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Home My WebLink About173 Bristol Forest Trl - BR03-002761 - SFRPERMIT ADDRESS r ' PHONE NUMBER _ PROPERTY OWNER ADDRESS ELECTRICAL tex Homes 385 Douglas Ave., Ste 2000 k1tamonte Springs, FL 32714 17-661-2176 GC 049689 PLUMBING CONTRACTOR g; MISCELLANEOUSOUS CONTRACTOR PERNUT NUMBER FEE MISCELLANEOUSEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT# DATE PERMIT FOOTAGEPERMT VALUATION SQUARE " I r .?'ti c i`t + ; ._--"-+'" tT'i-:"' ktr A..;Yx k.>^ i'r t S t t iVr, tilr a<cf^t n r;tth r crry OF SAIVF'.{)RD'F31.Umrr APP7 3C'.ATIOI'i ;.r permit r=1_,6 S Jute Address:. Description of NV'€+rk, Historic District: Permit Type: Building Electrical Mechanical 11ZPlumbing Fire Sprinkler/Alarm kotrb . Elena teat: i`l'edv Service — of givlPS Addition/Alteration Change of Service Tem otl ry hole , Mect aniealt. Residential Non -Residential Replacement New (Duct Layout & l nergy Cali Required) Plumbing/ New Commercial: of Fixtures V of Water & Sewer Lines 4 ofGas Lines Plumbing/New Residential: # of WClosets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage. gConstruction Tyne: # of Stories At of Dwelling Units: Flood Zone: (FEMA form req_vire:erforc ,G.ce` t:ii:an y Parcel #' Owners Name & Address: Contractor Name & Address: Phone & Fax: Bonding Company: _ Address:: Mortgage Lender: Address: Architect/ Edgineer: Phone: Address' Fax: - - Application is hereby trade to obtain a peirrit to.d6tKc work and installations as indicated. I certify -that no work or installation has coninfienced prior t<i tl`lef issuanceofapermitandthatallworkwillbeperfo„ to meet standards of all laws regulating construction in this jurisdiction. I understand that a. separate permitrnustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS; POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, etc. Attach Proofef Ownership & Legal Description) Phonc: Liicen- see NutuberROBS AV/ 4/ti1ldaQ1 OWNER' S. AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will bed ne in co . hance with'ailIapplicat lc lnv:t r f tilatang constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CO ENCEM NT MAY RESULT T Yc>OR TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCIh{G, ONSU WITH YOUR LENDER OR A]`I ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this per there maybe additional res7ictions ap he this county, and there may be additional perrrils required front other governmental entities s ch as Acceptance of permit is verification that I Mill notify the owner of theproperty of the Signature of Owner/Agent CZ nt Owner/Agent's Name Signature of Notary -State, of Florida Owner/ Agent is _ Personalh i:nown to ,Me or Produced ID APPLICA1 [ ON APPROVED BY: Bldg: Initial & Date) ti, wcialConditions; Date Date that dish Lie, vl w, FS 7 fund , n the public records of agencies; ai fc.de of agencies. I LI/©3 Date O T o Signature of No_ -State of Flonda Date Contractor/ Ace-::; P ero nal,,Kn,),vn' to Me or Produce,::-) ure of Conn-actor/Agent - 0. QeA I b Contractor Agent's Namft Zoning: l;,t;;:::: Initial hP .''•' PR>• MIRiNDA C. TURNER r V ; EXPIRES: June 14, 2007 sF cry;' Bonded Thru Notary Public Underwriters F D: h) itia 11 j S-06-203 12:S2PM FROM d t.s..,:.,,y; 1, P Permit X CrTY OF &ANFORD I'ZRMiT APPLICATION AdJobAddress: Dcscripdon or Work: Historic District: Zoalag Value of Work- S Perra.it Type: Building Electrical X Mechanical Plumbing_ Fire Sprinkler/AlarmElectric" New Service _ # of AMPS Poq! Addition/Alwation Mechanical: Residential Non Residential Change of Stavice Tem potry Polc Plumbing/ New Commerclzi: # of Fixtures Roplacemectt Ncw (Duct Layour & nergy Qli Roquircd) of Water & Sewer Lines # of Gas LinesPlumbinVNewResideatizl: # of Water Closets Plumbing Repair —Residential or Cornmcrciel rOccupancyType: Residential Commercial Industrial Tow Square Foocato-- Coostrucdoa Type: # of Stories: iV of DwellingUalts: Flood lone: FEMA form rDGUlred for UlOcr Py rcet a: rem^•® OWoc/3 ,Fame & Addrus: Centex Homes zch 385 Douglas Ave. ( AnSuite f 2000crihtp & Lcpt Description) Altamonte 4 ings FT '1971A _ 40"— Phonc: 7-661-2150 Coctccctorrtae,c&Address; Approved Electric Co, of Florida 4874 S. Orange Ave. 1, 32806 Pnon< R fas: State Lictan.N tuber; EC0002494 Isona ,; Company: Contact Pc son:John hi n,j av Phone: 407-851-1220 kddre' u 10- 1,10Lender: Audfiif. arc W-JEn.inccr: Phona: V nx: Appheit, on is hereby mad, to obtain a permit Lo do the work and iniullauons as indicotcd. I ccrti(y (hal no work or installsnon has eommeflead prl;,, ISsuanaofaP'CTit and that a.liwork will be perfonrcd to mcct sundards of all laws replaring construction in this jurisdiction. I undcrs=o that s scpar,fc XrTiiiimullbesecured (or ELECTRJCAL WORK; PLUMDING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and IKf'Ou0fTI0NER5, ac. wNFR• F QAyV : I certify that all of the foregoing infornulion is Iceunte and that all wo* will be done in oortipliancc with all applicabte (;,, •: , cr xnnF, confvfdonandzoning, WARNING TQ OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RJiSUt:l' W TWICEFORIMFROv6MENT8TOYOURPROPERTY. IF YOU INTEND TO OBTAM FINANCMG, CONSULT' WITH YOUR LENDER OR AN n' Tai i EY BEFORE RLCORDING YOUR NOTICE OF COMMENCEMENT, yf) TICF In addition to she requlrertxrtts of thisperrrtit, there may be additional restrictions applicable to Nis property r.,s wunry, and there nny be additional permits rcgvircd from other ovcrnmcnul p ply isti Y be found in s, public rtcorus o: gcntfeiusuchuwatermuragwncntdistricts, slate ugcncics, car fcdc,;,l ,rR,cia P. .1pol'permit is vcriGcaIion that I will notify the uwncr of the propcny of the ft n Signa.turc of Owncr/Agent U Nature o Coninclnr/Aecni Bale f:iri Owncr/Agent's Name rc of Noury•Surc of PIMda Dotc 0—V/ A cant is _ Pcrsortallt Knom, ru Mc car Prnducvd IU vc An' I( OVEU 1.1Y: bldg... Lhailes Cannon 11in1 (:OnUlcmr . accnr'r Namn it suuo of h'niry•. t , euyG PATRICIA A,1 ADL-A' . ontracIPr/Ac;-.: Is _ Pcnunur:, i rr,wif m M'c A4t i3§10t g i'i); lia?I PiOJutc. „1 w'E.'#r!13 a Iy1tf£f? 31tg5 1t>il r If7E w•wa Initial Ualcl llniliil (( i);flcl (If>,1 1 ( J CITY OF SANFORD PERMIT APPLICATION Permit # : 03 " 2 7fv 1 Date: 2 03 Job Address:-'S6 !' 7-9 6,-;J'74cs L 1--Vow-1 '1} t^, tre s e r UCS a+ Lk- M n M r o -e- Description of Work: Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Addition/Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Calc. Required) of Water & Sewer Lines # of Gas Lines 3 Plumbing Repair - Residential or Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required, for ot8een than X) Parcel #: Attach Proof of Ownership & Legal Description) Owners Name & Address: -7I O A /°/ oM ef Phone: Contractor Name & Address: j^91—Al Cl fnz 6 I9 es—, 3Z-7 State License Number: _ CV Phone & Fax: CSO /— Z 3S>10 8'89 S 200A Contact Person: Phone: / 7' 33 88 Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the. issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a. separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable lat*rs regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR. P AYINGTWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/ Agent is - Produced ID Personally Known to Me or APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Signature of Contractor/Agent Date gignature ntractor/Agent's a e rtyge ary-SFLOREFlorida CEADEGRAVE Date MY COMMISSIOOryNl# DD 16 4n2t80Con[ ractc Pis E Est vO Yttn'6wiYCti Me or Produced ID °I NaWrySorvices Utilities: F D: Initial & Date) (Initial & Date) (Initial & Date) COUNTY OF I'PACT FEE STATEMENT ISSUED DY CITY OF SANFORD STATEMENT NUMBER 103-75679 DATE: 0. UNIT ADURESSc TRAFFIC ^ - ----- ------- SEC: SUBDIV xy PLAT BOO /`PLAt k/ x /w OWNER NAM[: ADDRESS: APPLICANT NAME: 6AND USE CATEGORY: 001 - Single FAmily Detached House TYPE USE: Recidential WG'K DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS C8LLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 | LIDRARY CO -WIDE O dwl unit $ 54.00 1 $ 54. do SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE $ 2,285.0 STATEMENT RECEIVED BY: PLEASE PRINT NAME) DATE: NOTE RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNGR AND ENCURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY P NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST, MEET THE REQUIREMENTS OF Till::: C8UNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEAL, MAY BE PICKED UP,'OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 [AST FIRST STREET, SANFORD, FLORIDA 32771; (4O7) 665-7474. PAYMENT SHOULD BE OADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORll1 PARK AV[NUE SANFORD. [L 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NUTIC[. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A'** FAMILY BUILDING PERMIT************f******* 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 MWRYt E MWBE, CLERK OF CIRCUIT COURT 6RIMXE COUNTY BK 04983 PG 1312 CLERK'S W 20031501932 RECORDED 08/27/M3 02s57s49 PM RECORDING FES 6.00 RECORDED BY N Nolden THE UNIjERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: LOT a — -PRESERVE AT LAKE in Plat Book 62 Pages 12-15 in the PUBLIC RECORDS OF SEMINOLE COUNTY, 2, General Description of Improvement: SINGLE FAMILY DWELLING 3. Owner Information: CENTEX HOMES 385 Douglas Avenue, Suite 2000 ALTAMONTE SPRINGS, FL 32714 Interest in Property: FEE SIMPLE INTEREST Name of Fee Simple Titleholder: N/A 4. Contractor: CENTEX HOMES 385 Douglas Avenue, Suite 2000 Altamonte Springs, Florida 32714 Phone: (407) 661-2150 Fax: (407) 661-4089 5. Surety: N/A Amount of Bond: N/A 6. Lender: N/A MONROE Recorded FLORIDA. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.12 (1) (a) 7., Florida Statutes: CONTROLLER Phone: (407) 661-2150 Fax: (407) 661-4089 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) d21.,c Debra A. Riggs OFFICE MANAGER`. FOR CENTEX HOMES, 283 DOUGLAS AVENUE SUITE 2000, ALTAMONTE SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS 27 2003 BY DEBRA A . RIGGS.. OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION n/kh 2728 HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A. RIGGS ISPERSONALLYKNOWNTOMEANDDIDNOTTAKEANOATH: LUN I I FI LD GOPV MARYANNE MORSE CLERk OF CIRCUIT COURT Ao OL_ COUNTY, FLORIDA NOTARY -PUBLIC DEPUTY CLERK JACKIE CAINES Notary Public State of Florida NIy Commission Expires Jan 21, 20b4 I Commission # CC891727 PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 56, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA IMPERVIOUS CALCULATIONS NOT ONI Y) - LOT 56 CONTAINS 7705 SQUARE FEET t LOT ONLY) TFIIS STRUCTURE CONTAINS ,1503 SQUARE FEET t TOTAL CONCRETE 544 (WITHIN LOT ONLY) SO. FT. t TOTAL SOD 5658 SO. FT. t PERCENT OF CONCRETE & STRUCTURE TO LOT 27% t CnIIARF FnnTAnF 1.10 Tn I. —I LOT 56 UP TO CURB CONTAINS 8171 SQUARE FEET t THIS STRUCTURE CONTAINS 1503 SQUARE FEET t CONCRETE 850 SO. FT. f INCLUDING (SIDEWALK/APRON) TOTAL SOD 6668 SQ. FT, t PLANS REVIEWED CITY OF SANFORD O 0=14*20'22" R=175.00'. L=43.80' 7 PT CB=S47'02'21 "E C=43.68' V, GRAPHIC SCALE 0 15 30 Sao J 11.2 r PC V/ O• ti :; Vie..."...F 94 LOT 55 `" >: ,.ti,;_: 11.2 O A=O'10'39" PIlefs., :" , R=175.00' JS rr , O p)PGF''r APO^ "J ij Jr p 001 0' a F C i P4r 13z ` of o r P Z GSA! °'Mq- rrF O,9O FIQ. AF RqC l / It/ y's JA 12.9 J PREPARED FOR: CENTEX HOMES 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. p' CB=554'17'51"E C=0.54' LOT 57 THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. BUILDING SETBACKSALLBUILDINGSETBACKLINESSHOWNHEREONISPERDATAFRONT: 25' FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES REAR: 20' ONLY. THIS IS' NOT A SURVEY SIDE: 5' THIS IS A PLOT PLAN ONLY CORNER: 15' I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294.0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR. FLOOD PLAIN BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE OF LOT 56 BEING N 50'07'50" E PER PLAT. FIELD DATE:) FREVISED:SCALE: 1 = 30 FEETAPPROVEDBY: SJ AMERICAN SURVEYING & MAPPIN ASM39670 -25-03 JML CERTIFICATION OF AUTHORIZATION NUMBER LB#EJOBN0. PLOT PLAN 08/08/03 SOO 320 EAST SOUTH STREET, SUITE.180 DRAWN 8Y: LOT FIT STUDY 01-08-03 cK ORLANDO, FLORIDA 32801 (407) 426-7979 LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE X PROPOSED ELEVATION PROPOSED DRAINAGE FLOW OCONCRETE - LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT - M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK - CP CONCRETE PAD- PB PLAT BOOK R RADIUS PGS PAGES MLW MINIMUM LOT WIDTH POB POINT ON BOUNDARY PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE OR OFFICIAL RECORD PD PLANNED DEVELOPMENT 0 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION - PRC DENOTES PONT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT - CS CONCRETE SLAB C CHORD LENGTH S0. FT. SQUARE FEET NG . NATURAL GRADE R/W RIGHT-OF-WAY 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR THE VID M. DeFILIPPO P'SM#5038 DATE Z 1 Q3 Permit # o2~ Job Address: CITY OF SANFORD PERMIT APPLICA-riON Ilate: Description of Work: CONSTRUCT CONCRETE BLOCK SING FAMILY DWELLING Historic District: Zoning: Value of Work: $ 1cge !b 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 Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential X Commercial Industrial Total Square Footage: C/__ Construction Type: # of Stories:# of Dwelling Units: Flood Zone: (FEMA form required for other than X) Pare.#: 22-19-30-502-0000— %! 0 (Attach Proof of Ownership & Legal Description) Owners Name & Address: CENTEX HOMES , 385 DOUGLAS AVE. , STE . #2000, ALTAMONTE SPGS . , FL 32714 Phone: 407-661-2176 Contractor Name&Address: PATRICK J. KNIGHT/CENTER HOMES (SAME AS ABOVE) State License Number: CG C049689 Phone & Fax: 407-661-2176/661-4089 Bonding Company: NA Address: Mortgage Lender: Address: Contact Person: JACKIE CAINES Phone 407-467-2643 Architect/Engineer: HURRICANE ENGINEERING Phone: 407-774-9003 Address: P.O.BOX 161613, ALTAMONTE SPRINGS, FL 32716 Fax: 407-774-8477 Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien L - 713. BUG i 5 2003 Signature of Owner/Agent Date Signature of ContraCtoffAgent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID PAT KNIGHT Prii CiOntractor/Agent's Name 5 2003 Signaiiireof Nitro Stat lo lc, 1 Date f i i Contr ctiSF%ngent`is'X`X''Personally Known toMe or Produced ID APPLICATION APPROVED BY: 131dg:L.J. F Zc+ Zoning: Initial & Date) (Initial & Date) Special Conditions: __ ___ Utilities: _ FD: Initial & Date) (Initial & Date) FBI City of Sanford Building Division Submittal Requirements for Residential Building Permit 1. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). 2. Two (2) complete sets 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 wail 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: I. Garages/Carports sq. ft. 2. Porches/Entries 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. If soils appear to be unstable or if structure is to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit issued by Seminole County Health Dept- C. Arbor permit when trees to be removed from property. Contact the Engineering Dept. for details regarding the arbor ordinance and permit. d. Seminole County Road Impact fee statement. e_ Property ownership verification_ f. Driveway permit issued by City Engineering Department. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor and property owner. If electrical, mechanical, or plumbing permits have not been issued. inspections will not be scheduled or made and subcontractors will be subject to penalty under city ordinances. Date AUG 15 2003 Owner/Agent Signature Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL i sF} 1- Seminole County Avgf+rrtv et(r rainr t trr tt s 1101 K. First St. SsnlaiA M 12771 40 -bhi-75116 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market S3-SANFORD Parcel Id: Tax District: WATERFRONT Number of Buildings: 0 0000-060560000 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX Exemptions: HOMES Depreciated EXFT Value: $0 Land Value (Market): $13,680 Address: 385 DOUGLAS AVE STE 2000 Land Value Ag: $0 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/Market Value: $13,680 Property Address: 173 BRISTOL FOREST TRL SANFORD 32771 Assessed Value (SOH): $13,680 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $13,680 SALES 2002 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp 2002 Tax Bill Amount: Find Comparable Sales within this Subdivision 2002 Taxable Value: LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 56 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1.000 13,680.00 $13,680 PGS 12 - 15 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax rurposes. If you recently purchased a homesteaded property your next ear's property tax will be based on JustlMarket value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=2219305020000O56(... 8/15/03 CENTEX HOMES Orlando Division 385 Douglas Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661 -4089 www.centex-oriando.com TO WHOM IT MAY CONCERN: Effective immediately, and until further notice, this letter will serve as authorization for Jackie Caines or Nan Holmes to sign permitapplications 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 In COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this AUG 1 5 2003 by Patrick J. Knight, Division President of Centex Homes - Orlando). He is personally known to me. and did not take an oath, N( OTARYPUBLIC 1NN 5u!; ccd ihtu r,.;,:ry I'ub'ic ?,ntl an°ritcs 11 CERTIFICATE'OF OCCUPANCY / COMPLETION H1 This is to certify that the building located at 173 BRISTOL FOREST TR for which permit 03-00002761 has heretofore been issued on 9/05/03 has been completed according to plans and specifications filed in the office of the Buildin Official prior to the issuance of said building permit, to wit as AA) SZ complies with all the building, plumbing, electri641, zoiiing and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL DATE APPROVAL BUILDING: 1 Finaled 161JOLA ZONING: Inspected UTILITIES: Water Lines In 1 V7_Jpq m itX Meter Set Reclaimed Water FIRE: Inspected Sewer Lines In Sewer Tap ENGINEERING: Street Drainage D.Q. Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs y .S, Lights Storm Sewer Driveway Street Work DESCRIPTION WATER - SEWER IMPACT FEE 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 DATE AMOUNT 11/ 21/03 9/ 05/03 11/ 04/03 9/ 25/03 9/ 05/03 9/ 05/03 9/ 05/03 9/ 05/03 10. 00 10. 00 10. 00 10. 00 10. 00 59. 27 54. 00 279. 61 PAGE: 2 CERTIFICATE'OF OCCUPANCY / COMPLETION This is to certify that the building located at 173 BRISTOL FOREST TR for which permit 03-00002761 has heretofore been issued on 9/05/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the buiylding, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 9/05/03 9/05/03 9/05/03 9/05/03 9/05/03 9/05/03 9/05/03 91.93 14.95 847.00 14.96 1384.00 650.00 1700.00 u4f-C_ y A -v-- 16 C'tQA 6 1 2,c( 0 OWNER BUILDING OFFICIAL / DATE J, CERTIFCATE"OF OCCUPANCY REQUEST FOR FINALINSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: 1 ADDRESS: 11-a, . CONTRACTOR: PHONE #: 2 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. ngine, OFire -Y1 I Q JPublic Works Zoning Utilities OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) I. k . w/o -7 Co CERTIFCATE OF OCCUPANCY .Ovd) a0 REQUEST FOR FINALINSPECTION, SINGLE FAMILY RESIDENCE**** DATE: PERMIT : a1 ADDRESS: CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. 0. or submit addendum" if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire Y1 ublic Works .n M6 s Zoning Aeh 1Utilities Licensing I , CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANC)M REQUEST FOR FINAL INSPECTI + I I I I I I SINGLE FAMILY RESIDENCE**** i t DATE: c , PERMIT t ® w ! U c c as v ADDRESS: CONTRACTOR:. 1' PHONE #: y0 y o 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. 1. =] Engineering Public Vt Utilities CONDITIO Fire .Y1 El Zoning -' OLicensing Y1 P- ff " Wy TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE 77 O.M.B. No. 3067-0077 Expires December 31, 200E Read the instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME CENTEX BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOXNO. 173 BRISTOL FOREST TRAIL For Insuranoe Company Use: Policy Number Company NAIC Number i CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 56, 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 (rype): or NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP 81. NFIP COMMUNITY NAME 8, COMMUNITY NUMBER I B2. COUNT SEMINOLE COUNTY 120294 SEMINOLE B4. MAP AND PANEL NUMBER 1202940035 INFORMATION W.51A1t FLORIDA tit. FIRM PANEL 59. BASE FLOOD ELEVATIONS) B5. SUFFIX 86. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AD, usedepthof flooding) E 4117195 4117)95 X B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. AS Profile [A FIRM Community Determined other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12 Is the building located in a Coastal Barrier Resources System (CBRS) area or 0therwise Protected Area (OPA)? Yes ®No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: Construction Drawings* [I 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 cerfificate is being completed - see pages 6 and 7. If nodiagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, ARIA1-A30, AR/AH, ARIAO Complete Items C3.-a ibelow according 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 SectionB, 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' 29 Conversion/Comments Elevation reference mark used _Dr. esthe elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 14. 6 ft.(m) o b) Top of next higherfloor 25.1 ft.(m) 0 o c) Bottom of lowest horizontal structural member (V zones only) N/A. _ft.(m) o o d) Attached garage (top of slab) 14. 3 ft,(m) w 1 o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 14.1 ft.(m) C 0 0 Lowest adjacent (finished) grade (LAG) 13.3 ft.(m) Z N o g) Highest adjacent (finished) grade (HAG) 14. 0 ft.(m) C o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. Iunderstandthatanfalsestatementmaybepunishablebfineorimprisonmentunder18U.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 320 E. SOUT SIGNATURE CITY ORLANDO DATE V27/ 04 STATE ZIP C( FL 32803 407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A , ; For Insurance Company Use, BUILDING STREET ADDRESS (including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 173 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 agent/oompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA orLOMR-F, Section C must be completed. El. Building Diagram Number_(Select the building diagram most similar to the building forwhich this certificate is being completed — see pages 6 and 7. If nodiagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basementorenclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available), E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The lop of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(c m) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For ZoneAO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owneror owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E forZoneA (without a FEMA4ssued or community - issued BFE) orZone AO must sign here. The statements in Sections A, 8, Q andE are correctto thehest ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and dateof the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. The following informafion (Items G4-G9) is provided forcommunity floodplain management purposes. G4. PERMIT NUMBER G5. G6. DATE CERTIFICATE OF G7. This permit has been issued for. New Construction Substantial Improvement Ga. Elevation of as -built lowestfloor (including basement) of the building is: — _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ NMI Datum: _ 6 K11Ui19910-1AWL COMMUNITY NAME TELEPHONE SIGNATURE COMMENTS Check here ifattachments FEMA Form 81-31, January 2003 Replaces all.previous editions J PLAN' OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 56, PRESERVE AT LAKE MONROEASRECORDEDINPLATBOOK62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A) i LOT 55 i lz pv", i T1 q.0 F QgrrFo <ti Oq yS O( AlJ NOTE: 13N 17V 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 01-26-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE' SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN ELEVATIONS SIIOWN HEREON ARE BASED. ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. - BEARINGS SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE OF LOT 56 BEING N 50'07'50" E PER PLAT. FIELD DATE:) 9-15-03 REVISED: SCALE: 1 = 30 FEET 0=14*20'22" R=175.00' L=43.80' PT CB=S47'02'21"E C=43.68' G 06 \ x? J6' SO C`JS0QP 411J 0O Js c^ 11 A PC l 5 :•: Ti o•:....'.: ti :: F4°j.":•,,.:: WALK ISO. G 0.4' OFF- l, yFTF i 13=175.00' yo Fj S7. C8=S54'17'51"E F Oq C=0.54' LOT 57 1"30' GRAPHIC SCALE p 15 30 LEGEND OFND 1/2"IRON ROD AND CAP LB 16393 (1/26/04) QFND NAIL AND DISC LB 168 (1/26/04) OSET 1/2" IRON ROD AND CAP L13 16393 (1/26/04) CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE - PI DENOTES POINT OF INTERSECTIONPRCDENOTESPOINTOFREVERSECURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINEPCCPOINTOFCOMPOUND CURVE BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 4 EXISTING ELEVATION - C7CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT - PPER PLAT M) MEASURED FND FOUND - 4. NO SINDERGROUND IMPROVEMENTS HAVE BEEN c/W CONCRETE WALK LOCATED EXCEPT AS SHOWN. S/w Cp SIDEWALK CONCRETE PAD S CONCRCHORDETENS 5. NOT VALID WITHOUT THE SIGNATURE AND THE C LENGTH KALON ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PK R PARKER RADIUS SURVEYOR AND MAPPER. POC POINT OF CURVE FINAL 1-26-04 CKB APPROVED BY: Si _ FORMBOARD 10-6-03 CKB ASM39670 LIP HOUSE B-25-03 JML JOB N0. PLOT PLAN 08/08/03 SOO DRAWN BY: LOT FIT STUDY 01-8-03 CKB ORLANDO, FLORIDA 32801 ( 407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTE CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17- 6, FLORIDA ADMINISTRATIVE CODE PURSUANTTOCHAPTER472.027..FLORIDA STATUTES. 