceptg-ni Safe Eonsfar tnfilled IntEls mirt ty-- vaTXjEed 1:21 20% ifbecun3 senc Ut as less t 2 6-1"- feforall recessed ITtEls _ m 8" it e 2. N.R. _ Not Frtad. 3, Safe loads orE total s.> rn:nspd rziiowablE lcod on the SeCtEn SpeLvfeed, 4. Safe kxds based on trade 40 or- B0 fsetd retor, S. Additioriol k AE5-ol lood capaaty can L-Ea otito edLij the des r tri p-OvclPq odilcmk reinforced x-y atxaave the precast Intel. B. One #-I r I mj to subsbtuted for two #5 reta4rs in 8" Intels on1j. L The da54ier Mal eucit/mte C0rCE11tF0ted tDrXi,. fl-CM thP- safe I00d tOt:les tri caicuiDtalp the maxarnan resistor rant cmd shear at d-rwvay from the kae of appo- t. 8. For composite Intel heights not shown, use wife loci from rw,-xt k3wer he-q1t, 9. Allsafe maces in MIES o p0ixy-15 per hrie17- FOOt. i REE1lIE-E VAWE BY 15% FOR ERADE 4D FIELD PEt3AR i R ) i 1 MATERIALS & INSTALLATION 1, r n precc6t hate) GPE11 pi l ASTM AS152. Fetes m pri tx-urn 5R47 r ASTM AE15 3. ft for Precast Intels =400C 4. It tE] F freb ccax:rete=3L7SDIIpsi 5- cerarete rnC, 5CYrj ]ants per ASTM E-90 mnt-tar per ASTM E210 t TM or S 6, culr_ulut s b1' Richard (I Neuron, FE,, pxjd1e-hie &,gareera] tr, 1. slx're a1i ConTXr iteIntele 4' O.L. 8, ail roMPMAF op , cuicu w,th 1#5 ai of tee 9, wfe tad rn rurno01 8" t'E arm 4' movium). I0011 tads lrwn ai plaids per Inec>r font It, fc¢- thzsrapt izsted lase next kxr3 r feith rs tirafe ka.,a3 FIELD REBAR 5 G-R 40 CTU, J QGGi"tGRE' FE FILLtILI -- FIELDF'EBAR 5 GR 40 r- REDt111E VALUE BY 2596 FOR GRADE 40 FIELD REBAR I F ALLIED GRAVITY _SAFE LOAD TABLE FOR 8" CONCRETE 'U" UNTEj_S LaN- No. LEracTFj 8"X8" I 8 X8 Ui#FILLED FILLED 8"X12FILLEDX76' FILLED X20 FILLED8°X24' FILLED 8-X28" FILLED 8X32w FILLED A- 1 z70 6549 5251 10125 12OC30 12000 1=0 120110 12000 A-2 36 38b 3858 57E1 8-552 11440 12000 12000 12DE113 A_5 4b 081 19V EE 1 461E u8 1269 860t 9924 A-4 510' U28 1080 1810 2483 3913 4E3i 5350 A-5 1`E 902 U56 IG44 2542 3294 4029 4-190 5522 A-E3 94 6 6 fl- 36 NIL 1534 1994 2436 291123346 lOb- 489 483 841 If-10 1522 i851 2211 2E b A.--8 i14 S02 2455 293 3389 A- Z8' 421 488 1`100 1224 1604 f958 29BO 22iA -I[] 134V 993 49 114 1053 081 1692 2024 2341 A-11 14'0" 342 313 690 938 1233 1510 1808 Z091 A-12 14'8" 308 334 618 842 11E38 1352 1624 1819 A.-13 I1'4' 712 255 4 I'll 8D8 988 8 3 A-14 19`4° 256 345 496 8Si1 IG5 1408 1598 ff 419 184 1052 1300 k5 ALLIEDUPLIFTANDIATERALSAFELOADS FOR 8" CONCRETE "t9" LINTELS 1-5/ _- _ 8-X8- + 58 6' XI2- 8"XW 8-X20" 8"X24" $-X28' 8'X32' LINTEL NO, LENGTH UNFILLED FILLED FILLED FILLED FILLED FILLED FILLED FILLED A-1 210" 3096 3150 9 994 I0000 10000 f0000 IOOoo 10001 A-2 3'6' 1835 1816 5 445 10000 100M 10000 10000 100133 4b' 10F8 1051 4224 5900 8209 9440 10 A-4 5'F17' 515 E 3 23M 3319 4300 5303 6166 A-5 lb' 345 310 1421 19-18 2552 3514 3.61 4bM 9'4' 228 252934 12% IBSS 2059 2542 2941 1O'S' 5 209 156 1049 1341 1662 2025 2341 A 8 11'4' 303 333 S52 911 117D 452 115i A- 12-8- 241 282 SI5 - r 0991 1232 WA S A-i 13W 253 Z53 510 iO3 892 1109 1303 1 9 A-11 14'0' 225324413652824028U96IA-12 14S' 194 2i8 442 E09 EA 955 11CI5 i 145 Zs3 351 483 E05 Gs 42 A-14 19'4" I84 214 3B8 