1-- b 1III1 r H,.AIll 1,_FOR THE RATER) JR. PSM/49p8 DnTE mm BEE)FZI vRAT CLI. CARPET RR T-4' SW2S SH-25 22/ -24) 221-24) ECRESS i, mH BEDW 12 a, FLAT ac, CAWST MR It as wve t- R 4 6li W. I'G' CARPET fi BATH LVMATCL& c" 4'-4 1/7 7Y' 6 5TO PAVE IIETa4LLANDLF3R __Te- AtF W 6m FIF-FOLD MTN- OF 4' CLEARANCE CN ALL eltDES AND EN( Loa SPACE SPALL P-EMTN- V UXDEfl T"M APPLIANCE 5EC) fZ1 '4 MASTER BEDRM OPT. G4MEF7J1 e V FLAT CLII W FLATCL6 CARFST MR 201- 4 t)7' 4 V 2X4 EERESS w SH-25 DBL- 2s (+72 -74 !H-25 SH-25 2V - 28 21 -24,1 f 221 -29) EERE r, 2'- 0' 2'40' T-4- 12'- 4' ELEVATION ' B' MASTER BEDROCM JNT TW W. SEAT DEM-- 25 ITvr0% FUTIV PLATE 74% IM 51-AT040 F& 10, ( ELEI/. B ONLY) 221 - 29) SCALE SCALE = ti4 V-0- NOTE= EXTERIOR WALLS UERE vEpjFIED IGENT LOADS TO DE AU & TEUCTURAL 2' x WLID " EADER51 aFFFOR6WEARDOUBLE 01 UA-Fse I NOTEDOlrpoam5ENOTE ALL INTERIOR WALL5 TO BE 3 V2' WE, LEGEND UNLESS OT14EF05ENOTED, SEE FOUNDATION PLAN FOR V-V AEF awa, OLL NOTE; ELEYATION 'A' 5HOW FILLED CELL LOCATION. ITT Ul 172 72 SR-25 0 22/- 24K9 f'22/ -24 ccre LLL zat x &- a SGE EL Z- V OFT, F W F$ MAGE PLAT W- ART4TtLUL - m Fq%imammKITCHEN NOOK MUSrO4 Az 0 V RAT Cm V FLAT a-r. VWWLMR ILY fZ1 j Ir FLAT a& Q C-Ory y2a. 1WACK 4 V-4' LALWfRY Tor Z. WALL V"11 MR LJ 2-GAP GARAGE IZI r MAT CL& DINIWS RR 81 RAT CLa CAWEcam201-03119* W, WALL LIAWS R41 s* 7 m 91RATCVI IF., x 7, DAD 019/ -23) j7p PANEL 1/ - 23) MT. D gee 21/ - 28) Ea 2'-h0* 71-0* 21-61 21-01 c—) U-) C14 flit SCALE F-0' I let; 50, FT, CALCULATION& 12 It lEt FLOOR kXo 2 BEORM, #4/ HALL/ STAdR WELL STAIR INFORMAJIGN 2nd FLOOR 1441 BAME RM. HEI11HTt 9'-4' 0' TOTAL LIVIWi AREA25IBLW-8* FIJSERS: IS p 1 f,12' EAER LA" TREAD5714 @ 10EALM' ENTRY 1r, d-ki—d byd OTHER GUT 250 1 STAIR wzk — NE GAP-46E 421 111 d W 01-220 2xf2 TREAD TOTAL AREA ENTRY R06M PWDR- 5-'ALE N.T-5 LNDER ROOF 2SI sheet. PIK -1 '4 PJ—E- SEE STAR DETAIL 0<6 BACK IN SLITRAL SHEETS PATI0__ FOP, ADDIIONAL 2)42 5TRIWIER EOWSTRjr—TtON tNF0Ftt-,T1OK A2 TOTAL FORM 60OA-2001 M FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2509 LMR 56 -- _ Builder: CENTEX-FOX & JACOB Address: 173 BRISTOL FOREST TRAIL Permitting C)ffice: CITY OF SANFORD City, State_ LAKE MONROE, FL Permit Number: Owner-, CENTEX HOMES Jurisdiction Number: 691500 Climate Zone: Central A_ New construction or cxistiog Ncw 12, Cootiug systems --- Z Single family or multi -family Single fautily a. Cclllral Unit Cap: 42.0 k13n0u F Number of units, ifn11116-ramily t SEFIR: 12.00 4_ Nurnbcr of 13edroolns ! It. N/A 4. Is this a worst case'? Yes 6. Conditioned floor area (Ill) 2509 i'll c. N,'A T Glass area K type a. Clear - single pane 21)8.0 It, 1 l ilcatiug syslcnts b. Clear - double pane 0.0 r,I a. 11cclric l Ical pump Crap: 42.0 kiilu/hr c. Tint/other SiIGC - single pane 0-0 W IiSPF: 8.50 _ d_ Tint/other SI IGC - double pane 0_0 11` h_ N/A 8. Floot types a. Slab -on -Grade Edge lusulanon K 0 0, 162.O(p) ft c N/A - b. Raised Wood, Adiaccnt N -I 1.0, 399.01(' c_ N/A 14 Hot "atrl systculs 91 Wall types a Gleunc kcsistaucc Cap; 50.0 gallons _ a_ C011CretC, Int htsul, 1'-XIC1101 P 4 1, 802.0 it-, FF: 0.86 b. Vrante, Wood, Adiaccnt It>11.0, it(),() It, b- N/A c_ Hanle, Wood, I xtenoi k 1 1 .0, 1 1 /0A 11' d. N/A c. Consci va Iloll cre(llls c. N/A I IP-ilea( recovery, Solar 10_ Ceiling types I)iII-i)cdwaICkI heat Ituutp) a_ Under Attic P 30.0, 1 / 11 O R' I I I V A C crahts b_ N/A CV, ('citing Ian, ('V-(hiss vcnldalion, c. N/A IIF-Wholc house fait. r4 i. Ducts PT -Programmable 1'hcunoslal, a_ Sup: Une_ Pet: U11C. All: lluclior Snp,.It 6 0, 1.O It NIL-C-ivlullizonc cooling, b. N/A NI/.-It-Nitiltizonc heating) Total as -built points: 31002 PASSGlass/Floors Area: 0.10 Total base poirlt:s: 35706 i hereby certify that the plans and specifications covered Review of Itie plans and by,Nl s calculation are in compliance with the Florida Energy Gorse. PREPARED BY DATE:: ,, a A hereby certify that this building, as designed, is in compliance with the Florida Energy Code. SATE: 1 ner(lyGauge a (V( specifications covered by this 01tsr c calculation indicates compliance 4,` with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553-908 Florida Statutes. ota>s v, BUILDING OFFICIAL: DATE: ion_ Ft -RC SF3v3 2) FORM 60OA-2001 I I024 ! I I I I Iffifill? 111 1 ''1 ! Lygnffog ADDRESS: ... PERMIT #: BASE AS -BUILT S TYPESFGonditianed X BSPM Points Overhang 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 16,2 32.0 53,47 1,00 1705,6 Single, Clear W 1.0 14-2 10.0 5147 1.00 532,7 Single, Clear W 1.0 18,0 40,0 5147 1,00 2132.1 Single, Clear E 1.0 16.2 32.0 59.31 1,00 1891,2 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 1.0 6,2 16.0 53,47 0,97 832,9 Single, Clear W L0 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 1.0 8-2 MO 59-31 0A9 942,3 As -Built Total: 258.0 14025A WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 310-0 030 217.0 Concrete, Int Insul, Exterior 4.1 802.0 118 946A Exterior 1978.0 1.90 3758-2 Frame, Wood, Adjacent 11-0 310.0 0,70 217,0 Frame, Wood, Exterior 11.0 1176,0 1-90 2234A 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 18.0 1.60 28,8 Exterior 20,0 4.80 960 Exterior Insulated MO 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 37083 Under Attic MO 1741-0 2A3 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 -On -Grade Edge Insulation 0.0 162.0(p 31 A0 5167,8 Raised 399,0 143 1368.6 Raised Wood, Adjacent 11.0 399.0 1.80 718,2 Base Total: 65202 As -Built Total: 561 A 4449.6 INFILTRATION Area X BSPM Points Area X SPM = Points 2509.0 14.31 35903,8 2509,0 14.31 35903.8 EnergyGauge@ DCA Form 600A-2001 EnergyGaugeO/FlaRES'2001 FLRCS13 0.2 0 I ADDRESS: ... PERMIT #: AS-BUILT Summer Base Points: 48834.7 Summer As -Built Points: 52710.2 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 52710,2 1.000 1_087x1,15OxO,90) 0.284 1,000 16851,5 48834.7 0.4266 20832.9 i 527M2 1.00 1.125 0.284 1.000 16851. 13 EnergyGaugeTl` DGA Form 600A-2001 EnergyGaugeO/HaRES'2001 FLRCSB v3,2 M0111INEM IN MUL" tl111111: 1 a is: ... ill 'v iilin 'I BASE AS -BUILT GLASS TYPES 18 X18FXConditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point, 18 2509-0 5,86 2646.5 Single, Clear W 1,0 16-2 32.0 10,74 1.00 343.6 Single, Clear W 1.0 14.2 10.0 10.74 1,00 107A Single, Clear W 1-0 18.0 40.0 1034 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 1.00 172.2 Single, Clear W 1.0 6.2 16.0 1034 1.00 1722 Single, Clear E 1-0 10.2 32,0 9.96 1.00 320.0 Single, Clear E 1-0 8,2 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 4,1 802.0 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 20.0 5.10 102-0 Base Total: 38.0 1174.0 As -Built Total: 38.0 1174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1741.0 0.64 1114.2 Under Attic 30-0 1741.0 0,64 X 1.00 1114,2 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 1.80 718.2 Base Total: 387.6 As -Built Total: 56111,0 1123.2 INFILTRATION Area X BWPM Points Area X WPM = Points 2509. 0 0.28 702.5 2509.0 0.28 702.5 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3,2 ADDRESS:,,, PERmIT #: Y\ AS -BUILT Winter BasePoints: 358.6 Winter© *».t »l Points: 9862. ota Winter X System Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 258.6 0.627 4616.8 9862.2 1.00 1.150 0.402 1.000 4555.7 0 EnergyGaugelm Dc& Formemo mm U y aq eaR Ey2m,RRC2 0 13 BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0,86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494,5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water Total Cooling + Heating + Hot Water Total Points Points Points Points Points Points Points Points 2 83 3 4617 10256 357 6 16851 4556 10495 3190 011 EnergyGauge"' DCA Form 60OA-2001 EnergyGaugeOfFlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 0 Code Compliance Checklist Residential Whole Building Performance Method A - Details 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows -& Doors ---606,1.ABC.1.1 MaxigrunI cfrp/ft window area, .5 qfm/sql._door are - a. Exterior & Adjacent Walls 606,1.ABC.1,2.1 Caulk, gasket, weatherstrip or sea] between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to thefoundation 1ta otheate. _Rl_ Floors 606,11-ABCA-2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the pqrrrnete_p oretr ions and seams, Ceilings 606.1 .ABCA 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 penrneter_M _perle jratronsand seams. Recessed Lighting Fixtures 606. 1 .ABG. 1 -2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2,0 cfm from ed_ space, -tested , Multi - story Houses 606.I.ABC.1 2.5 Air barrier on pe (irnqte r a offloorrt 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_ 11111111111111111111 11111 a 1; !!1 1; 111 1 i 11iIIIiIzMM=' COMPONENTS SECTION REQUIREMENTS CHECK-- Water Heaters 612-1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker ( elqcqic) orcutoff (gas) must b"IrovidedLExternal or built-in heat trap requi - red, Swimming Pools & Spas 612A Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal Shower heads 612,1 Water flow must be restricted to no more than Ions r minute 21 qal ute at 80 PSIG Air Distribution Systems 510A 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 pSe arasystemsible manual or automatic thermostat for each syste_re dil Insulation 6041, 602A Ceilings -Min. R-1 9. Common walls -Frame R-1 I or CBS R-3 both sides. Common ceiling & floors R-1 1 . EnergyGauge"" DCA Form 60OA-2001 EnergyGaugeOfflaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) D1SPLjAY CARD 0 mill III mm 11141ZV`0101ikNCI? SC01W* = 85.3 The higher the score, the 1110re efficient the 110111C. la New construction of existing New 12. Cooling systems 2. Single family or olult, tanillY sloglc family a. Central Unit Cal). 42,0 kBttVhr I Number of units, ifloulli-fantily I I SEER: 12.00 t Number of lictiloollis 4 1) N/A 5- Is this a worst case? Yc,,, 6. Conditioned floor area (I'll) 2509 It' c. N/A T Glass area & type eaf - single franca. Clear It, I I Icating sy'Acill's b- Clear- double panc 0 0 114 a. Erectile heat 11kinip Cap: 42.0 kBtkVIlf C- 'fult/ollict'SIRA, single panc 0,0 It, IISPF: 8.50 d, 'I'mr!o1her S1 IGC - double panc 0,011, 1). N/A 8, Floor types a- Stab- On-0 ade Fdgc Insulation K 0 0, 102 0(p) f , I c N/A b- Raised Woolf, Ad)accifl I 1 0, 199 0111 c. N/A 1, 1 fill water Systems 9. Wall types a, 11ccilic Resistance at): 50.0 gallons it. Concrete, for III -Sol, Fxlcliol FF: 0.80 1), Flame, Wood, Adjacent V I 1 0, 3 M 0 It, b. N/A C. Frame, Wood, Exiclior K 1 1.0, 1 1 70 0 1 d. N/A c, Coliscivalloll ctollis e. N/A I I H I Icat tccovcl Y, Soku M Ceiling types AII, Dckilcaled heat pomp) a- Under Attic P 30,0, 1711.0 1 15. 11VACciedits b. N/A Cl' (,'citing ran, CV -Cross vcIltilalion, c. N/A I I F \vholc house fan, ki- Ducis 111 Progiallinkabic Illcioloslat, I, Sop: Unc. lkct. thic Ali: kilmor Sitp. R 6,0, 1 .O It RWAIric radiant barrier, 1). N/A NIZ C Multizolic Cooling, Nil If-Mullil'ouc licallng) I certify that this horlic IG14000MPlied Willi tile Flolida Fricigy 1,14ficicricy Code For B1111dung S7-,jColistirictionthroughfileabr: c CnUgy SMllg I'le3lUICS Which Will be IllStAIJ (Or CXCCCdCd) in this 11011fe before dual inspection CrIllef wise, it new 1111, Display md will be completed 0 N based oil itistalled Code compliant fcattllcs. 0 UU3 AUG07ruin Byl( ict Signature: Address ot'New I lome: 173 BRISTOL FOREST TR. ('i(y1'FLZ1p: - LAKE- MONROE/327,47 01) WI& N0TL,', 71c, /I o IIIes cstmiij wd cn (,,rq-v 1) ctj01'McI)j CeStscant, is only (I I'll th11) Ife III ro ugh tale FLAIRES computer program This isnol u Budding ]','Ilergy HWiug II/youl score i, is 80 or ;realm or 86JOr il US I'T/1/00E F'ncr "'ShIr"XIdesigncitiorl), Contact the Energy Gauge lJolline at 3211638-1492 or see the Encri,,y Gmige vveb site w vvIvIr,fisec. r4cfedu for infornultion and (I list c) cel 1ified Reacrs. For illfbi-III(Ition about 1,'h)rj,hj's Encqy 1, ffic-iency Code P'or Building Construction, colliticl the Depirtment of (mmilumtyAffiiirs (it 85(1148T 1824 Flirci gyriaugc fi) (Vci sicliv FIRCS11 v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8,M 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For CENTB(4 OX &JACOBS Winter Design Conditions Outside db 38 'F Inside db 70 'F DesWTD 32 T` Heating Summary BLf'ldiN=l loss 36350 Btuh en I rVb 0 Cfm Ventilation air loss 0 Btuh DeW i heat lead 363,50 Btuh Infiltration Miod Simplified Construchon quality Fmplaoes Average 0 HeatW C00AArea (ft2) 2 Volume (W) 20072 20072 Air r 0.70 0,40 EqVATT() 234 134 Heating Equipment Summary Male lvq\ Trade Efficiency Heating input Heatingo-ort Hea' Actuinal rbr fan Heating air flow factor 11330m= 0 BLb @ 47-F 0 'F 1400 cfm 0.039 cfiTvBWh M Outside db 93 'F Inside db 75 'F Design TD 18 'F Daily range M Rela6ie humidity 50 % Moisture difference 43 grAb Structure 29386 Bkh Ventilation 1485 Btuh DesKjn temperature swing 3.0 'F Use ffft data n R=Zrmultiplier 0.98 T equip- load 30253 Btuh Latent Cooling Equipment Load Sizing Intery- d gains 1380 Btuh Ventilation 2212 Btuh Infiltration 3946 BM Total latent equip. load 7538 Btuh Total lead 37791 Btuh Req- = capactiy at 0,70% SHR 3.6 ton Cooling Equipment Summary M*,- JN41"ROL Trade Efficiency Serisible Cooling Latent cooling Total Cooling Actual Cooling fan Cooling air flow factor Load Sensible teat ratio 120 HR 29050 Btuh 12450 Bkjh 41500 BtEh 1400 cfm 0. 048 dm/Btuh MWA Boldlitalic values have been manually overridden Printout codified by AC CAto meet all requirements of Manual J 7th Ed, Zz- ~ rvUhtS<:>ft Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 EAFileskAFox & Jacobs 20O21250912509.fsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job, 2509 828.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Writer infittration AVF 0,70 ach x 20072 ft3 x 0.0167 2 Winter infiltration load 1"I x 234 cfm x 32 'F Writer ID 3, Winter infilration HTM 8243 Bli-th 296 ft2 Total window and door area Naliffim 1. Surnmer irifilliation AVF 0.40 ach x 20072 ft3 x 0.0167 = 134 cfm 2. Summer infiftratiori load 1.1 x 134 cfm x 18 'F Srrrmer TD = Btuh 3. Surnrner infiftation HTM 2650 Btuh 1296 ft2 Total window = 9.0 BtuW and door area Procedure C - Latent Infiltration Gain 0.68 x43grA b moistdiff x 134cfrn = h Procedure D - Equipment Sizing Loads 1_ Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. Sensible load for structure (Line 19) Sum of ventilation and structure bads Ratrq and temperature swing mutplier EquiprTient Sizing load - sensble 2 Latent sizing bad Latent ventilafion bad 0.68 x 75 cfm vent Internal loads = 230 Bhjh Inffitrathn load frorn Procedure C Equionent Sizing lead - latent Construction Quality is: a x 18 'F Sum-er TD 1485 Btuh 29386 Btuh 30871 Btuh x 0.98 30253 Btuh x 43 grAb moist.diff, 2212 131uh x 6 people + 1380 Bb-h 3946 Bkh 7538 BM No. of Fireplaces is: 0 Soldfltalic values have been manually overridden PMW catilied byACC to meet all reWirerrkents of Manual J 7th Ed vvr-i9htS(Dft Righl-Suite ResjdenfialTM 5.5,06 RSR26014 2002-Apr-03 16:42:13 E:NFiles\ffox & Jacobs 2002\250912509-rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job. 2509 8.2&01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S 0 N A S 0 0 w C w S N K I A L 0 T H V G N H v v H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L 0 x y T m R R FAMILY a n w a C n 0 d 1 1 90 1.0 1,0 ltO 52 54A 32D 0,0 PDR NOOK/KITCHEN a n w a C n 0 d 1 1 90 1.0 1D 11.0 32 54.4 10.0 0,0 b n W a C n 0 d 1 1 90 1-0 1D 11,0 TO 54A 40.0 OD LDY DIN/LIV/FOY a n e a G n 0 d 1 1 90 to 1'0 11.0 52 54.4 32.0 OD a n S a C n 0 d 1 1 90 to 1,0 11.0 52 30.4 32D OD MVTR. BR a n e C C n 0 d 1 1 90 1.0 1.0 1.0 52 544 32.0 0.0 M.BTHfWIC BDRM2 a n w C C n 0 d 1 1 90 to 1.0 19 5.2 54-4 16,0 0.0 BDRM3 a n w C C n 0 d 1 1 90 1'0 1.0 1.0 5.2 54A 16,0 0.0 BTH2 BDRM4/GAME RM a n e C C n 0 d 1 1 90 to 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 U 3,0 52 54.4 16.0 0.0 wrightS40-ft Right -Suite Residential- 5.5 06 RSR26014 2002-Apr-03 16:42:13 E:kFilesWAFox & Jacobs 2002\2509\2509.rsr Page 1 PIG)iT WORKSHEETdiouseIntire DEL AIR HEATINGAIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-f)206_ Phone: _(407) 831-2665 1711 Ed I Nan)eofjorm En*eHam FNvIP-Y PDR NOOKNTU" 2 Lff9hateposedv" 323,O ft 54.0 ft 4.0 ft 34.0 R 3 Roomdmauxis 17.0 x 15,0 4 4.0 x &0 R 24.0 x 11,0 ft 4 Cek% C"ick Optui 8.0 fi KNAbcd d 0 ft h9ducool 8-0 It heaV(xd Ro ft hea" TyFIE OF CST HTM Arw Load Am Uad Alm Low Pul) Aw Load (th) F)T-U9-M NO. Htg C19 tt) Htg aq Htq C19 OF) Htg 09 Htq Ckj 5 tcisa14B41 21a 9 M 0 272 b 3E,p—J b 13C 3 1-2r4 2 leo 32 0— 2wall" c 12C 2- 1,9 1" 0 0 d 0( pa*x-r- d Of 00 C 0 0 0( 0e0( 0. C 0 0 f 01 0.0 C 0 0 6 V*TbAS" a 1C 37,( — a 218 1w 32 1183 0 0 10 3A) bglassdogsb BC 37 ' C — 4( 1478 0 0 0 40 1478 Hqdxq C 9C 3U — 0 0 a 0 0 0 d 0--- C 0 0 0 0 0 0 e 0( e C 0 0 C 0 0 0 0 f Of C 0 0 0 0 0 7 VWdwvsa d Nordi 0 a 0 0 0 0 Q 0 0 ghssdom NEM 0.0 C 0ro 0 0 0 C 0 0 Go xj FjW 54A m 1M9 32 1741 0 50 27X sErow 0.0 0 0 0 0 0 0 SoLm 30A 9n 0 0 0 0 HarzO.0 0 0 0 0 0 8 Other (kM3 a 11A 1 18.9 1271 1 717 484 18 340 229 0 0 0 0 0 qb11A1&9 12.7 0 0 0 0 0 0 0 0 0 R( U 0 0 0 a 0 0 0 0 0 9 Net ar146 4-( 2.1r2- 3006 iffil 240 1106 494 0 0 222 1023 457 exrc" b 13C 3, 12 310 977 142 447 166 32 101 3-( 0 0 0 A, wins lw C 12C 1.9 1176 7286 0 0 0 0 0 0 Pat— d 0,( 0.09 0 0 0 C 0 0 0 0 0 0 e 0( 0.0 C 0 0 0 0 0 0 0 0 0 f 0'( 0a 0 0 0C 0 0 0 0 0 0 10 CedWKj3 a 10G V 1. 1741 I838 2413 0 0 0 0 2FA m 3% b 0( 0., 0 0 0 C 0 0 0 0 0 0 C Of O.0 C 0 0 0 0 0 0 0 0 0 d Of 0.( 0 0 0 0 0 0 0 O0 e Q. 0-( 0 0 0 0 0 0 C 0 0 0 f Of 0.( C 0 0 0 0 0 0 0 0 0 11 Fk)m a 22A 259 Of 162 4199 0 54 1400 0 4 104 34 881 0 ollot" mm b 19G i'l Of IT9 453 0 0 00 0 0 0 0 G Of O.0 C 0 0 0 0 0 0 0 0 16-1 displ, d 0.( O. 0 0 0 C 0 0 0 C 0 0 0 ky ,Jab e 0,( 01 C 0 0 0 0 0 0 0 0 0 110m) f OX Of 0 0 0 0 0 0 C 0 0 12 14hafim a A9:0 296 8243 2650o 501392 4480 0 0 m 448 13 8AI+ 12 33CM 5868 Less ex" M heNh-g 00 0 LBSS kaviff 0«m0 0 HeaVU *)n 0 0 0 14 OW loss 1 YX w101/1 2f 10% 542 15 Told k)ss = 1,3414 363 0 Z5 5EW 16 kit gabs: pekoe @ 300 W 4 lX0 0 0 0 Aprk @, Um 2 1" 0 0 1 1200 17 Sd) URSHgmF-7+&-+12!+'j6 26714 4278 3-1 5191Less edam wok-9 00 0 Less wardbr 0 0 0 bwg M& bitx" 0 0 0 18 Duct gaii 1 Ul/l26711 0/1 428 I(Pf looq 519 19 ToWRSH0" 17+'l6)W- 1,00 I 411106 41 1j0D 5710 210 Ale mWfed (C*11) 1400, 1400i 224 1.00 9 Pn- M( A ced6ed Right -Suite Residential- 5.5,06 RSR26014 2002-Apr-03 16:42:13 E \Files\ AFox 8 Jacobs 2002\2509\2509.rsr Page 1 R1EntireT WORKSHEETdouse DEL AIR HEATING,AIR CONDITIONING,11 Job; 2509 8.28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: J4071 831-2665 1711EA I NaTie ofmm LOY DfNtjv/FOY MSTR BR MBTWM 2 Lff* daposed v" 6,0 R 64.0 R 40.0 ft 30-0 R 3 F4micirmisais 16,0 x 6-0 ft 19.0 x 22J) ft 21.0 x 19-0 ft 13,0 x 16.04 4 CekW Coca Opk-n 8.0 0 Lim" 8,0 it hea" 8.0 R heA" ILO ft hec" Tr'PEOF CST mm Arm Load Area Leadfth) Area Load (tb) Area Wart Ab) NO- E)PC)SLW- W_ Htq Ckj W) Htq Ckj ft) Htu C19 OF) Fjtg 09 Htq 5 CAMS 14B 4_( 21 4 m 0 0 b 3E)V-)d b 13C 3 L2 C 136 0 0 vw'il " c 12C 2. 1. 12 0 320 240 dPart%— d Of Q. 0 0 0 e 0_( 0-0 0 0 0 f Of 0 38 0 0 0- 6 a IC 37.0 - T 0 64 32 1183 0 0 qlass doors b 8C 37.0 - 0 0 0 0 0 0 Gc W J 0 0 0 0 0 d 0 0 0 C 0 0 0 0 e 0 0 0 C 0 0»» 0 0 f ------ 1 0( 0 C 0 0 0 0 7 V*xivs ai-d North Ro 0 0 0 0 C 0 0 glass dais NEM U 0 0 0 0 C 0 0 ENV 54A 0 32 1741 32 1741 0 0 SUSW 01) 0 0 0 0 0 0 Soulh 39A 0 32 473 0 0 Horz H 0 0 0 0 0 0 8 0&-fdoors a 11A 18.9 12.? Q 0 0 20 M Zb 0 0 C 0 0 0 b 11A 18g I27 0 0 0 0 0 0 0 0 0.( 0.0 0 0 0 C 0 0 0 C 0 0 0 9 A a 146 4,( 21 4f 221 9) 2`12 1346' 001 0 0 0 0 0 op-Ew 6 1,f- 3, 1.2 0 0 135 429 11% 0 0 C 0 01 VQL " c 12C 691 41dPalm— Of 0 C 0 0 0 0 0 0 0 01 e 0( 0,( 0 0 C 0 0 0 C 0 0 0 f 0_( O-C 0 0 0 0 0 C 0 0 0 10 Ceilings a 16G 1.1 14 00 0 0 C 0 399 421 553 20B ZA) 286 b 0.( O.0 00 0 0 C 0 0 0 C 0 0 0 C Of 0.( 0 0 0 C 0 0 0 C 0 0 0 d Or Of 0 0 0 C 0 0 0 0 0 0 e Of Of 0 0 QC 0 0 0 0 0 C f O-C Of t — —_ 0 0 0 C 0 0 0 0 0 0 11 Floms a 22A 25.9 Of 156 0 A 0 a 0 0 0 roun b 19G Li 0.( 0 0 0 0 399 4,T 01 0 0 pelin-dff G 01C 0 0 0 0 0 0 0 0 0 0 is diso. d of 0.0 0 0 0 0 0 0 0 0 0 kySlab e Of 0.0 0 0 0 C 0 0 1 0 0 0 fk)m,) f 6.q 6,6 0 01 0 C 0 0 0 0 0 12 Infittration a Z7. 9,C 0 0 84 7T- W1 29C 0 0 0 13 SuLW bss=6+8 O 1 12 3T1 8515 3M 911 L--,i edernal heE" 0 0 LESS traraff 0 0 0 0 Heating redishbAon 0 C 0 0 14 DA loss VIA 38 IQ/1 kw Y/1 378 10% 15 Totalloss = 13+14 414 4156 1002 16 ft gains: PeoPle -Im C 0 1 300 300 0 0 App( @ 1200 1 600 0 0 0 17 Sit" FSH 9ArT--7+8..+12+16 w 4781 3w 755 Less0(km moku 0 0 Lesstansfer L0 0 Cooling recfistraxffion 0 0 0 18 DLKA gain 10% 70 1(yX 4781 1 (Y/1 10 7,1 19 To" RSH gwv7(17+18)"Y 100 7U9 1.00 1250 1.OD L00 M I Air w4ired 0n) 16 37 X1361 2,1251 PmYhA catfied by ACCA to rred A teWoerr"Is of MarW J 7th Ed N~trv" Right -Suite Residential` 5 5.06 RSR26014 2002-Apt-03 16:42:13 E:\Fileskf\Fox & Jacobs 2002\2509\2509.rsr Page 2 RIGHT-J WORKSHEET Ent,re House DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.2&01 109 COMMERCE STREET- LAKE e 407) 831-2665 J. 71h EA I Nam of imn BDRW BDF" BTW BDRAWAW FW 2 depmriv" 15.0 ft 28.0 It 6,0 ft 42.0 4 3 Room clirTum-r, 15.0 x 17.0 It 130 x 15-09 16.0 x 6.0 It 16.0 x 18,0 ft 4 Cek,gs unck cpkn 0 11 her" 0 It hext" 8.0 It hea" 8.0 It vm" TWE CF CST HIM Ama Loadw) Allm Lom (Bkh) Area Load @Ui) Area Load W) E410SUW- [ Htg Clq M Htq C19 M Htq C19 ft) Htq clq ft) Htq ag 5 Gross a 14B 4-( 21 0 0 0 E4-lfi b 13C 3 ` 1,2 0 0 0 miswd C 12C 2 1.9 120 224 48 partitions d Of 0.0 C 0 00 e 0.( 0J) 00 0 I Of O.0 0 00 0 6 V*d-wa a IC 37.0 - V 1591 16 Alt 48 1774 glass doors b 8C 37.0 - 0 0 C a 0 0 0 Ha*-g G 9C 38-7 - 0 0 m 0 0 0 d 0 0 0 0 0 0 0 e 0 C 0 0 C 0 0 0 0 f Q. 0 0 0 0 0 0 7 V*dN,,-fd North 0. 0f 0 0 0 0 0 coos 0.0glassNE4W 0 0 0 0 0 0 GCx*q EA/V 54.4 M) 16 Bm 0 C 48 mi lc6w 0.0 0 0 0 0 0 Scull, T. 0 0 0 0 0 0 Horz RC 0 0 0 0 0 0 8 01hor door's .1 11A 18.9 12 7 0 0 0 C 0 0 0 0 0 b 11A 189 12 71 0 0 0 0 0 0 0 0 0.( O. 0 0 0 0 0 01 0 9 NEI a 14B 4 2,1 0 0 C 0 0 0 0 0 eqxx)"l b 13C 3 1-2 0 0 0 0 0 0 0 VML arxi G 12C 2-. 1.9 1041 3W 20V2C 35W 404 48 1 2B8 829 560 pat%- d O.0 0.0 0 0 0 C 0 0, 0 0 0 e 0.( 0.( 0 0 0 C 0 0 0 0 0 0 f O,C 0 C 0 0 0 C 0 0 0 0 0 10 CeihrKJS a IOG 'Ll IA z5b 269 353 1% 206 270 9t, 101 KU324 342 449 b U (Ic 0 0 0 C 0 0 01 0 0 G 0 C 0.0 0 0 0 C 0 0 0 0 0 11 O.0-( 0 0 0 q 0 a 0 0 0 e 0.0 0 0 0 0 0 0 0 1 0 0 0 f ( 1( 0- 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25,9 Of 0 0 0 0 0 0 0 0 0 NW roorn b 19G 11 Of 0 0 0 0 0 0 0 0 0 hoar o G 0.0 R( 0 0 0 0 0 0 0 0 0 rs displ. d Of V C 0 0 0 0 0 0 0 0 0 kxshb e Of 01 0 0 0 C 0 0 0 0 0 0 fl( xx-,) f 0-q 0.0 C 0 0 0 C 0 0 0 0 12 Infiltration a 27, 9.0 V, 446 143 16 446 w 0 0 48 m 430 13 SL"bssr6+8,j11+12 1(m 1842 Less e-?41 i bec" 0 C 0 U- Iss11-al-da0 C 0 0 HoatiM redistr4r" 0 0 14 Duct k)ss 10IX 161 I U/1184 IQ/, 2410 15 Total kyss = 13+14 1 m264 4711 16 ht gair,-. p000e @ 3CO 0 0 0 0 0 0 A" A @ 1X0 0 0 0 0 C 0 0 17 Sublot RSH qaw-r-7+8,.+12+16 a Im 4050 L(-- S edarrd coc" 0 0 0 Les":, kalisfor 0 0 0 Cooling redrsttxbon 0 0 18 Duckpin lcp/, 157 1091 lcp/, z 101/1405 19 ToW RSH gmi--(17+18)'PLF 1.00 1726 100 18571 lfx) 249 1,Co 4455 20 Air mqured 0m) 66 82 M 1 1 181 212 RiYaA caffied by ACCA b ffled all neeµlir fs of Maud J 7th Ed, Right - Suite Resideotial"5506RSR26014 2002-Apr-03 16:42:13 E, XFiles\RFox & Jacobs 2002\2509\2509.rsr Page 3 53914355 fTt F Universal Forest Products,Inc., Burlington, NC 27215, Jeff Kerr 5.100 5 May 30 2003 MiTek Ir 3)(6 TL20 FP A 0 G D E F G H I J K L M 7At 4 1 1 1 T1 1 4ri 3x6 TL20 FP =' F N anal _ Inc. Tue Aug 05 12:52:16 2003 Pfkg, Scale - 1 P Q R LOADING (pst) SPACING 20-0 CSI DEFIL in (lac) I/defl Ud PLATES GRIP TCLL 400 Plates Increase 1.00 TC 0,05 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0,01 Vert(TL) n/a n/a 999 BCLL 0,0 Rep Stress Iner YES WB 0.03 Horz(TL) 0.00 S n/a n/a BCDL 5.0 CodeFBC2001fTPI2002 (Matrix) Weight: 91 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 ROT CHORD Rigid coiling directly applied or 10-0-0 oc bracing. OTHERS 4 X 2 SYP No,3 REACTIONS (Ib/size) AJ=53/20-10-6,5=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=147/20--10-8,V=145/20-10-8,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=-46, AK-AL=-48, A-AL=-413, S-AM=-22, AM-AN=-22, R-AN=-22, A-B=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-AI=O, AG-AH=O, 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-Ai=-1 33, C-AH=-1 34, D-AG=-1 33, E-AE=-1 33, F-AD=-1 33, G-ACm-1 33, H-AB=-133, I-AA=-1 33, J-Z=-133, K-Y--1 33, M-X=-1 33, N-W=-1 34, O-V=-1 32, P-U=-136, Q-T=-1 10 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 betern 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) 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 ANSIfTPl 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 street for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard i LO 00 V) CZ) as D Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 539143 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT1 I OF) --Cf 0 Centex- ranJob - - - -_ __ - - 1 S 6 Truss Type 53914355 FT2 L(X)R 9 Job Reference Forest Produc s,lnc,, Burlington, NUniversal Jeff Kerr 5.100 a May 30 2003 M ffek Indus-- 1-3-0 5x4 TL20= 1.5x3 TL20= 1.50 TL20- 5X4 T1.20 3x6 TL20 FP 1.50 TL20 11 I er r n r P H y x Us TL20= J 0-kaScale - 1 5X4 TL20- 1.5x3 TL20 K 50 T1_20= 5x4 TL20= 1,5x3 TL20 11 3)(10 M1118H FP= 34 TL20= 50 TL20= IBM 19 1-6_0410-0 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 J, JK: J'%Edgel LOADING ( psf) SPACING 2-0-0 CS1 DEFL in (loc) Well Ud PLATES GRIP TCLL 400 Plate-, Increase 1 00 TC 0.65 Vert(LL) -0,36 Q-R >642 360 M1118H 195/188 TCOL 10.0 Lumber Increase 1.00 BC 0.98 Vert(TL) -0-60 Q-R >412 240 TL20 245/193 BCLL 0,0 Rep Stress Incr YES WB 0,55 Horz(TL) 0.09 L n/a n/a BCDL 5.0 CodoFBG20011TP12002 (Matrix) I Weight: 107 lb 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 4 X 2 SYP No. I D 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=1125/0-3-8 FORCES ( lb) - First Load Case Only TOPCHORDW-X=-1 124, X-Y=-1 124, A-Y=-1 124, L-Z=-1 119, K-Z=-1 118, A-B=-1 108, B-C=-2887, C-D=40413, D-E=-4048, E-F-47159, F-G=-4769, G-H=-4679, H-6-4085, I- J=-2919, J -K=-1 160 BOT CHORD V-W=0, U V=2144, T-U-3597, S-T=4494, R-S=4769, Q-R=4769, P-0=4527, O-P=4527, N-0=3622, M-N=2189, L-M=58 WEBS K-M=-1496, A-V=1505, J-M=-1431, B-V=-1442, J-N=1016, B-U=1033, I-N=-977, C-U=-988,1-0--644, C-T=627, H-0-615, E-T-620, H-Q=21 1, E-S=374, G- Q=-123, F-S=-164, G-R=-81 NOTES ( 7) 1) Unbalanced floor live leads 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) CAUTION, Do not erect truss backwards. 7) Truss shall be fabricated per ANSI[TPl 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 shelf 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 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 C::, CS C%J CD AMMEMMno RNPA990 14'1 rus s Type Oly Ply Centex-Orlando/2509 A& 2n(Vjsk/B 5 3 53914355 1 FT3 1 FLOOR rr 5,100 s May 30 2003 N Scale - I A B C D E F Q H J K LOADING (pst) SPACING 2-0-0 CS1 DEFIL in too) Well , Ud PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL.) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0,01 Vert(TL) n/a n1a 999 13CLL OD Rep Stress Incr YES WB O03 Horz(TL) 0-00 L n/a n1a BCDL 5.0 CodoFBC20011/TPI2002 Matrix) Weight: 57 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 DOT 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=24/12-10.0, U=146112-10-0, T=147/12-10-0, S=147/12-10-0, R=147/12-10-0, Q=147/12-10-0, P-147/12-10-0, 0=145/12-10-0, N= 152/12-110-0, M=1 16/12-10-0 FORCES ( lb) - First Load Case Only TOP CHORD V,W=-48,W-X=-48,A-X,48,L-Y=-19,Y-Z=-19,K-Z=-19,AB=-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-1<=-3 BOT CHORD U-V=3, T-U=3, S-T=3, R-Sr3, Q-R-3, P-Q=3, O-P=3, N-0--3, M-N=3, L-M=3 WEBS B-U=-133, C-T=-134, D-S=-133, E-R=-133, F-0-133, G-P=-134, H-Q=-132, I-N-1138, J-M=-loB 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 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) 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 ANSI/TPI 1.95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints- Bracing indicated on this street is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance 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 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 C:) CD C- D Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53914355 Contractor/ Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT3 Job 1runs TlUss-Type bly ---- jPly -,-- I 53914355 F'V4 FLOOR 27215, Jeff Kerr 5, 100 s May 30 2001 MI I oK Inaustnes, Inc. Scale - 1:10 A 9 C D E F 6-11-0 LOADING (pst) SPACING----,--2 0.0 CSI DEFIL in fee) I/defI Ud PLATES GRIP TCLL 41 Plates Increase 11.00 TC 0-07 Vert(ILL) n/a n/a 999 TL20 245/193 TQDL 10.0 Lumber Increase 1.00 BC 002 Vert(TL) n/a n/a 999 BOLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0,00 G n/a n/a BCDL 50 Coc1eFBC2001fTP12002 Matrix) Weight: 32 Ito LUMBER BRACING TOP CHORD 4 X 2 SYP No,2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins, BOT CHORD 4 X 2 SYP No2 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 ( Iblsize) L=59/6-11-0,G=70/6-11-0,K=13916-11,0,J=150/6-11-0,1=143/6-11-0,H=160/6-11-0 FORCES ( lb) - First Load Case Only TOP CHORD L-M=-51, M-N=-51, A-N= 51, G-O=-63, O-P=-63, F-P=-63, A-B=-8, B-C=-8, C-D=-8, D-E=-8, E-F=-8 BOT CHORD K-L=13, J-K=8, LJ=13, H-1=8, G-H-8 WEBS B-K=-129, C-J=-1135, D-I=-130, E-H=-146 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 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) Recommend 2x6 strongbacks, 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. 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this street is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this shoot 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 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 i spy 0 0 Ilk0 339100= AMEMOMMUNISMOMA"; 53914355 Truss Truss Type Pity TPiy r15 FLOfJFa` 1 1 nc., Burllnc ton, NC 272i5, Jeff Kerr 5.100 s May 30 2( N 50 TL2Q= 1.5x3 TL20:= 1.5x3 11-20= A X W 1,50 TL20 I i 3x4TL20= 3x6TL20FP= I5x3TL20II a C D E F a H 0-1-8 Scale. 1:32. 50 TI20- 1.5x3 T1-20-= 3x4T1-20= 1.50TL20== J K 50TL20-- 3x4 TL20= 3x1Q MII18i FP= 50TL20= 3x4 TL20== Z Y 1 6 Q- - 4 0-0 _6_6 Q __ 9_0 0 10-2 0 12 8-0 1. 2 Q_ 17-8-0 - 1-" j 19-2-0 Plate Offsets (X,Y): [AwEdge,0-1 81, [K:0 1 8,Ed9eL LOADING (pst) SPACING 2-0-0 CS1 DEFL in loc) Udef1 Lld PLATES GRIP TCLL 40-0 Plates Increase t,00 TC 034 Ved(LL) 0,27 Q-R >827 360 M1118H 195/168 TCDL 10.0 Lumber Increase 1,00 BC 0.88 Vert(TL) -0.43 Q-R >530 240 TL20 2451193 BCLL 0-0 Rep Stress trier YES WB 0.50 Horz(TL) 0,08 L n/a nla BCDL 5.0 CodeFBC2001/TP12002 Matrix) Weight: 99lb LUMBER _ BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 or; puriins, 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=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-Yam=-11027, 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=-2 H-I=-3550, W==-2578, J-K=-1003 BOT CHORD U-V-mO, T-1-1-=1936, S-TW 3192, R-S=3882, Q-R=3998, P-Q=3882, O-P=3192, N-043192, M-N=1938, L-M=0 WEBS K-M=1364, A-U--1364, J-M=-1300, 13-1-1=-1300, .!-N=890, B-T=890, I-N=-854, C-T=-854, I-P=498, C-S=498, H-P=-461, E-S« 461, H-Q=158, E-R=158, F-R=-90, G-Q=-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 indi(,ated. 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 ANSIrTPI 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 shelf verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No. " tDO Shop No Job -- !-Truss- 1Iruss Type 53914355 f T6 FLOOR Universal Forest ProduGtsJric,, Burlington, NC 27215, Jeff Kerr 5A 00 s Mav 30 2C 50 TL20= 1, 5x3 TL20 11 1,50 TL20= 30 -n-20- Us T120 FP = 1.50 TL20 11 A R r) F F G H g 05 12:52:22 2003 Page 0-1-81iscale - 1 50 TL20= 1,50 TL20= 30 T1-20= 1,50 TL20= J K Y R1 50 TL20 3x4 TI-20= 3x10 MI118H FP= 50 TL20= 1. 50 T1,20 11 3x4 TI-20= 9-1-8 6 1 4-0-0 .. . . 6,6-0 9-0-0 10-3-0 12-9-0 15-3-0 17-9-0 19-3-0 19-3-0 LOADING (p SPACING 2-00 TCLL 40.0 Plates Increase 1,00 TCDL 10.0 Lumber Increase 1,00 BCLL 0,0 Rep Stress Incr YES BCDL 5,0 CodeFBC200I/TP12002 LUMBER TOP CHORD 4 X 2 SYP No.2 ROT CHORD 4 X 2 SYP No.2 WEBS 4 X 2 SYP No,3 REACTIONS (lb/size) L=11042/0-8-0, V=1035/0-3-8 CS1 DEFL in lDc) Well L/d PLATES GRIP TC 0A7 Vert(LL) -0.28 R >809 360 M1118H 195/188 60 0.89 Vert(TL) -0.44 R >518 240 TL20 245/193 WEI OZO Horz(TL) 0D8 L n/a n/a Matrix) I Weight: 100 lb BRACING TOR 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. FORCES (ib) - First Load Case Only TOP CHORD V-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, a-H=-4059, H- I-,J=-2603, J K=-1012 BOT CHORD U V=53, T-1-1=1994, S-T=3250, R-S=3942, O-R=4059, P-0=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-11=159, F-R=-92, G-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, 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 resti-nined by other means 6) CAUTION, Do not erect truss backwards. 7) Truss shall be fabricated per ANSIrTPl 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 tor the overall building design, Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the reviewer certification of the truss designer. LOAD CASE(S) Standard T! 00jz'4'! CD TWITIJFA$ 1.0 Amflum -41MADROM",* M00*11EIRM121 I, T P1 - — Job'-- - -- truss (truss Type Ciy y 53914355 TJ7 FL(X) -4- 1 Universal Forest Products, Inc., Burlington, NC 27219, JeffKerr5.100 s May 30 2( 1- 8 1-3-0 5x4 TL20 1, 5x3 TL20- 1 .5x3 TL20 11 0 M 018 I (Scale - 1:27 5x4 TL20 = I 5Q TL20= I. 5x3 TL20= T S 50 TL20=, 1 50 TL20 11 5x4 TL20 = 1,5x3 TL20 11 Plate Offsets X YJ: LOADING ( psf) SPACING 2-0-0 TCLL 40,0 Plates Increase 1.00 TCDL 1110 Lumber Increase 1,00 BCLL 00 Rep Stress Ines YES SCDL 5,0 CodeFBC2001fTP12002 LUMBER TOP CHORD 4 X 2 SYP No,2 E30T CHORD 4 X 2 SYP No.2 WEBS 4 X 2 SYP No.3 REACTIONS ( lb/size) Q=845/0-3-8, 1=851/0-8-0 9- 3-8 11-9-8 a 14-3-8 15-9-8 15- 9-8 CS] DEFL in (loc) Well Ud PLATES GRIP TC 0,41 Ved(LL) -0A5 L-M >999 360 TL20 245/193 BC 0.84 Vert(TL) -023 L-M >820 240 WB 0.40 Horz(TL) 0.04 1 n/a n/a Matrix) Weight: 82 lb 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. FORCES ( lb) - First Load Case Only TOP CHORD QR=-642,A-R=-841,1-S=-846,S-T=-846,H-T=-846,A-B=-847,6-C=-2014,C-D=-2699,D-E=-2699,E-F=-2597,F-G=-2007,(3-H=-806 BOTCHORD 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=356, E-L=-138, D-N=-162, E-M=-71 NOTES ( 6) 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, 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) TRISS shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted- Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verity all design information on this sheet for conformance with conditions and 1 equirornentsof the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard vtzj TN co CD CD AMOM Mkil "WEn Jab Truss Truss Type Qty Ply Centex:Orlando/250g A&B2nd/jsk/i3 5-3 53914355 FG7 t l Al rA^e-r^ t"1 x Y 1 Job Reterenee (apfipnaL______- Universal Forest Produc ts,lnc., Burlington, NC 27215, Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc. Toe Aug 05 13:58:32 2003 Page 1 0-1.;8 t 9-12 4-10 4 7-10 12 10 11-4 13-11-12 15 8 0 15 84____ _____------__- r- - -___ __ ____+.______-__-_------ -+- ___.__ __ _------1__ _.____-Fy 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 27. 2x5 TL2011 5x 10 T1_20= 3x4 T1.20= 3x4 TL20= 3x4 TL20-= 500 TL20= 2x5 TL20 11 A 8 C 0 E F G 50 1120= 5x10 TL20= 5x4 TL20= 5x4 TL20-= 5x10 TL20= 5x5 TL20= 3 4 0 6-4-8 9.5-0 1 2-5-8 15-9-8 3-4-0 3-0-8 3-0-8 3-0-8 3-4-0 LOADING (psi SPACING 2-0-0 CS1 DEFL in loc) I/clef] L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.94 Vert(LL) -0.35 J-K >525 240 TL20 2451193 TCDL 10.0 Lumber Increase I.00 BC 0.95 Vert(TL) -0.55 J-K >335 180 BCLL 0.0 Rep Stress Incr NO WB 0-99 Horz(TL) 0.07 H n/a n/a BCDL 5.0 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 (lb/size) M=2015/0-3-8, H=2015/0-3-8 FORCES (lb) .. First Load Case Only TOP CHORD A-M=-161, A-B=-338, B-C=-4999, C-D=-7403, D-E=-7403, E-F=-4999, F-G=-338, 6-H=-161 BOT CHORD L-M=2903, K-L=6453, J-K=7628, IJw6453, H-1=2903 WEBS B-M=-2959, B-L=2477, C-L=-1718, C-K=1124, D-K=-266, D-J=-266, EJ=l124, E-1=-1718, F-1=2477, F•H=-2959 NOTES (4) 1) Provide adequate drainage to prevent water ponding. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607A of ]BC-00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Truss strait 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 street is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances, The truss designer accepts no responsibility for the correctness or accuracy of the design Information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.00, Plate Increaso=1.00 Unilorm Loads (pit) Vert: H-M= 160.0, A-G=-100.0 Al cv CO CD l g r 1 it M 'I w job- jTruss Truss -type 61y Ply 53914355 FT8 FLOOR 8 Universal Forest Prod u0s, Inc., Burlington, NC 27215, Jet( Kerr 5100 s May 30 1-3-0 1"JAA-1 I tt 003 MiTek Industries, Inc. Too Aug 05 12:52:24 2003 Page 1 1 0P-1Q__ 'ale - 1:35. 5x4 TL20 = 1,5x3 TL20--- 1,50 TL20 11 1,50 TL2Q-= 3x6 TL20 FP 3x4 TLZO 5X8 TL20= 1.50 TL20 i I 3x6 TL20 A B G D F F a H I J K L 2X3 TL?Q 11 5x4 TL20 = 7.10-8 1.50 TL20 [1 34 TL20 FP = 3x4 TI_20= 1.5x3 TL20 11 3x4 TL20= 5x5 TL20= 1-6 _0 i __4-0-0 ..... ..... I - --------- 6-6-0_____t_7-9-0 _1 9-1-4 10-4-4 r 12-10-4 15-4-4 16-8-12 1188-1 191--80-8-8 20- 8-8 LOADING ( fast) SPACING 2-0-0 TOLL 40,0 Plates Increase 1,00 TCDL 10.0 Lumber Increase 1,00 BCLL 0,0 Rep Stress Incr YES BCDL 5.0 CodeFBC2001fTPI2002 LUMBER TOP CHORD 4 X 2 SYP No,2 BOT CHORD 4 X 2 SYP No,2 WEBS 4 X 2 SYP No,3 CS1 DEFL in loc) Well Ud PLATES GRIP TC 0,56 Ved(LL) -0.14 V >999 360 TL20 245/193 l Vert(TL) -0.22 V-W >888 240 WB 0 49 Horz(TL) 0.04 P P/a n/a Matrix) Weight: 111 lb 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, Except: 6- 0-0 cle bracing: P-Q,O-P,N-0, REACTIONS ( lb/size) Z=824/0-8-0,M=-157/Mechariical,P=1577/0-3-8 Max UpliftM=-309(load case 2) Max GravZ=827(load case 7), M=109(load case 3), P=1577(load case 1) FORCES ( lb) - First Load Case Only TOP CHORD Z-AA=-818, AA AB=-81 8, A -AB= 818, L-M=229, A-B=-776, B-C=,I 920, C-D=-2452, D-E=-2452, E-F=-2531, F-G=-2193, G-H=-1 314. H-I=l 58, I,1=41 8, J- K=418, K-L=418 BOT CHORD Y-Z=O, X-Y-1493, W-X-,2324, V-W=2531, U-V=2531, T-U=2531, S-T=1881, R-S=717, Q-R=717, P-Q=-1 156, O-P--1 156, N-0-418, M-N=O WEBS I-P=-1649, A-Y=1054, I Q=1329, 8 Y=-997, H-Q=-1218, B-X=594, H-S=830, C_X=-562, G-S=-789, C-W-178, G-T=434, E-W=-107, F-T=-459, E-V=-68, F- U=88, 1_11\1:-546, 1-0=965, J-0=-339, K-N=l 05 NOTES ( 7-8) 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) 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 labricated per ANSI/TPI 1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints, Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer, 8) Right air(] may be attached to 2x6 So.Pine or larger BC of one or more ply girder truss with Simpson LUS46 or eq. Follow Simpson instructions for installation, LOAD CASE(S) Standard tee MIM MVINI Truss type 53914355 1: F'T9 roductsjnc., Burlington, NC 27215, Jeff Kerr I I . ...... [Job Deference (optic jO 20021 MiT-ek-Industries, Scale - 1:33,5 34 TL20 FP -- 3x3 T120 If 3x6 TL20 FP= 3x3 TL20 11 0 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in fee) Well Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a We 999 TL20 245/193 TCDL 10.0 Lumber Increase I .00 BC 0.01 Vert(TL) n/a n/a 999 6CLL 0.0 Rep Stress Incr YES WB 0,03 Horz(TL) 0.00 S n/a n/a BCDL 5.0 CodeFOG2001/TP12002 Matrix) Weight: 91 Ite 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 BOTCHORD, Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) AJ=53/20-6-8,S=6120-68,AI=146/20-6-6,AH=148/20-6-8,AG=144/20-6-8,AE=145/20-6-8,AD=147/20-6-8,AC=147120-6-8,AB=147/20-6-8, AA=147/20-6-8,Z=147120-6-8,Y=147/20-6-8,X=147/20-6-8,W=147/20-6-8,V=145/20-6-8,t)=153/20-6-8,T=108120-6-8 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, D-E=-4, E-F=-4, F-G=-4, G-1-1-4, H-1=-4, I-J=-4, J-K=-4, K-L=-4, L-M=-4, M-N=-4, N-0-4, O-P=-4, P-Q=-4, Q-R=-4 BOT CHORD Al-AJ=0, AFUAL0, AG-AH=O, AF-AG=O, AE-AF=4, AD-AE=4, AC-AD=4, AB-AC=4, AA-AB=4, Z-AA=4, Y-Z=4, X-Y=4, W-X=4, V-W=.4, U-V=4, T-U=4, S-T=4 WEBS B-Al=-132, C-AH=-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 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 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) Recommend 2x6 strongbacks, 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 rneans, 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 bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the, overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a sporific 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, 9) THA422: Right end may be attached to 2 or more ply top chard of 19" maximum depth flat truss girder with Simpson THA422 or equal. Follow Simpson instructions for installation. LOAD CASE(S) Standard TKO c CO co WY * IngAMOMMElK a 53914155 FTtO Universal Forest Products,lnc_, Burlington, NC 272 ype- _...__ _-____ __ _ _ I russ Type caty Pfy Centex -Orlando 2609 A02nd jsk H 5 3-- e. LOOR<,TIT Q, Job Reference c tienal 5. Jeff Kerr 5.100 s May 30 2003 MiTek Industries, Inc, Tue Aug 05 12:52:17 2003 Page 1 5x4 TL20= 1.50 TUG = 1.50 TL20= j A w i V 3x4 TL20= R 1.0.0 0-)11-8i-----_--i Scale ® 1 3x4 TL20, 5x4 TL20= 1.50 TL2011 3x6 T120 FP-= 1.5x3 TL20= C. n F F G H I J 5x5 TL20= 3x4 TL20= 3x6 TL20 FFx= 1.50 TL20 11 3x4 TL20-- 5x5 TL20= X 1-6-0 4_00_ 6-6.0 _ 7-9-0 L 9-0-0 i 11-6-0 14-0-0 -6-0 -0-0 18- 0-0 Plata OffsefAX,Y) LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) i/dell Ud PLATES GRIP TCLL 40-0 Plates Increase 1.00 TC 0.39 Vert(LL) -0,22 0 >968 360 TL20 2451193 TCDL 10.0 Lumber increase 1.00 BC 0.82 Vert(TL) -0,35 N-0 >613 240 BCLL 0.0 Rep Stress Incr YES WB 0,46 Horz(TL) 0.07 K n/a n/a BCDL 50 CodeFBC200ifTP12002 (Matrix) Weight: 94 Ib 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) U=97310-8-0, K=967/0-3-8 FORCES ( lb) - First Load Case Only 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-0=3251, G-H=-2415, H--I-=-2415, I- J=-980 BOT CHORD T-U=-O, S-T=1810, 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=1265, A-T=1274, I-L=-1203, B-T=-1214, I-M=792, B-S=803, 6-M=-758, C-S=-764, G-N=405, C-0=411, F-N=-361, D-4=-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 30 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, 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) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer, LOAD CASE(S) Standard z I- C jchi i CD l Job iTnlss Truss Type criy (Ply Centex -Arland 53914355 F111 IFLOOR W_r" 11 1 1 Job fleferencel - -- ------ - -.1 __ Universal =oresE Prodtacts,inc., Burlington, NC 27215, Jeff Kerr 5,100 s May 30 2003 MiTek indu= 1-8 1-3-0 0-9-8 5x4 TL20= 1.50 TL20-- 1.5x3 TL20= Us TL20 FP= 1.5x3 TL2011 A A G D E F G H X w 0-1-8 0-9-10 0-9-1Q Scale " 1 I.5x3 TL200= W TL20-= 1.5x3 TL20= I J Z Y 20 TL2011 5x4 TL20 1.50 TL2011 3x6 TL20 FP = 5x4 TL20= 11.50TL20 11 4_ 0 0 11-3-8 13-9-8 15-2-0 1-16-1-2-1 17-1-12 17- 1-12 Piate Offsets_(X,Y) _t Edgo,0_I 8] LOADING ( psi) SPACING 2-0-0 CSf DEFL in loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.12 R-S >999 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0,72 Vert(TL) -0,19 R-S >944 240 BCLL 0,0 Rep Stress Incr YES WB 0.38 Horz(TL) 0-04 M n/a n/a BCDL 5.0 J CodeFBC200lfTP12002 Matrix) Weight 93 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 as 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, Except: 6- 0-0 no bracing: M-N,L-M. REACTIONS ( Ib/size) V=812/0-8-0, M=1033/0-3-8 Max GrayV=821(foad case 2). M=1033(load case 1) A] FORCES ( lb) - First Load Case Only TOP CHORD V-W=-807, W-X=-807, A-X=-807, K-Y=7, Y-Z=7, J-Z=71 A-B=-763, B-C=-1863, C-D=-2393, D-E=-2393, E-F=-2457, F-G=-2457, G-1-1--1817, H-I=-695, I-J=49 BOT CHORD U-V=-O, T-U=1468, 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-0 WEBS I-M=-1004, A-U=1037, LN=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-5=-87, E-R=-90, F-Q=-117, 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 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 where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building arid governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard russ 53914355 Fr12 russ Type 27215, 5100 s May 30 2003 Meterence AE 3x6 TL20 FP = 3x3 TL20- 3x6 TL20 FP -- Scale - 1:27. 1-6-0 4-0 0 6-6-07-9-0 i8-9-8 11 -3-8 13-9- a 15-2-0 16-1-2 17-1- _ 17 1--12 LOADING (psf) SPACING 2-0-0 CS1 DEFIL in loc) Wall Ud PLATES GRIP TCLL 400 Plates Increase 1,00 TC 011 Ved(LL) n/a n/a 999 TL20 245/193 TCDL 10,0 Lumber Increase 1,00 BC 0 01 Vert(TL) n/a n/a 999 BCLL 0,0 Rep Stress iner YES V 0.03 Horz(TL) 0= P n/a n1a BCDL 5.0 GodeFBC2001/TP12002 Matrix) Weight: 75 lb 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 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=147/17-1-12,AA=147/17-1-12,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=147117-1-12,5=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 Only TOP CHORD AD-AE=-48, A-AE=-46, 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=O,AB-AC=O,AA-AB-O,Z-AA-0,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-AB=-134, D-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 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 bottom chord bearing. 4) Truss to be fully sheathed from one lace 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) CAUTION, Do not erect truss backwards, 6) Truss shall be fabricated per ANSIfTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verity all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design Information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 322ZMWN 0 CD QD 4114 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 539143 Contractor/Job: 2509 A & B FLR Date Req:08/04/2003 Draw No:53914355FT1 2 1 Job 53914355 15 I 0 Truss - - I Truss FT6A JFL00 3,ln - r,, Burlington, - N - C 27215, Jef LOADING (psi) SPACING 20-0 TCLL 400 Plates Increase 1,00 TCDL 100 Lumber Increase 1.00 BCt-L 0.0 Rep Stress trier YES BCDL 5.0 CodeFBC2001/TP12002 LUMBER TOP CHORD 4 X 2 SYP No.2 ROT CHORD 4 X 2 SYP No,2 WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) E=186/0-3-8, D=186/0-3-8 1-7-8 I- II- --i R- 1-9 Criy Ply ente.-O,Iando/2509 Lb Reference Joplio 1) 5.100 s May 30 2003 MiTek Industries, Inc. TueAug 0512:52:222003 Pagel 3x3TL20= Scale - 1:7 a CS1 DEFL in 100) Wall Ud PLATES GRIP TC 0,16 Vert(LL) n/a n/a 999 TL20 2451193 8C 0,11 Vert(TL) -0 03 D-E >999 240 W13 0.04 Horz(TL) O.00 0 n/a - n/a Matrix) Weight: 23 lb BRACING TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES ( lb) - First Load Case Only TOP CHORD E-F=-64, A-F=-64, D-G= 64, C-G=-64, A-B=-3, B-C=-3 BOT CHORD D-E=155 WEBS B-E=-184, B-D,---164 NOTES ( 4) 1) All plates are 11,50 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) Rowornrrmnd 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, 4) Truss shall be fabricated per ANSI/TPI 1 95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design Information an this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the reviewer certification of the truss designer. LOAD CASE(S) Standard tP' 00 0c, 00 LOOM F FM51FAVA411" '** V*112 53906902 11-11 W L-- -- I_49 b Reference optlonal err 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:30:56 2003 Page ll 4-1 -j -10-15 -)a -0A-7- ----- - - ?t3- 1-0-0 4-65 2-5-11 5-1-1 4-11-5 . 4-11-5 4-11-5 5-1-1 4-0-0 scale - 1:61 700 = 5.00 IiY 3x6 = 5x6= IX6 = 3x6 = 5X10 = 5x6 = 5X10 WISH= 5X6 5x6 5X6 = 5x7 3A4 50 = 500 M1118H= I --- ------121,1------ F_-,31-10-4 7 36-0-0 7-1-12 4-11-5 4-11-5 4-11-5 4-11-5 4-11-5 4-1-12 0 -3 0, 1. - -12 0-2 LOADING (psf) TCLL SPACING 2-0-0 CS1 DEFL in loc) I/defl PLATES GRIP20.0 TCDL 10.0 Plates Increase 1,25 Lumber Increase 1,25 TC 0.96 Vert(LL) 0.88 P >486 TL20 245/193 BCLL 0.0 Rep Stress Incr NO BC 0.92 WB 0.78 VeFt(TL) Horz(TL) 125 0.19 O-P >343 KBCDL10.0 Code FBC2001 Matrix) 1st LC LL Min I/dell n/a 240 Weight: 214 lb LUMBER TOP CHORD 2 X 4 SYP No.2 *Except' 1-2 2 X 4 SYP SS, T3 2 X 4 SYP SS BOT CHORD 2 X 6 SYP NoA *Except' 132 2 X 6 SYP SS WEBS 2 X 4 SYP No,3 *Except* W2 2 X 4 SYP No.2, W2 2 X 4 SYP No.2 W2 2 X 4 SYP No.2, W2 2 X 4 SYP No.2 W2 2 X 4 SYP No.2, W4 2 X 4 SYP No,2 REACTIONS (lb/size) B-3062/0-3-1 0 (input: 0-3-8), K-3075/0-3-8 Max Herz B-I 00(load case 4) Max Uplit[B-11 068(load case 3), K--1 166(load case 3) BRACING TOP CHORE) Sheathed, except end verticals, BOT CHORD Rigid ceiling directly applied or 4-3-8 oc bracing, FORCES (lb) - First Load Case OnlyTOPCHORDA-8-26, B-C-7013, C-D--6879, D-E-8894, E-F--9852, F-G--9846, G-H--9407, H-1-7470, I-J--4352, J-K--2947BOTCHORDB-S-6407, R,S=6371, Q-R-6371, P-6-8893, O-P-9407, N-0-7469, M-N-7469, L-M-3929, K-L-2119WEBSD-S-332, I-L-1018, C-3-62, D-Q-2897, E-Q--1216, E-P-I 110, F-P-633, G-P-507, G-0-900, H-0-2243, H-M--1799, I-M-4066, J-L-3945 NOTES (10,11) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; I 10rnph; h-25ft; TCDL-6.Opsf; BCDL-6,Opst; occupancy category 11; exposure B; enclosed,-MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1,33, 3) Provide adequate drainage to prevent water ponding, 4) All plates are TI-20 plates unless otherwise indicated. 5) WARNING: Required bearing size at joints) B greater than input bearing size, 6) Bearing atjoint(s) K considers parallel to grain value using ANSIITPI 1-1995 angle to grain formula. Building designershouldverifycapacityofbearingsurface, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1068 lb uplift at joint 8and1166lbupliftatjointK, 8) Girder carries trip end with 7-0-0 end setback 9) Special hanger(s) or connection(s) required to support concentrated load(s) 220.O1b down and 177,61b up at 32-0-0, and 385.01b down and 310.81b up at 7-0-0 on top chord. Design for unspecified connection(s) is delegated to thebuildingdesigner, 10) Truss shall be fabricated per ANSIrFPI 1-95 quality requirements. Plates shall be of size and type shown and Indicated on this street is to reduce buckling of individual members only and does not replace erection andcenteredatjointsunlessotherwisenoted. Provide bracing where indicated and within 4" of interior joints. Bracing permanent bracing required for the overall building design. Building Designer shall verify all design information onthissheetforconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances, The truss designer accepts no responsibility for the correctness or accuracy of the design information as 1141itmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes onlyandarenotpartoftherevieworcertificationofthetrussdesigner. 11) Right end may be attached to 2x8 So.Pine BC of two or more Ply glider truss with Simpson HUS28 or eq. Follow ZDSimpsoninstructionslot- installation, LOAD CASE(S) Standard J) Regular: Lumber Increase-11 .25, Plate Increase=1 .25 Uniform Loads (pit) Vert: A-D--60,0, D-1-130.15, I-J-60.0, B-K-415 Concentrated Loads (lb) Vert: D--385,0 6-220.0 6ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO m1 Shop No:53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H1 job Yr, r, - iss --- 53906902 H2 Uril - ve - i set - (sorest , - - , " , Products , Inc., - Bur , linc 5-8-14 1-0-0 5-8-14 3-3-2 5,00 f-I 2 Truss Type I-ilp 5X7 D jeii tcerr 16-0'90-- 7-0-9 5X8 E ty Fly Centex -Orlando Job Reference V1 e1khndu-'s'trfes—,I—nc. 5 s Feb --66j 22-11-7 30-0-0 6-10-13 7-0-9 09-A/jslk/3-31-3' 1onaI)__ fed Apr 23 08:30:56 2003 Page 1 L6-0- —0- 6-00 Scare ® 1 62 5V axt 0 N M L K J 1 3X6 c 3X8 = 3X6 w= 3X8 = 5X6 s 2X5 11 3X8 12L — -------- -- 16-0-9 29-10-4 36-0-0 9-1-12 6-10-13 6-10-13 6-10-13 6-1-12 Plate Offsets -5-4 0-2-PI 1[0 - -4-0.0-3- -_2 = LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0,61 Vert(L[-) 0.29 L-M 999 TL20 245/193TCDL10.0 Lumber Increase 1,25 BC 0.75 Vert(TI-) 0.49 L-M 871BOLL0.0 Rep Stress Incr NO WB 0,57 Horz(TL) 0,11 1 n/aBQDL10.0 Code FBC2001 Matrix) 1st LC LL Min Well - 240 Weight: 181 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No,2 WEBS 1 2 X 4 SYP N0.3 REACTIONS (lb/size) B-1498/0-3-8, 1-1427/0-3-8 BRACING TOP CHORD Sheathed or 2-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-2-7 oc bracing, Max Harz B-1 15(load case 4) Max UpliftB--423(load case 2),I--395(load case 3) FORCES (lb) - First Load Case OnlyTOPCHORDA-B-22, B-C-3061, C-D--2820, D-E--3380, E-F-3173, F-G--317.3, G-H--2151, H-6-1361BOTCHORDB-0-2764, N-0-2587, M-N-2567, L-M-3391, K-L-1916, J-K-1916, I-J-180WEBSD-0-309, G-J--271, E-M-304, F-L--409, C-0-227, D-M-900, E-L-251, G-L-1427, H-J-1789 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FOC2001; I I Omph; h-25ft;TCDL-6.0psf; BCDL-6.0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1 .33, 3) Provide adequate drainage to prevent water pending, 1) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 423 lb uplift at joint 13 and 395 lb uplift at joint I. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centeredatjointsunlessotherwisenoted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated onthissheetistoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all design information on this street for conformance with conditions and requirements of the specific building and governing codes and ordinances. The trussdesigneracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesignInformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part oftherevieworcertificationofthetrussdesigner, 3) H28R: 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, OAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 5390690,1rNWontractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H2 rsal f-orest Froduct§,Inc., truss type RQJD#9"USS 27215, Jeff Kerr Uly Ply Centex- K sFeb 20 2003 Mffek Industries, Inc. Wed Apr 23 08:30:57 2003 Page f1-91 0-0I. 25-0-0 1-0-0 6-5-3 4-6-13 14-0-0 4 6-13 6-5-3 Scale - 1:61 D 20 11 E 5x6 F 3x7 M L K 1 1 3X7 3X6 = 3x8 == 3X8 3x®= 3X6 9-3-14 18-0-0 9-3-14 0-8-2 B-6-2 9-3-14 Plate [D:0-3-0 0-2-4] [F:0-3-0,0-2-41 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 CS1 DEFL in (loc) I/defl PLATES GRIP TCDL 10.0 Lumber Increase 1,25 TG 0.45 Be 0.80 Vert(LL) 0,22 K >999 TL20 245/193Vert(TL) -0-43 K-M >999BCLL0.0 Rep Stress Incr YES WB 0,23 Horz(TL) 0.13 H n/aBCDL10,0 Code FBC2001 Matrix) 1st LC LL Min I/clefl — 240 Weight: 167 lb LUMBER BRACINGTOPCHORD2X4SYPNo-2 BOT CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 3-2-14 cc purlins, WEBS 2 X 4 SYP No,3 BOT CHORD Rigid calling directly applied or 7-9-2 oc bracing, REACTIONS (lb/size) H-1427/Mechanical, B-1498/0-3-8 Max Hot z B- 131 (load case 4) Max Uplifil-1-328(load case 3), B-382(load case 2) FORCES (lb) - First Load Case OnlyTOPCHORDA-B-22, B,C-,3046, C-D-2762, F-G-2789, G-H-3057, D-E-2829, E-F-2829BOTCHORDB-M-2749, L-M-2371, K-L-2371, J-K=2374, I-J-2374, H-1=2761WEBSC-M-309, D-M-432, F-1-440, G-6-315, E-K-443, D-K-549, F-K-544 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; I 10mph; h-25ft; TCDL-6,opsf; BCDL-S,Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone-, cantilever left and right exposed ; end vertical left and right exposed;Lurnber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 1) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 328 lb uplift at -joint H and 382 lb uplift at joint B, 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centeredatjointsunlessotherwisenoted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated onthissheetistoreducebucklingofindividualmembersonlyanddoesriotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The trussdesigneracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part oftherevieworcertificationofthetrussdesigner, 3) H28R: Right end may be attached to 2x8 So, Pine Be of two or more ply girder truss with Simpson HUS26 or eq. Follow Simpson instructions for installation. OAD CASE(S) Standard X-1 o co Lo CDN CD It Al'a'a6w# ustome,r No: 11045 Customer Name: CENTE HX OMES ORLANDO Shop No: 53906902ontractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H3 JUL) I russ ITUSS lype Qty I Ply 'I Centex-Oilaiida/2509-A/jsk/3-31-3' 53906902 H4 Ifnwers-lal Forest-hr-o-ducts; Inc,, Burk - nglon, 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:30:513 2003 Page 1 JobReference tional 1-0-0 6-5-3 6-6-13 10-0-0 6-6-13 6-5-3 Scale - 1:61. 5x6 = 2x3 11 5x6 D E F 1 ) 30 M L K J I 3x6 = 3x8 3X8 = 3X8 3x6 9-3-14 B-8-2 B-8-2 9-3-14 Plate Y D'0-310,0-2-41, fF:0-3-0 0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIPTCLL20,0 Plates Increase 1.25 TC 0.54 Vert(LI-) 0.18 K >999 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.79 Verl(Tt-) -0,39 K-M >999BOLL0.0 Rep Stress Incr YES WEI 0 18 Horz(TL) 013 H ri/aBCDL10McodeFAf,.9nni M't'i'% A -1 1 n I I — LUMBER BRACINGTOPCHORD2X4SYPNo.2 TOP CHORD Sheathed or 3-1-1 oc purlins, BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 7-6-15 oc bracing, WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) H-1427/Mechanical,B=1498/0-3-8 Max HoizB-149(load case 4) Max Upliffi-I-31 9(load case 5), B--m)(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-0-22, B-C-3071, C-D--2769, F-G--2776, G-H--3081, D-E--2365, E-F--2365BOTCHORDB-M-2777, L-M-2174, K-L-2174, J-K-2176, I-J-2176, H-1-2788 WEBS C-M--394, D-M-552, F-1-560, G-6-400, E-K--252, D-K=284, F-K-280 NOTES (5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 1 10mph; h-25ft; TCDL.6,Opsf; BCDL-6,opst; occupancy category 11; exposure B; enclosed;MWFFIS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lurnber DOL-1,60 plate grip DOL-1.33, 3) Provide adequate drainage to prevent water pending. 1) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 319 lb uplift at joint H and 389 lb uplift at joint B. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints, Bracing indicated onthissheetistoreducebucklingofindividualmembersonlyanddoesriotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances, The trussdesigneracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part oftherevieworcertificationofthetrussdesigner, 3) H28R: 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. OAD CASE(S) Standard 53906902 obPly nCetex C7rlandol2509-AJjsk/3-31-3 H5 Job Reference optional) versaForest Products,lnc,, Rurlington, NC 27215, Jeff Kerr 5.000 ss Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 0&:30;5Q 20Q3 Page 1 0 6 5 3 11 10 14 15-a a 21 D-0 24 1-2 29-6-13 36 a -al — —I- _ _ - h ! _ — I1-0-0 6-5-3 5-5-10 3-1-2 6-0-0 3-1-2 5-5-10 6-5-3 Scare 1:E 5M [12 5x6 = 5x6 = E E I6 3x7 = N M L K J 3x7 := 3x6 = 3x8 = WO 3x8 = 3x6 = 9-3-14 3-8-2 8-62 9-9-14 Plate Offsets X,Y _LD:O40030]z[E030024)iF0-3002-4],LG.0.40090] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0,43 Vert(LL) -0.17 L >999 TL20 245/193TCDL10MLumberIncrease1.25 BC 0.78 Vert(TL) -0,38 I-J >999BCLL0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.13 1 n/aBCDL10.0 Code FBC2001 Matrix) 1 st LC LL Min Well — 240 Weight: 183 lb LUMBER GRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3.3-1 oc purlins. BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing, WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1498/0-3-8, 1-1427/Mechanical Max Horz B-168(load case 4) Max Uplift B-413(load case 4), Im-343(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--3063, C-D--2770, D-E--1983, F-G-1983, G-H--2778, H-1 -3073, E-F--2021BOTCHORDB-N-2768, M-N-2265, L-M-2265, K-L®2268, J-K-2268, I-J-2779WEBSC-N-371, D-N 496, G-J-504, H-JR_377, E-L-505, F-f_ 504, G-L--596, D-L-593 NOTES (5-6) 1) Unbalanced roof five loads have been considered for this design, 2) Wind; ASCE 7-98 per FBC2001; 110mph; h-25ft; TCDL-6,Opsf; BCDL-6,Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding, 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint B and 343 lb uplift at joint 1. 5) Truss shall be fabricated per ANSVTPI 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 onthissheetistoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances, The trussdesigneracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part oftherevieworcertificationofthetrussdesigner. 6) 1-128R; 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. LOAD CASE(S) Standard r c_ nf; CV y.qCO yyA tit Y r Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO ShopNo: i 04D' M 0i I Job- 1TIuSs J53906902 1H6 HM jell Kerr 5.000 s Qty Ply Con tex-O rlando/2509 -A/j sk/3 -31 -3 1 1 1 Job Reference_((?p qrjal) 20 20n_M[T606jus--tries11 ____ Inc. Wed Apr, 23 08:30:50 2003 ^ Page I 10 6-5-3 11-10,14 24-1-2 -6-1 1 ____ __-_______I 2,9-- 3 00 1- 0-0 6-5-3 5-5-10 5-1-2 2-0-0 5-1-2 5-5-10 6-5-3 scalp - 1;6 5. 00 F, 5x6 5x6 E F 3x7 = N M L K i 3x7 3x6 = 3X0 5x12 3X8 = 3x6 9- 3-14 8-8-2 8-8-2 9-3-14 Plate e_qtfs et _Q,Y)_:fD:0-4_0,0- 0 -.0-3-0,0-2-4l,[-3- 0-2-41,[g0-4-00, LOADING ( psi) SPACING 2-0-0 CSI DEFIL in (loc) I/defl PLATES GRIP TOLL20.0 TCDL 10.0 Plates Increase 1.25 TC 0,44 Vert(LL) 0.17 L 999 TL20 245/199 BCLL Lumber Increase 1.25 BC 0.78 Vert(TL) -0,38 i-i 999 0.0 Rep Stress Incr YES WB 0,75 Horz(TL) 0.13 1 n/a FICUL10,0 Code FBC2001 Matrix) 1st LC LL Min Well - 240 Weight: 183 lb LUMBER TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 4 SYP NO2 WEBS 2 X 4 SYP N0,3 REACTIONS ( lb/size) B-1498/0-3-8, 1-1427/Mechanical BRACING TOP CHORD Sheathed or 3-3-0 oc purlins, BOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing, Max Horz B- I 86(load case 4) Max U plif tB--435 (load case 4),I--364(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD A-B-22,B-C--3057,C-D--2773,D-E--1947,F-G=-1947.G-H--2780,Fi-l--3067,E-F--1812 BOTCHORDB-N-2762, M-N-2278, L-M-2278, K-L-2281, J-K-2261, I-J-2773 WEBSC-N-353, D-N-484, G-J-491, H-J-359, E-L-524, F-L-523, G-L-696, D-L-693 NOTES ( 5-6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h=251t; -VCDL-G,Opsf; BCDL-6.opsf; occupancy category 11; exposure 13; enclosed-,MWFHS gable end zone; cantileverleftandtightexposed ; end vertical left and right exposed;Lumber DOL-1 .60 plate grip DOL-1,33. 3) Provide adequate drainage to prevent water ponding, 1) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 435 lb uplift at joint B and 364 lb uplift at joint I. 5) Truss shall be fabricated per ANSI/TP] 1-95 quality requirements. Plates shall be of size and type shown and centered atjointsunlessotherwisenoted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on thissheetistoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances, The truss designeracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part of therevieworcertificationofthetrussdesigner. 3) H28R: Right end may be attached to 2x8 So.Pine BC of two or more ply girder truss with Simpson HUS28 or eq. FollowSimpsoninstructionsforinstallation. OAD CASE(S) Standard if rJ J C\ J 2E CD C- D ustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 r% I.Oontractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H6 Jou i russ I i uss I ype C11, Ply 0entox-Orlarid-o-/-2-5--0--9-PVfs —k/3 -3--1 53906902 17 ROOFTRUSS I Job Hefierenc e- toUniversalForestProducts,lnc,, Burlington, NC 27215, Jeff Kerr 5,000 s Feb 2 2obSjvfiTek Industries, Inc, Wed Apr 23 08:30:59 2003 Page 1-0 65-3 29-6-13 '36- -0 1-0-0 6-5-3 5-5-10 6-1-2 6-1-2 5-5-10 6-5-3 Scale - I ; 5X6 5 00 F'2- L2 I 3x7 = M L K i I 3x7 30 = 3X8 3X8 = 3X8 = 3x6 9-3-14 6-8-2 88-2 9-3-14 Plate Offsets Y)-_ID:0-4-0 0-3-0], [F:0-4-0,0-3-01 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (10c) I/defl PLATES GRIPTOLL20.O Plates Increase 1,25 TC 0.44 Vert(LI-) 0.16 K >999 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.79 Vevt(TL) -0.39 FI-I >999RCL,L 0,0 Rep Stress Incr YES WB 0,80 Horz(TL) 0.13 H n/aBGDL10,0 Code FBC2001 (Matrix) 1st LC LL Min I/clefl - 240 Weight: 174 lb LUMBER BRACINGTOPCHORD2X4SYPNo.2 TOP CHORD Sheathed or 3-3-0 oc purlins. ROT CHORD 2 X 4 SYP No,2 ROT CHORD Rigid ceiling directly applied or 6-11 -8 oc bracing, WEBS 2 X 4 SYP NQ,3 REACTIONS (lb/size) B-1498/0-3-8, 1-1-1427/Mechanical Max Horz 8-1 95(load case 4) Max UpliftB--444(load case 4), H--374(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-3056, C-D--2773, D-E--1944, E-F-1944, F-G--2781, G-H--306630TCHORDB-M-2760,L-M-2281,K-L-2281,J,[<-2284,1-J-2284,H.1-2772NEBSC-M--349, D-M-481, D-K--704, E-K-1052, F-K--708, F-1-489, G-1-355 NOTES (4-5) 1) Unbalanced roof live loads have been considered for this design, Wind: ASCE 7-98 per FBC2001; 11 Omph; h-25ft; TCDL-6,Opsf; BCDL-6.0psf; occupancy category 11' eXPOSUte B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOC=1.33, 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 444 lb uplift at joint B and 374 lb uplift at joint H. 1) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninfontrationasitmayrelatetoaspecificbuilding, Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner, 3) H28R: 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 forinstallation, OAD CASE(S) Standard y- Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902T7 I jot) I I russ 1 Centex-C)Flarido/2509-A/jsk/3-31-3 ROOFTRUSS rrcf9Jnc,, Burlington, NC 27215, Jeff Kerr 5,000 s Feb 20 2003 MiTek Industries, Inc, Wed Apr 23 08:31:00 2003 Page 6-5-3 I -10-14 16-0-0 24-1-2 --5_- 13 -OQ '17 p_p--- 1-0-0 6-5-3 5-5-10 6-1-2 6-1-2 5-5-10 6-5-3 1-0-0 Scale ¢ 1 50 5.00 5x6 E N M L K i 3x7 3x6 3X8 34 = 3X6 = 3X6 9-3.14 8-8-2 8-8-2 9-3-14 Plate "t-,(XYJ: LD:0-4-0,0-3 01 LF 0-4-0,0-3-01 LOADING (psi) SPACING 2-0-0 M DEFL in loc) Well PLATES GRIPTCLI- 20M Plates Increase 125 TG 0,42 Vert(LL) 0,18 L >999 TL20 245/193TCDI- 10,0 lumber Increase 1,25 BC 0.70 Vert(TL) -0,38 L-N >gqgBOLL0.0 Rep Stress Incr YES W8 0,80 Horz(TIL) 0A3 H n/aBCDL110.0 Code FBC2001 Matrix) 1st LC LL Min Weft - 240 Weight: 176 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 3-3-6 oc purlins, BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 5-11-15 oc bracing, WEBS 2 X 4 SYP No,3 REACTIONS (lb/size) B=1497/0-3-8,H-1497/0-3-E3 Max Horz B--1 87(load case 5) Max UpliftB--444(load case 4), 1-1-444(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-22,B-C--3053,C-D--2770,D-[:---1941,E-F--1941,F-G--2770,G-H--3053,H-i-22BOTCHORDB-N-2758, M-N-2278, L-M-2278, K-L-2278, J-K-2278, H-J-2758 WEBS C-N--349, D-N-481, D-L--704, E-L-1050, F-L--704, F-J-4811, G-J--349 NOTES (4) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-25ft; TCDL-6.0psf; BCDL-6.opsf; occupancy category 11; exposure i enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lum ber DOIL-1.60 plate grip DOL-1,33, 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 444 lb uplift at joint B and 444 lb uplift at joint H. 4) Truss shall be fabricated per ANSI/J-PI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard 74, 00 C) Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902T8 JUU I runs 53906902 H9 n entex ROO'I`_TRUSS rid ngton, NC 27215, left Kerr 5.000 s Feb 20 2063 MiTek Industries, Inc. Wed Apr 23 06:31:00 2003 I It-0-T 6-5-3 0 44 - 11" _'1_ A' 17-0-0 19 0-0 24-1-2t1-0-0 6-5-3 5-5-10 5-1-2 2-0-0 5-1-2 5-5-10 6-5-3 1-0-0 Scale - I 5.00 riff 5A -z 5X6 E F 3x6 -z 3X8 9-3-14 9-3-14 Plate Offsets XY D040030 - 0 - :0-30 0-04LIP: LOADING (psf) SPACING 2-0-0 CS1 TOLL 20.0 Plates Increase 1.25 TC 0,42TCDL10.0 Lumber Increase 1.25 BC 0,70BCLL0,0 Rep Stress incr YES WB 0.74BCDL10,0 Code FBC2001 Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No,3 REACTIONS (lb/size) B-1497/0-3-8, 1-1497/0-3-8 M L K 5X12 = 3X0 3X6 6_6_2 8-8-2 ti 3x7 36-0-0 9-3-14 DEFL in loc) Well PLATES GRIP Vert(ILL) 0,17 M >999 TL20 245/493 Vert(TL) -0.38 M-0 >999 Horz(TL) 0.13 1 n/a I st LC LL Min Well - 240 Weight: 185 lb BRACING TOP CHORD Sheathed or 3-3-6 oc purlins, BOT CHORD Rigid ceiling directly applied or 7-1.9 oc bracing. Max Harz B-178(load case 5) Max UpliftB--434(load case 4),I--434(foad case 5) FORCES (11h) - First Load Case Only TOP CHORD A-B=22,B-C=-3054,C-D--2770,D-E--1944,F-G--1944,G-H--2770,H-1--3054,1-J-22,E-F--1809BOTCHORD8-0-2759, N-0-2275, M-N-2275, L-M-2275, K-L-2275, I-K-2759WEBSC-0-353, D-0-484, G-K-484, H-K-353, E-M-523, F-M-523, G-M-693, D-M--693 NOTES (5) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 1 10mph; h-25ft;"TCDL-6.Opsf; BCDL-6.0psf; occupancy category 11; exposure 3; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical tell and right exposled;Luniber DOL-1,60 plate grip DOL— 1.313) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 434 lb uplift at joint B and 434 lb uplift at joint 1, 5) Truss shall be fabricated per ANSI/TPl 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of Individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verity all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibilit) for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard fz hAl toV) Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H9 if 153906902 J 1-110 rilveisal Forest iruss lype Qty Ply RO 1 U, ngton, ICentex- 0[lando/2509- Re - fe )__ Reference Lqp lonal luslries, Inc, Wed Apr 23 08.31:01 2003 Page 0 07-0 1- 0-0 65-3 5-5-10 3-1-2 6-0-0 3-1-2 5-5-10 6-5-3 1-0-0 Scale - 1:6 5X6 = 5.6 E F U rq M L K 3x6 = 3X8 mm 500 == 3X8 3X6 U7 = 8- 0-0 9- 3-14 8 8-2 8-6-2 9-3-14 4], L kL LOADING ( psf) SPACING 2-0-0 GSI DEFIL in (Inc) I/defl PLATES GRIP TCLL20.0 Plates Increase 1,25 TC 0.41 Vert(LL) -0.17 M >999 TL20 245/193 TCDL10.0 Lumber increase 1.25 BC 0.70 Vert(TI-) -0,38 M-0 >999 BCLL0.0 Rep Stress Incr YES W13 0.65 Horz(TL-) 0,13 1 n/a BCDL10.0 Code FOC2001 Matrix) 1st LC LL Min Weft - 240 Weight: 184 lb LUMBER BRACING TOPCHORD2X4SYPNo.2 TOP CHORD Sheathed or 3-3-7 oc purlins, BOTCHORD2X4SYPNo,2 BOT CHORD Rigid ceiling directly applied or 7-5-5 oc bracing. WEBS2X4SYPNo.3 REACTIONS ( lb/size) B-1497/0-3-8, 1-11497/0-3-8 Max Horz B--1 59(load case 5) Max UpliftB--413 (load case 4), 1--413(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD A-B-22, B-C--3060, C-D--2768, D-E--1980, F-G-1980, G-1-1-2768, H-1-30150, I-J-22, E-F--2018 BOTCHORDB-0-2766, N-0-2262, M-N-2262, L-M-2262, K-L-2262, I-K-2766 WEBSC-0-371, D-0-496, G-K-496, H-K--371, E-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: ASCE 7-98 per FBC2001; I I Ornph; h-25ft; TCDL-6,0psf; BCDL-6,0psf; occupancy category 11; exposure 0; enclosed;MWFRS gable end zone; cantileverleftandrightexposed ; end vertical left and light exposed;Lurnber DOL-1.60 plate grip DOL-I 33. 3) Provide adequate drainage to prevent water ponding. 1) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 ib uplift at joint B and 413 lb uplift at joint I. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Providebracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does notreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verity all design information on this sheet for conformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility forthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner, OAD CASES) Standard CD co Z I! WJI$, I IIMot all Jon I russ iruss lype I I Qty Ply Centex-Orlando/2509-A/jsk/3-3 i -33t 53906902 HII ROd "ott'i"10, 1111134"i"14" I4'46 Job _Retei ence LopUniversalTor _ est Products, In _ c., Burlington, NC 27215, Jeff Kerr 5,000 s Feb 20 2003 MiTek-Industri-e—s, Inc. Wed Apr 23 08:31:01 2003 Page 1 1-0 5 3 13-0-0_ -0- 1-0-0 6-5-3 6-6-13 10.0-0 6-6-13 6-5-3 1-0-0 Scale - 1:61 ca 5X6 = 20 11 6 N M 1- K 'i 3x7 3x6 = 3x8 3X8 3x8 = 34 w __U_L -- ------- 9-3-14 6-8-2 8-8-2 9-3-14 0,0-241 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) f/dell PLATES GRIP TOLL20.0 Plates Increase 1,25 TC 0,40 Vert(LL) 0.18 L >999 TL20 245/193 TCDL10,0 Lumber Increase 1.25 BC 0.70 Vett(TL) -0.39 L-N >999 BCLL0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.13 H n/a BCDL10,0 Code FBC2001 (Matrix) 1st LC ILL Min I/defl - 240 Weight: 173 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No2 TOP CHORD Sheathed or 3-3-10 oc purlins, BOTCHORD2X4SYPNo,2 BOT CHORD Rigid ceiling directly applied or 7-9-8 oc bracing. WEBS2X4SYPNo,3 REACTIONS ( lb/size) 13- 1497/0-3-8, H- 1497/0-3-8 Max Herz B_- 141 (load case 5) Max UpI if tB--389 (load case 4), H--389(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD A-B=22, B-C-3068, C-D-2766, F-G-2766, G-H-3068, H-1-22, D-E-2362, E-F--2362 BOTCHORDB-N-2775, M-N-2171, L-M-2171, K,L-2171, J-K-2171, H-J-2775 WEBS C-N-394, D-N-552, F-J-552, G-J-394, E-L-251, D-L-282, F-L-282 NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7.98 per FBC2001; 1 10mph; h=25ft; TCDL=6,Opsf; BCDL.B4Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantileverleftandrightexposed ; end vertical left and right exposed; Lumber DOL-1,60 plate grip DOL-1,33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 lb uplift at joint B and 389 lb uplift at joint H. 5) Truss shall be fabricated per ANSI/TPl 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Providebracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does notreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verity all design information on this sheet for conformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility forthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrativeput -poses only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard o 00 R n C:) Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job; 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H1 1 61 153906902 1 H12 uss I ype st Flnoduct4,lnc., Burlington, NC Job Reference _(qptional) s Feb 20 2003 MiTek -Industries, ric. Wed Apr 23 08:31:02 2003 Page 11 -0-0 1-0-0 6-53 4-6-13 14-0-0 4-6-13 6-5-3 1-0-0 Scale - 1:61 5X6 = 2x3 11 SO =z N M L K i 3x7 M 3X8 = 3X8 = 3x8 3X6 36-0- 9-3-14 8-8-2 8-6-2 9-3-14 Plate OffsetsY)- D_0 3 010 2-41 LOADING ( psi) SPACING 2-0-0 GSI DEFL in (lor) I/defl PLATES GRIP TOLL20.0 Plates Increase 1,25 TC 0.43 Verl(I-L) 0.22 L 999 TL20 245/193 TCDL10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) 0,43 L-N 999 BC1-L 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0,13 H n/a BCDL10,0 code FBC2001 Matrix) 1 st LC LL Min Well - 240 Weight: 169 lb LUMBER TOP CHORD 2 X 4 SYP No,2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP Ffo.3 REACTIONS ( lb/size) B-1497/0-3-8, H-1497/0-3-8 Max Horz B-- I 22(load case 5) Max UpliftB--382(load case 2), 1-1-382(load case 3) BRACING TOP CHORD Sheathed or 3-3-3 oc purlins, BOT CHORD Rigid ceiling directly applied or 7-10-3 oc bracing. FORCES ( lb) - First Load Case Only TOP CHORD A-13-22, B-C--3044, C-D--2779, F-G--2779, G-H-3044, H-1-22, D-E--2825, E-F--2825 BOTCHORDB-N-2747, M-N-2368, L-M-2366, K-L-2368, J-K-2368, H-J-2747 WEBS C-N--309, D-N-432, F-J-432, G-J-309, E-L--443, D-L-547, F-L-547 NOTES ( 5) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC200 1; 1 10mph; h-25ft; "I'CDL-6,Opsf; BCDL-6,Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantileverleftandrightexposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1,33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 382 lb uplift at joint B and 382 lb uplift at joint H. 5) Truss Shall be fabricated per ANSIfTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise rioted. Providebracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does notreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all design information on this street for conformancewithconditionsandrequirementsofthespecific, building and governing codes and ordinances. The truss designer accepts no responsibility forthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner, LOAD CASE(S) Standard QD ILI N Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902F 53906902 Universal Truss Iruss type H 13 „w-J-IIf? ucts,lnc., Burlington, IQty F Im-,r #f"m- I 1 1 5, Jeff Kerr 5.000 s Feb 20 luao rtererence {opuonal—_. _----- _ ek Industl les, Inc. Wed Apr 23 08 31 :02 2003 Page 9-0-0 15-0-0 21-0-0 27-0-0 30 2 15 3G0-0 7-0 1-0.0 5-9-1 3-2-15 6-0-0 6-0-0 6-0-0 3-2-1 5 5.9-1 1-0-0 Scala - 1:6 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 5x6 = 3x6 = 5x8 = 6x6 = U N 3x8 = 300 MII1811= 9-1 _12.__..._.._.___._-- 9-1-12 310-4 1Q3QQ24j jF_0400-330J,(G:0_ 0 -2-1 SPACING 2-0-0 CSI Plates Increase 1.25 TC 0.36 Lumber Increase 1.25 BC 0,80 Rep Stress Incr YES W B 0,79 Code FBC2001 Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP Na.2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-1497/0-3-8, 1-1497/0-3-8 M L K 3x7 == 3x6 =: 300 Mlr181-= 3x8 = 8-10-4 9-1-12 DEFL in (loc) I/defl PLATES GRIP Vert(LL) 0,28 M 999 TL20 245/193 Vert(TL) 0.52 K-M 826 Horz(TL) 0.15 I n/a i st LC LL Min Well - 240 Weight: 169 lb BRACING TOP CHORD Sheathed or 3-3-7 cc purlins. BOT CHORD Rigid ceiling directly applied or 6-6-14 oc bracing t 6 Max Herz B--104(load case 5) Max Uplift B®-413(load case 2), 1--413(load case 3) i FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-3067, C-D--2613, D-E--2592, E-F--3350, F-G-2592, G-H--2813, H-1 -3Q67, I-J-22BOTCHORDB-0-2771, N-0-3284, M-N-3284, L-M-3284, K-L-3284, I-K-2771WEBSD-0-788, G-K-788, C-0 -252, H-K--252, E-0-825, E-M-106, F-M-106, F-K--825 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 110mph; h-25ft; TCDL-6.Opsf; BCDL-&Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water pending, 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint B and 413 lb uplift at joint I. 6) Truss shall be fabricated per ANSI/TPi 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing where indicated and within 4" of interior joints. Bracing indicated onthissheetistoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances, The trussdesigneracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part oftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard Customer11045O" +53906902 Uty Illy Centex -Ursa4 539013902 1 FLIP1114 Inc., tluilington, NU 21215, Jeff Kerr s Feb 20 2003 Mi n_9 -e co p (Ion Inc. Wed 23 08:31:03 2003 Page 7 - ,q0, - 6 - 4 16-0-0 -0 36-0-0I -111--_____i----------" 1-0-0 4-6-5 2-5-11 5-6-14 5-5-2 5-5-2 5.6-14 2-5-11 4-6-5 1-0-0 Scale - 1:61, 7X10 , 5,1)0 11 - D 5X6 W H 5X8 5x6 = 7x10 E F Q H I U P N M 5XI0 -- 5X6 = 5x6 7x10 Mlllffli= 5X6 = 5X6 7-1-14 I - 2-6-_- 1 - 4 10 0-0 -- 23-5-2 6-0-0 7-1-12 5-5-2 5-5-2 5-5-2 5-5-2 7-1-12 q:0-2-7E cfge,JP,0qj2 -4-0], :0-3-1 2 -5-o _,_:4 01. [K -4-81dge,10:0 0 LOADING (pst) SPACING 2-0-0 TOLL CS1 DEFL in loc) Weft PLATES GRIP20XPlatesIncrease1.25 TCDL 10'0 Lumber Increase 1.25 TC 0.79 BC 0.77 Vert(LL) 0.81 0 >529 TI-20 245/193 BOLL 0.0 Rep Stress Incr NO WB 0.74 Vei t(TL) -1,16 Horz(TL) 0.21 0 >370 K n/aBCDL10.0 Code FBC2001 Matrix) 1 st LC LL Min Well - 240 Weight: 221 lb LUMBER BRACINGTOPCHORD2X4SYPNo.2 *[-:xcept* TOP CHORD Sheathed or 1-9-8 oc pril-lins. T3 2 X 6 SYP No-2, T2 2 X 6 SYP No.2 BOT CHORD 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 4-4-2 oc bracing, WEBS 2 X 4 SYP No,3 *Except* WI 2 X 4 SYP No,2, W1 2 X 4 SYP No.2 Wi 2 X 4 SYP No.2, WI 2 X 4 SYP No.2 REACTIONS (lb/size) K-3079/0-3-1 0 (input: 0-3-8), B-3079/0-3-1 0 (input: 0-3-8) Max Horz B--86(load case 5) Max UpliftK--1 129(load case 3), B--1 076(load case 3) FORCES (1b) - First Load Case Only TOP CHORD A-B-26, B-C--7065, C-D--6987, D-E=-9397, E-F--10284, F-G--102B4, G-H--10284, H-1--9397, 1-J--6987, J-K--7065, K-L-26BOTCHORDB-Q-6456, P-0-6499, O-P=9394, N-0-9394, M-N-6499, K-M-6456WEBSD-Q-290, I-M-290, C-Q=34, D-P-3247, E-P-1253, E-0-1001, F-0--687, H-0-1001, H-N--1253, I-N-3247, J-M-34 NOTES (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001 I 10rnph; h-25ft; TCDL-6,Opsf; BCDL-6,0psf; occupancy category 11; exposure 8; enclosed;MWFRS gable end zone; cantilever left and right exposed end vertical left and right exposed;LLimber DOIL-1.60 plate grip DOL-1,33. 3) Provide adequate drainage to prevent water ponding, 4) All plates are TL20 plates unless otherwise indicated. 5) WARNING: Required hearing size at joint(s) K, B greater than input bearing size, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding I 129 lb uplift at joint K and 1076 lb uplift at joint B. 7) Girder carries trip end with 7-0-0 end setback 8) Special hanger(s) or connection(s) required to support concentrated load(s) 385.O1b down and 31 O.81b up at 29-0-0, and 385.Olb down and 310.81b Lip at 7-0-0 on top chord. Design for unspecified connection(s) is delegated to thebuildingdesigner. 9) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints, Bracing indicated onthisstreetistoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to aspecificbuilding. Any references to job names and locations are for administrative purposes only and are not part oftherevieworcertificationofthetrussdesigner, LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Inmease-1,25 Uniform Loads (pit) Vert: A-D-150.0, D-6-130,15, I-L--60,0, B-K--415 '-p Concentrated Loads (IL Vert: D--385,0 6-385.0 00 U) Z) CD Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop NO: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H1 4 Job Truss T-rus- s-- Type-__ 53906902 HJ7 ENDJACK TRUSQ, ii ie vrasForest Pi od uc t sI nc - 0 uiI - li r i ton, N C S Jeff Kerr --5, 0--0- 0--s 1- 6-8 3. 54 E LOADING ( psf) TCLL 20,0 TCDL 10,0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 125 Lumber Increase 1,25 Rep Stress Incr NO Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No,2 BOT CHORD 2 X 4 SYP No2 WEBS 2 X 4 SYP No.3 5- tt-3 5- 8-3 CS1 TC 0,37 BC 0.40 WB 0.26 Matrix) Ply Centex -Or 49bRefer( 2003 MiTek lnclustrle: U4 9- A/isk/3-31 e ( optiona nc, Wed Apr 23 9_ 10_1 4- 1-13 W21 wi G 20 11 Scala — 1; 18 D FA F E 2x3 - DEFIL in loc) I/defl PLATES GRIP Vert( LL) 0.03 F-G 999 TL20 245/193 Vert( TL) 0,06 F-G 999 Horz( TL) 0,01 E n/a 1st LC LL Min Weft 240 Weight: 40 lb BRACING TOP CHORD Sheathed or 6-0-0 oc pudins. BOTCHORDRigidceilingdirectlyappliedor 10-0-0 oc bracing REACTIONS ( lb/size) B-435/0-3-6, E-408/Mechanical, D-222/Mechanical Max Herz B-1 93(load case 4) Max Uplift B-242(load case 2), E-64(load case 3), D_-1 79(load case 5) FORCES ( lb) - First Load Case Only TOPCHORDA-B=24, B-C-858, C-D-46 ROT CHORD B-G-800, F-G-800, E-F-0 WEBS C-G-169, C-F--877 NOTES ( 3) 1) Wind: ASCE 7-98 per FBC2001: I I Omph; h-25ft; TCDL-6,Opsf; BCDL.6,0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantileverleftandrightexposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33, 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 242 lb uplift at joint B, 64 lb uplift at joint E and 179 lb uplift atjointD. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Providebracingwhereindicatedandwithin4" of interior- joints, Bracing indicated on this sheet is to reduce buckling of individual members only and does notreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all design information on this sheet for conformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility forthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner, LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1,25 Uniform Loads (pit) Vert: A-B-60.0 Trapezoidal Loads (pit) Vert: 13.0.0-10-E-49.5, B-2.2-to-D-148,5 A Cc 00 C:) 0 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 539069 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902HJ7 I Jou 1 russ 53906902 EJ7 Universal Forest Product,Jnc,, 1,0_0 I Truss Type ROOF TRUSS ngton, NC 27215, Jeff Ketr 3x4 7-- City Ply lCentex- 25 1 lJob Reference (opIianal)____ 5, 000 s Feb 20 2003 M i Tek-1 n-d'u-s-t-ne's-, Inc. -W e d-Apr 23 31:03 2003 Page Scale . 1: LOADING ( psf) SPACING 2-0-0 CS1 DEFL in loc) I/cfelf PLATES GRIP TCLL20.0 Plates Increase 1.25 TC 0.59 Vert(LL) n/a n/a TL20 245/193 TCDL10.0 Lumber Increase 1,25 BC 0.21 Vert(TIL) 0.17 A >80 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TI-) -0.00 C n/a BCDL10,0 Code FBC2001 Matrix) 1st LC 1-1- Min I/defl - 240 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, BOTCHORD2X4SYPNo,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) C-198/Mechanical,B=346/0-3-8,D-68/MechanicaI Max Harz B-1 59(load case 5) Max UplifIC--165(load case 5), B-75(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD A-B-22, B-C-62 BOT CHORD B-D=O NOTES ( 3) 1) Wind: ASCE 7-98 per FBC2001 11 Omph; h-25f1; TCDt--6,Opsf; BCDL-6,Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone, cantileverleftandrightexposedendverticalleftandrightexposed;Lumber DOL-1.60 plate grip DOL-1.31 2) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 165 lb uplift at joint C and 75 lb uplift at joint B. 3) Truss shall be fabricated per ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Providebracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does notreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all design information an this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances, The truss designer accepts no responsibility forthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner, LOAD CASE(S) Standard JJ 0 C::) Z Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902E:J7 runs Truss Type y-- bty-- P-1 -C--e--n-t-e—x-Oilanda/2509-A/jsk/3-31-3 53906902 H18 1 1 1 1 Job Reference _(qpiffc nLil) UniversalFrBurlington, NC 27215, Jeff Kerr 5,000 s Feb 26 266iMITek Industries, Inc. Wed Apr 23 08:43:25 2003 Page 1- 0-0 5-10-8 1-1-8 5X4 = Scale - 1:1 2x3 it rxs II Lx3 II 3x4 6- 11-4 TWO 11- 0 -0-12 LOADING ( psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP TCLL20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.07 B-H >999 TL20 245/193 TCDL10.0 Lumber Increase 1.25 BC 0,36 Vert(TL) -0.19 B-H >436 BCLL0.0 Rep Stress Incr YES WB 0,08 , Horz(TL) 0,04 E n/a BCDL10,0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 30 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals, BOTCHORD2X4SYPNo.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEDS2X4SYPNo.3 REACTIONS ( lb/size) B-346/0-3-8,F--126/Mectiaiiical,E-392/Mer-lianicaI Max Herz B-1 48(load case 3) Max UplittB--1 56(load case 4), F-A 26(load case 1), E--48(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD A-B-22, B-C-84, C-D-2, D-E-0, D-G-592 BOT CHORD B-H-25, G-H-0, F-G-0 WEBS C-H--419 NOTES ( 4) 1) Wind: ASCE 7-98 per FBC2001; I 10rnph; h-25ft; TCDL-6.0psf; BCDL-6.0psf; occupancy category 11; exposure 8; enclosedJvlWFRS gable end zone; cantileverleftandrightexposed ; end vertical left and right exposed;Lurriber DOL-1.60 plate grip DOL-1.33. 2) Provide adequate drainage to prevent water ponding, 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 156 lb uplift at joint B, 126 lb uplift at joint F and 48 lb uplift a jointL. 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 rioted. Providebracingwhereindicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does notreplaceelectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all design information on this sheet for conformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances, The truss designer accepts no responsibility forthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner, LOAD CASE(S) Standard J 0 ' M U CL CD Z Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 5390-6- Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902H1 8 1 JQD I russ 53911902 1119 111 -- Universal Forest Pro 1-0-0 A'1 LOADING (psf) TOLL 20,0 TCDL 10.0 BOLL 0.0 BCD1- 10.0 Truss Type NA c., Burlington, NC 272115, Jeff Kerr 3-10-6 3x4 = SPACING 2-0-0 CS1 Plates Increase 1.25 TC 0,27 Lumber Increase 1.25 BC 0,76 Rep Stress Incr YES W13 0,04 Code FBC2001 Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP N0.2 WEBS 2 X 4 SYP No.3 1 11 5,000 s Feb 20 REACTIONS (lb/size) B-34610-3-6, F--83/Mechanical, E-346/Mechanical y Centex-Orlando/2509-A/JsK/3-31 -3' Job Reference (optional) WedApr23 08:31 ;04 2003 Page I scale 1: 13,( 5X4 = DEFIL in loc) I/defl PLATES GRIP Vert(LL) 0.18 B-H >442 TI-20 245/193 Vert(Tt-) - 0,33 3-H >249 Horz(TL) 0,14 E n/a 1st LC LL Min I/detl — 240 Weight: 27 lb BRACING TOP CHORD Sheathed or 6-0-0 ac purlins, except end verticals. BOT CHORD Rigid coiling directly applied or 10.0-0 oc bracing. Max Horz B-I 02(load case 3) Max UpliftB-- 1 49(load case 4), F--83(load case 1), E--75(load case 3) Max GravB- 346(load case 1), F-9(load case 4), E-348(load case 1) FORCES (1b) - First Load Case Only TOP CHORD A-B-22, B-C-71, C-D-0, D-E-0, D-G-297 BOT CHORD B-H-20, G-1-1-0, F-G-0 - WEBS C- H--226 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; I I Orriph, h-25ft; TCDL-6.0psf; BCDL-6,0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever leftandrightexposed ; end vertical left and right exposed;Luniber DOL-1 .60 plate grip DOL-1 .33, 2) Provideadequatedrainagetopreventwaterpending. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 lb uplift at joint B, 83 lb uplift at joint F and 75 lb uplift at joint E. 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 replaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign, Building Designer shall verify all design information on this sheet lot - conformance with conditions and requirements of the specific building and governing codes and ordinances, The truss designer accepts no responsibility for thecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner, LOAD CASE( S) Standard CD All ilk RMINGROMM Qty I ply 0 11 tax -0 rl ando/2509 -A/isk/3 -31 -3 53906902 G17 tob Rofeietice (PILtilirolytil) Universal Forest Products,hic,, Rork iglon, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTok Industries, Inc. Wed Apr 23 09:17,36 2003 7-14 8 7-15 10-8-1 12-8-2 14-8-3 16-10-0 4 0 2-6-0 2-1-13 2-0-1 2-0-1 2-0-2 2-0-1 2-0-1 2-1-13 2-6-0 Scale: 5, 00 12 5xa 3X8 = 3X8 2X3 3x0 = 3x8 == 5X8 G D Urt F G H IN q A LJ R Q P s 0 N I M L K 30 11 5X6 = 7x6 5x6 = 5x12 = 7x6 = 5X6 = 3x6 11 5x6 2"T_12 4 7 6-7-14 -15 -8 -_8 4l___ ___ _,__ __ i ...... IQ_ t 2-7-12 2-0 1 2-0-1 2-0-1 2-0-2 1-7-15 0-4-2 2-0-1 20-1 0-0-4 2-7-8 Plate Offsets (X,Y) '(A 0' 3--6-,0-0-0] ffi-------------------- JE :0-5-12,0-2-8], [C:0-3-8,0-1 -8], [D:0.3-8,0-1 -B], [E:0-3-8,01--8],-[(3:03-8,0-1-8], ____1[ 1:0 6-0,0-2-8], [J:0-3-6,0-0-0], [M:( LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) Well PLATES GRIPTCLL20,0 Plates Increase 1,25 TC 0,78 Vmt(LL) 0.54 N-0 >420 TL20 2451193TCDL10.0 Lumber Increase 1,25 BC 0.92 Vert(TL) -0.85 N-0 >270BCLL0.0 Rot) Stress InGr YES WB 0,62 Horz(TL) 0.07 J n/aBCDL10.0 Code FBC2001 (Matrix) 1st LC LL Min Well 240 Weight: 454 Jb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 'Except' TOP CHORD Sheathed or 4-1-9 oc purlins. T2 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, ROT CHORD 2 X 6 SYP SS WEBS 2 X 4 SYP No.2 REACTIONS (lb/size) A=7994/0-3-6, J=5903/0-3-8 Max Harz A=21 (load case 4) Max Upli[[A-2713(load case 2), 6-1995(joa(f case 3) FORCES (lb) - First Load Case OnlyTOPCHORDA-B=-17555, B-C=-26432, C-D=-33583, D-E=-37439, E-F=-36512, F-G=-36512, G-H=-34015, H-1=-24179, I-J=-14664ROTCHORDA-R=16310, Q-11=1 6606, P-0=26431, P-S=33563, O-S-33563, N-0=37439, N-T=34015, M-T=34015, L-M=24178, K-L=13691, J-K-13621WEBS13-11-1902, I-K-453, B-Q=10697, C-Q,-3284, C-P-7867, D-P-1935, D-0-4252, E-0=152, E-N=-1021, F-N=-29, G-N=2753, G-M-1349, 1-1-M=10649, Fl-L=-4693, 11=1 1418 IM NOTES (10) 1) Special hanger(s) or connections) required to support concentrated load(s) 65,01bdown and 22,31b up at 16-10-0 on top chord, and 3075.01le down and 1057.Olb Lip at12-4-0, and 22,01b down and 7,61k) Of) at 16-8-8onbottom chord. Design for unspecified connection(s) is delegated to the building designer. 2) Special connection required to distribute bollorn chord loads equally between all plies. 3) 4-ply truss to be connected together will, 16d CorTlrion(,162"x3,5") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, Bottom chords connected as follows: 2 X 6 - 4 rows at 0-4-0 oc, Webs connected as follows: 2 X 4 - I row at 0-9-o oc, Attach chords with 1/2 inch diameter bolts (ASTM a-307) with washers at 2-0-0 on center. Special hanger(s) or connections) required tosupport concentrated load(s) 65,011bdown and 22.31b up at 16-10-0 on top chord, and 3075,01b down and 1057ffb up at 12-4-0, and 22,01b down and 7.61b Lip at 16-8-8onlooltorrichord. Design (Or unspecified connection(s) is delegated to [110 building designer, 4) Unbalancedroofliveloadshavebeenconsideredforthisdesign- s) Wind: ASCE 7-98 per FBC2001 ; 1 lornph, h=251t; TCDL=6,0psf; BGDL= 6.0psf; occupancy category 11; exposure B; en(,,Iosed;MWFRS gable end zone; cantilever left and right exposed : end vertical left and right oxpo%ed;[_Urnber DOL-1.60 plate grip DOL=1,33, 6) Provideadequatedrainagetopreventwaterpending. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2713 In uplift at joint A and 1995 lb uplift at jointJ. 8) This truss design allows for the following niax, bolt holos along the member chines spaced a min. of 0-6-0 apart: 0.500in in the top chord, 0.500in in the bottom chord, 9) Special hanger(s) or conneclion(s) required to support concentrated load(s) 65,01b down and 22,31b, up at 16-10-0 on top chord, and 3075.011) (town and 1057,01b up at 12-4-0, and 22.Olb down and 7.61b up at 16-8-8 on bottom chord, Design for unspecified connection(s) is delegated to the building designer. 10) Truss shall 6e fabricated per ANSI/TPI 1-95 qualify requirements. Plates shall be of size and type shown and centered at joints unless otherwisenoted. Provide bracing where indicate(] and within 4" of interior joints, Bracing indicated an this sheet is to reduce buckling ofindividualmembersonlyanddoesnotreplaceorectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designershallverityalldesigninformationonthisshootforconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design informationasitmayrelatetoaspecificbuilding. Any references to job names and locations are for administrative purposes onlyandarenotpartoftherevieworcertificationofthetrussdesigner, LOAD CASE( S) Standard 1) Regular: Lumber nrroaso l .25, Plate Increase=1 .25 Uniform Loads ( pit) Ved A, B--60,0, B-D=-60.0, Dd=-98.0, 1 j=-60 0, A-S-734.0, S-T=-746M, K-T-34,0, J-K=-20,0 Concentrate(] Loads (11h) Vert: 1=- 65.0 K=-22.0 T=-3075,0 oo cD Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902G17 Job Truss Truss Type Qty- ----- - Ply ex-Oulando/2509- js 3-31-3 53906902 HJ2 J'Ne' I II ___ Job Ref-e-rorLeecup-tional) ------ niversal Forest ProduOsjnc, Burlington, 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 06:31:05 2003 Page 1-5-0 3-5-11 C Scale 3,F>4 I ff 0 Ti 9M 3x4 -_ D 3-5-1 LOADING psf) SPACING 2-0-0 t CS1 DEFIL in loc) Well PLATES GRIPTOLL20.0 Plates Increase 1,25 TC 0,16 Vert(LL) n/a n/a TL20 245/193TCDL10.0 Lumber Increase 1 -25 BC 0,03 Verl(TL) 0.04 A 446BOLL0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 C n/aBCDL110,0 Code FBC2001 Matrix) 1st LC LL Min Well 240 Weight: 13 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP NO,2 REACTIONS (Ih/size) C-39/Mechanical, B-159/0-3-8, D-20/Mechanical Max Horz 13-63(load case 2) Max UpliftC--38(load case 5), B-173(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-13-22,13-C-17 BOT CHORD B-D-0 BRACING TOP CHORD Sheathed or 3-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; I I Omph; h-25ft; TCDL—B4Opsf; BCDL—B,Qpsf; occupancy category 11; exposure B; enclosed;MWFHS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1,33, 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 38 lb uplift at joint C and 173 Ib uplift at joint B. 3) Truss shall be fabricated per ANSI/TP 1 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativeput -poses only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1,25, Plate Increase-1,25 Uniform Loads (pit) Vert: A-B-60.0 Trapezoidal Loads (plf) Vert: B--2A-to-C--55,7, B-0,0-to-D-18.6 Customer No: 11045 Customer Name: pCENTEXHOMESORLANDO ' ShoNo: 53906902 Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902HJ2 russ 1 Fruss Type I My 153906902 JEJ2 I-- -- ___ Reference optional), lington, NC-2721-,j6jf--j-Industries, Inc. Wed AprKerr5M00sFeb202003Mffek-qpt Scale . 1;7, 0-0 12 LOADING (psf) SPACING 2-0-0 C-SI DEFL in (loc) Well PLATES GRIPTOLL20,0 Plates Increase 1.25 TC 0.08 Verl(ILL) n/a - n/a TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.02 Vert(TL) 0.01 A >999BCLL0,0 Rep Stress Incr YES WB 0,00 Horz(TL) -0.00 C n/aBCDL10,0 Code FBC2001 (Matrix) I st LC LL Min I/defI - 240 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 2-6-0 oc pui lins, BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C-52/Mecharlical, B-1713/0-3-8, D-23/Mecharilcal Max Horz B-62(load case 5) Max UpliftC--54(load case 5), B--87(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22,B-C-16 BOT CHORD B-D-0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; I I Oirlph; h-25ft; TCDL--6,Opsf; BCDL-6,opsf; occupancy category 11; exposure B; ericlosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed; 1-Uniber DOL-1,60 plate grip DOL-1,33, 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint C and 87 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpailoftherevieworcertificationofthetrussdesigner, LOAD CASE(S) Standard X 101 CD C-D j. Customer No: 11045 CLIstomer Name: CENTEX HOMES ORLANDO S ho p NoContractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902EJ2 Our) ' I u ss Iruss lype 539013902 G15 . . . . . . Universal Forest Products,Inc, Burlington, NC 27215, Jeff Kerr 5,000 S 2-6-0 2,-0,0----- Uentex-Url ando/2b U Y -A/j SK/3 Job Reference if), ek Industries, Inc. Wed Apr 23 2x3 11 2-0-0 0-6-0 PIate qffsets ffy): _[Am:Q-3-0,0-2-121 LOADING (psf) SPACING 2-0-0 Gs I DEFIL in loc) WellJCLL20.0 Plates Increase 1.25 TC 0.08 Vert(I-L) 0.00 A-C 999TCD1- 10.0 Lumber Increase 1.25 BC 0,11 Vert(TL) 0,00 A-C 999BCLL0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0,00 C n/aBCDL10.0 Code FOC2001 Matrix) 1st LC LL Min I/defl 240 LUMBER TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 6 SYP No2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) A-141/0-3-8, C-366/Mechanical Max Horz A-51 (load case 3) Max UpliftA--33(load case 4), C--1 02(load case 5) FORCES (lb) - First Load Case OnlyTOPCHORDA-B-21, B,C--66 BOT CHORD A-D-0, C-D-0 PLATES TL20 Weight: 11 lb Scale - 1 J. GRIP 245/193 BRACING TOP CHORD Sheathed or 2-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, NOTES (4-5) 1) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-25ft;'FCDL-6.Opsf; BCDL-6.opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lurriber DOL-1 .60 plate grip DOL-1,33, 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 lb uplift at joint A and 102 lb uplift at joint C. 3) Special hanger(s) or connection(s) required to support concentrated load(s) 331.0lb down and 11 3,61b up at 2-0-0 on bottom chord. Design forunspecifiedconnection(s) is delegated to the building designer. 4) Truss shall be fabricated per ANSI/TPI 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 onthissheetistoreducebucklingofindividualmembersonlyanddoesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The trussdesigneracceptsnoresponsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job narnes and locations are for administrative purposes only and are not part oftherevieworcertificationofthetrussdesigner. 5) L26R: Right end may be attached to 2x6 SoYine or larger BC of two or more ply girder truss with Simpson LUS26 oreq. Follow Simpson instructions for Installation, OAD CASE(S) Standard I) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: A-C--20,0, A-0-60.0 Concentrated Loads (Ilb) Veit: D--331,0 A C-D Z Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902G1 5 Job Truss 53906902 HJ3 I truss lype JACK ct!iJi-rc., Burlington, NC 272 cityI Ply Cent,,, 2 ' ' a ob—o—JobsFeb202003MiTekIndust He I dust es, Inc. Wed Apr 23 08: M lE 3x4 = LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0,0 Rep Stress Incr NO BCDL 10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No,2 3-54 112- T1 sm H cScale - D CS1 DEFIL in 10G) I/clefl PLATES GRIPTCOA6Vert(LL) n/a n/a TL-20 245/193BC0,04 Vetl(Tl-) 0.05 A >367 WB 0.00 Horz(TL) -0.00 C n/a Matrix) 1st LC LL Min I/defl - 240 Weight; 15 lb BRACING TOP CHORD Sheathed or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (lb/size) C=67/Mechanical, B-171/0-3-8, D-28/Mechanical Max Harz 8-70(load case 2) Max UpliftC--56(load case 5), 13--178(load case 2) FORCES (lb) - First Load Case OnlyTOPCHORDA-B-22, B•C-19 BOT CHORD B-D-0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 1 10mph; h-25ft; TCDL-6.Opsf; BCDL-6,Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lurriber DOL-1,60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint C and 178 lb uplift at joint B. 3) Truss shall be fabricated per ANS IfTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for, conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding, Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner, OAD CASE(S) Standard 1) Regular: Lumber Increase=1,25, Plate Increase-1,25 Uniform Loads (pit) Vert: A-13-60,0 Trapezoidal Loads (pit) Vert: B-2.3-to-C--63,6, 13-0,0-to-D--21.2 ob Truss Truss Type ------- y y 53906902 EJ3 2 1 Job Reference(optional _ Product.9,1ric., Burlington, NC 27215, J off Kerr 5.000 s Feb 20 2003 Welk Industries, Inc, Wed Apr 23 08:31: niversal Forest -- scare: 1 3 0 0q LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIPTCLL20.0 Plates Increase 1,25 TC 0.08 Vert(LL) n/a n/a TL20 245/193TCDL10,0 Lumber Increase 1,25 BC 0,04 Vert(TL) -o.oi A >999BCLL0.0 Rep Stress Incr YES WB 0.00 Harz(TL) -o,00 C n/aBCDL10.0 Code FBC2001 (Matrix) 1 s t LC LL Min I/defl - 240 Weight: 11 lb LUMBER BRACINGTOPCHORD2X4SYPNatTOPCHORD Sheathed or 3-0-0 oc purlins. ROT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (Ilb/size) C-70/Mechanical, B-195/0-3,8, D-28/Meclianical Max Herz B-73(foad case 5) Max UpliftC--67(load case 5), B-64(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C-22 BOT CHORD B-D-0 NOTES (3) 1) Wind; ASCE 7-98 per FBC2001; 11 Omph; h-2511; TCDL-6.0psf; BCDL,.6.opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and light exposed ; end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1.33, 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 67 lb uplift at joint C and 64 lb uplift at joint B, 3) Truss shall be fabricated per ANSi/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verity all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances, The truss designer accepts no iesponslbillt} for the correctness or accuracy of the design Information as it may relate to a specific building. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. LOAD CASE(S) Standard Custorner No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902EJ3 Ouu uss 1 1 uss I ype city my Genlex- Ur1ando/2509-/VJsK/:3-31 -il 53906902 H1G HIP Job Reference 0 0 nall) Universal Forest Products,Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:3 1:06 2003 Page I 4-0-0 3-0-0 1-0-0 3-0-0 Scale - 11 5A 5x4 I 3x4 a 3x4 3-1 — - - 31 -12 3-1-12 LOADING (psi) SPACING 2-0-0 CSI DEFIL in loc) Well PLATES GRIPTCLL20.0 Plates Increase 1.25 TC 0,07 Vert(LL) , 0.01 F 999 TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.15 Vert(TL) 0.01 D-E 999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 D nJa BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well - 240 Weight: 25 lb LUMBER TOP CHORD 2 X 4 SYP No,2 BOT CHORD 2 X 4 SYP No2 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) A-331/0-3-8, D-331/Mechanical Max Horz A-29(load case 5) Max UpliftA--98(load case 4), D--98(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-572, B-C--497, C-D--572 BOT CHORD A-F-491, &F-497, D-E-491 WEBS B-F-52, C-E-52 BRACING TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; I 10mph; h-25ft; TCDL-6.0psf; BCDL-6,0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-11,33, 3) Provide adequate drainage to prevent water panding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint A and 96 lb uplift at joint D. 5) Girder carries trip end with 3-0-0 end setback 6) Special hanger(s) or connection(s) required to support concentrated load(s) 45.01b down and 36,31b up at 4-0-0, and 45,01b down and 36,31b up at 3-0-Iontopchord, Design for unspecified connection(s) is delegated to the building designer, 7) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted, Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this street is to reduce buckling of individual members only and does not replace erection and permanent bracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances, The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not Part Oftherevieworcertificationofthetrussdesigner, 8) Right end may be attached to 2x6 So. Pine BC of two or more ply girder truss with Simpson LUS26 or eq. FollowSimpsoninstructionsforinstallation. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (pit) Vert: A-13-60.0, B-C-70.13, C-D--60,0, A-D--23,5 Concentrated Loads (lb) Vert: 0--45,0 C-45,0 n, C j- LT Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 539069Q.-IContractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902Hl G wu u'5s I Uly I Ply Centex-Orlaiidc)/2509-A/jsk/3-31 -a 53906902 CJ5 ROOF TRUSS 6 1 Job Reference (qp iorjal) Universal Forest roducts,Inc,, Burlington, NC 27215, Jeff Kerr 5,000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:31:07 2003 Page 1100 10 -15 4-11 11 LOADING (psi) SPACING 2-0-0 CS1 DEFIL in loc) Well PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0,27 Vert(LL) n/a nJa TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0,05 A >263 , BCLL 0.0 Rep Stress Incr YES W B 0,00 Horz(TL) -0,00 C n/a BCDL 10,0 Code FBC2001 Matrix) 1st LC LL Min I/detl - 240 Weight: 17 lb LUMBER TOP CHORD 2 X 4 SYP No,2 BRACING TOP CHORD Sheathed or 4-11 -11 oc purlins. BOTCHORD 2 X 4 SYP No.2 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/Mechanical Max Herz B-1 15(load case 5) Max UpliftC--1 16(load case 5), B--77(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C-42 BOT CHORD B-D-0 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11 Ornph; h-25ft; TCDL-6,Opsf; BCDL-6,Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lurnber DOL-1.60 plate grip DOL-1.33, 2) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 116 lb uplift at joint C and 77 Ib uplift at joint B, 3) Truss shall be fabricated per ANSIfTPI 1-95 quality requirements, Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints, Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibilit) for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not pail of the review or certification of the truss designer, LOAD CASE(S) Standard J k- Z M Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902CJ5 153906902 ICJ3 Truss Type I ROOFT voisal Forest Products,lile, Durlington, N Q" I ply Centex Job Re 5,-6-0- -0-s Feb -2- 0 200- 3--M IT-ek-- Indus ren e es. Inc. , Wed Apr 23 08:31:07 2003 Page 1 A 2- T,11 11 0-0-12 scale - 1:7 LOADING (psf) SPACING 2-0-0 GSI DEFL in 10c) I/cletl PLATES GRIPTCLL20.0 Plates Increase 1,25 TC 0.08 Vert(LL) n/a n/a TL20 245/193TCDL10.0 Lumber Increase 1.25 BC 0.03 Vert(Tt-) -0,01 A >999BCLL. 0.0 Rep Stress iner YES WB 0,00 Horz(TL) -o,00 C n/aBCOL10,0 code FBC2001 Matrix) I st LC LL Min Well - 240 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOPCHORD Sheathed or 2-11 -11 oc purlins, BOTCHORD2X4SYPNo,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, RFACTIONS ( lb/size) C-69/Mecharlical, B-194/0-3-8, D-28/Mechanical Max Harz 0-73(load case 5) Max UpliftC--66(foad case 5), B--84(load case 4) FORCES ( 11b) - First Load Case Only TOP CHORD A-13-22, B-C-21 ROT CHORD B-D-0 NOTES ( 3) 1) Wind: ASCE 7-98 per FBC2001; I l0rnph; h-25ft;'TCDL-6.Opsf; BCD1--6,0psf; occupancy category It- exposure 13; enGIQsed;MWFR3 gable end zone; cantileverleftandrightexposed ; end vertical left and right exposed;Luniber DOL-1,60 plate grip DOC-1,33, 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint C and 84 Ib uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted, ProvidebracingwhereIndicatedandwithin4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does notreplaceelectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsiNlit) forthecorrectnessoraccuracyofthedesignInformationasitmayrelatetoaspecificbuilding, Any references to job names and locations are for administrativepurposesonlyandarenotpailoftherevieworcertificationofthetrussdesigner, LOAD CASE(S) Standard E Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902 Contractor/Job: 2519 EL.B RF Date Req:04/24/2003 Draw No:53906902CJ3 00 I I cuss I inuss -Type I I I Qty 1 ply 53906902 JCJI 1ROB t 112 rsal Forest Products,Inc., Burlington, rr 5.000s entax- Jolh-Reference Industries, Inc, Wed Apr 23 08:31:07 2003 Page D A Scale - 1A 15 0-0-12 LOADING (psi) SPACING 2-0-0 CSI DEFIL in loc) I/defI PLATES GRIPTOLL20,0 Plates Increase 1.25 TC 0.06 Vert(LL) n/a n/a 11-20 245/193TCDL10'0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.00 A >999 BCLL 0,0 Rep Stress Incr YES WB 0.00 Horz(TL) -0,00 C n/aBCDL10,0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2 TOP CHORD Sheathed or 0-11-11 ac puilins. BOT CHORD 2 X 4 SYP No,2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, REACTIONS (lb/size) 0-133/0-3-8, E-9/Mechanical, C-O/Mechanical Max Harz B-41 (load case 4) Max UpliftB--1 02(load case 4), C-27(load case 5) Max Grav B-1 33(load case 1), E-9(load case 1), C-29(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-8-21, 8-C-26, C-D_-4 BOT CHORD B-E_0 1) Wind: ASCE 7-98 per FBC2001 I I Omph; h-25tj; TCDL-6.Opsf; BCDL_6,0psf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone-, cantilever left and right exposed end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1,33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint B and 27 lb uplift at joint C. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and doesnotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verity all design information on this sheet forconformancewithconditionsandrequirementsofthespecificbuildingandgoverningcodesandordinances. The truss designer accepts no responsibilityforthecorrectnessoraccuracyofthedesigninformationasitmayrelatetoaspecificbuilding. Any references to job names and locations are foradministrativepurposesonlyandarenotpartoftherevieworcertificationofthetrussdesigner. I LOAD CASE(S) Standard J tb CD 7' Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 53906902Contractor/Job: 2509 EL.B RF Date Req:04/24/2003 Draw No:53906902CJ1 I I I HANGER LEGEND TYPE DESCRIPTION 5'-8" 12'— 4" I1 - 4" I m 5'p,% ;-=, I v 0 r i n iuL LO I Z 0 I'Smuazo wd pd 0 Sn tn-MU i Z wS2 Li 3 Hzzol5i --z- LLJ C) C) cm cm Z: 6j Li icy CY L-Li ct D CY Lj z fr Lj-jLj v 0 0LL4 tn < D cl fi c, in af DRAWN BY: TON CHECKED BY: DRAWING NUMBER 7,310007 Emm CD 6 CL cl) C) cs er 7-0-0 S.B. ZCJ31 CJ5 1CJ5 EJ7=1' EJ7 EJ7 EJ7 EJ7 EJ7 1 cl) (N = : LC- 17 1 i 1 i 11 11 11 T -11 =- 11 .iI EJ7 EJ7 EJ7 EJ7 EJ7 CJ5 CJ3 27-0-0 1, 13-0-0 EJ7 EJ7 ER ER ER ER H18 H19 I HANGER LEGEND 1 1+ TYPE DESCRIPTION TY - ROOF z UO 0 0. A., zZ12-1=1 2 WZ Mri27 zz tn Ckf om m Q ED ED Cr cn mac-'C:> i CQ Or- sZ L-Li c5r Lj Lj--j D DPAWN BY: 7DN CHECKED BY: DRAWING NUMBER 7,310002 0,1L c--, E3 19 93 AWia, "C"', 2"Ot' 0 111 itHk—ni-LitlI I I HI M • III III A L.LL oww \- OPTIONW. W4 0009 WTH - IV-0, AULL& AMU 4 I FRNLC IRT scxvs wRr at =xrvuww V, LZ NO ON Wn" kwAa auT W mowtm) % pa:," A fum WWW UWA-, L AQftZ*NTALX NOT TUN&FTA tZNO, lw,;x OR I MMA111 011101MM, 4WUMR 20 4;' k WX TNO rus 074 0 TO DOOR 00 Lxm I CMP, OWTOW ctmmft y4w V a-LY, STM P,4 SAND(CT, VON ROW 4" . 4) 4/ 14 1-6/4WOOD LAQ SVWW& LIS71=-D ow rm PWN V. Ooff LV- 04 If REPOR7 # 96C6c U-WS A A T SCAM STOP uovkDW41 SY OOW 3VT) 24 Ok UK Ghv TML 00 Ira 20 1, CLvl V= WMASTLC A .MI14-r 11TOOR4• 90* O 1141"' (W P" 4060) TOP C2&JAPVQ eOTH 12 r COW -VI STU TOP ON9 & WON ON • ML ROLLA 4kv. vmK,cw S. W A (4) WTZArITI STU L-4" 5" OR OQQA. TR actr To/ WIN Zil/ 4v MR "m OVMU VZTCO so" T JTFIMI 10 a , kil STM Av.LM cn 04 EACHnaRak PL. #44 4 fASTV= TO ATMSOILSR. ymmx vu Nam Ww" PL, JzW2 LIP" &A a ( 4) asCES4NLOAM +2C0 PSF k -24,5 PSF 0 JTAMV4 V-U-IM eiffe= MAC9ON IYZ TEST LaQS: +X0 PSF k -374 PSF WTUC Mm = -;EVV OR ANNOU OF fX W=" FOP TK W4004 OR r;= AM #4 ACCOAQWU SWC XLT *TH 1~9 ".0.4 Ow" FOR 7kK L&" Ur= 00rxt V-4NR% was04AOU W A M= FPART NO,; 71) -8111 A171COMS"' M.K W sw" 11 D EA La A4 TAMW VJKWS tocx 01 ru TE vztx 70i-EPANCES 14, I me ammnfuNaI-SI}-fbt-S5D9 00 ±415 OESCRIPTION: MODEL 8RST W4 16-0 x a-0: 24/-2C5 OM F I low 4 v, VIM0077014INANCXal000DRAWNBy' SNIM TOATE:-4/F8TCC SCALE- N- Ar4NQ V4rH (2) 0j.1VJ SMELT UCTAL 3CAM 0000 • t,001 2) of 9not *:/;, MWWIDAM 4/1 5/01D SHEET i SIZE TLV.)" CfnWSi*. CHECKEOSY: Thifc[ Oi tzzIOWPMONSAACINNO.; I021a REV, NO, I A 11 lwan nrc,rdrn= Thermo —Tr. Im Door Wood System 4MLW B6£36LL htQWjS&%ZF_ inq,e up to 54 . 3,0 ./.a Sid.0's Double up to 8'4 x a'O .111V ia&m & CON=WReMUL X, ox, X0, OX0, XXI 0)0(0 The lwd and wds jcYYYbS an4-9/16* a man. 3/16- TAPCON me AhD,'OR 1/7- DRYWALL UAWWiL .7, ith a "12* robbtsd stop, J/16 TAPCrN TYPE ANCliOR LOA Y to o 2.K h" TAPCON TTn Aht>CA 1. This system has bean and where pnetwuns mqui, and Other Structures do Single positive 67,0 PSF Negative 67.0 PSF Single with S;delites jo.,jtj,@ 60.0 PSF N.qctjo 60.0 PSF 0,otbla wlo S;aelites Positive 4TO PSF Negative 47.0 PSF UAX 18" O.C. 1/2- DRYWALL 1 2 FIRRtha kSONRY LW7fL Ix SuOX 201ard J/16- TAKON S— _t. 2) kSONRY SLOCK XEAD lkma 112' DRYWALL X' Ix svcx 3116- TAPCON I . 2 FM, 12 11 TYPE ANCHOR C= TAPCON OF EQUAL SHW PATINC) TAPCOM See It. Z) SHIM 5p,.Z 7/4' JAN, Vx TO Ix sue-&" Pl, otod for us,e in locations ah inq to the nondc Building Code ments as d..d by ASCE 7 Minimum Dsg,, Laos$ for a -binge a t exceed the d0140 pea"vro ratings listed herein. 2, Far instctictions itw# the sub -buck is teas khan 1-112 (FSC section 1707,4_4 Anchorage Mavode and 7707A4, 1 and 1707.4,4.2) Topcori typo concrete onchors, must be used and the length must be such that a minimum 1-1/4' "c;.nant of the Topcon into the rrmsorry wag ;s cotc—d. 7 Q CN C, Do cc C) 0 CL Ib o o! z L '. u, O OZ C) §:. z uCONSULT.Nm INC_ CALL. M. TS. V*r, BY: *.LN cW, By: R.W. DFUNINGNO.: 7-02201 SWw I cW The,-c-Trw Out-S.Ing, Door Wood 17mm-1, System 0C PPF-qStJPF RATTNC: positi,,tt 57,C PSF Negative 670 PV X, Ox, X0, OX0, xx, =0 34"' MASONRY LWM ANCHOR MAX 16, cic Zi DA eV ALL 1,5 DRYWALL Ix Duct TYPE ANCHOR _25- MAX Sk4d SPACE Mas i271- 7YPE ANCHOR CONCRM TAPCON TYPE ANCHOR la MA 0 MAX25 fW SPACE VERT)CAL SIDE "Lws Ix SUCK To Ix Sus-qu 2M 1. This 3).t— has been —Iotd for use in Jccvtions drering to the Florida Suikfintf Cade1 \ \ and where pressure requremsmi as d*terminsa oy AsCr 7 Minimum Design Loods for Buildings DATE 4/3/02 MrICAL -4DE LAWS 2X SUCK and Other S"ctures do not @zcood the design pressure ratings listed heroin. SCALE- NJS, TO 2X SUB -BUCK 2. For irst.lictions where the sub-b"ic is less W, 1-1/2" (FSC secOon 1707.4.4 Arch qe Methods DW, BY, WLN. 4,9th must be such that a minimum 1-114' aWapment af the Tape" into !he masonry -oil is obtClAod. DRAWING NOT 02203WhenusingaIXsub -buck a 6-9116' jamb a requirvd to allow, for m;m, edge paainq for Tcpaon type, crchors Thermo-Tru ln-Swing Cht-Swing Door Wood Frames System Single up to 5'4 x B'O ,,/-a S;del;tas Double up to V4 x WO v1wo sidelkes X. OXI M OXQ, XXI -CUO The head and side jamb$ f7re 17494ri0int pins measuring a rnln, 4-9/1 e' with 4 1/2' rabbeted stop, I Illy — In' P 2X &a. HEADER TIL 2. W-AU7 ZX MD 2X L4Cl< STUD WIV OAR Z17 Is ffi 2-1/2' PfW ws As' irr\ C-SOW 25' YAX W SPACE t7l' vVrr-.4 S= '"s O 1,15,4414--4EMS. I Single Positive 67.0 PSF Negative 57.0 PSF Single with Sidelites, Positive 50,0 PSF Negative 60.O PSF Oubif W/wo Sidelites Positive 47.0 PSF Negative 47,0 PSF DOUBLE 004R L14- rYJ M 7h,s system has peer evaluated far use in locations cohering to the Florida 3vild;ng Code and where pressure requirements o5 determined by ASCE 7 minimum Design Loads for SwkdLI;s and other Structures do not exceed the design pressure ratings listed herein xn MOM 8 N I N, LL z Lu l,n C4 rX ot, V) qW_ SULTAKM 3.68..3a3l CAM 4/3/02 SCnaE: M.S. DWG. VY: W.L,t cwer, !w DRAWL' 40 mo: T- 02202 THERMA oTRU's T act, -1111.# W.C7 .Ljr+,j -0 1. THIS PRODUCT IS DESIGNEDTOMEET THE SOUTH FLORIDA SUILDINC CODE 1994 EDITION Fop MIAMI-DADE COUNTY. 2. WOOD SUCKS By OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWNONDETARS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE I- 5. THIS PRODUCT JKEL.NOTLM THE WATER REOUIREMENTS FOR MiAMI-DADE COUNTY. 0 IMPACT RESISTANT SHUTTERS LULZU- 2ar. 7, SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION, I Face & h_eets: fiberglass -9, min, y;ejd strength Fy( min.)=6,000 Ps; SmacthStcr 0 ' 070' rn;nlmum skin thickness FfberCliassic 0, 110' minimum skin thickness Care design: Polyurethane foam core. withl. 9 tbs. density by BASF. 2n- Tho pn lei kin Is constructed from c 0-070' fhk. T'ihjerior .4ty is fitted with 1.9 ibs. BASF po%ffethcpe foam.The face sheets are gitted to the densitywoodstilesandtails. Th-& LA latch gis renforced wih a wood hack black 2375x14.0 IwV at the strke and deodbod kcatiorL The hiraqe esll Inger Jointed Pine and the top and botiorn mi am of 0 is fitted thedoubledooroppGosbonthemccti" 60fitted==-,'Iuin astragal ( Wind jwbff 9) of 6063-T5 , The frorne is constwIrd frown fir pointed t5re. The 7 a jv the = with fJ) 169m I/ rrawn x long stopks at each side. The i am secured together in a sIdefife application using 18 x 2' IoN PFH Wood Screws (6) sum per each mullion. Tire units use an Inswing Saddle thresnald nvasvaV 5 75* x 1 .548' Tnhff s;'delile panch; are sandwichglazed US , I p twa pieceImage. are dry qkzzed on the ex with on 178 Tape) nwfkad with vikvne. The file frames are he 8 x 1 12 long Pbscr". I TABLE OF CONTENTS I SHEET # DESCRIPTION OVERALL WIDTH 36' MAX. i PANEL WIDTH 4 Znry LNLi ; U" 74, 5' MAX, OVERALL FRAME WIDTH- 36.625' PANEL WIDTH --- W ASTRAGAL Li M L, v DESIGNPRESSURE RATING WMtrit " TTR--5N—RM9T1Ot UNIT TYPE —_aE%LR_ EMEN7IS NOT NEEDF1 SINGLE + 67,0 PSF _ 67-0 PSF DOUBLE55'0 PSF - 55. 0 PSF L 55,0 PSF - 55,0 PSF iTH SiOE ITES — 1055- MAX. CVLHALL tKAMt MU11, 36,625' MAX PANEL WIDTH WIASTRAGAL CJ 15.5' MAX. FRAME WIDTH 13.75" MAX. WIDTH 7,125' MAX, D. L.O. WIDTH AL MODELS 68.5- MAX. OVERALL WIDTH4 W 36' MAX AREFRAMWIDTHpRPANEL WIDTH 1175' MAX WIDTH Io' 7.125' MAX. D, L.O, WIDTH C6 u7 14 asvaatroa N 2z YVZenoa rox p 4 FXTF' IN7ER30R O, X J O po 1. 68' MIN- PANEL THK. o o. w p o as o n' o 8 5 17 19 14 d d d . 1 71rnt rAftSS SECTION 2 DOOR PANEL Q fjr O.I' 3 13 17 MZ(DrNj JJ 20 L'JO Z z 3Qw 29 NZ 0. 42N 1 AO 43 v33op. -, o' o SEE NOTE wc3 oz 34ppo5SHT, 4 o x o LiSEEINOTE 2 v- 1 SHT, 4 z 5' MIN. GLASS THK. n4 L) tea+- Cj w 25 O a n3 a x QY tittt1 FOAM CASKET & 6 cvm SILICONE CAP $EAD p p.O 8 00; oO p 1.68' MIN. PANEL THK. 42 40 O 04i z13 SEE NOTE M 5 14 5 SHT. 4 z an 29 YY oac 08 10 01 112" _ 1" V TJH v aK W, PIN R i 13. jS„J/i i 1. kLi o f S-2151 Z SlDEL1TEPANS.Eu o 8 G s 24 SEE NOTE 2 8 7 SHT 4 27 INACTIVE zY oo z AsTRAc.AL RETAINER 31 BOLT 5,0' LG. TOP BOTTOM (2) BOLTS AT TOP & (2) AT BOTTOM 0 ASTRAGAL 15' WIN, Elde- 25- MAX. SHIM FOAM CASKET & SILICONE CAP BEAD 10A 2 0 0 0. aa —T 0 c 36 29 41 SE NOTE INOTE SHT, 3 SHT, 4 0 SIDELITE To BUCK Z W05 C) co ACTIVE CC Z 0 LLJ co a: 0- SEE NOTE 6 SHT. 4 FOAM GASKET & SIUCONE CAP BEAD R 4 26 9 IQ 29 41 S E NOTE 1 37 SHT 4 SEE NOTE 7 SHT 4 HIIGETaS N 0 TO SIOEUTE AIf D tZ,\J\\TJFACTULREIRI A EOB/ I LOY. L 112' - Lv TJH C re; Rw 4" 14 .l S- 2151 1, 15® MIN. EMBED, C-SINK 25- MAX, SHIM SPACE LATCH B TO SUCK, NOTES: 1, SPA FOR ITEM NO. 41 (LITE FRAME SCREWS) IS ASFOLLOWS: VERTIM FROM THE TOP DOWN ON SIDES; 5,5', 16.57. 27.57, 38.3757, 49.375- & 60.375-. HORIZONTAL THERE ARE (2) SCREW BOTH Top AND BOTTOM AT 2,125' IN FROM EACH CORNER. 2. SPACING FOR ITEM NO. 27 418 PANHM SCREW) ATTACHING THE ASTRAGAL TO THE jNACTK DOOR IS AS FOLLOWS, FROM THE TOP DOWN 1' 3, 5, 18-25, 40.5', 59.25, 74,25', 76.2.5' & 78.25'. 3. THE HEAD JAME IS ATTACHED To THE SIDE JAMSS WITH3) 16Gk x 112' CROWN x 2- STAPLES AT BOTH SIDE. 4, THE THRESHOLD IS ATTACHED To THE SIDE JAMBS WfTH 2) 16Gk x 112' CROWN x 2,5* STAPLES AT BOTH SIDE. 5. THE SIOELITE IS DIRECT SET INTO THE JAMB WITH (12) ITEMNO, 43 (18 x 2' PFH. WOOD SCREW). THERE ARE (4) AT EACH VERTICAL IAMB, FROM THE TOP DOWN AT 13.5', 31, 48.5' 66, THERE ARE (2) AT THE HEADER AT 4® INFROMTHEOUTSIDECORNERSOFTHEFRAME- THERE ARE 2) AT THE SILL 4' IN FROM THE OUTSIDE CORNERS. 6, SPACING FOR ITEM NO. 43 (18 x 2- SCREW) SECURINGTHEMULLIONSTOGETHERISTHESAMEASTHEPERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13,7- O.C, 7. WHEN ATTACHING THE HINGE To THE JAMB AND THE BUCK USE ITEM NO. 12 (110 x 2' SCREW), WHEN ATTACHINGTHEHINGETOTHEJAMBANDTHESIDEUTEATTHE MULLION USE ITEM NQ, 37 (110 x 1 314' SCREW). I 1 15' MIN 4- EMBED. 5' MIN, 13 C-SINK A\ 2 4 HINGE JAMB TO BUCK, 21 SEE NOTE 35 6 SHT. 4 43 SEE NOTE 1201910 5 SHT. 4 fl 36 41 29 13 3 SEE NOTE 1 SHT. 4 31 TR dV'ST11E 1A.8 TOS0 ELITE T J T7, Cl YLASI]CEIR 12 10 SEE NOTE 1MAk7 SHT. 4 25' SHIM SPACE I SEE DETAIL 'F- SHT, f 3 6' 3 f6 3 6 3® Y 3- SEE DETAIL SHT, 5 TYR, SEE NOTE 4 SHT. 4 7 SEE DETAIL C- SHT. 5 SEE NOTE 3 SHT 4 _j T--r sv q Q TYR Pil SEE DETAIL SHT. TYP. 73 TYR, C' aw — 3- 3- r 3® 3. ftNTRAL FLORMA 1B.O.A.F. pougLE DOOR ±/AID MANUFACTuRFR NAME, 77-a-) r4ASTER FUFt;# A 0,357' BOLT DEEP ENOUGH FOR A 2* I 3\ BOLT THROW 12 10 13 10 F 10 2 ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS nruo "F' - STRIKE PLATE To FRAME DETAIL G AT THE THRESHOLD CWf-)WN - 74 TYR. 6- 6- SEE NOTE 4 SHT. 4 III in m SEE DE7.411- E* SHT. 5 FL_ jDk A PJNUFAICA-hl SEE DE7J/ SHT. 5 MA 3' 3 3® 6. 6 6, 3' 3 3- - LSEENOTE 3 SHT. 4TYP, SEE NOTE SEE NOTE Typ SEE DETAIL 3 SHT 4 5 SHT, 4 F- SHT 5 cL TYR. SEE DETAIL C' SHT. 5 SEE DETAIL SEE DETAIL TYP, T, Sw. 5 W SHT, 5 J. TYP, SEE DETAIL V V TYR. "Mt-- "o SEE NOTE "G' SHT. 5 147- 4 SHT, 414 TYR. — TYR, 14 TM 31-4 3: -7 6 3- 3' SEE NOTE 3' 14 4 SHT. 4 7YPTo!l I SINGLE 2Q22-9,i2ITf' 453' GLASS an 453 . CLASS BrrE 32 40 1 33 32 1/ 3- TEMPERED 025 118- TEMPERED 25CLASS40GLASS25- AIR 25' AIR SPACE 0 SPACE 0 0 L12 TEMPERED 1/ 8- TEMPERED GLASS GLASS INTER z E 41 NOTE 36 i 6 SEE I SHT. 4 41 1p z STEEL SE NOTE 1 25- STEEL INTERCEPT INTERCEPT WTESHT. 4 SPACER SPACER 5- INSULATED CLASS W BT2 LITE FRAME G164INI, TED GLASS ULIAI TOM LITE LdAL4E GLAZING DETAIL L 44", 2 2 3 FINGER JOINTED PONDEROSA PINE 1 92" 9 3, 1.7334FL.9 m ILL 097' 4 x A ST FL HI 1.53 1 FINGER JOINTED PONDEROSA PINE I S 6l , 232 33 FXTRUDED STS F62,14 1 ': 307TOM BOOT 1 0,09' EXTRUDED VINYL WALL m 55, Q770M PALL WOOD COMPOSITE I? J T o wooD COMPOSITE 7.077- 77 T 53 1' A"W lzjr)F Wpmssmmmli•, ka I 1 531 a. UQ=M M SELE 6Mantl2- WOOD COMPOSITE ALVM-JNL2d.6a= DBQ' THK.NALLYNa —TYP I I 2.375' 0/70/0 N T, D*Q, sy: TjH LTV cw. vy, RWTDpAwmNO.. 30 S-2151 WOOD LOCK BLOCK FINGER JOINTED PONDEROSA PINE s-m 7 . or 01 51 ME MIL WOOD COMPOSITE 179' 1 gpkR CELL 11 NNYL TH RIF ELL CORE W JACKETULLWKI, " NIL 99 IN I 175' TRIP BY THERMA-TRU FOAM CELL CORE WIVINYL JACKET DRILL TRU FOR 357' DIA. ASTRAZ-AL DRILL TRU FOR A 18 RETAINER BOLTS pFH WOOD SCREW 2PLCS WIL49JAMZEP 1,! WEE8T-51TKLXPLATL 1,531 " PT a: o 0 U) LDd o::) 0 28 i- co 00 0 -z ASTRAGAL HAS 2) 8,0" BOLTS 0 BOTTOMCN (2) 8.0- BOLTS 0 70P 1,767. 24 WINDJAMBER 11 WR6 h51EA2- STRACAL RUAI MATERIAL: CIRO YELLOWOW CH OMA F fL MN JUN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P. 1111111111C litilwlebt,1*19m JLIN-21-2002 09--52 MILESTONE WINDOWS The attached table lists all Florida Extruder drawings in the Orange County Fenestration Masterfile affected by this engineering statement. Any questionsshouldbeaddressedtotheundersigned, UMMM= am= Robert J. Amoruso, PE tj)-me•La Florida PE License No. 49752 Florida Extruders International, Inc - Certificate of Authorization No. 9235 PE Sealing Statement - The letter was signed and sealed WA au A rubber stamp seal was also applied to facilitate reproduction for Orange County f5uJilding Division Masterfile scanning. A I Fie ; NO- 4 7= TA Z' 2541 3owatt Lane, !nford, —FL-32-711—t-J—L6—O- (407) 323--33()Q - Fax (4-07) 322-33i7 Mr41VkF Von If s xr f{ flr• i #+ is, x -r i wo. eIAi%L —mean wift F1 scQie 4£3'=1'0' + U 42X42 A/C SLAB `I BY BLLR MINIsLEIOORElAN 2' FROM WALL x 2nd—Fj QM P1 AN U) x U x Must have a rYmhum clearance of 4 Inches around the air handler per the State Energy code, All duct has an r=6 insulation value. U I CD Uozc U oo> Rating z z UJ Q 1 o 4 LL i Cn 0 ONE BY WOOD - BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE WOOD BUCK STUCCOIBYOTHERS PERIMETER CAULK - BY OTHERS RIGID VINYL GLAZING BEAD W H. (TYP.) WI DOS+ HEIGHT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EQL. PERIMETER CAULK BY OTHERS CAULK BETWEEN B.W. CONCRETE OR WOOD BUCK & (BUCK WIDTH) MASONRY OPENING MAS-Y. OPENING INSTALLATION ANCHOR BY OTHERS BY OTHERS 3/16' DIA, TAPCONONEBYWOOD BUCK BY OTHERS 1-1/4' MIN. SHIM AS REQ'D. EMBEDMENT RIGID VINYL (SEE NOTES) GLAZING BEAD - INSTALLATION ANCHOR tT.YP_> 3/16' DIA. TAPCON SHIM AS REQ'D. 1/4' MAX, SEE NOTES) FLANGE TYPE WINDOW FRAME HEA GLASS TYP.) (SEE NOTES) B.H. BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL PRECAST SILL BY OTHERS NOTES: SECTION A -A 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4"_ D 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063- 3) INSTALLATION ANCHOR :RUST BE OF SUFFICIENT LTH. TO ACHIEVE PAIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE- 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND w,H. EXTERIOR OF WINDOW FLANGE. I- 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 REOUIREMENTS OF ASTM E1300 GLASS CHARTS 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE H ERE TAPCON ANCHORS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY- 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF -SUFFICIENT LTH- TO PROVIDE RAIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. 10 FLOR€DA EXTRUDERS 1000 SERIES SINGE HUNG IS SHOWN THIS GLASS _ TYP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE WOOD BUCK W.W- WINDOW WIDTH) SECTION B—B PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 D 2 E-L E T I I SERIES SINGLE HUNGS.UIN 1 1) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE I 10 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN_ EMBEDMENT AT VIEWED FROM EXTERIOR ALL INSTALLATION FASTENER LOCATIONS. 1-1/4' MIN EMBEDMENT vO THERS a G O PERIMETER CAULK BY OTHERS CAULK BETWEEN WOOD BUCK & MAS'Y. OPENING BY OTHERS CONCRETE OP MASONRY OPENING BY OTHERS TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB S j Z E SIZE 30PSr TO 40PSF 41 PsF TO 70PSF 30PSF TO 40PSF 41 PSF TO 70PSF 12 18 1/3 X 25 8 8 F,G F'G F,G F,G 13 18 1/8 x 37 3/8 8 B F,G F.G 14 18 1/8 X 49 5/8 B 8 8 F'G F,G 145 18 1/8 X 55 1/4 8 8 F,G 15 I8 1/8 x 62 B 8 F,G F,. G 16 38 1/8 X 71 8 8 F,G F,G,J,K 17 18 1/8 x 83 B 8 F'G F.G IH2 25 1/2 X 25 B B F,G F,G 1H3 25 1/2 X 37 3/8 B E3 F,G F,G.HJ 1H4 25 1/2 X 49 5/8 B B F,G F.G,HJ IH45 25 1/2 X 55 1/4 8 B F.G F,G'H. IH5 25 1/2 X 62 6 13 F,G F„G°H,l 1H6 25 1/2 X 71 B 8 F,G,J,K F,G,J,K 1H7 25 1/2 X 83 B 30 1/2 x 26 29 1/2 X 25 B B B B F,G F,G 30 1/2 x 38 3/8 29 1/2 X 37 3/8 8 F'G F,G,H,I 30 1/2 x 50 5/8 29 1/2 X 49 5/8 8 B F,G F,G,H,I 30 1/2 x 56 1/4 29 1/2 X 55 1 44 B B F-G F.G,H.1 30 1/2 x 63 29 1/2 X 62 B 8 B F,G,H.1 F,G,H,i 30 1/2 x 72 29 1/2 X 71 B B F-G,J K F,G,J,K 30 t 2 x 84 29 1/2 X 83 B B I r 22 36 X 25 8 F,G F,G 23 36 X 37 3/8 B B FG FGHI 24 36 X 49 5/5 8 8 F G F,GH 245 36 X 55 1/4 I3 B F,GH,1 F,G,H,I 25 38 x 62 36 X 71 8 8 F,GH,i 26 27 36 X 83 8 B F,G,J,K 42 x 26 41 X 25 8 8 8 B F,G F.G„H,i 42 x 38 3/8 41 X 37 3/8 8 8 F G F,G,H,I 42 x 50 5/8 41 X 49 5/8 B B F.GH.I F,G,H,l 42 x 56 1/4 41 X 55 1/4 8 8 F,G,HJ D,E,F,GH,I 42 x 63 41 X 62 B 8 F,G,H,1 D,E,F,G,H,1 42 x 72 41 x 71 41 X 83 8 B F-G.J,K F,G,H,1,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 8 A: C F.G F,G,H,i 48 x 50 5/8 47 X 49 5/8 B A,C F,G,N 1 F.G,H,I 48 x 56 1/4 47 x 55 1/4 8 A.0 F,G,H # I),E,F,G,H,i 48 x 63 47 x 62 47 X 71 8 A,C F.G .HJ 0,E,F,G,H,I 48 x 72 47 x 83 FGJK DEFGHIJK 48 x 84 32 52 1/8 X 25 B A,C F,G F.G F,G F.G,H,l 33 52 1/8 X 37 3/8 B A,C A.0 F G H I F,G.H.I 34 52 1/8 X 49 5/8 B B A,C F.G,H,i 0.EF, H.1 345 52 1/8 X 55 1/4 B A.0 F,G,H.I p,E,F,GH.I 35 52 1/8 X 62 B A,C F G,H„1 G,H,ID,E.F. O.E,F°G. G.H I 36 52 1/8 X 71 6 A,C F,G.J.K K 37 52 1/8 X 83 37 SIZE NOT AVAILABLE IN 1C)(30 OR 15G4 SERIES. J 1 FLU I D XT . v S INTERNATIONAL, A FORD, FLORIDA rTITLE:NSTALLATION DETAILHUNGFLANGEWINDOWS - SERIES 1QCIfl ISt O & t)Clfl DRABY: B B APPROVED BY: n a ' _ DATE: l C/ 0910 I scALE- N T S DWG-: I-L EXU01 PREPARED BY: PRO T & APPLICATIOtV ENGu1EERING. t 250 uaTER TIG PKY-, SUITE 250- HEA HR . FLORIDA 32746 £ 4U7 5-0365 FAX 407 805-7366 Es I' MIN. EMBEDMENT CAULK BETWEEN SHEATHING TWO BY WOOD VINDO1.1 FIN & BY OTHERS BY OTHERS SHEATHING SHIM AS REO'D. INSTALLATION ANCHOR (SEE NOTES) 8 WOOD SCREW p INSTALLATION 8 WOOD STUCCO BY OTHERS CAULK BE WINDO SHEATHING s BY OTHERS ECTION A -A WINDOW WIDTH ---------------------- 1/4' MAX. SHIM SPACE TWO BY WOOD SHIM AS REQ'D. STUD BY OTHERS FLO_ 7 --F' ( S[E NOTES) IL B-0- f-vi -f-ekL Y Ac'-uvEnMANUuru1/4' MAX,GLAZING (TYP.) SHIM SPACE MAST", y(SEE NOTES) GLAZING GLAZING ( TYP.) SEE NOTES) FIN TYPE WINDOW FRA HEADER i TYPE NDOW FRAME 9ARDLE SILL STODL BY OTHERS TWO BY WOOD BY OTHERS WINDOW WIDTH A - I 1 00 B24' D. C. MAX, (TYP-) WINDOW HEIGHT Z L( TYP-) Is - & M AMXA X—,< TY P ELEVATION VIEWED FROM EXTERIOR FIN TYPE WINDOW FRAME JAMB I' MIN. EMBEDMENT SHEATHING BY OTHERS CAULK BETWEEN WINDOW FIN SHEATHING PERIMETER INSTALLATION ANCHOR CAULK 3 WOOD SCREW BY OTHERS STUCCO By OTHERS SECTION B- B NQiE-s 1) SHIM AS REQ D. AT EACH INSTALLATION ANCHOR. MAX- ALLOWABLE SHIM STACK TO BE 1/4_ 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6061 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN_ EMBEDMENT OF I" INTO WOOD BUCK. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS_ 5) USE S3LICCINIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME, 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. 7) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF AS7M 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- RIPTION DATE INI INTERNATIONAL, INCJ REV DESCu "A EXTRUDER' FL"RIDSANFORD, FLORIDA TITLE: INSTALLATION DETAIL W/#8 SCREWS SERIES 1000, 1500, & 2000 SINGLE HUNGFINWINDO4DRAWNBY -. BB APPROVED BY: DATE: 12/ 13/01 LSCLALE. N. T. S. DWG,:FLEX0026 SHT I OF 2 PREPARED BY= PRODUCT & APPLICATION ENGINEERING, INC. 250 INTERNATIONAL PKIaY., SUITE 250, HEATHROW, FLORIDA 32746 PHONE 407 805-0365 FAX 407 805 INSTALLATION ANCHOR CHART QUANTITY IN QUANTITY IN HEAD & SILL EACH JAME3CALLWINDOW SIZE SIZE UP TO 70 PSF UP TO 70Psi--_ 2024 23 1/2 X 27 1/2 2 2 22030231/2 X 35 1/2 2 32038231/2 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 7/2 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 7/2 2 3 2440 27 1/2 X 47 1/2 2 3 2444 27 1/2 X 51 1/2 2 3 2450 27.1/2 x 59 1/2 2 3 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 1/2 X 43 1/2 2 7 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 3430 39 1/2 X 35 1/2 3 2 3438 39 1/2 X 43 1/2 3 3 34443 39 1/2 X 47 1/2 3 3 3444 39 1/2 X 51 1/2 3 3 3450 39 1/2 X 59 1/2 3 3 3460 39 1/2 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 3844 43 1/2 X 51 1/2 3 3850 43 1/2 x 59 1/2 3 3 3860 43 1/2 X 71 1/2 3 4 3870 43 1/2 X 83 1/2 3 4 4024 47 1/2 X 27 1/2 3 2 4030 47 1/2 X 35 1/2 3 2 4038 47 1/2 X 43 1/2 3 3 4040 47 1/2 X 47 1/2 3 3 4044 47 1/2 X 51 1/2 3 3 4050 47 1/2 X 59 1/2 3 3 4060 47 1/2 X 71 1/2 3 4 422_0 47 1/2 x 83 1/2 4 INSTALLATION ANCHOR CHART QUANTITY IN QUANTITY IN CALL WINDOW HEAD & SILL EACH JAMI3 SIZE SIZE UP TO 70 PSF UP TO 70 PsF 12 18 1/8 x 25 2 2 313187/8 x 37 3/8 2 3 14 18 1/8 x 49 5/8 2 31-45 '-,fj 18 1/8 x 55 1/4 2 15 18 1/8 X 62 2 4 16 18 1/8 X 71 2 4 17 18 1 8 x 83 4 2 21H2251/2 x 25 31H3251/2 x 37 3/8 2 31H4251/2 X 49 5/8 2 31H45251/2 X 55 1/4 2 1H5 25 1/2 X 62 2 4 1H6 25 1/2 X 71 2 4 iH7 25 1/2 X 83 2 4 30 1/2 x 26 29 1/2 X 25 2 3301/2 x 38 3/8 29 1/2 X 37 3/8 2 3 30 1/2 x 50 5/8 29 1/2 X 49 5/8 2 3301/2 x 56 1/4 29 1/2 X 55 1/4 2 4301/2 x 63 29 1/2 x 62 2 4 30 1/2 x 72 29 1/2 X 71 2 4 30 1/2 x 84 29 1/2 x 83 2 2 36 x 25 2322336X373/8 3 24 36 X 49 5/8 2 2 324536x551/4 42536X622 42636X712 27 36 x 83 2 4 42 x 26 41 x 25 3 42 x 38 3/8 41 X 37 3/8 3 3 42 x 50 5/8 41 x 49 5/8 3 3 3 42 x 56 1/4 41 X 55 1/4 442x6341X623 4 42 x 72 41 X 71 3 4 42 x 84 41 X 83 3 48 x 26 47 X 25 3 3 48 x 38 3/8 47 x 37 3/8 3 3 48 x 50 5/8 47 X 49 5/8 3 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 t14 47 X 83 2 32 52 1/8 x 25 3 333521/8 X 37 3/8 3 3 34 52 1/8 X 49 5/8 3 3 345 52 1/8 x 55 1/4 3 35 52 1/8 X 62 3 4 36 52 1/8 X 71 3 4 37 52 1/8 X 83 3 4 REV jp-`ES R N DATEs Lt FlIL L L SANFORD, FLORIDA TITLE: INSTALLATION ANCHOR CHART - SGL. HUNG FIN WINDOWS — SERIES 1000 , 1500 & 2000 DRAWL RY: B3 APPROVED BY: iE:i2f18/01 SCALE:ItTS II G.:FLFX002 SHT 2 0 2 100C S,H jAMB CTYF) CDC TUIB-E: Q X 1/2 SELF TAPPING sms TEALANT BET MULLION 7APPING SMS SECT1014- A. --A, 1' 1 TLJ;Ei-- MULLION iFj 13 S --1 jAMB CTYP3 I OCC SIH. --,I DAME Typ,) i 1 X 2 X 3/9 TUBE MULLION e X 1/2 SEV' TAPPING SMS. 7APPjNQ SMS 2) X a -- il, 6 X 3 F, jAM3 040 448 X 1/2 SELF IAPP-,NC SM:I: L SEALANT BET),iEENWI" M,/ FLANGES 0- MULLION 8 X 1-1/2 SELF TAPPING SMS SEQ-',-lQN 1 X 4 X 1/8 TU;3E KULLHIN' 2 X 4 X 3/8 TuSE MWLZDN' PS X 1/2 SELA- TAPPING SMS WNW <TYFQ 48 X 1-1/2 SELF - SEALANT PETWZN TAPPING SMS INDO-w FLAINGES 42 X 1-1/2 SELL TAPPING SMS r-1 X 4 X 2/6 T UBE: MULLION iooO SJ1, — JAMS NO '1 2 X 112 SELF TAPPING SMS L SEALANT RET%wEENWININD-V FLANGES MULLION X 140 SELF TAPPING SMS S E17 Q A -jA 8 X 1/2 SELF TAPPING SMS SEALANT B:,T,.EEINI VINDOW FLANGES KULLKIN1--#s x 1-102 SELF TAPPING SMS 1 1/4' Mik EMBEDMENT. ONE BY WOOT BUCK EY ETHE7 E 6 X 1/11 SELF TAPPING SmS SEALANT EETWEEN Wl.Nlj'w' FLANliFS 4,ULLICN k I j 711E TAIL C tS SELF TAPPING I A T'iSMSCTY40; VIEWEDEXTEFIOR DEM CENCRETE BY 7iTHFRS A 41 1.",--NSTAALLr,TLEN A.NCHE'R 3/IE' ::-'-A TAPOIN SCREW ANWR CTYP-', EXTERNAL MULLION 0STALIA7101, CL52 TYPICAL kAjjLLjSrl TO CC3NCFREFE h HEAD 1 1APPi iES TO HEAD 8c SILL WIH-E;i-E 11 " X 2 TUBE ll,!U,.