420 525 651 115 A-15 2010, l4 203 295 405 504 630 580 EIE, 4408 2592 1415 111 Erb! 4Z3 329 451 351 320 to O r O V as 5$si xp€ 3as let rn lint g'e s Wfill0 : 5S ffill ssfft 9IMr, aag': k revisions: bysa bY 09-22- 01 CJI EJ9 EJ5 FJi ROOF TRUSS LAYOUT 'A' 1f36° OSB. 5HEATHts 2X4 fig. 5TUDS Yo ° OC. 2X4 3OTTOM PLATE 3/4' PLYWOOD 2X4 BAND BOARD kb °FLOOR TRlSS s 74" OC. TRlSSPERTRIISS PLAN U I LOCK W/ I - S EAR GSTRAP CTMGEL_OCK TO OOR T1Z. STRAP TIE e EVERY 3,d STUD CCtNECTING FLOOR TO 21 d FLOOR SRID BLC7GK Tt} 2h9D. STORY STRAPPING i 17-4-12 PLATE HT. 8 0--0 PLATE: HT_ lllT/1I1T _70 4XE POST 1,W2 4FG) P TOF AND fQ MTT2813 E PATTDM EPDXIED T7 BOND BEAM Hi! 5/8' 131A THREADED ROD Wl E" MiNBYSR-1 EMBEoMFNT NOTE: SEE TRUSS MF( S ENGtfdEERiNG AND LAYOUTS FOR TRUSS TO -TRUSS CONNECTORS i200F TRUSS ,NG1-10R,4C E: _ ----- 1) (ISE (1) TYPE ' _' (OR RNTERC_44+rASLE TIE) FOR TR155 TO FIRWIE WALL OR SEAM CTJON ESS NOTED OT 5E (UN.O.) 2) USE (I) TYFE -A° (OR INT=RCi-LASL!. ABLE TIE) FOR TR155 TO PLCCK MALL CTKR! (U;ND.) 3) USE E 6-N (OR R7TET,-_HA .sEA3LE TE,FOR ALL 1015T HAW.Ef2 OOtVIEl:;TiONs (2AV0) 4) USE (3) T6d OR (3) 131 x 3 1/4` FASELODE C-LIN NAIL TO FASTEN JACK TO HIP GIF4DER. (74B) 5) TR SISE.5 REQUIRE (ll TYPE `A' OR fi) TYPE 'C' STRAP AT A8' O/C FROM CENTER OF T531S5. 6) ALL 5TUDS BELOW GIRDER TRUSSES SHALL BE EITHER CONNECTED m/ 59WP60 N SP4 STRAPS TOP AND BOTTOM IN ADDITION TO OTi--ER 5TRAFf-W, ON PLANS, 5"ILARLY, 4X4 P05TS RE (2)-S1-4', ON EACH END. 4X6 POSTS REQLURE (3)-51-4'e ON EACH END- 1) a%TTOT-1 HALF OF MT5I& TR155 STRAPS SHALL SE EITHER iN£.ATLY UIRAPPED LINDER DOUBLE TOP PLATE OR NEATLY FASTENED TO VERTICAL STLD OR P05T DEPENDING, CNI AL O'F GIRDER AND 5TUD5 OR P05T BELOW SEE POST STRAPPINr, ON is? AND 2rsd FLR PLANS TiC E4711YALENT MAY SE SUBSTITUTED FOR HAND NAIL DES TiCY+tS' NAL VALUES- 6.4SED ON "NATIONAL DESr;dsl SPECIFICATIONS FOR WOOD CONSTRB ICTJO d FROM TABLE SBc - 'NAFL5 AND SFIKIES - LATERAL LOAD DESIGN Y41.1E5' NAH_ 5HEAR VALUE (I_.) Fd 103' Iva 125- VId 145' FLOOR TRUSS LAYOUT fi &c E3 Sd.T.S. 0-4 HELD BACK 1" 6 s 8„ d Y I/ 1 E ENGINEERING i 7) 774u94a3 1P (i 7) 77 — W f_la. 24R t 613 RL . R 32716 uxs . r4 Vats 2x4 LEC,IER TO MATCH BOTTOM u 7.4 5LOCKWG - 4a' 0,C, i.® BRACNG FE-OMEMENTS C40FE> SLOPE OF SCISSOR TRIES, ATTAC4,4 TO WE55 UATP CLUSTERS 'L' BRACE STUD Ju (l) 2x4 (2) 2x4 7) 2x6 Cr, (7) 10d NAILS ATTACHED UV Od NAILS SPAZINS L' BRALE 'L' BRACE '1-' BRAVE BRAF-E a 4^ OC- TYPICAL 4-5- 4'-5- - 8'--D" 8*-0' - IF-5" III-01 - I51-S, j 24- 0'-G" - 4'-D' 4'-D" - U-10' U-93" - 8'-FD" ff-U' - IZ-W NOT -L' BRACE M1J5T EXTEND AT LEAST ?O% OF UIEB, LEWHT GABLE TF—U&55 tj-,0N A35 - 3'-0' Cj7- — OR 2.4 F OR BETTERLATERALBRACES - r,, 0,C ATTACH (2) f66 TOENAIL STRAP TOPE 'D' 48" OLJ tOd NAILS 4' O.G. 111AtL5 1 4* Or-, 2x4 L NAILER CNaJBLr= 2.4 TOP M-47E TYPICAL GABLE ATTACHMENT TO WOOD FRAMING END WALL KaTHIS NSTALLATION t& N ADDITION TO BfA D,V. RE=fF D-IENTS, OF TF155 MANAFACTURER ROOF 5" FAT"w, OVER TRI55E5 SEE NAILW, ZGtr--5) 5ACKNAiL W/ ( 2);od NAft-5 5AY-2 I I BAY U300D TRUSSES 241 Or L' BRACE TO EXTEND AT LEAST WOF UJEB, LEWTP (SEE TABLE I I . a I K I 2.4 PANEL 5LOCKR45 - - FOR THE (2) ROIG Cr T-= FROM EA ENDATTACHED W/ (2) 16d TOENAILS Ypa" WALL LF; o / AT 3'-0r CjC- 2x4 DRYU1,6LL MAR DOUBLE 2. TOP PLATE OR 1/2, cvx 2.4 BRACE - 48' O.C. UV (4) 4Od NAILS - EA, END L FIR' 577WOBAYSGABLETFWS5L <-- sTRAP TYPE - D- 4a' Of-) tOd NAILS 4' O.C- 10d NAILS 1 4'OL, OVERLAP SPEAT4W, UV I2'MK SPLICE 2.4 STUDS - 6' O.C. UV 2x45LOCKRrS - MID -' PAN WOOD FF-4MRV. WALL) GABLE TFU&S UEB 9 SECT I [ IN BRACE DETAIL 214 LEDGER TO MATCH BOTTOM CHORD SLOPE OF 6f--I En 5 2x4BLOCKING - 45' ATTACHTO UE135 JT 4 L -,I-" 5F-4r-E OF (2)0dNAILSATTACHEDW1iodNAILS 4' Or-- TYPICAL GABLE TRUSS WEe, SINGLE BRACE Z--: 1FTAIL CABLE END BMCNG DETAIL UM,tF, --FFED I00 MPH, MAN WALL HEIGHT UP TO 30'-0" H-11 w 0 u E-47 0 eiS., W Ulf 89 1 His C> 110 U-) jizf CN lit 01-22-01 sheet A6-A. 1 Of m w o a m e a 0 r t7 y a ' c O O 2 l DESGRiPTiOt1 GOMPLIAI GE LISTIN(dC, FASTENERS DESIC-N LOADS (LBS.) UPLIFT MAX. DELISYP SPEi ! GODS A META18 CONCRETE STRAP SBCCI 9603 i iy 14 1Odx1 5" 2 1 10-16d 1500 1495 U B H5 HURRICANE CLIP NER 393,422,432 4-8d, 4-8d 1485 455 265 C MTS16 TWIST TIE - NER 413 14-10d 3116 1000 860 D LSTA36 - STRAP TIE NER 413, 443 22-10d -- 1670 1670 z E HUS26 SINGLE FACE MOUNT HANGER NER 393 14-16d & 6-_ 16d — 10000 1550 1110 HUS26-2 DOUBLE FACE MOUNT HANGER NER 393 4-16d & 4--16d 8033 1080 775 ML MBHAA56 7.25 MASONRU HANGER 8" SBCCI 9603 18-1Od, 2 ATR 3 40 x 8"5955_--- 1885 1355 MH MBNA3.56 MASONRY HANGER 9_25 SBCCI 9603 14-10d, 2 ATR_34"O x 8' 6050 3145 2260 F- MG 9.25 MBHA3.56 11.25 MASONRY HANGER 12" SBCCI 9603 14-10, 2 A1R 3 4"0 x 8' 6050 3145 2260 0 HD8A HOLDOWN TO 3" WOOD NER 393,469 3 7 8"t A-B. __--- - 28667 6465 4650 Q SP4 TOP PLAT ANCHORS 4X NER 432,443,499 6-10d x 1-5" 2917 - 735 530 R SP6 TOP PLATE ANCHOR 6X NER 432,443,499 6-10d x 1.5" 29i7 735 s X HGT-2 HEAVY GIRDER TIE DOWN HER 432 8-10d 3 40 or LBP 5 8"0_— 28333 8665 6486485 AA BC4 POST ANCHOR & CAP 4x4 HER 421 3-16d 3-16d 3100 980 700 BB BC6 POST ANCHOR & CAP 6x6 NER_ 421 6--16d 6--16d 4700 1050 750E CC BC46 — POST ANCHOR &CAP 4x6 HER 421 6--16d 3-16d 3100---- 980 700 — GG HTS20 HEAVY TWIST TIE NER 413 24-10d x 1.5" 4430 1450 1245 0 it HD2A HOLDOWN TO 3" WOOD NER 3931469 2 5 8"0 ---- 12150 2775 2000 U-, JMM HETA20 HEAVY CONCRETE STRAP NER 393,469 1 1 14-10dx1,5" 2}p1y 14--10d 1735 1495 N HHETA20 CONCRETE STRAP NER 393,469 1 I 17-10dx1.5", 2 i 15-16d 2130 1860 00 MTT28B HOLDDOWN NER 393 432 24-16d AND 5 8" OR 3 4" DIA A 4455 4455 p411 O 8 1 liftp. f-.j ama was aza.rr W- _ ascot Qrevna b'/ dmw d edce0 mY= asrwA'1113.!`1 L ENGINEERING ac-rlaa w 0. sheet Of-. I la"w/ RO-IodNIAIL 5 WALL 6RCIS 4 k ADEF ROOF FRAMR45 t' C' W/ 14-10d NAILS SEF CONINIEOTOR, C44AP-T BOTTOM OF HEADERfir'sac*vFOR TFJ155 NAA-6 . 