—L!CNS A!GE UISECj ' X. 51 ETA 1 L —3 3/16' 131A. TAFCGIN SCRDW ANCHOR TYFF.) SILL CLIP i/4, MIN, EM3EDHENT I PPFrAST AD BY OTHERS L T- 7],R 411DITION4L A NC Hr-2 R S EETi 1 1 1-1 Ij (") TO I T 77 -1 T-) " INTERNATION.AI, INC v jN- - 1 U DT lcD SANFORD, FLORIDAIVTITtrI SER, TITLE:, 1000/1500 b LANGE SHEET 1 OF 2 VERTICAL MLjLLIi]N SECTMNISi SEE EITHER SIDE (SHEET 2 OF -2) FOR DESIGN PRESSURE CAPACI T I E S MAIM 130 ?l S H APPROVED 130 WINDOW CALL SIZE WINDOW M SERIES 1000 & 1500 FLANGE VERTICAL DESIGN PRESS.URE CAPACITIES CAPACITY CAPCCAPY CAPACITY APACITY IACITYCOki'l 1. CAPACITY i A_f iAllIC 1; 1 - 1/8 7/16X3/8 1 X4X CAPACITY 1XA tX1/ 8CAPACITY 1 X4X3/8T 1 X4X3/8 CAPACITY 2X4X3/8 IX2XI/ 8 1X2X3/8 IX2X3/8 7/irsxi/a iX2 7/16X'f/8lX2 7/16X3/ilX2 i MULL; TUBE MULL i TUBE M ULL "TUBE MULL TUBEMULL TUBE MULL JUBE MUL LTUBE MULLJUeE 6 ANCHORSMULL 4ANCHORSTUBE MULL 6 ANCHORS JUBE MULL i 6 ANCHORS TUBE MULL 1 4ANCHORSI crrT A-6( 1) TUBE 2 ANCHORS 4 ANCHORS 1 2 ANCHORS i 4 ANCHORS 2 ANCHORS 4 ANCHORS 4 ANCHORS A-_ U4 SECT. 5) t SECT. A-A( 2) SECT. A-(2)_t_§E 1; SECT. A-A( 5) SECT. A -A( 6) 1 SECT. A SECT. 12 9 11/8 X 26336.52 732.42 1336-52 1692.83 13 19 1 /8 X 38 3/8,209.72 1317.66 t 209.72 429-55 14 19 1/8 X 50 5/8131.23 1131.23 152.75 177.46 145 jig 1/8 X 56 114 94.13 94.13 127.29 127.29 15 4 19 1/8 X 63 65.97 65.97 89.21 89.21 16 19 1/8 X 72 43.49 i 43.49 58.81 58.81 17 19 1/8 X 84 ' 26.96 26.96 3645 6.45 3. 1 H2 26 1/2 X26 i 262.87 572.13 262.87 541.20 1H3 q6 1 /2 X 38 3/ a- 157.93 239-21 15 7.93 323.48 1H4 6 1/2 X 50 5/ a. 97.25 1 97.25 113.20 131.51 I H45 6 1 /2 X 56 1/4 69.43 69.43 93.89 193.89 1H5 26 1/2 X 63 f 48.44 148.44 65.51 65.51 1H6 26 1/2 X 72 31. 79 i 31.79 142.99 142.99 1H7 1 26 1/2 X 84 19.62 19.62 26.53 126.53 22 37 X 26 11216.75 i 471.75 21635 47135 23 137 X 38 3 /8 122. 22 185.12 122.22 1250.32 24 07 X 50 58 73.34 73.34 18536 99.17 245 377 X 56 1/4 51. 97 1 5197 170.2-8 1 70.28 25 i 37 X 63 36.01 36. 01 148 .70 48,70 26 37 X 72 123.47 711 -1 1-7 23.47 31.74 3134 27 I s7X84 14.39 14. 39 19.46 fi 19.46 732.42 732.42 791-81 1187.72 791.81 11187 .72 t'336.52 209.72 209.72 456. 46 i 493. 47 740.20 493.47 740.20 740.20 152.75 193.92 271.83 359.41 539.12 359.41 1539.12 539-12 135.81 t 139.09 135-81 194. 97 it 319- 55 460.17 1479 33 479.33 97.48 97.48 119.85 136,64 5282.02 423.03 282.0 1142 93 3 L 1423.03 i 90.09 90.09, 212.62 212. 62 1296.98 296 .98 365.75 39.83 39.83 55.84 55.84 f 131.79 131.79 184.08 184.08 1294.03 262.87 572.13 i 262.87 572. 13 618.52 1927.78 618.52 1927.78 927.78 343.74 157.93 343.74 371.6 557.41 371.61 557.41 1557.41 113.20 143.71 113.20 1201.45 266 .35 1399.53 i 266.35 3 9.53 1399.53 1100.17 1102.59 100.17 143.Bi 235.70 339.42 275.70 353.55 1353.55 171 58 71.58 88.01 100.34 207.10 1236.83 207.10 310.65 1 310.65 46.98 46.98 1 i 65.86 165.86 155.44 1155.44 217.11 1217.11 267.38 28.99 i 28.99 40.64 140. 64 95.93 133.99 1133.99 1214.02 1 216.75 471.75 1 216.75 1471.75 7 1510 1765 5101 765 765 1431.36 122. 22 266.00 1 122. 22 266. 00 1287.57 1431.36 1287.57 1431 .36 185.36 108.37 185.36 1151.91 1200.86 301.29 200.86 301.29 301.29 174.98 i 76.79 174.98 107. 65 176.43 254.07 176.43 i 264.64 264 64 53.21 53.21 65.43 74.59 153.96 i 176,06 153.96 1 230.94 230.94 34.69 134.69 48.62 48.62 114.76 1 114.76 i 160.30 1197.41 121.26 12 1 '!*2 Ex' 29.81 70.36 70.36 98.27 8.27 98.2 7 156.97 32 1 531/8 X 26i 191.61 417.04 19.61 1 i 394.49 191.61 33 1 8 X38 3/8, 98.38 1149. 02 8 201.51 198 38 34 3 1/8 X 50 5/a56.23 56. 23 65.45 i76.04 65.45 345 P3 1/8 X 56 11424 39.32 139. 32 53.17 53.17 156.73 35 53 1/8 X 63 26.92 126.192 136.40 36.40 139.78 36 I 53 1/8 X 72 17.34 117. 34 23.45 123.45 125.62 T_ 37 1 53 1/8 X 84 110.51 I 0.51 14.21 14.21 15.53 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. B) DESIGN PRESSURES GIVEN ARE FOR 1.5 X 417. 04 191 14,17.G4 450-85 i 676. 28 450.85 1676.28 11676.28 214.14 3 8 4.1 4 2 1.50 347.25 1231.50 347.25 347.25 83.09 F6545 1 6 4 231.01 154.0 0 1231-01 231.01 58.10 5 6.7 3-;t 181.4 4 1a4,G0 133.48 192.22 133.48 T 1200. 23 i 200.23 39.78 148.91 155.7-6 lt5-08 131. 60 115.08 172.63 1172.63 125.62 35.92 135.92 84.77 184.77 97.21 1118.41 1145.82 t 15.53 21.77 121.77 5 39 151. 39 71.78 71,78 1-i i 120.81 INTERNATIONAL, INC TRUDERS FORD , FLORIDA FLORIDA EX SAN Al TITLE: VET LL F 0 P-1 DRAWN BY: -;, Lql APPROVED APPROVED E BY: U!-' DATE:01113- 0 22 SCALE: U FLDWG.: 1- Mt .................. 2 r-= a 1000 S.H.<, JAMB (TYP.) 1000 S.H. JAMB (TYP.) 6 1 X 2 X 1/8 1000 S.H. TUBE MULLION -IAMB (TYP.) SEALANT BETWEEN WINDOW FRAME MULLION 8 X 1-1/2 SELF TAPPING SMS SECTION A -A (1) 1 X 2 7/16 X 1/8 TUBE MULLION 1000 S,H. 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 Q 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 MULLI] 2 X 4 X 3/8 SEALANT BETWEEN TUBE MULLION WINDOW FRAME MULLION 8 X 1-1/2 SELF TAPPING SMS SECTION A -A (2) 1000 S.H. i X 2 7/16 X 3/8 JAMB (TYP.) TUBE MULLION 1 1/8' MIN. EMBEDMENT SEALANT BETWEEN SEALANT BETWEEN 8 X 1-1/2 SELF 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 TUBE MULLION Q YL Ic A A SEALANT BETWEEN WINDOW FRAME MULLION 8 X 1-1/2 SELF TAPPING SMS SECTION A-A6 SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW (TYP.) APPLIES TO HEAD & SILL WHERE 1" X 4" 2" X 4" TUBE MULLIONS ARE USED APPLIES TO HEAD & SILL WHERE 1" X 2" 1- X 2 7/16- TUBE MULLIONS ARE USED INSTALLATION ANCHOR DETAIL #8 WOOD SCREW TYP.) SILL CLIP 1 1/8' MIN. EMBEDMENT SHEATHING I i WOOD FRAMING AUXILIARY PLATE FOR ADDITIONAL ANCHORS, WHEN REQUIRED) G U _ G 8 SELF TAPPING -- SMS (TYP,) DETAIL B MULLION ELEVATION VIEWED FROM EXTERIOR J INTERNATIONAL, INC FLORIDAEXTRUDERSSANFORD, FLORIDA SER. 1000/1500 FIN SHEET 1 OF 2 VERTICAL MULLION SECTIONS SEE OTHER S I DE < SHEET 2 OF 2> FOR DESIGN PRESSURE CAPACITIES DRAWN BY. MSH I APPROVEDBY: DA :2/6/O2 SC : NTS DWG:: 1 VMF I N CAPACITY TUBE MULTUBEMULL4ANCHORS M-71W--U 2 ANCHORS SECT. A -A 8968 63.09 100.72 28.46 260 88.00 SHIM AS RE'Q'D SEE NOTES) CAULK BETWEEN DOOR FLANGE SHEATHING STUCCO OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS w-xj A f o .per.. p pT®- 1 '.id$] f}''f u f µA. F. , T 1-' SLIDING GLASS DOOR FRAME SILL m INSTALLATION ANCHOR t8 SCREW . Two BY WOOD BY OTHERS F 1/4- MAX. l # I SHIM SPACE 1-1/8' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) D EMBEDMENT 4 o I-1/4' MIN. to LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED INSTALLATION ANCHOR OF CONCRETE 3/I6' DIA. TAPCON SECTION A -A DOOR WIDTH SLIDING GLASS DOOR FRAME IAMB TEMPERED GLASS TYP.) locilosm SECTION B-B 4' MAX. SHIM SPACE TWO BY WOOD I-1/8 MIN- BY OTHERS EMBEDMENT SLIDING GLASS I HOOK STRIP SHIM AS REQ D. SEE NOTES) INSTALLATION ANCHOR 8 SCREW CAULK BETWEEN DOOR FLANGE SHEATHING SHEATHING BY OTHERS TEMPERED C STUCCO (TYP.) OR SIDING BY OTHERS EXTE Ii"R ELEVATION 2 PANEL DOOR SHOWN SLIDING GL.. INTERLOCK INSTALLATION ANCHOR H[10K STRIP DETAIL 1-1/8' MIN. EMBEDMENT T S i) DOOR MATERIAL ALUMINUM ALLOY 6063. 2) #9 INSTALLATION SCREWS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/8' INTO WOOD_ TAPCON TYPE INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN_ EMBEDMENT OF 1-1/4' INTO MASONRY OR CGNCPETE. 3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. 4) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE & CONFIGURATION TO FINISHED OPENING - PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN. 8) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS, 9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 10) JAMB / SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. 11) SHIM AS REQ'D. AT EA, SET OF INSTALLATION ANCHORS. MAX_ ALLOVABLE 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) NET ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAWING. HOWEVER INSTALLATION SECTIONS 'A -A'. 'B-B' & HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CCNFIGURAT lONS. 15) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO 20GO SERIES AND 5GO SERIES. REVDESCRIPTION DATE INI F L I ' INT. INC. EXTRUDERS SA vFORD FL., TITLE. SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS DRAWN BY: BB APPROVED BY. ATE: 12/17/01 SCALE_ NTS DWG #I-LEX0027 SHT I OF PREPARED E',f- PRODUCT t APfN-ICATION ENG£NEERING. INC_, Z50 INTERNATIONAL PKVY- SUITE 250, HEATHROw. FLQRIDA. 32746, 407-805-836.5FAX 407- 366 9 a NOMINAL DOOR SIZE AND CONFIGURATION 408e XX, OX, XO 5068 xx, OX, XO 6068 xx, ox, xO 806e xx, ox, X0 10068 x X' ox XO 5080 xx, ox, xu 6080 xx, LAX, X0 6060 xx, Ox, X0 I uao 8b ou xx 17X, x1i 50100 x X, (I X, x 0 60100 xx, ox, X0 80100 xx, 0 X, XL 9068 OX0 12068 OXO 15068 OX0 9080 — ox 0 12090 OXO 15080 OXO 90100 — ox 0 120100 OXO 9068 xxx 1206e XXX 15068 XXX 9080 xxx 12080 XXX 15080 xxx 90100 xxx 12, 0100 xxx 10068 Oxxo 12068 OXXO 16068 OXXO 10060 oxx[j 12080 0xxO 16080 oxxo 100100 0xxO 120100 OXXO 160100 Oxxo 10068 xxxx 1206e xxxx 16068 xxxx 10080 xxxx 12080 XXXX 16080 x x X-X i- 00100xxxx 120100 XXXX 160100 xxxx 8 SCREW INSTALLATION ANCHOF, CHART a 48 X 80 60 x so 72 X 80 96 x 80 120 x 80 60 x 96 72, X 96 96 X 96 120 X 96 60 x 120 72 X 120 9e X 120 109 1/8 x eo 145 1/8 X 80 lei 1/6 x 80 log 1/8 x 96 145 1/8 X 96 181 1/8 x 96 109 1/8 x 120 145 1/8 X 120 106 5/8 x 80 142 5/8 X 20 178 5/8 X 80 106 5/8 X 96 142 c5 / 8 X 96 178 5/8 X 96 106 5/8 X 120_ 1425/ 8 X 120 119 5/8 X 80 143 5/8 X 80 191 5/8 x so 119 578 x E- 143 5/8 X 96 1131 5/8 x 96 119 5/e x 120 143 5/8 X 120 191 5/8 x 120 11/ 1/4 X-97 141 1/4 X 80 189 1/4 X 80 117 1/4 X 96 141 1/4 X 96 189 1/4 X 96 117 1/4 X 120 141 1/4 X 120 189 1/4 X 120 QUANTITIES IN HEAD & SILL UP TO 46 PSF TO 61 PSF TO 45 PSF 1610 PSF 70 PSF 6 10 10 10 12 12 12 10 to 10 12 12 12 6 6 6 to 10 12 IQ 12 12 14, 14 14 1 12 12 12 14 14 14 12 12 12 14 14 14 12 12 12 14 14 14 16 I E, 16 12 12 12 14 14 14 16 10 16 12 12 12 4 44 44 142 1212 2 124 1414 4 14is B19 18 2 1212 I212 24 144 14I4 14e ie18 1is 812 12 12 14 14 14 le is 19 12 12 11 2 1214 14 14 16 16 16 12 12 12 14 14 14 16 16 1612 12 12 14 14 14 16 16 19 QUANTITIES IN EA. JA1-13 UP TO 46 PSF TO 61 PSF TO 45 PSF 60 PSF 70 PSF 8 8- 10 10 10 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 8 g 8 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 8 8 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 8 8 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 UANTITIES IN EA. HOOK STRIP UP TO 46 PSF TO 61 PSF TO 45 PSF 60 PSF 70 PSF 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 51 5 5 5 5 5 6 6 6 6 e 7 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 7 5 7 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5- 5 7 7 4 4 4 4 4 4 4 4 4 5 5 5 7 7 7 4 4 4 4 4 4 5 5 5 5 5 7 8 5 7 5 7 ANCHOR NOTES- QUANTITIES, 13FORMASONRYOPENINGV/TWO BY WOOD BUCK USE SAME ANCHOR 1 FFLORIDA EXTRUDERS LINT. IN, SANFORD, 'FL. 0' SANF OR D F L- TITLE., SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS 1 1/0 kENGIN,EER-- DRI. BB 11A, TP 12/21/01 d7 PLIcFLEX0027nf!;CIPLINC CIVIL scALE N.T.S. F LE REV. LETTER, SFEET, L, RE'- No 47162 1161=100 W1610me"OT11121 DE51GN FARAMIETERS BASIC WIND SFEED = c30 M_FJ4. (FASTEST MILE) 110 M_PJ4. (3 5E T) WIND IMFORTANCE FACTOR = 1 0 WND EXFOSUIRE CATEGORY = B AFFLICABLE INTHFNAL FRE5SUIRE GOEFRGIENT '- 0,15 lNCLUDED IN DE51GN WIND LOAD) DE510N WIND LOADS - WALL5 = 4.22 , -15 FSF ROOF5 = +20 , -20 FSF 30 F5F AT OVERHA 5) VANGUARD/ FOX & J9-COB ORLANDO DIVISION GENERAL NOTES SHEET INDEX 1. DO NOT SCALE THESE DRAWINGS: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE FLANS BEFORE BEGINNING PAII 2. ON -SITE VERIFICATION OF ALL DIMENVON5 AND CONDITIONS SHALL BE THE SPONSIBILITY OF THE SUB -CONTRACTORS, EACH SUB -CONTRACTOR SHALL REPORT TO THE FIELD MANAGER ANY D15CREPANCY OR OTHER QUESTIONS PERTAINING TO THE DRAWINGS AND/OR 5PECIFIGATIONS, 5. IT 15 THE INTENT THAT THESE DRAWINGS BE 1N CONFORMANCE WITH THE 2001 FLORIDA BUILDING GORE, AND ALL AFFLIGABLE LOCAL, CITY, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK. 4. ALL TRADES SHALL FURNISH ALL LA5011I EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY GORE WITH JURISDICTION TO COMPLETE THEIR SCOPE OF WORK. S. ALL 54"X22" AND 56"X24" PLANS ARE DRAWN TO SCALE 1/4" = 1'-0" EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS III A, DRAW TO 1/5" = 1'-O". ALL 17XII PLANS ARE DRAWN TO THE SCALE 1/5" = 1'-0", EXCEPT FOR THE 51DE AND REAR EXTERIOR ELEVATIONS WHICH ARE DR4kviN TO 1/16" = 1'-01` r c # /i' & Fox &JACOBS HOMES low 407) 774-9003 FAX: (407) 774-8477 P.O, BOX 761613 AiY T£ , fi 32716 THOMAS J. A4fl)€RSs P£/ 47819 C COVER SHEET Al FOUNDATION FLAN & DETAILS, WALL SECTIONS A2 FOUNDATION DETAILS, CONT. Al e1 FLOOR PLANS A3 EXTERIOR ELEVATIONS A4 ELECTRICAU VAC PLAN, INTER. ELEVATIONS, PLUMBING RISER DIAG., ELECTRICAL RISER DIAL. A5 LINTEL DIAGRAM & TABLES A6 FLOOR & ROOF TRUSS LAYOUTS 1I I III 1 t i STAIR, # REPAIRAI DETAILS STAIR DETAILSTRUCTURAL OPT. CVD. PORCH DETAILS, OPT. STAIRRAIL DETAILS A III L'2" DRYWALL dDOUBLE 2x- TOP PLATE — FIUEFI L.A55 E5 OVER B. FELT OVER lAr,' OSB OF f2' GDX ZOOD S S D A5 d ON TRJ&5 LAYOUT P.T, DO OVER " CDR OVER 2X6 S.tBFASCiA _vm W/ GOAiT_ ALU m_ VENTED S--#FfT i R- DEL. 2X0 HEADER FOR 4'-h° MAX. DEL 2XIO I -FADER FOR 9 MAX.. ,= U14,0- DIOUB3_E 2X UV,OE,W LNfT TOP RATE - 2x WOOD 5TUD5 a M° O,C. W/ R-ti IN5UL. 115' STUCCO ON MTL. LATH 2x4 BOTTOM OVER 15' FELT OVER PLATE OVER tfk6" O.SB OR 4/2" CDX 3n4' I e G 2X BOTTOM PLATEFl- TWOOD ON 3/4' TA- PLYWOC.D 2X4FLOOR RTR $55TAND BOARD BOOR TfJ9'sS STRAflf-" cD AS SPOUN ON TRU55 LAYOUT 1/ 2, DRYWALL OVER lX2 OVER R-5 RT.t^- 3L. PRECAST LINTEL EL013" U4 ' 5 EAR P. T. UmNlo w U NTT llPTN !U' S 1/2' ELATEW/ V2"X8" EL3- 12' Cl-t4C. SLAB WHEN 6 FT OR GiREATER AB. 32, O/C - W/ RBEFR4ESI4 OVER PRECAST CON''_ SILL 3-I ° COY'. SLAB . OVER6MLVAPORllF^tEEia"fESH rR BARI;RER OVER 7REATEp, MAS FNISH OVER OVER b MIL VAPOR COMPACTEDFILLCi"fl7 ELrY.XW/5 DO'S,;.LS SARRIER OVER TREATED, C:' R9 LOGATKR LS Ar-cD FILL I: OLt'. iON . ATIfRa PLaiN s 5} 6 OVER 6' FELT OVER iF86' O.S$. OR an' cDx WOD ES 5 AS IWOUN ON TRUSS LAYOUT Do P.T, OVER Dc2 CDR OVER 2X& A5gA tW CONT. AtOt VENTED SIT DEN 2X5 . n FOR 4`-b' MAX D, 2XI0 HEADER FOR 5"? MAX OPENIR k, ORO, WINDOW L"IT 2X WOOD TLTD5 - 1610.c. W/ R-N ins' S ON MTL_ LATH OVER B' FELT OVER ift6' 0.",- 0E. OR Ia. c-DxFLOOR S AS ON T;_'L S LAYOUT DEL. 2X - TOP PLATE DEL. 2X8 HEADER FOR 4'-&' MAX. OPENW, DBL 2xw HEADER FOR 5'-5" MAX MG '34 WIT 2X _ WOOD STUDS s %*Or- W/ F- E I , z Q- F I I ' GRADE - !U* 5 PONT C GRADE EPTEFi s?Ei3AK 3 5 FAR' 20flLAf+ WALI SECTION FRAME Ovi:R CMU SINGLE COURSE LINTEL TWO STORY um 1/ 2' DRYWALL OVER iX2 OVER NSLATR0'N — 31 GONC SLAB W/ REIERMESH OVER 6 ML VAPOR FARIIJER OVER TFJ; u` TF_ TREATED, WELL c AGTEO FELL FIE IE LA55 Si-#W-LE5 OVER R ELT OYE.R 7Al OS.? 100'D rRSIS5E5 STRAPPED AS SPOON ON TRU55 LAYg1T PT X2 CVER IX8 CDR OVER 2X6 S. 1vFA5C1A W/ CONT. ALLtt" ,rNTED 5GrFIT DBL. 2xs PEEADER UTLE55 OTHERL4& F N.!J_ D ON PL.At4 WtNDOrU' UNIT 2X Uk- O' 5TL-,6 a I6' OC Va' 5TUCCO ON MIL, LATH 3 ' S BARS WALt SECTI( 3Pd = €RA},RE l-_ TWp STORY — --- 31" C) NC. SLAB W/FIBERMESN O' , M! L VAPOR BARRIER OVER TREATED COMPACTED SR t _ t ,- RADE M-ONOLITHIC SLAB - CMU TWO STORY 3 - CLN# C_ SLAB w//ET,t3EftR_' ITT' R6MRVAPOR CARF.PFR OVERTTEIAIED COMPACTED Fkl 9 k' 5 REBAR CON T, cRAnEjHICKEWD_ SLAB NON BEARING 0 ENTRY - CO C. FATtOS - O'ER u FELT 3 7 J2' C033C. SLAB W RMfSH OVER l/Io' OVER 6 MIL VAPOR 8 3ER 2X BOTTO9 PLATE OVER TREATEDNON LOAD BIG. WALL ON 3J4" TIC, OS S. COMPACTED FILL T ! 5 REBAR CONT- 2X4 CON7_ BAND BOARD - - VARIES 33 1/2' CONC. SLAB— - FLOOR TRt155 rtRAPPED AS T, O 6VAPOR SvA' 4 ONTRYaSLAYOUT_ '^ 4 OV'Rc, TREATED LfN EL BLOCKACTF. P FILL UfR • & BAR3 # 5 REBAP I'+.j- LINTEL SC; H4 ODEPRESSED SLAB AA DEPRESSED SLAB BEARIPlGPGARAGE Z TWOSTORY --NON BEARING 0 GARAGE t! OVER F9Ji5}i CM STOCK WA`5 3\\- CONC. SLAB W/FI #i LAP is FAR s SHOctAiER6MILVAPORBARRIERLOCATIC445ONOIR TREATED COWA.CTED FILL t FOLNDATICH Pi_AFd r ' G R BAR T14N. LAF' b'-8'X6'0°" X4' C.0 ' Iai30 Y SAATiO FLR Ana T F Ai# C11+ 1 LOORP-A E LN 31/2, GC}T%.... SLAB vtlFt)ER SH GLEAN, M-LL C. ONPHGTED - RE5I5TAHTTREATEDFILLAr- // 11 f 'RE-CRUIT 2' 5Y5TEM iTYP) -,A/7— 1 1/ vAA2B82 S5'_ 5° v VA 6 _ _ = LOAD PkG, Fir F??, a CURS f'` d1 3 T° 3/ 4° FFCEas AT e,rrRY »R G7 EE UND- MON1 - SCALE = E/4°: I'- 0' 5W/ 5TD. ;4OO _ FtO42iL OAR - FILLED/CiIE 3 ' 5 5AR5 3 $ 5 REBAR TOP COURSE ii OHARBLOCK WA-5 ENGINEERING ALML SECTION Cl FU D CELL -TWO STORY (407) 774-9003 FAX: (407) 774-8477JV--- THlCNEDSLAB WALL - SINGLE fINTEL ---- Yd BEARSNG VdALL CHAIR BLOCK UNDER FRAME LSNTEt BEAM PEINFORCING P.O. aox 467613 ALTMS, FL 3216 STORY TWA4AS J ANDERSON PEI 47879 FOUNDATION DETAILS & WALL SECTIONS — MONOLITHIC SCALE 1/4' m I I ME P MXIMLMM SPAF- IN OF FILLED CELLS OkIGF OYiED EELLS T3iAT CAN RESIST A K30 MPH. LOAD DE515N WALL FREST = 22 FEE MAXI ALLLWBLE TENEACIN ON LORE UNITS t5 25 F.S L - AL7. SzN TABLE MA SEE-TION PROPERTIES 8' PARTIALLY CPSffEL' WALL = 95A3- (NASONARY STRiIEI [ A.C. Q M = w1•1 18, S = Ls° L'LXa2/ 8XT = 95A3.4 = 0.4 F USE 8E-D" HORIZ. SFALR-4E. - T-4' EElLME, BVly LEE1.371.. EE"_O. i£7R72. BRA ILY- ii" TO t21-8' CE2L MAX USE 6•-0' HDt2i2. SFPitAl6 - E2'-8' TO 18" .. e AP-0 LINTEL W (u m5 EDNT, RT1'-4' HET. 0 8') 3 a1 ae $ wg$ 3 s Q uy Qesign6Gby. M ctoect° e0 by amv ssa zvi sheet, 03 Alo: co a- W3d- 49C SH-23 e°.y+., ', SH-25 Si-2 N Ll f.2V-24)(+2224} {+ZZI -24} {+Z2/ -24} {+22! -24 Il /1 r FF RT~E`x EEi2E56 -O X 6-8 SCr_ 0211 -23) Lw//F . fi Amix Ck tl 8'FAi al: It -x AO Will m F RTI BEDFM 13 BEaMD #2 +'' KITCHEN 9 N AR m O V FAT CL& X FAT CUIclko RJRxnA + _ IL 1v FAT av e 5 r I Cdr3ET" an @ o 1'- vz° 3 -9° 2' 4 r 4, i3 a CM- TMAV g 266% _ t ii In _ Kx vF ii ii _ Nxbi ' L° i al VRATCM R S NALWRY tiers = , xt BAT an 9m BATH * 2 V¢1 Fcz Ir 1 rrsusar za ss aar .°, - 9 4•- 1 VX '" 511- WALL 3 2-CAR S GARAGE Z n — DINS cac" e Q 3'-9° tP-N V2. &FAi ari AiR R TO id4YE f - 20, CLEARANCEO31$" M84, rF 4"ON+ N" AiL 5FDE5 EPACI_0 i2E LL 6FAG_ SMALL BE MfK. 12° UADE4R T" AN AFFUANCE in d 1 - Ny 9 0 N 0 B DRI R ' '. a* urea sT _-.._ matt. OFT, GAMERM MASTER BED ' v FA7 CL(i -- a, RAT OL& i r 3 f ffi'- 3 afl` 3°-2" 20'-4 iR° LIA 1 a i CAST FR ` • t x dx; 9P Txd v EGRESS - 16' X l' [1KD. f-19/ - 23) i 3 ZZ! -Z4) F'i.£ CAi7r tsmi r n15 BE-i1.- 25s pro. cct `-25 sii ZS 21/ -28) -- — (+ 22/ -24) f+221 -29)ESPESS s x D; 3L- 25 T 4" -- _ a° --- — (+21! -za) $ ENGINEERING, 2, m, €a€ J.7j 77a-v F (+ 7) 774 a 7T All! PARTIAL PROW NATION "B° M*TER BECJ em saxeta A raxex rc sv A 3x7xs 12'-4° 1'-01 20'-a° r °3 PARTIAL ELEVAT § ° - ( 9 g e Y SEAT m»r0smr. - 25 $ tStii °3A7 5 y°_4° g SCALE = t4°= t'-0" y€3g 40 FF , Fie CALCULATIONS fEL.EV. S01'" 11 3 22/ -29) H t A 1 i1 it BEEIPM- #41 II b STAIR INFOPMATION 2nd FLOOR 14d1 # fi t lI NA1E/STAIR WEit SCALE =14' ° % AME RM. + ffi 1+ L W-8° TOTAL LIVING AREA 25 LL R1R5 15 P 1 12 earNLANAI m 1t TR. EADS< d4 10' EAC.N ENTRYI5 CY-ra SALE }'-o° __ -- OTPER 47 M° aaw.,bY em..e=sA'r 250ci STAIR 2l # _ 01'-03 EXTERIOR WALLS WERE VERIFIED 2x112 T AB% 010M` DETAIL TOTAL AREA ALL STRUCTIdRAL - Az-- ENTRY s r Nol-W, FWDp_ SGALE, u T_5. tMXRROOF 2951 sheet StUICIENT FOR 5HEAR LOADS TO 5E DOr.5LE 21 x to, E55 KCTED OT ( TE. 5EE STAR DETAIL -, WALLS TO BE 3 1/Z° xb eAcK F s IT SHEETSLRAL PA 2x125TRJ CONS TION 1 RNiATtON. j SS 3D. SEE NOTE: PLANFOR L TOTAL A YAT °A° FILLED CELL LOCATION, W-V AFF. L m ffi KITCHEN A 6 UGM STFFIPFVOPtVARTY ffi KITCHEN 5 KITCHEN c k-ALE-;/'=r BATH D BATH E FOUVER w F SCALE- V,.=r-v SCALE- wr-o, INTERIOR ELEVATIONS ELECTRICAL LEGEND VICKE OEMCTOR vATER FED, m DETECTOR (wu maw) 1p 614C M FAV-T REG- Fg-E TUEr-" R ", 80Tn-, PRO, Atcpaq Eox 1E Or- 0 FLOOR OWLET TRACK urmm wTCw 3 WAY SWC4 L— A WAT SOTC44 LM FIX DOOR BELL RECEMED LK49 47 RECE55ED Lnw FMR"E, I 10. Y- TP- jWr LAYLAY Y 1 WC. L_----bTe7* YP- I Vr V- TF- 11 IVP me I -AV I Vr 4. GALE = V4' = V- 0' cr w Ill ENOINEERING 0 0-) D it Lf) ljii 40A7fi' 8 loom7 1 30A VP VT SAW PISMA%ER 20A W Q 20A DF V 540 PrInGAL 204 UP L B40 204 W Bw 22 APPL OA UP GA-4aDXR 15A UP PADPLr R" 5w aM3-TOTAL MATTE) I aL la pM WATTS ATIM VAMWATTS T TER F- 46E 8/36-ign W A ct- by DRYERIa5 m dw- 01-zzol AP, WATTS TOTAL 4 54- RE L-<iWTM CF- 9/24 d5 TOTAL LOAD AM$ we AIFS sheet co, SMI Sm SO lev's A A 4 TO PF1AL RISER DIA& A50 A 4 KRAUA/Ira 200PL__ofi I— NOTES. 1 CAST-CRETE SAFE LOAD TABLES d l el FOR GRAVITY, UPLIFT & LATERAL LOADS 1. tro preadnt meats a'99do ptli. a, P'o pra.areas.d Intel. = b00o pal. Pat rxi mdU) pa 9I0^ aggrmgmt.. c.anmrata and rcwt,! par AeTM Coo w/ InVwm MDt dl'.d momprmsalvem .Gramgth . i4Oo .ppI 5 GF450r prevlded m pre.a.t Ilntel per ASTM A&Rl4RBQ. .PIWd.W9 ral.dr per ASTM A41 br d dr 5Ra0. 0. P'raacr.'oIYa .t'Wdu&,' per ASTM A418 grade1/9 law rad2lxdtibn. 7. M-t was par A$TM A510. Plortdr p.f A$7N G290 4ypa M er 9. C N a, _ d Nlm NC TF.dd .d )aat. CShAP1l4d 'tor. _ a. raquMsd. ln# t. tk. of (Kol »wilt d V4 Mitt, the ta^ohtleCtarai dnd/dr etaysturdl drdrvinga, y, LI Ca I# dra mekwfddtw.d x'lh 5-1/2" long tth @ at the made Ldd<mb/a 04pe" o"u"I call renPOrmllxg rxad gqrrevting 5. Ali Iln Gel. mast dr ex.mad L/5b0 vartl.al d f(ae¢Idn, .xcmpt IInC.Ia i-4" and I.ngm with I. nam1-1 h.lght of 6.meat ar axtaad L/I@o, 6 Bottom Plald ddd.d f.bbr to b. Imndt.d at the bottom dPtheIlntelapvlGtllyy1 didma.a,^ . ..0—p. are welded to the o ttom ata.l for madhEniddl- 4hFfCa.. Ca. t-M-p IA.. 6ana+`pGa may ba prmnd.d n admpamite llnka3 in !lou of adimr.M mdm;' uniktl. q, W. load ndt? Wood on rational demlgn arwtyal. per AGISibdndACi3Lae7I, Ail vahaa. M9Md an mnlnxan 4° badr!!g. Exaaptidn E.tfa load. for VePliled Wilt _ t be ram a 2.1 " IP baring t—r, 1. ie.. than 6+-112°. paid :trade Par all raced Intai. bd.md do P° ranlnbl bearing_ 2. N.R. < Not Al 5. $ aNp lead. - Wtdt .vpafm po.ad dlldwable load om the . uon .plooiiod. 4, 5ala load# bra..d an' ap ar grad. 60 Iwo mbar, 5, Addltlonal Idteral load Lapdelty can L. abkalned Gxy the datllgner eN pr—ldncj dddb9nal r.IhPorcad maaorny abava the pracd.t Ilnkol. b. one #'7 rayar ntdy t.a #utatlGvt.d for two reL^ar. In @." linta ladniy. d..IgP.ar mYdixnt. Cdn Votod loode Prmm the #aP. ladd table¢ by aalcuidng the mdxbwm ...i.ting »wm.nt and shear at d-aw.y Prom th. Fmd GamP i. VnEa1hm7gnta nal elxxr»i, '.+.a eaPa land from next rawer halgnt. 4, All .af. 9a wJt# dP pownda par tweaar Paat. RAVI e aa'no•l rreet.Aar I tt h ae x ae is «ai ` to " b?t' tg9 Iv'H? r.d i'+ e° (4D7 MtCGAbT A 9T re.@ ''? 944n M&+ ra. zaa+ saw' awe a#as I#a 11- 81 (Ion PR Abl +aa #pa 2. b'llmx2 as I@gs sm. asm !+n aln . air•*s s#n 8" PRECAST Vd 2 RECESS —UR U—UN L 5 aREDUC. E VALUE By l5% rJR 61kA",JE40 FIELV RMAR NOT ALI IFn i INTFI TARI F MAT - IAL a INSTAL.i A71C N 45I, P.'. abbo#bror'rNLHvnrgtmtGWeMlo o patl 6 ON40 parAASAAd0l155far.7.-itqIne# 5. GdndraG. W+ It. pe AS1T1 G-co ertrx p.vASPnor0b- Lait.ulaHmna by, ard d' Na F ., "y 1, allu mdpll t a.lca 3wtei. a b G. 5, alltop rYWa>+. q.ag1. b6icolbtad wiEh Im8 4. $.Pe ioads itra@ad on nomMal B" bm..ring lo. all Imad..Nman M pdUndn per Ilnaan PdaE II. Par latl((tttha# ' at II.E®d uem nOxE IRni{af I.ngth Tar .di. load r-FIELD REVAR s 5 0R 40 G Mll. I i CONCRETE° FILL Y FIELD "15 R 5 OR 40 I. 5/a•ncryw, l RECAST & PR 57RES5EQ U— LINTELS 1 r' r r r• rllllr rirlr I rnivi SIN rn 4?11 l r I z is cr' o o o rritsl l I T i t t 6Cn m e a n rn I F j rnrn rn m rn rn j 1 M rn ClC7 d C7 C7 C7 b CJ ' 0 ziza zlzzlzi z n Y AIY DIy DAtDIIII I fTl 35-5iB' Alr igr" Nt3HINAL NEi6wi II q x\ gr 0m1 8 A t7tl Y nl wr e i 09 ( GARAGE RIGHT) 1 rCENTEX HOMES fta b ! Or1 3nd0 C7tVi5ipn 385 Douglas Avenue l LINTEL DIAGRAM Phone 407661. 2150 I SOItBPDOQ y me >a mwww<+ m Fax: 407.66 I AD89 Altamonte Springs, Fi, 32714 I ( i wl awrvo t semamw c w cma a rs,. t I 4'ra b Nha parry, W u0 oMa nWtl Centex Hume.I x . Gi00't tery s n PRECAST & _PRESTRESSED U-LINTELSTABLES" PRECAST PRESTRESSED U-LINTELS -- CASTCRETE SAFE LOAD -_ -__--- __ GRA ITY UPLIFT LA R L MATEF,IAI-S FOR GRAVITY, UPLIFT & LATERAL LOADS _-___ _ _- e_ - - -' fT- 8-2-1r a b-1r 20- a 41Ta TYVE ar 32 # _ LEhK tars-2 art2-r-w-7T Fan- aa 2 r2a--2i58 3f8 ' m 1. f'c precast lintels = 5500 psi. _.... .------- --- ..a --'---------" LET TH bUb -7-=. -.. "---- --.---iii------. - ts. 2. f`c prestressed ttrrtels = 6000 psi. Q PP -___ a>=•.a-te Srn-2-t8 eFlb-'S - a- 20- -fs 2-7 ] 2815 aacn s332 s,ba 'r t crass min 3. Fs g-ovt = 5000 psi r I/ maxdfium 3/a' aggregote. 8" PRECAST J/ 2 RECESS DOOR U -LINTELS z-io•(34") PRECAST 23O 3F66 4473 bo3a 1s26 aGo4 ia4T2 1ta36 2'- o°(s4•) PRECAST -- -- - 4. Concrete mosanrl Imits (GFJ) per A5TM r-qO w/ .-..__ __- ____..-- --__- 3is6 44Y3 6039 152b a004 to4r i1a36 _.._ .- ___ 2 360 4231 sWl 6204 g92Z2121 2)65 2 313a 3311 4689 6001 133 863. o w 4'1 3'.-6" (42") PRECAST I251 1251 i minimum net area compressive ofpan th , 1100 psi. GRAVITY 3'-6` (42") FREGA5T 250 - _ _a te 21s5 2215 stbs srzs so r cabs ves 3tb6 4413 6p39 T52b a0a4 ia4r 11"36 R m i91S 34aa 2532 3660 4532 53e1 b24T `' f'Z@)'laf- a'JIC.ted tXt fieGaSL ilritel Br AST'ii A6i5 ___ + 4 s. p P P - - -- - 4'" (4B7 Pz cPST o qsa 6R.Gb0. Pied rebar per ASTM Ab15 Gft40 or -"- TrFE _ _ as 232s aa46 34v1 445a se#o 63e4 »sa .___ alas sag_ 2`so was a42.2 s264 bsso; _ Prestress strorrd per ASTIM A416 ode T-H -_ ee fr-m n zz zr46 __s_s-s3 t-.3a202 -rs26 :! sa4n atoms 4 s o _ 6. - -_. _. .._ - _- __ _ __ 6' (54') FREGAST <162 25a? 3251 4aia aTb"f 5525-, l27 1.27 1 It3S1j3<4i3 2b51 3463 4t4a 4Cg6 56442QSaWrE?+2Xatlan, 1541 3oFi3 -, 2aS2 3a54 442a 59CJ4 bSSO -6' (54 ) RR>=BAST ;6j1 _.._ _._. ._ ._-._ _ _ ____'2 T 2t35 3rT 3at3 46584'-4' (52°) f'REOAST 441"A Y1 '3a 154SNJ4 }a472 abb8 ?l32 wire er ASTM A530. {az7 3412 a462 b412 Taal garb sae-ta -_-- _.._--- _._ __. __-- -_-.. ..__ 7 load 21tG 2141 3315 4oto 464e7_ p t22:3 33ot 3809 23f? 2826 3336 3846 `-''4' {64"1 PR5'-A57 j3Manor per ASTM G270 IVe M or 5. 2'7360J A48i 5315 b264 4 4' ( 64') FREGA5T 1164 __ l543 1431 20 J 2610 21213 392a 4549p4'-6° (54) f'RLGAST 1'.f'11665 268-1 5057 &0'16 54o0 6424 145o __...... __ _-.... ._ - ___ -. 6 N iyA NOTES 1-10234:2 4aS2 __ 5-10'(70°) PRECAST 2r 351 Fa30 25oS 3 a4 3665 424?_ 475 418 j r_, t\ 832 t602 t!5- 2G 256G 30"(5 35BS - i6 6 i()Sui 14?4 IS69 23PM1 2'T2i 3t3-! 12T2 +3i5 ta15 24-433at0 3SB3 4t51 _ od0"{l0`I PELGAST +--_ 5' &" (66") PRECAST 1£`f i45a 2464 4144 5450 443] 52E0 bt22 o rn i_ Provide full mortar head and bed joints. t 21b2 40 f4 son bsb sez4 ba3a ..__-- - _.--_ _ s.4I" 120o n33 >rzsa 2169 3 3ei2 77 Stare fMcd lintels a5 re aired. _...._ _ _. '/'a #Sa`J z44q W24 24a0 .2e1$ 3352 i255 2iai 32b3 2146 .9 3 T' 455s 6'-6' { to"i PRcGAST, -... - rraai -7¢ .-_..-. 10' 7 3 aa7 C `,n o c -, -- - Ii4i iiD2 f634 2ta2 121C3 } 3216 3i32 O p, 2. -_ -_ 6' 6' Fla"} f'R.GAST ={37 33ab 5260 1-4 83 f5 bba0 _-_ _....__. _._ 3. kris `a)i4tSaf5 Of #2.nteim.UStcamp#t y#it}] tYte GerOhiteG+,ti'rai5` i0^i`FO') £'RECAST T3S ti05 2C53 39ii bar 65zei 54T.zGson ...._ _ _..._ .2S's2 -.___ 959' ail 14-5 :414 2354 2ra1_ 3a40 -- on d/or strvav-ol ctrawi s ----- '- - -._.. _.__...----- o2a =s15 2se5 IR44 2439 2esb 33=..e l'-6 (90^} FREGA5T -- - -- ---- '- -- l 657 S 40] 9sTY 2g33 2516 3223 38?2 4522 _ _ -__ -._ 990 1a29 i46b ?n0 235d 2-sa * 3245 4. Lintel= ore mar-£ actured wlih 5-i/2" iGnlJ Hatches a* the er:dsPREGA`=T ez2 _.