4- 0L. FOR FOCI F DZOI'E 8d NAILS AT 6' O.G. OF DOUBLE TOP PLATE Od NAILS AT 4' Or- OR F4XIALIVALENT HEADER EOUALIVALENT AMMIATr- F",!EkIATIC "I- AT 2) 2 4O W/ If7' COX FLITCH T!") x I'vol 055 OR CDX NAIL AT SkRPO 7 EDGES SUPPORTED EDGES AND EXTEFJOR SFEATHrw1 AND t2l oec 12' Of- FIELDFOR OTHER AILED V 101d GALV FIELD FOR SHADED AREAS AREAS OF ROOF 4" or- EDGES AND ROOF 12" O.C. FIELD i- EAF>ER STUDS 2x4 Pl WALLSTUD W1 05B SFEATI-1111r, v. 3) L12* r1IA ANCHOR, OR 1/2" CIF TYR BOLTS TO BLOCK FULL LENGTH 4'-0' WALLSTUDS- 110 CTORS 31 T 1/ 2' AN- BOLTS EMBFD fb'MN WTO FOL44DATION UY LOCATED 111T4N r,' OF EACH END AND 32' Or- L "Gr W/ k Iod N B-0MAX.LSEUINERE ([J--NAILSBOTTOMRSN5 ' LATE OFWALL4HEADERSTUD2x4P.T. BOTTOM f ROOF SHEATHING NAILING HINL ___ -- ___ FATERNDETAILRNSTRAP EVERY 011-ER STUD TYPICAL Ff MING AND CONNECTIONS FOR Of-ENING5 FLOOR FF-AMIW, PROVIDE 2X4 BLC1-KRIG N T"E 5HOUN 2411 0/(--) FIF-5TTHREE FRAMIW; SPACES AT 48' O.C. REMAINDER TO BE BLOCKED AT %' O.C. OR RAT RUIN, FA57ENLt_ FASTEST FLOOR 5HEATHA Ks TO FF-4MIW, W/ UTH 06 /1 1 OR Oa "OT DIPPED 6-ALVA"ZFHD NAILS AT THE FOLLOUW- 5F'Ar-1W- 1) 6" ON CENTER AT ALL PANEL ED---E FRAMING, 2) 12' ON CENTER AT ALL rNTERMEDIATE FF-AMIW, 15LOCKIWGI - 3 46"OIC- MAX. IN FIRST T"REE FRAMING SPACES A THEREFORE FLOOR BizACING AT ENE) WALLS UIOCID TRUSS gSTRAP TIE STRAPPED AS --VGCN EVERT 3,d ON TRUSS LAYOUT STUD CONTECTING, FLOOR TRIBES TO 2) 2X- TOP PLATE- 2,1 FLOOR STUD - D51- 2X& FEARER SR TAP-/ FOR4'- 6' MAX TIE OFENI"G, raL, 1 TYF`. 2X- SLOCKW, HEADER FOR 5 Lo AT mm'SPAN - MAX OF- ENING, LINO, STUD 2X BLOCKING At MID - SPAN -INT. DOOR FOR INT- BRIS. OPENING - FRAME WALL I,, O. C. STUD SPACING PLATE ANGPOR EVERY OTHER FOR INT EIF- rFQ-F WALL STUD (TYP. TOR A BOTTOM) xj PLATE E,--%Y CONC. EXPANSION EVERY OTHER STUD (TYPI) - SLAB BOLT ANCT EXPA-I& ION BOLT 24' OC. ANCHORAGE 24' O.C. lAb- 0, 513. 5HF4TPfWG2X4 WD, STUDS - 161, OC, r2X4 BOTTOM PLATE 3/ 4'PLY00OD 2X4 RAND POAID T', 4-OOCFL , '' R TRUSStA TF;5155 AI,C440F PER TRUSS PLAN PLATE TO FLOOR TRUE` FRAMING & STRAPPING INTER. ERG. WALL (g' DOOR _FF-ANING 4 STF AF'FIN f, INTEF- AN FRAMING i OBWD - - - - - -- F15W2 F5fPG- IWALL eFRAMING2 STORY LIMITING FIE lfzl-ITS EXTERIOR '2 STLIL>5 SIZE 5TLv MA !L- 10A-WAI-1111 MAY. qT. 2' X 4' SFIRLICE, FIR 24" OAC 2'X4'SOUTAMP;14P! NE24'0,C 7' X 4' R? 4 P%,IE V,' 0/1- 2- X 4- S RN -oil_ 2' X r,' 6FIZIC- E, FUR 24' 0/1- 2' X 6' SPRUCE, FIR I6' O/C 2- X 6- SPRUCE, FIR 12- O/G Fa'-4" 2' X 6' SOUTHERN FINE 24' O/C W-o' 2- X &- SOUTHERN FPE 1601C 1-11-01 2' X 6' 50UTPERN 2- X a- SFFaJCE, FIR 24- OC n--a- IT -01 2- x a- SPFlIcE, FIR V,- 01c 2' X 6' A- RILiCE, F R r2' O/C 24'-0' 21 x a' 50UTF RINE 24' OX-- Z 15'-4' X _ O+ 22 -8 2' X a' SOUTWFN PINE j 24,- Uucv TRUIS STRAPPEDA5 5WOUN ON TRUSS LAYOUT 2-2X4 TOP PLATE2. 4 STUDS K, , 01- 06 PLATE EVERY OTHER STUD TYF, STUD 4 BOTTOM) - 117, X a, EXPANSION BOLTS 48' Or - CPU UJALL- T-OSLAb 0 FRAMING & STRAPPING ) KNFFWAI I OVFR CMI I UJOCV TFLI55 STRAPPED AS SHOWN ON TRUSS LAYOUT 21x- B2OCK0111 AT MICISPAN - W OC. STUD SPAC44-, FOR INT. 5Fx. FRAMEWALLgF%-ATE AN OR EVERY OTHER STUD (TYR TOP I BOTTOM) - L'2-,, I5* t> P- BOLTS 32. OIC - -------- TE44- FXTERIOR WALL SHEATHING NAILING PATTERN DETAIL axaxyl P T 2X6 W1 I DIVt 'J' TYP') BOLTS to MII,L 4 1 MAXW/ TYR' I -T60 lr7) ML.- PT 2X4 FILLER1. GUINAILED W1 8 FORA N41LS P.T 2X6 W1 1/ 2' DA;M, 'J' BOLTS 41' MAX, IV/ 1. m . ENOED, (TYFJ DETAIL: TYPICALJAMBFASTENING; ovERHEAD C:,AR, 4CE DOOR SCALE NT,5. 2-19 4E5E REaJIFZEIIENT6 APPLYWHEN tNII/ DOOR MANUFACTURERS FA-5TENNr, FTHOD IS NOT RPECIMFD, I-) NAIL W/105 DIA OR PEAVIER POIJER NAILS a' O/C AND 3` 111-FRI-41 EM- 15 TYF, W1 I" MN. EMBEDMENT INTO BLOCK- 2J ALSO ADD 3146' DIA- SELF TAPPING CO- ANCHORS T"RtJ UNDOW DOOR FRAME EirW (8) INCHES FROM ENDS MAX. AND FORTY (40) INCHES MAX. ON CENTER W1 I. MIN EMBEDMENT INTO BLOCK ATTACH UJ1IJ`,COW TO 5 10 SCREWS MAX 5, O/C AND MAX11 t 0/1- AND MAX- 8' O/ C FROM ENDS L) TALL DW-IETER SELF TAPPW, CONC. ANCAOF->5 Er -HT (6) P'4CPE5 MAX, FRCM ENDS AND 24' C44 CENTER MAX. aw 11 MIN EMBED. INTO BLOCK FASTEN UANDOWPOOR TO PT BUCKS UATP -O 5c4REUI$ a, O/C MAX AND MAX- S' FROM ENDS Wj 1. Mik. EMBED- INTO BUCK TYPICAL BLOCK QFEN1Mr:s DETAIL FOR FT BUCK FASTEN" AC 35 F'SF FATV'6) t NAIL INTO2 NAILS INTO TOFFLATE rTORFLATE PRE ENGINEERED WOOD FLOOR TFUSS 24' O.C. MAX- y -2 MAIL TOP FILATE - @&- FRAMING --ajLREN ,APG- INTERIOR BEARIING WALL 2x- BLOCK1111- AT MIDSPAN - VI I OC. STUD SPACING FORINT, Bf FRAME WALL- 2X P.T. BOTTOMPLATE - EXPANSION BOLT Aw-Po 32, OC- AL NOTESILWELOAF, -',- ROOF: 20pf FLOOR, 40p,F STAIR 4Op5f 2, WNF> SPEED i10.ph 3- q-to 3, ALL UJOW 70 BE IN ACCORDANCE WITH THE FB.0 200I CHAPTER V- 4, ONLY WRITTEN! CHANGES APf1R0vF-D BY THE ENnNEFR SHALL RE PFF"TTED- L ALL WORK TO BE V STRICT ACCORDANT_--F U714 THE ACi 315 2 MIX DE5r N CRITERIA: ALL CONCRETE TYPE IPORTLAND CEMENT ( ASTM C BO) C/-X-PFESSfvE 5TFZWT" - 2a DAYS S"ALL SEZ,2500 1 FOR 15L OOT= 470 F LZ M,r t%=F TER_ RATED4TFOLI-Our- SFECIFtEDNOT -AIR 44R CIONPRES&III/ E ENTRAINED EITTR4RIED TREW, TP fpW CONGSE TE Cl-- NCRETE 25,00 oa`Il0,54 3000 0,5p 0-46 6Ltif-1- 51-AS ON GRADE 1. OTHERWATER - POTABLE Ci-LORJDE - NONE 3. PROVIDE NORMAL UEk-, PT Aln,,-REr 4T-75 IN COMPLIANCE WITH THE RFWtREMENTr F , A5TM C 33_ 4, FIBERME&H FOR SLAB TO BE AT A RATIO OF15 LESfYAFM). FOUNDA '1IONS : 1, FOOTINGS DESGGN EASED ON MINIMUM ALLOWABLE SOIL BEARING, PRESSURE OF 2000 pT 2. IF FOOTRV, ELEVATION O--AJRS N DISTURBEDOZTAOLF OR UNSUITABLE T FIE EW 'R+EER SHALL BE NOTIFIEDANDNECESSARY 4DArITI"IEN75BE MADE PER HIS NQSTfw1r-TR7`i5. 3, PREPARATION OF ITIE SUFARADETOFOLLOW RECOMMENDATIONS AS OUTLINED UN THE GEOTECHWAL REPOPT, 4, STEPS N WALL FOOT0,1-5 SHALL NOT EXCEED SLOPE OF (1) VERTICAL TO (2) I ZONTAL 5 I-AUTION SHALL BE USED UPHEN 0-.RATVV, VIBRATORY COMPACTION EI=PNENT PiEAR EX15TW, STRUCTUF--5 TO AVOID TPE R16K, OF EIAMA4!F- TO THE STRUCTURE A-SONR'T- , I DESIGN, MATERIAL AND WORIQ-14N541P SHALL 13E N ACCORDANCE U47H TI-E AC4,STANDARD BUILDING COVE RE<;1JIRENENTf FOR CONCRETE MASONRY 5TRUCTUF--5 ACI 530/A(:-f 5301 2 GELL5 NDICATFD TO BE FILLED -'WALL BE GROUTED UTP 3000 p.1 CONCRETE. (O" TO 10' 5LLt'TP) 3- PROVIDE 25' LAP FOR STEEL - ALL LOCATIONS- 4 ALL CELLS ADJACENT TO CORNERS, END OF SHEAR WALLS AND UNDER CONCENTRATED LOADS SHALL CONTAIN VERTICAL REIFORCRr, AND SHALL BE FILLED UnlH CONCRETE. 