- _._ l"-6' {40`) : rttEGAGT j) l6l -....----._...._..____.y- '-___ } ._ -- j$' fl 9aiib1124334{a0 6T3'3bi-r] s101 _- _.__.. i _ ta29 Isis 2b#O 3&34 SSab bbd3 YJiT f Sal• 6i2 Leo t2b4 3 3852 f Zt4a 3 r- f2so 14e2 Ilse 2a21 9'-4 (II2 % FRJ-CAST _ -_. _.....__ _-__-.- 454 630 0 toGGGammodate ^art'IGalcell roinforch-ig and grovting. _ _ lbi z3-rl 2252 +458 245i 2944 343a 4'-4" (1,2"} PRECAST Sl3 632 k(T4i ia69_ -_. _. ..... Sal 'iS5 tia2 115"' 9i0..... 22TI 2634 ram. Ali ikitel5 meet Or exc-a o L/3&0 vertical deflection, except Iintei5 l -6 (40') PRECAST bbs - 1b4 t3T 2329 36oa 5492 6624 Si32 ___- 169 12z2 3e18 -_ 3469 4030 3z2? --._- __-.. Y._._ r .._....__' -1t6' 448 1a3 .. O-2-1261 14ab f731 veld for er with a nominal hei t of 8" meet _.-.._._.._.._ _-_-_ s0 b {t2b) FR-.GA5T F-, _. ...._ -_ 34b 493 535 420 }491 2i7a 2biS 3595 2e rT '-.._.-.. __ _- .__-_ - _. I 1fb 6Iz o--' S38a 1T,f 2a-, 2315 { ggOrexceedLify0. 420 e34 253 0 1 342 614 FHS6 0' 6"(i26°7 c456 4a2 eat 25 at' R22 Y328 535 9' &' fllb') FRECAST 3T! dal= r5i4 2oa1 2n4 3t30 2404 ..__.-.- __.- .- _ __.--(-__-. Eottomfieldaddedrebortobelocatedatthebottomjjfijjj bbb* 43a sob eaa UaI 13oa t b. of the ,'Intel cavil . ---- -..__. -- -_.-- .. sae i.£.5 1&5a 2355 i r432075 11 -4' (06) FR.ECA5T -- - 363 l 56 ti'- 4 (!a&') FRECAST 445 , _ __........-_ _ ssb S35 9G5 t2 5i595 1&% 21a6 I Up -_ - _.._..__ 543 8b4 3254 tb8a 2014 I510 zeta 12-0-(144") 4 CAST £ 63: . -acre, Sta I2o i5k41 3#eb k3?1 1t32" diamcatzr w"rrs`irr s are rue lded .a the bottom steel for _. ____. i2"- o'{i44^7 PRECAST 414 I __ ° " vol 4ca 63;_ e,b a?aa _ 2aae mecharslGoiarlGhore. 8" PRECAST Al 2" RECESS DOOR U-LINTELS 436 I365 ta54 44I 3S5 4a44 B. Gast-in-plo-e concrete may be provided In con-go5ite lintel in ltev _. --- -- sss aba a254 w'r33 Zan 2b32 3saa _- - ....__. Of concrete mosoHry vn7ts. "%+ UPLIFT LATERA!_ 421 126 Ia2a t35i i635 i224 lass S3 4 (lbo) PRcoAS - - 302' 398 j i3'-4"(160") FRECAST 562 - -- ---- s 409 bat aoa 33bT 153 631 `eat 9 Safe load ratln based on rotlo^,al de5lgn ar,014515per --- - r 4as - ran fo-6 la3e less 234e 2a2o _._.. _-----' 6 ;w 63s rra az2 ov5 ---- qsaxre-rr ersrwr asrr ID-r- y_ -- 34 O"f168`J F'REGAST 45e' 31 _ r _ . 1 .__ 2i' 6 3b0 AUSibandAG353O ----.._.--. TYPE.- 3es 6aa aw Ir.o 1462 soe1 12vo SFll6HftFb _ _ _ 54b '3 b 629 922 125R t56-1 fetb 1 a azo- :Darla- i4'-O"(Ibb"} PREOAST 33B _ 114 215.3 2666 74'- P"ii76`) P E 243 2Ci. 454 54i Y24 _.. B51 4ao -7 L1i is All •do.v s 'easedLOAg-a nmTenlmuRmi 4" b7e a/rir-rt, Erxce Exception; ..ale toads far unr3ited LEt3C> Ttis24a Isla 233a silo 4oae 485o ass vm { 1 - - _.1.... -..... _ IAI` ol tGsed 1 ALL_ NOTES L..J p " - i24A i5i3 24F3 3360 4313 Sob].. ' __.. J3, a'-8' {#-fb') PREST?HSc NR. 46: T65 t3T0 204' .26 t kR TE'E 22S H 4 2 552 1156 T 144f 3142 P,R. I 35 7f52"-11 PRECAST - 32 a32 1ttnieis must be recki_..d 'rxy 20 If bearfHo ;math #s less tf~,an 6-1/2 . - _ na2 i5a1 23ts 3z2i 3a3"1alsb1] _ -... _ ___ (... o 3rFn 376s ;5- 4 s-___._____ ___ __..._ _ { a25 f54') f'RE'.AST _. m._. e53 e5.3 .. -. t t•4z !t4 t t&z hsz - (5-f?ESSE .#_.__ _ N i2. 3<l Safe { nabs for ail recessed lintels based on 5' nominal bear!T+ . trig 1455 :a is , 3o56 3531 4b43 5453 s'S ?^ (tb4"I PFESTRE`> H.R. t .-_- -_ _ ....___-- 225 329 542 79, i 10T2 `r 133t 1616 _ g _-._ _.. 42a 6a5 f250 1895 2310 28a0 3410 __-.._ 236 -it 36' 464 ..-SS"t "{ 8 2, t4 ii. = Not Rated. - a24' 1112 Il'I5 2423 3a55 36ea 4325 iee .. i- _ 10 ? 14 i6b") f'RcGAST _ - _-. sal So! , vFc-_"''_.. r+sz .._ 1T-a•(20H'JEszESrts sei -'-216 „aa 64a eta rigs 135a fdR-253 3. '. Gfe IaadS are total 5V er+ o5ed olfowable load on tho 5ectlan 5 ectfled, 921 f132 114! 2351 2a18 36G3 4230 .l'-4° (20B')FRESTRE55[ 7 1 R. -_- .____ I -. - Pp __ - -- -- -_-- 310 s3o aso I4co laoo 2200 26oa 4 - - T 4. Safe toads based on rode 40 or racie 60 field roaor. eab• else-2.-.... 2352 2965 3sa 41ae ---_- -'-' -- -.-..-. rbs 2a1 - s,3T-4G1 490 7 sie bs? j g 9 __..___.-.-_ _ ... _ raR_... >: l tvz _ rz nroz }a'-4" (25s^)tsT,zesse __ _ jj. _ 70") P4ZECAST __-. _... 4bq 464 19'-4' {2.2')PRcSTREaF t65 23aI v33 { 550 r36 9 i 3?601 _ 5. Addttionol satcrai iced copactbt con be obtained by the designer b -.. _..._.....__. - 'r"9 tfno 226a 289t 34- ,,,4z06 _...._ MFc. 2ao I 400 1 -rSG Aaao face a12o 030 -..- ......-....-- ---- --- I--- --- -- avldi addonok re3nforGed mosarx'= oba,°e the recast firstel. 1.._. _.. ' s sob 218 =.76 4s3 s¢ saw I 1- 45 S82 #St3 2042 3513 33a"4 3642 .___-- -- -_ _ _ 4____ .__.- __._-_ 2f'-4 C2:h') STRE55E i Pr '' g P&o") f'RE..AST -so soo -_ - - i itpztaztaz3ta'+. _hR to t N R 172 27'- 4' {256"} P{z£-STRESSE, -]- ---- -... _.___ -.._.- {42 - 212 336 ' 4 635 £-J a43 _ _- One #- it { i ]'+a a5b 1468 iaa? 2Srli 3a3S 3563 1%R 1 - 30 6t0 yq-O !3a0 CISo 23ka -_ __ _ mbarmaybesvbs:.:tuted *ar .r:o ;g5 rebars rn b" 14n[ets on,y. ___..._._..._.... _____... __..._....__ .......____ ____ ..___ -. __-__-- _ _...._- _ _ _ 4o f .aa 26a I 343 b..._...aa3 56a bey6a] '.325 '6io 2250 2':53 3221 .. ___._. -__ _ __ _- -___ _ .._.._._... __ _ 72'..pp2b4'I F ESTrES. 1. ThedesignermauevaSvatecancer:trated Ioad5 from tro safe load tables (9O") PREOA57 --' _..._.. _. lso aas n >` + ` _ { asz raz __ „ 1 i cos 322 4s? bo] -- Nsz. #6 ....I l be8 boa33a2i'ib2 2-O"i..64 iPR._S iRE_-5`= -"-" _. _. 510 b10 1250 3bb'J 14't0 ___.__.___ _. 1 1 _...4 2 -4T41 GO1OV{atingthemgxiTlilMrPStSt}fU.7 mG'Tze L'IIfia' S}?e Pr Qid-QYtai {'i'O133 tl'iL+ _..-..-..--,533" 4'3 508 i423_ {t3 i"'P41 -1--.- AAR fbo 3oG - .- I ___ _- a225 2kaD22 33 4 38p 115aas I 24 0 2HH" FREST+zE.S`.Ei -.--+ face ofsvart. j! (116't PRECAST ___ ' ..._ _ sib bla rirz r iez zaz r1 twz.._.. ( ) 124 lab 2ao aoz 535 66o-`F e3s j E'dR t3apF' ( ___...-. _-_ .__-_245024-0"i2Pi6°)PRESTRE E MR _- }} -'. - I b- For G 533 57i Iooa rasa 1T28 2oaa .__1 _._ _...__._ __ - - mpos teling. heights not shown, use safe load from next lower hef t. -.- - -- - - l 130 2ao 410 12 fa3o 1®so Isla _ a- Ali safe loads in units of povnda per ',a- foot. *F=11)( aE VALUE t3`1" 15% FOR GRADE 40 FIELD RE5AR -- -- - F, DUGS Vr°*.l_U Y 2.iio FOR 6RA.D ?-O 1i`L» '-F'ifaR f I z LIE= LINTEL-_ TABLES MATE RIALS 4iNSTALL.ATION 3, eo,x rR precce:t tE,tel 6R60 ne A5TM Ab15AE j -- ---} 4, fe geld concrm 40 Pe AS"C3-i A6i5LLID 1 GRAYIT$ xBAFt LOAi TABLE Ft7R 8 ..C4NCRETE..'_U LINTEI S j i p p _ ato3c or - ost lirdols =4oOD s£ _. _- _ _ - 4 tINTEi M0. LENGTti x1s" s xL s xza a^xz x32 - s xa" sx1z' INFILLE FILLE iLLED 5 concrete mason" vn'+s e io G-90 -f 1©" - jD65411D 625-D, T102D '._ f12000s 12 GO J2000, 120J022Or 1 y P _ dt - _J _ £ - Ft r rux par ASTMch r0 tx As o , 1- _. I . t t2'z 6. caicviatle by. , 91h -d U. tlmavrnan, P E., A 2 '--_._-- 3& 5 3a56 000 ldds'oNcw E 1ne ri Inc. A-4 416, , 20, 30bo 200o i201 I Doi n9 n9 72316552 O L._ _ -) I 7. shore otIcomposite341tets4" O_G. 1 1 8 " A-3 46` 20b! 974 336 ° 46 6 61 b 269 b6 i a24 I §a 8, off compositebersscalco{aced wV4y; t#5 lr icp 1 laic 24b; I 3 ' 3 3 4037 5350 Y- 9. safe Soads baseG on nomlr I a' 'aearrng ---- ----(- ..-._ L__ _._1 - - _ 9 4" mir mr, m;}. _-. A-5 j l 4 `102 { io5b i544 2542 1 32'f4 1 402-1 41R J5522 1 40 ten th th sor feel ist par97rsecr soot A 4 10' 6" 48ti 1! 483 b4l fll0 - 1522 d- _ a T f r 1 t 'eaext lcr J 4 2 436 2a ea 6 4f P A 6---_..- 4" 656 fr36.-._ fli2 3 34 _- y a' g - - b5l 221 2556 $ A 6 a. -_ Uj FIELE CHAR 22553020022455243. 3384 m 2 61 -jiff` e - +'S Gr240p,, 9 12 b' 42; 4Ba _.._ 50O i224 604 .i96a 2360 272 fu / z A-10 f34 343 1 411 774 1053 1 13b7 1642 2024 23 © 8 r _ _-_ ...__..._.A-ii 140 542 373 64O 938- 723 1510 ICOA Gi9i . ~ A-12 b334 67a, +i42IIOB 1352 ib24 {87 174 272 2b5 436 bit bC7H # 988 ilba 13800ii Q _ CONCRETE FILL--'A-i4 i4'4' 25o jjj aas aab,_ aso 1 +Ise I4oa 46Qa I ao zs O - iB3! HELD IREEE F- A -IS20'0" 1 225 365 I 413 la4 £652... 6300 157i 31 a r-F- 40 r _ - --< ALLIED UPLIFT AND LATERAL SAFE - LOADS, COdCRET£ U" LINTELS °g l-S/b'l,GTUAL -- ------- LATERE a t_INI TEl N(. 1 EPdGTII6X8" 8"X8" 8"X32 8"X95" &"X2O"' 8"X2A' 8" 28" 8"X32" AL LOAD1 UifFiLiED FILLED FIi,LfD FILLED FILLEDFILLEDFILLED _FILLEYE FILED { ra+ j 2`IO' 3fR6 315o 4134 k0000 10000 10000 10000 1100: 440a j A 2 316" 035 la 76 5445 i00oo }000030000 0000 I00Ih0 2,:2 _ A 3 4'6- 10115 1051 4224 54Vo r52O3 -444o k i0ol-XI 1415 { A-4 5110" 576 5 03 23&0 3314 4300 5330677 66 7&4L' -----113--- _ C>t_rj 76453701421-- Iola 25525514 fi67 4600 661 - A b °i4' 225 252 954 12116 1665 20oq 1 2542 2a47 423 by. A-7 lo'6' 155 2O9 -756 1044 1341 1662 20252-47 , 32a { bye d- Gessaxs -- {{ I dxecked P A-14" 303 333 652 all i0 4525 202 5-1 i - i 4a4e_47-2291 A-cIt 12' 8" 247 262 635 ' 76{7 94f. 1232 1464 -1 . A-I0 i3'4" 253 253 SlO iO3842 +109 t363 !' i509 rJ -1 - sheet: A_I1 1410, 225 324 473..~ 652 524 9025 dta6 labs_ __ H A-12 t4'b' 141 lib 442 609 769 455 1106 1. A-jpj I 7Y 145 253 51 4& 3 605 755 B42 " A-34 '=" 1 214 Sob 420 525 65l ? SS a26 2 A-i J 2010" f74 203 246 S_ 405 Soob30 6bo -7816--- A ST ti n455 eEZT' 0'11 EPDXIED T3 EXIND BEAM W/ S/8" D1A THREADED ROD Y1/ 5" MIMR-t i EVIDEnf'INT ROOF TRUSS LAYOUT V MTS, ROOF TRUSS ANCHORAGE: 1) USE (1) TYPE "C" (OR INTERCHANGABLE TIC) FOR TRUSS TO FRAME WAIL OR BEAM CONNECTION UNLESS NOTED OTHERWISE 2) USE (1) TYPE `A" (OR iNTERCRA _E TIE) FOR TRUSS TO BLOCK WALL CONNECTION (U.N.O-) 3) USE EHUM26-N (OR INTERCHANGEABLE TIE) FOR ALL Y-W:T RANGER CONECTIOMS (UNO) 4) USE (3) 16d OR (3) .131 x 3 1f4" PASELODE GUN BAIL TO FASTEN SACK TO W GIRDER. (T&B) 5) GABLE TRUSSES REQUIRE (1) TYPE `A` OR 1) TYPE -C STRAP AT 45- O/C FROM CENTEROF TRUSS. 0- 4 NAA VALVES. --- BASED ON "NAT DESIGN SPECIFICATIONS FOR WOOD CONSTRUCMN FROM TABLE 8-& - 'AWLS AND SPIKES - LATERAL LOAD DESIGN VALUES" MAIL SHEAR VALUE (ft-) 8d iO3 106 925 16d 149 NOT) : SEE TRUSS MFG.'S ENGINEERING AND i1# YCtUTS FOR TRUSS —TO —TRUSS CONNECTORS z,- aF.gss it F. 19I~- 6 17_--_ 4_-12 PLATE HT. 8- 0-0 PLATE HT. P- FLOOR TRUSS LAYOUT 'A' B s- MELD BACK 1 T f,7PAPPM T A PAtEU TIC EQUlW Y 8E SUBSTITUTED FOR D N-L DES}G TIO - fi E$ W ® n3w g 0 s g U fiss` tire itS<` sa fi ctaeds ad 4y sww sheet dae: 01-22-n1 I" 6—B Of T 6 L N fRODUGT DESGRiPTION GOMPLIANCiE FASTENERS DESIC--N LO?+DS (LBS.) MAX. DFL/SYP UPLIFT SPFGODSLISTIN6 A META18 CONCRETE STRAP SBCCI 9603 1 1 14-10dx1.5 , 2 1 10-16d 1500 1495 E3 H5 HURRICANE CLIP NER 393,422,432 4-8d, 4-8d 1485 455 265 C MTS16 TWIST TIE NER 413 14--10d 3116 1000 860 D LSTA30 STRAP TIE NER 413, 443 22-10d 1670 1670 E HUS 66 SINGLE FACE MOUNT HANGER NER 393 14-16d & 6- 16d 10000 1550 11 10 F HUS26-2 DOUBLE FACE MOUNT HANGER NER 393T 4-16d & 4-16d 8033 1080 775 _ Ml_ MBHA3.56 7.25 MASONRU HANGER 8 SBCCI 9603 18-10d, 2} ATR 3/40 x 8" 5955— 1885 1355 MH MBHA3.56 9 25 MASONRY HANGER 9.25 SBCCI 9603 14-10d, {2) ATR 340 x 8" 6050 3145 2260 MG MBFIA3,56 11,25 MASONRY HANGER 12"- SBCCI 9603 14-10, 2 ATR 3 4" x 8" 6050 3145 2260 0 HD8A HOLDOWN TO 3" WOOD NER 393,469 3 7 8„0 A.B. 28667 6465 4650 Q SP4 TOP PLAT ANCHORS 4X...-- NER 432,443,499 6-10d x 1.5" 2917 735 530 R SP6 TOP PLATE ANCHOR 6X NER 432,443,499 6-10d x 1.5„ 2917 735 530 X HGT-2 — HEAVY GIRDER TIE DOWN NER 432 8-10d & 3/4"0 or LBP 5/8"0 28333 8665 6485 AA BC4 POST ANCHOR & CAP 4x4 NER 421 3--16d & 3-16d 3100 980 700 B BC6 POST ANCHOR & CAP 6x6 NER 421 6-16d & 6-16d 4700 1050 750 CC BC46 POST ANCHOR & CAP 4x6 NER 421 6- 16d & 3-16d 3160 980 700 GG HTS20 HEAVY TWIST TIE NER 413 - 24-10d x 1.5' 4430 1450 1245 11 HD2A HOLDOWN TO 3" WOOD_ NER 393,469 2 5 8" 12150 2775 2000 MM HETA20 HEAVY CONCRETE STRAP NER 393,469 1)ply 14-10dx1.5 2 1 14-10d 1735 14951495 LL HHETA20 CONCRETE STRAP NER 393,469 1)ply 17-10dx1.5", 2 I 1516d 2130 1860 00 MTT28B HOLDDOWN NER 393 432 24-16d AND 5 8" OR 3 4' DIA A 4455 4455 ENGINEERING 0 00 W1 lo-iO4 NAILS WALL STUDS I H FlocF FRAmw. MEMBER 5EE OGt#IECTOR C44AFTCITTIE jECTIOM OF HEADER 5C44EDLILE FOR DOUBLE TOP PLATE HEADER 2) 7.10 W/ la' CDX FLITCH OSB OR Cox EXTERIOR $W-AT.1- 10,f GALV. NAILED 4 ", EDGES AND L" O.C. FIELD STUDS 2x4 P.T. WALL 5TUE) UW 3) L12' 04A ANCHOR BOLTS TO BLOCK FULL LENICT WALL STUPS4---- 1/2' DLk x 5' ANCPOR SOTS EMBED 6' MR'L Wo FOLNDATION W/ WASHERS, lf4 LOCATEDU714IN &' OF iAtoirl-41-14kJ EACH END AND 32' OIC- ROOF HEADER NAILING 1) W/ 10-10d NAILS - BOTTOM MAX EL RE 1N PATERN DETAIL ------ OF WALL4HEArRSTUD -7x4 FT. BOTTOM PLATE STRAP EVERY OTHER STUD TYFICAL FRAMING AND CONNECTIONS FOR OFENING5 L 5 119OORFF-4mlP IGp PROVIDE 2X4 5LOCKW, N THE S 24" FIRST THREE FF-AMIW, SPACES AT 45' O.C. ANCIFR TO BE 15LGGCKED AT S&' OC. OR RAT FA51ENkKz-- FASTEN FLOOR 5HEATHW, TO FRAMIN61 W1 WITi4 ad Cor-"01,15 OR &d AOT F>lf=fEE> GALVANIZED NAILS AT TPE FOLLOWING SPACIW-: 1) 6' ON CENTER AT ALL PANEL EDGE FF-' MW, 2)12' ON CENTER AT ALL NTEF"EDIATE FRXlft,' SPIF, F A 5LOCKIED LAIS CALLED FOR ON ROOF PL PROV Zx4 BLALL PLYWOOD PANEL EDGES NAILE, - 4- O.C. FOR BLOCKED L6PWRAGM ZONE I'd NAILS AT 6' OC. OR 6d "L6 AT 4' O-C, OR E<XL4LIvALE)4T EQUALIVALENT PKEMATIC ATIC NAIL AT NAIL AT SLT-f ORTED 5 EDGES _S Aa> 414D 5LOCKR-* A.-V V" O.C. 12'0,--. FIELDFOR OTHER FIELD FOR SHADED ARIAS AREAS OF ROOF OF ROOF W' 055 5W-AT4*, R. OF V21CDX TYFI. - m I/Y-' OSB, - HF- ATAW- 2X4 WD, STUDSm I' " CO. Z 5LOr--KtW- -a 45" 01C MAX, IN FIRST TPREE FR4MHNr, 5flACE5 4 'So" 0.(-- T"EREFORF FLOOR BRACING AT ENDWALLS 2X4 BOTT;)M PLATE 3M'f-LYU)OOD 2X4 BAND BOARD 96' FLOORTRI155 14' OT- UJOOD TRUSS STRAP TIE TRUSS I RAFE Er) AS SHOWNEVERY 316 C N TRUSS LAYOUT STUD CONTECTIN', PER TRnJ55 iTr FLOOR TF-lasTOPLAN211aFLOORSTUD - 2) 2X- TOP PLATE rT C TRAP D01- 2X8 HEADER STRAP IT FOR 4'-6'I- IAX- CFENR'G' D51-? Ty" ER 2X- BLOCK44, PLATETO HEADER FOR 5 -7ATti1D5PANFLOORTRUS' MAX- OFRNR4G UNO, - VI I O.G. STUDOCKW 2X 13L PAC- w, AT NO SPAN R W, EN FOR 94T5RG. UT FRArFE 'U-L- PLATEANCHORUI,* Oa STUD 5PACNI, EVERY OTHER FOR INT, IRFr, FRAME WALL STUD (TYTI. TOP 4 BOTTOM) Q PLATE ANCHOR EVERY EXPANSION EVERY OTHER STUD (TYF-'- BOLT 4 E EXPANSION BOLT24'Or-.— FRLVING & STRAPPINGINTER- BRG, WALL DOOR F IE30WD LINCa M 2 STORY 5RaWALLeFF-AMINC 5ToFT EM FALL Z wCovTRUSS5TR4FIFEDAS SPOWN CN TFIJ65 LAYOUT 2-2X4 T PLATE TOCMU 2.4 TIJD 16 DO DQFLATE ANGWOf EVERY OTHER STUD fTYF. 6M BOTTOM) — V21 x a, FXPA3I51c' m ElOL75 48' 0,C- KAFRAMING -&S%G TRAPPI KWFFWAI I OVFPCMH111000TFIr-6 STRAPPED AS SHOUNON TRU55 LAYOUT 2x- ai- ocrctrl AT MO,5FAN Val Cc- STUD SPAC4, y, FOR w- FF-41- IE WALL 4PLATFANCHOR EVERY OTHER STUD (TYP- TOP I BOTTOM) — 117-1cal BOLTS 32' or- 4'-1' EXTERIOR WALL SHEATHING V PATTERN DETAIL axa>( Vl V &Wl V2' D"' ll X U CN, (TYF 45' MAX. W1 TFW55N 6' MK EMBED ( TYF`- W—JT-T-1 P.T. 2X6 W1 1,?' DAII't lil BOLTS 4'' MAX W1 &" MN, EMBED. (TYf DETAIL-. TT'F'lr-, 4L JAM5_F45TENLNG OVEF LIEAD C--ARAC-- E [DOOR SCALE: 14.T-5. Q-TF HF&E REQUfRENENTSAPPLY UPEN NDOW DOOR MANiPACTL41ER5 FA5TFNW, EITIOD 15 NOT SPECIFIED. U HAIL W1 Jlol: DIA OR PE -AVER FOIJER N,4I1-5 8- 01CAND 3- MAX FROM ENDS TYP. III/ r MWEMBEDMENT INTO BLOCK_ 2JAI-50 ADD 3/16' DJA. SELF TAFPTW, CON-1. ANCHORS TFIRU U14DOW DOORFRAME FKiFIT (5) W-4E- e FROM ENDS MAXAND FORTY f40) NCHE5 MAX, O-E ON NTER UY I' MM. EMBEDMENT INTO BLOCI" ATTACH IDN'DOW TO 5U014 WJ nOSCREWS MAX- 5' O/ C AND MAX a' 01C AND MAX- 5' 0/ 1- FROM ENDS EiAx L4L-TffRiAu-) L) INSTALL 3A6' D1A2-'IETER SELF TAFE`t6 COW- ANCHORS EIGHT (0) D4CHEZ MAX. FROM ENDS AND 24' ON CENTER MAX. W P MK IE'E D NTO BLOCK FA5TFNO UR4PCW/DO--IF FT MICK5WITHW5CfzZW5el' O/C MAX AND MAX. 8° FRO;' ENDS W/ I" MIN, EMBED- INTO BUCK TYFIGAL BLOC< CIFENINCT Z-,>ET, 41L FOR PT SUCK FA5TV4M AND 35 P`5 RATW,) t8 FRAMING -&-5jRAF-P-N- G INTERIOR BEARING NGwA-l=- L I NAILINTO 2 K41LIS INTO TOPPLATE. rTOPPLATE FRE ENGINEERED Ilk -> OD FLOOR TRUSS 24- 0,C- Ar, TOP PLATE 2X- BLOCKIt i AT MOSPAN - G;ENE RAL. NOT GENERAL I. LIVE LOADS - ROOF; 20 f FLOOR401-F STAIR4OT-f 2 SPEED l3ae ' a-t' 3, ALL U*W TO BE IN ACCORDANCE U'H THE F-BC 2001 C44FTER t6 4, ONLY URTTTEN 0'-IAWE5 AFF'RO" FE) BY THE f:I,--lNEHR SHALL BE FEF411TTED. GONCf ETE - L ALL WOF,6, To BE N STRICT ACCORDANCE UTW THE ACI 310 2 MIX DESIGN CRITERIA: ALL COW -FETE TYPE I PORTLAND CEMENT. ( A5TN C 50) STRENGTH - 28 DAYS SHALLMEsE 2SOO M FOR 4-ABs AND FOOTDr,5 AND 3000 P.4 FRE (U-C J. MAX MIN WATER-GEN.-RT RATIOBY dErHTFOLL-Ourl; SPECIFIED mcN-A4R AIR COMPFE553VE ENTRANED ENTRAter) 5TTH P i) C-01' RETE CONGI' -TE 7500 0,61 054 3000 oEa 0,46 SLU- Ifl-Ej-AB ON OE 1. OTHERWATER - POTABLE CHLORIDE - NONE 3 PROVIDE NORMAL WErHT AGI- REGATE5 N CONFLiAW- E WITH THE REOUREMENT5 OF A5TN C 33 4. F15ERI-ESA FOR SLAB TO BE AT A RATIO OF,75 LEI51-rAFO, FOUNDATION& : L FOOT1Ay, DESIGN BASED ON MIN MIN ALLOWABLE 50L PRESSURE OF 2000 Psf- 2, F FOCTW, ELEVATION IN DISTURBED TABLE OF U45LVTAPLE TFiE FWINEER SHALL BE NOTFIED AND NECE55ARY ADA,57MENT5 BE MADE PER HIS NSTFIXTIONS, 3- PREPARATION OF THE BADE TO FOLLOW FFCON"EPOATIOK5 AS OUTLNEO N THE GFOTECHNr-AL REPORT. SOL, 4. STET-5 IN WALL FOOTW-5SHALL NOT EXCEED A SLOPE OF (1) VERTICAL TO (2) HORIZONTAL. 5, OAUTIOI4 SHALL BE USED it0.FEN CIFEPATIPIGNaRAJORY COMPACTION EaUlpt- E-NT NEAR EXISTING STRUCTURES TOAVOID THE R15K OF DAMAGETO THE STRUCTLIRE MASONR-l'-, L DESIGN. MATERIAL AND aICFKkIANSHTP SHALL BE N ACOCRDA-4-- E WITH THE ACI STANDARD BUILDING 53O/ACI 5301 CODE REkilfZ-F ENT5 FOR CO RETF MASONRY 5TRU(- 2. CELLS WDICATFD To BE FILLED SHALL BE GROUTED VT" 3000 p.1 CatCPETE- (0* TO 10' SLUMP) 3. FRCllV>E 25' LAP FOR STEEL ® ALL LOCATION5. A ALL CELLS ADJACENT TO CORIF-RS, EJ'V OF SHEAR WALLS AND tNDER CONCENTRATED LOADS SHALL CONTAMVERTICAL AND SHALL BE FILLED WITH CO44C-RFTE. 5, CONCRETE BLOCKS SHALL CONFORM To A5TM G-RO178 DAY STRENGTH 200O p,0 (F'-1500 Ps0' LAID N RU441W, BOND_ 6. MORTAR SHALL BE TYPE N T. ALL RE -BARS SHALL BE GRADE 40 tNLE55 UP1, 0. WOO[) I. ALL WOOD FRAMNY AND PRE-EKSM-EPEp WOOD TRUSSES SHALL BE DESr-eED, DETAILED, AND FAISPiCATED RNA ANCE UATA THE PROCEDURES ANDRE=CUIFU-lSNT5 OUTLYFED IN TIE LATEST EDIT"q OF THENATIONAL DEW-N SJFFCFICATION5 FOR WOOD CONSTF33O-TION- 7. THE WOOD TpU55F5SHALL BE SIZED AND DETAILEDTO FIT THE AND LOAr>5 RIVICATED- ALL DESIGN SHALL BE N ACCORDANCE WITH ALLOWABLE VALLIES AND SECTION PROF'ER"Es ASSr,NED AJIIC APFR D BY THE 5iJILDR11, COVE, FIESIG" CALcULATION5SW6NEDAND SEALED BY A LICENSED rROFESSIOI4AL EW,1NFFIR ARE TO BE StIOMITTES) TO THE ENGINEER FOR APPIRCIVAL, 3. PERMANENT BRIDGING F-=IRFENDIOULAR TO THE 5FAK OF THE TRI155E5 SHALL 13E PROVIDED AS f,EOU;RED, By T/E TRUSS MANLIFAGTURER, TF1155 MANUFACTURER SHALL PROVIDE STATEMENT THAT BOTTOM CHORD OF ROOF TRUSSES ARE BRACED PURiWl UPLIFT CONDITION, 41 FOR 5TRUCTLF-AL LUMBER, pRCvlDF THE FOLLOUM4G aRADE AND SPECIES , SOUTHERN FINE 51 44-AC;ES DRY USED AT M% MAX. M. Co. GRADE NO2OR E FINE PIP, SOUTH GRADE NO2 S, GALVANIZED METAL PAW-ER'S AND FRAMWI ANCHORS OF THE SIZE AND TYPE RECOMMENDEDBY THE MA"r-'11-7URER FOR EACH USE NCLUDR'd RECOM- OZDNAiLE (Hlla1;EflcCNNEcTOFrS OR BaUIVALFNTJ 6- ALLBOLTS USED FOR UACOD CONSTFLICTIGN SHALL BE A MNr`UM OF 1/2' DIAMETER AND 6' N LEW57P (ASTMA-30-P U714 MIN, 1 1/2' DIAM- WASHER UND T. PROVIDE FRAND4, P;5 OF SIZES AND OF 5PAOWIS SHOW OR IF NOTSHOW, COMELY WITH L[MSTW STUD PEb3]4T& CHART. DO NOT SPLICE STRUC-TLIRAL MET15ERS BFMIEEN %PPOFITS- a- A"--HCIR AND MAILIN4, AS5+40U21, AND To (;: CMLT WITH THE RIECOMMiENDED NAILING SCHEDULE FROM THE STANDARD BUILDING CODE, LATEST EDITION S- RODE E44FATFWlV- I/ Irl, 055 OR 1/2, CDX SEE CRAUW55 FOR NAILRe, PATTERNS- VER,IFIG,4TIONOF FIELD GONEATION5 I ONTRACTOR SHALL VERIFY- 11ENSN5 RELAVVE TO SAME- WHERE ALL Fn=LD Cot4DITJONS AND Da FOALS THERE ARE CONFLICTSBETUFEENACTUALFIELDCONDITIONSANDDATAFIRESENTED N THE ERA"arS, SUCH CONDITIONS SHALL BE CALLED TO THE AFY-OTECT'SATTENTIONANDNECESSARYADJUSTMENTSMADEPERHISW51T4II-TIONS- 2- FOR ANCHOR BOLTS USE HtarsHES OR EaUiVALENT IA-36 OR A-301 STEEL) 3, FROvOE 2X4 --LOCK0rCN ALL SIDES OF THE RIDGE VENTS WITH ad NAILS AT 4- ON CENTER. PRE FW-11"EERED, WOOD vl° OL_ STUD FLOOR TRU55 24' 0C. MAX FOR KE WALT FRAML- 2X F.T- BOTTOM PLATE -- E30LT 37' O.C. ToERA& FLOOR lFir.5 To TopPLATE MV V S, f2) ON ONE SIDE, fl) ON THE OTHER - DETAIL: INTERIOR BEARING WALL W1 NO UPLIFT Ic E ENGHIML-EFAING N PE.iUT. v 24' O.C.. 2x4 CCNT—..__._. _.._. 2-7X4 lSi u1 w V1, O/C iT TOP RAT£ o c EA 51L7E (TYP-) OR 112, CPR— O CH 2-2x4 D- i ] TOP PLATE }- o 1/16, 058 \ / vw,b 055 E OR V7' CDX __ SADDLE PR'-2 2X4 STitDS / C ET 2x4 BLOCKr e PROP} f6° O/G O < tIl" CCi 11 ui d TC, ONTX4 NAJL-- EA. SIDE (TYP) PR VIDE A / CRICKET 2X4DiR W/4 GABLE BRACE I ZXd STtki Od NAILS E ' 7X4 P3. 16" 0IC 80T. PLATE"-- , a C- ONT. 2X4 NAIL '+ - -__ J-6-X-TS . -- .. 11 Yts m omTO EAC14 TRSi55 / -- AS Stiff -._.. z 43 cv a t- iEmiEERy/ _G EA SIDE (TT-) 'r PE. W.T, 24" 11 . STRAP £ ROOFT{2U5S BRED W/-B- CANEa v v CL!P TO TOP _ x 6OT. PLATE WALL C l _ 4 id n x GM WALL---- " SOLtP __ .''. I-U WALL ROOF Tlzi155- 058 OR V2' CDX N F AMING SECTION THRO CH11 EY - - --- slsTESP1oR CI#I AIdEY H Cg? WALL SECTION Q FRONT ELEVATIfh i SIDE 0 iP TERlt3R CHIMNEY DET IFS CHMN TAIL ECD EXTERiC3R CHiMt EY DETAILS ELEVATiOra CONNECTION RT 5. - 2x 9TIS}9 et4," O.G. w F- -- --- - 314" FLOOR S!-SE ATiIt iCs---- t ; Ati F MATERIALS. T4$ OF TWO RISERS A V ONE TREAD, EXCLUSIVE 0 LOF714-1--Rg,f-CTtON OF z Koswa+ E THAN 22' t EXCi EENOD zs -- a e n 1 V 2X12 Ta2EAD NOTE; SEE FLOOR HANDRA3 U2' GAP TYP, csJ PLAN FOR -- z TREAD DEPTH [ I i OODFL#2 oRs,;:= TF USSES N,4X. L 1 1 V- C7 r __ - METAL & RACKETS > O a:- a 2XI2 Iti --- ^ - W i ZXt2 2'O" O-C. PLA 2x12STAIRSTiR1NGERillInlil _- - -= 1X6 - 2X6 BIRAcilk, i" NOSINOx 3"iAx. i _ _ 9 s/2' i 2Xt2 gHRACKET.- DETAIL- w tX6 i ISP BA KiSG 3zfl z zX LFOGER f 5TIF, TREAD - 1 2X4 WALL- w \_- 2Xi2 5TRIWK ER FASTENED ai 3 o /- vz,DRYWAiL - 0 PATTOM d WFDfED a TOENAILED NTO 2-2XIOP- 2X STUD tU L RAK.FD WAd-L TXn r-ttz &G-- ta T IRTeonrm2xd2 STAIR OP Ai STAI j-- STUD WALL , i ',a AL & I N L E m11 2X4 ST` RIERDETAIL,i _UN_._ . STAIR 2Y4- !CAE_ R - - -PT- - BOTTOM PLATE --PT. 2-X4-M—AILER `ALO2X4 NAILER of A TO ALL DETAIL-, &TAI i E,D WALL T I _-I l L J I I fi 11 w T MTS{ 6 MktdA $ +( 3 a THE FILLED CELLS CAN BE REPAMED UPt FSTRAPS TO 0d R T T / C BY EF'oxy R (1) s RES.4R (SEE EPDXY ( PRG F pE NES AND SPECIFICATIONS " CO#CRESfVE i $ M ACR (5 ) (EACH STRAP) (EACH STRAP) UQU D LPL OR E67lIVALENT ") INTO BOND BEAM ' 0-T3Ii I -- T _ ANE ANDINTO SPOUNONBANSSIRNOTETALLFILLEDTHEELLSENGINEERING5g 1 132-460 J 2 l -- _ PROVIDE 6" MIN. D. AND 3/4"7 HOLE INTO 77 7 s BOTH THE BOND SEAM AND 7HE FOOTRW, {apn Ja_s m3 Fex: (oRJ) na-dale IF AN 'A' STRAP tS M5PLACFD STOP CF BOND BEAN 74° _. 9.R. eo% 9stbi3J. s.rcfasra aEa 4sdt9 st 32J14 ORPoufm*OF L T-IE INTEL A3-1 -\ i -- o, AT da" z4^ E t'i. F as; SIZE - $ AT TOP ( II"&! L A WOOD Tt f .D 5 MT5#6 CAN SE SUBSTITUTED _ _. - _ _ _ <Xq FOR MI°aSED A" STRAP' :TYP. UCJN) PROVIDE 2Ii Ga. GALv. - - - - _ fiI "S AT 48" —_ SE EACA MTS16 ` STRAP FOR L BEAM u.V OL_ Y£RT. AdaD f2) 5 FOLL TWO THETTABLEAND5"OUN FROMTO6tTON (U N cow- (V "5 CC"`F (2) SIMFSON TS22 (243'Lb. max i1F'LIFT) cx EELOW EA POST _ `' LOf%.ATiOtd Fits ALL GflxvER (2) i PE5 RMU2 (n3oL.#7, max UPLIFT) cr e or T TAPCONS UTH I-V2' MRL E10EDAL1 ALL SPLICES (TYPJ CELLS V1744 2= • PSi PR0VZE OPEN (2) SEMGO ADS-2 (3412Lb. aiax UFLFT), GONG. ALTERNATEi EAD JF AT 45" O,C. NOOKS RdR40- FOR WEEPS SLOFWS EE LINTEL SEAM W/ ( 1)'S CONT. CM UTAL FILLED CELL g" C{-p) WALL--t% Q. GRADE=_ AWAY DOUBLE TOP 2x4 POST OU - CU 5 VERTICALBRACEEXTERIORSIDEFLANFORGRIANTITYOFWALL5` S - FROM HOUSE PLATE CStrACTkON OF TM5 MT-- AREA 'S e 48' O.C_ 13, ATTACbi TAFCONS EPDXY GRC tT 5 E2R8EGY"PcNT li d 01- 222'ST EVERY OTiRHOLE $+ tTO FOPTINCi A"• TOP +.)F FOOTERBEAM ILV Mgt MC3. i . NOTE, TAPCON5 SHOD BE ReTALLED CONT_ A5 ALL i2EBAR {zYP.) r Ste: IN STRICT ACCORDANCE UXT4 TI1 i A T ER' s REG0rMNDATIOK5 NOTE: EPDXY GROM Sid BE INSTALLED ED IN R£TAIhiIM6 WALL AT PATIO STRICT ACCC4;VANc:; E A WTW T44E ACT: Rs RW 54DE OF WALL DETAIL for (2XaCs SU55TITUTION ADEFOR PATELYATIOS COMPACTION for (IAA a GIRDER G EC GN EAiSSED "A STRAP DETAIL 04 F PATIO r R -ILEAVE BRACES IAISSED FILLED CELL DETAIL as PATIO SLAB FOR DAYS AFTER PATIO SLAB 16 a h 11 HANVRAIL TO HAVE A CIRCULAR GROSS SECTION 1711AMETIER 5ETY4EEN 1 1/2- TO 2,% OR TO PROVIDE GRCS5 SECTION NITH EQUIVALENT Cb 6RA5f'A51LFT-( PERFORMANGF REFER TO FLOOR PLAN FOR STAIR. SECTION SF'EClFlr- TO THIS MODEL In L 2XI2 STRINGERS AT51DES I CENTER EQUAL 24" TO 25" OF STAIRS YV 2X4 SPACER .AT SjDENALLS. ATTACHSTAGER.TO EACH 5TLV NITH (2)lod NAILS 3/4" SUS -FLOOR fill ( 0 d) x RISER TR1JS5 2Xe, STAIR LEDCERCONNEOTED TO FLOOR TFJ55 NITH 10d t- TR NAILS ATTACH EACH 2XI 2STRINGER ERTO d) LEDGER KTH (2)16d NAILS THRU VfitCLEDGERINTO5TRIN6ERAND (2)10d ON EA6H SIDE NAILSTOE -NAILED ATTAH RISER TO EAGH x STRJN5ER NAILS ATTACH TREAD TOJEAOH STRINSER N/(5)lod NAILS 707A3_ 57AIF- FUN 7FEAI:71 = " EXGLL OF Nfomit T'rPICAI- 5-TAIR CONSTRUCTION 1)ETAR- N-75- la u o tf L- d- by- I data_ 0 - 22-01 WEA sheet: S2. 1 OP G 3 L2" CONC- SLAB WI-15EFrIES44 OVER el MIL. V BARRIERYCBARRIER OVER TREATED WOOD POST C,CMFACTED FILL PER PLAN OR OR SEE FLOOROO cCsRADf 2 5 x.BARs 0 THICKENED SLAB AT BEARING PORCH POST A*ESS OVER 5• FELT OVER WDOD TRU5SES STRAF %ED A5 Ad 7@ikSS LAYOUT IX2 PS. G /ER DXS C%>R OVER 2X6 3f5' RG-1d S A5CJA GRADEORV2` F, G Wf + FFTTALLVENTED SEE FLR PLAN DBL. 2XS NSADER FOR 5T w -.__ FOR 4'-6° MAX. DBL. 2x o HEADER FOR 5'-9' 3 V2' CAISLAB MAX_ OPEPd#t-IL- UN,O. WIVIBE. FMFS}4 ON U00D POST GLEAN, ACTED F'ER FLOOR PLAN FLL W` / f 1TNIC W/57UGCO FTa UY 2 ° 5 BARS SEE FLOOR PLAN FOR PO5T SIZE SECiIOPd C) COVERED PORCH 2X4 BL s 24"0,O. MP. RO F TRUS5 gTYP. LATER-L ' TOPcWALL l12,1 riAiLS TO ROOF ) to TYP> 27 TZd NAILS fiYPJ OTIXE3 15E NOTED ONENOV2° DRYWALL 2 - 2X PLATE ON FLOOR PLAN FLOORtU/ "GY 32" OK 32' V2° DRYWALL-- R-id E+AT7ATM AL STUCCO _ 2-@D STRAP TIES l/5A STUGOO OVER METAL LATH Mi5HfALTTE F ifSidR/5 CEDAR FNISNi (ONE EACH SIDES O-ER 15• FELT OVER O,5,5, TOP OF FR4I-FE WALL 2X STUDS 16° O!G 1Y70D POST PER FLOOR- P- 3X BOTT. PLATE U!! I/1 FE' A.B. 33" DfG OR PLAN 11^ liER3'J2rORCt-4 AND *a, 32, O/C c,oW- SLAB FOR POST SIZE BRACING BRG.( E' ELEVATION Q REAR PORCH POST 1lB A TIILON—LOADEXTERIORTAIL MONOLITHIC DETAILS SIMILAR WOOD BALUSTER W/ DECRAIL AE50VE THAT MEETS GRASPA5iLITY GODS m o / TRIM at / STAIR CONSTR f3EYOIV WALL iXB C_ FIR GAF 3 S'>2" BASER+ OUTSIi3E) iX 2 C. FIR SKiR i BOARD IMPERIA NEWELLPO 1OOD RAIL USTER CAP ALL FNEATH t, 12 C. NR SKIRTE,0ARD HANDRAIL OVER) DEG. Ike RAIL Nm2x6 HANDRAIL W/ ff _OtXcl RA;L GAP A5ay'E THATMEETSGRASPABILITYCODE1 ! Q" l T A i R R A! L S GUARDRAIL ELEVATION( i L S m I ENGINEERING fir ( 99 TThg* A3 GA£ i«n) T14-84n 8A. b4% t8} 623 At f Ft SDtB DETAIL IP HANDRAIL "°`" ice • " I A E; gg ^ Yo m3 ss3has z 10 Lr) ' F S 4 1,1 Z lyl era: mom«= bq dr w crt-n-s Of-