5, CONCRETE BLOCKS SHALL COW-ORM TO A51M C--SO f28 DAYSTFEPL -TA 2000 psl) !T-Roo p.0, LAID N lr, ROW), MORTAR SHALL BE TYFF N ALL RE - BARS SHALL BE GRADE 40 UILE55 UNO WOOD : L ALL WOOD FRAMIA-- AND WOOD TIR-', 5ES SHALL BE DETAILED, AND FABRICATED N ACCORDANCE UATH THE pROCLDLT,--S AND CUTLINED N THE LATEST Ef>111011 OF THE NATIONAL DESIGN &FF<> Fk--ATi0N5 FOR U000 CON5TF---TV-1q1k 7, THE UIOCC, TRUSSES SHALL BE &I= AND DETAILED 70 FIT TI-E Dff-!EW>i, AND LOADS INDK-ATED. ALL DEStC>F# SHALL BE IN ACCORDANCE WITH ALLOWABLEVALUES AND SECTION PROPERTIES ASSIGNED AND APPROVED BY THE BWLE)R'G CODE. Di r.N CALCULATIONS SIGNED AND SEA!-Fp BY A LICENSED PROFESSIONAL ENGINEER ARE TO BESUBMITTEDTOTHESNEERFORAPPROVAL. 3, FFIFT14NENT BRiC16W, PERPENDICULAR TO THE SPAN OF THE 7FIJ&SES SHALL BE PROVIDED 45 REQUIRED BY THE TRUSS MANUFACTURER TRIJI&S MANI.FACTURER SHALL PROVIDE STATEMENT THAT BOTTOM CHORD OF ROOF TRUSSES ARE BRACED DUR;W, UPLIFT CONDITION. 4. FOR STRUCTURAL LUMBER, PROVIDE THE FOLLOWN6 GRADE AND SPECIES - 5CUTHE-RN PIPE SURFACES DRY USED AT IS% MAX, M. G. GRADE NO2 OR SPRUCE flNE FIR S1-1JTP?aRADE NO2 5, PROVIDE GALVANIZED METAL 0,41dGEF-15 AND FR4MW, ANCHORS OF THESIZEAND TYRE REC,Otj-JENDE- BY THE MA"FACTUF--R FOR EACH USE INCLUDW, RECOMMENDED NAILS 64 I'aPES CIONNIFCTCR& OF, EOUIVALENT) 6, ALL BOLTSUSED FOR WOOD CON57RU-- TiON SHALL BE A MINN-L" OF 1/7' DIM-IETER AND 6' IN LFWST}4 (A5TM A-301) WITH MIN, 1 112" DIAM, WA54ER- UN.0- 1 FIRCADF FFAMRk, MEMBERS OF SIZF5 AND OF 5PACR<5 64OUK OR F NOT SH N, COMPLY UATIT 1-"IT1&'- STU7) PEr,4475 C34APT, DO NOT ST-LICE 5TRICTI.IRAL MEMBERS IBETILEEN SUPPORTS, P. ANC:i-!OR AND NAILN, AS RPOuN, ANDTO CCMPLY 01H THE F--COMMENDED NMLNG S--FIEDLILE FROM THE STANDARD IBUILDNG CODE, LATEST RDITiON. S. ROOF SI-EATHIW.' I/I&I Ose OR W, CDX SEE DRAIJANSS FOR MAIL Dr- PATTERNS_ VDRIFIGATION OF FIELD CONDITIONS - 1, CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DTONS RELATIVE TO SAME- WERE THERE ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED N THE DR '-S, SUCH CZV TIONS SHALL BE CALLED TO THE ARCI417ECT'S ATTENTION AND NECESSARY ADAISTMEN75 MADE f'F-R P15 INSTRUCTION& 2. FOR ANC44OR BOLTSUSE4U,-ES OR EOUIVALENT (A-3r, OF A-301 STEEL) 3- E 7X4 BLOCKW- C44 ALL SIDES OF 74-E RIDGE VENTS UTH 8d NAILS AT 4' ON CENTER PRE ENG.4I'EERED WOOD FLOOR TRUSS ® 24' OC. MAY TOER41LFLOOR TRESS To Top PLATE W1 k, FO-NY NAiL5,(2) VON THE OTPER AIL: INTERIORBEARING WALL W1 NO UPUF- T fomuctiNE F-NGINEF-FtINC3 42 OWN MRN-LIKI MA C _toCH - 058 5FEATHR,r, FLOOR PEli1-7. s 24° OPL C. ffi 3 ri 7x4CtJNF241fflO/ C — 05B T SATE 7! 6' o 2'- fD" ` H I - __ 4EA. SfDE (7YP> \.., 0R 1!2" CDC- y__} / \ 2-2x4 1 - OP PLATE A OR 1/2° CDX— -- SADDLE --' 2X4 STUDS 1 e g E 2x4ELOCKRrePRdt4I6° O/C % OR i!2° CD' L1S Q COW, 2X4 NAIL .C EA SIDE (TYP.) 2x4 BLOCK 'R*.rs / CRICKET ( TOEACHTRUSS 2X4 DIAL/ R W14 GABLE BRACE // 2X4 5TUD54 V'ddNAtLS E / .:. I6" O/C i f 2X4P.T. HOT. PL.ATE,.., _ A TO OW 2X4 NAIL -- f--i1 EACHTRUSS BOLTS __ _ ROOF T?iiSS P.EStT. e 24" O.C. STRAP E STUD W-B- LIP TO TOPC 50T. PLATEtUALt YY ;+iCt" 71WALL--6" SOLID ROOF TFa6S 055 OR L/2' CDX CEl FRAMING SECT'ON THRU CHIV.NEY INTERIORC! IIMNEY C - - - 1 ALL SECTION FRONT ELEVATION SIDE INTERIOR CNlMNEY DETAILS CHIMNEY DETAIL EXTERIOR CHIMNEY DETAILS ELEVATION () 1 C C(JNiECTttN T.S. - - t) 9 9 1/2' • Q 2X9TLk'J9 sVo" OC.. 3/4°' FLOORS EATNIP f3 _ I— PdGTE i 9/1° SPAG&Y.aCLEAR GF - AI L F31515 I'fATFRiAIS {/7" THE 31Y1 EXCLUSiOF TwoRi5ER5p ® a ® a FIND ' ONE TREAD. *r a OF TFE PROJECTION OF Z 'i- In aNOSIPKa, SHALL BE NO LE55 L THAN24' NOR EXCEED 25' ®. i IJ T 2Xi2READ - _ NOTE: SEE FLOOR .,._.- z HARDW00D :n _ 1J8° 70 IJ2° GAP TiP. +S7 PLAN FOR wAaDRAk6 z TREAD DEPTH Wj — 1 — v to" 1. PLR 1 3/4' sue Hits ( - METAL HRaCKETs 1-1 ` 1 1- - 4 (j s - * -2X12 G Ste_ SMAX s - A %} 2- 2>(U ;'II BQTTC:M-I 2X12 STAIR 5TRWf EF L (} IX(l -- AZE 2X6 E<RACR ',.In {p q7 J j j Ill ll S —__ - C i/1' 2XQ g LH1 0 21SER BACKING - w 1 2x LEDGER C), 2Xi2 STRINGER FASTENED F1RE3 G KR2Y ura.t z rz^ DRYWALL BOTTOM 3 WEDGED ED6 - e TCIENAILED INTO 2-2XIO 1 s j a 2Y, STUD n) L jj xn ml, &-IRT eoAF Ill A-fi'KED2x77 5TAIR - TOf. - \ AT S7A7'nS2Y..i2TREAD 2x 5TtD5 t6' oc,. e aX STUD WALL - -- - I I ri IDETA1 --- -- __ - -7X2X4 STR#T4C EF - - -aD LEE),, '^t"' 17e B{ .-_ P.T. Sk4 NASLER t- PT cfJTTCA'1 FLATE ... FT 2X4 NWL R - O a i i /' h f-) R,41 1 I -3 _ _— 2x4 NAILER _____ . AIL TO WALL - IDETAIL, STAIR TREAD WALL _ _ --- -- - — w Uf LET ' OFMTSib MR tOd NAILS MR • OF 3/d6' THE MISSED FILLED CELLS CAN BE REPAIRED FRG4i TPo155 57 TO FftJ7.T. 7 TO BY EPoxr GROOING W s REHAR (SEE EPDXY Q ° PROFERTIES AND SPECENT ') INTO BOND ES3VE f>o YIl9sI 7 D 7 M ACR (S ) ieAG4d STt2AP7 (EAGii STRAP) Lk141kD LPL -E EG217VALEA2T ') 9470 HGv ID SEARS AND INTO THE F00T(riG FOR ALL FILLED CELLS 0-131 1 i 4 SACPN CN PL.eN6 BUT NOT FILLED IN THE FIELD ENGINEERING 132-ldb 2 T 4 6' D. AND RT0 DOT44 T"E BOND DEANAND THE FO0TN< i^AT# ns-9A43 pax: Tarr/# na-earn p IF AN 'A' STRAP IS MISPLACED ra ru>xrsxa sus. umrFs:a+ PE) ai8asfi Tars 2 pp$ OR FORGOTTEN AFTER THE OP GE &OND SEAM 24' OR OR t g T OF 7HELINTEL BEA'7 ? i 5 A? 48" —1 \ $h , 1 124" Oft P65T SIZE AT TOP OF CM WALL THEN A l FRE-EA1l=MEEI D 5 MT516 CAN SE SUBSTITUTED '\ ' U1iJCiD Tia35$FOR EAC#4 MISSED 'A" STRAP (TYP. t3DN) - s ®. a - -- -- - - ---- U 9 PLEASE SECURE EACH MTS#6 STRAP PRO 4DE 20 Ga. GA-V- t F4.OVIDE (I) 5 AT 4S' FOR TRITSS 11-- BOND 3EAI"I i!i/ Dom_ VE.RT. AND (275 FOLL THE ATTACHEDTABLEAND (k) g,I7_ / - A,CuiRDtNG TO THEUPLET 5t-KAU4 FRG: i ?O SIT (I7 5 CONT. BELOW EA f T 2J SS FSON T522 (2434}Lb, sitar, 11PLfFT) or j q rm•- arcs: SPLICESPROVIDZS" LOCATION FILL ALL 1 f A AG TRDTt WE U-ER INSTALL ALL bFzflER f27 NW #TES RT22t12 C7930Lb. max UPLIFT) or w SPLICES (TYFJ ' TAPGONS ttkTd4 1-I! I' MIN- EMHED-------- 2' cELLS uflTH 2509 P51 _ PROVIDE OPEN f27 5Et-r-O ADS-2 (3412Lb, max UPLIFT). G^IC. ALTERNATE HEAD JT. AT 48' O.G. POOKS IN FNDFOR WEEPS LIIITEL BEAM Wl (I) ^ 5 CCONT_ CM} WALL (FLLEV V '5 VER LLC-U )_. ga Ct-4J v;.,¢LL __-.) - `''f- ' 2x4 POST SEE fy C C BRACE EXTERIOR SIDE C 2A,DE AWAT' DGP3LE TOP PLAN FOR CA1/.`NFITY OF WALL s° ct- u PLATE cGR_ 1PAC?ION OF T#415 r4 s MT5d6 ArA s s aa° oc, g 31 ATTACH T I 9 EPDXY 'S r:.. LdEVERYOTHERHOLE _ 1 S4T0 FOOTRY TOP OF FOOTER H-_AM 4U/ 6° BTIB.FD- {} LL 4) '5 2. 3° CLR COY. ^ _ J...I SISEf: NOTE; TAPC SHOULD BE INSTALLED ... CONT. AS ALL R SAR (TYP) t : IN STRICT ACCORDANCE UAT74 Ti-E '1 '1 MAdlFACTLIRER'S iZcCOMIENDATV.ON5 NOTE: EPDXY GROUT SPOLILD BE w45TALLED IN RETAINING VdALL A7 PATIO STRICT ACCORDANCE UATH THEM ACTURER'5 (R f$ RE ATION3. NOTE: BRACE SIDE OF WALL DETAIL For (2X SUBSTITUTIONADEQJA2013 1\JL MISSED "A` STP,APDETAIL FOR PATIOSLAH LEA" BRACES for (IAI @ GIRDER COWECTION C MISSED FILLED CELL DETAIL a4 PLACE FOR -1 DAYS AFTER PATIO SLAB is P D / of n f i HANDRAIL TO HAVE A C)ROULAIR, r—RO55 5EGTION DIAMETER BETWEEN 1 1/2" TO 2", OR, TO FROVI17'E: CROSS 5EC,T;CN WITH EOVIVALENT ci ORASFADILITY FEEIPFORMANGE ci REFER TO FLOOR FLAN FOR STAIR fSECTIONSFECIFI' TO THIS lu SUM OF (2) RISERS PLUS (1) TIR'EA17, MU5T 2XI2 5TRINr-ERS AT 51171ES 1. CENTER EQUAL :24" TO 25" OF STAIRS VS/ 2X4 SFACEIR, AT 510DSALL5. ATTACH SPACER TO EACH STUD KTH (2)IOd NAILS, FLOOR TRUSS is 2X8 STAIR LEDGER CONNEGTM TO ~LOOK TRUSS WITH 10d X RISER NAILS Q&" O,C- 2X!:2 SATTACH TREAD- EACH 2X12 STRINGER TO LEDCvER KTH (2)1&d NAILS THRU LEDGER INTO STRJN6ER ANI:;, (2)10d A to NAILS TOE-NAILEI7 ON EAOH 50E ATTAH R15ER TO EACH STRINER Vql(5)3d NAILS ATTACH TREADTO EACH 5TK INrF_RN1 (3)iOd NAILS I TOTAL STAIR RUN 1- 4114 TREAD = " EXGLl OF NO Nr_- T', rP ICAL 5TAIR CON5TRUC, I -ION P-E-TAL 414 7- by- d.— d-g w awa j date_ 01-22-01sheet ra_ xa NOW MA In In w 3 LV CONC SLAB WJF15EFS4ESH OVER - 6 MIL. V BARRIER OVER TREATED O - WOOD F'7 COi^.PACTED ILL S OR fSEE BOOR PLAN) cGRADE 2 °5 F-EBARS THICKENED SLAB AT BEARING PORCH POST 1 1 ° VRML 5"NGL 5 O t5* FELT f3'ER TR,SS5ES 5TRAPPED AS ON TRU55 LAYOUT IX2 P.T. OVER SX5 GDR OVER 2X0 3fB° RG4l, SAUN PINE SUBFASCIA OR 1,2° EXT. C-RADE W/ cow, ALL" DRYWALL —..-- DENTED SOFFIT SEE FLR PLAN —_._-__....._ DBL. 2)1.8 LEADER FOR 5T , -._.- FOR 4'-6° MAX. OPENhIl-, D151. 2XIO HEADER FOR 3 V2° CANG SLAB MAX. OF'ENYrrl UNO. w/FeERmESAoN __.__-W= POST CLEAN, COI-ff AC-TED PER FLOOR PLAN kLL Ill/ IT"r- D W/5TUCCO FTG, W1 2 " 5 BARS FOR POST SIZE SECTION @ COVERED PORCH SCPC--— 2X4 SL. e 24'0.C. i200F 8 ""SJTl' PV7 ROOF TR355 - TYP_ LATERAL &UPPORT PER TRJ3 S LAYOUT 12) 12d NA-5 TOP RiSALt TC ROOF TFS3SSES) 2-2X =SSOTFIfFW3 TYP.) 2) Yid NAV-5 (TYP.) E NOTED V7' DRYWALL 2 - 2X TOP PLATEONFLOORPLQ4W/ 'G7° 32'O/C1/2' DRYWALL, R-U 9ATT ATION TYPSCAZ STUCCOALTEFNATETRAP TIES' lie, 5iUCO Ov£R METAL LATHFINISH R/5 CEDAR FMiSH)ACH 5SL"E) OVER • FELT OVER TOP OF FRAME WALL r- 2X STtEJS Yi ° C/C POST PER FLOOR PLAN BOTT PLATE Wf 12"X8° AH. 32" OfCV2 AtR 321 OfC PL p1A, SLAB - FGR . o5T SIZE T7TERlCR HPORCHCGNC. I LLL` T1 31 t REA.R PORT I- F'JST_- ! 1113E BRACING AT NON —LOADC3A17 Bi %. E.PP EXTERIOR WALL DETAIL. MONOLITHICSIC DETAILS SIMILAr UYJOD BALUSTER Wf DEC_ WCYD RAIL A50V-E THAT MEETS GRA.SPABILITY CODE C_ FIR CAF LOOD RAIL U5TER 2X6 k4ANDRAIL Wr LOMED R41L CAP ABOVE THAT MEETS GRA5PABILITY CODE iXi2 C. F}R SK3RTf/JARD 2X2 BALUSTERHANDRAILOVER) T' 3 1''%2' BASE80ARD SXS C. Ft CAP 1 NEWELL lfA1TS7DE) j g POST 2X4 WALL 1A,tDERNE.ATH / AF rl / (INSIDE) / ELITE / IX72 C. FIR SKIRT IMPERIAL f= _ / r— -STAIR CCCTSSTR STAIR CAN TR EYCiD WALL L / PA57 WALL NEUELL POST tr•, rf 5 T A 3 ft ft_A 3 L S GDAP,DRAIL ELEVATION S T _A I R R A I L S 4 1 11/2 ENGINEERING t+ 7) ns-sari — (+ ') .•._ P.O, % Y8t613 tdS' f . 'L 32JtS DETAIL 0 HANDRAIL A A