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202 Walnut Crest Run - BR04-001546 (PRESERVE AT LAKE MONROE) (SFR) DOCUMENTSvd A) h cca C:S'f k I PERMITADDRE " SUBDIV[P10fat'Se"PVC CONTRACTOR ADDRESS Centex Homes PHONE NUMBER _ 385 Douglas Ave., Ste 2000 Altamonte Springs, FL 32714 PROPERTY OWNER 407-661-2176 CGC 049689 ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE PERMIT # 0 ? - 1_51 CV DATE ' `f O b- U q PERMIT DESCRIPTION - w S /r PERMIT VALUATION % U 91, s' / D SQUARE FOOTAGE --- 1 9 City of Sanfora Certificate of Occupancy This is to certify that the building located at 202 Walnut Crest Run for which permit number 04-1546 was issued has been completed according to the plans and specifications filed in the permit, to wit as a Single Family Residence complies with all the building, plumbing, electrical, mechanical, as well as City of Sanford codes and ordinances and with the provisions of these regulations. Staff Approval Date Conditions (if blank, no conditions apply) Building: B. Oden Engineering: D Richards Public Works: 08/31/04 09/01/04 J. Crompton 09/01 /04 Utilities: R. Blake 09/15/04 Fire Department: Zoning: Centex Homes o v , ` 09/16/04 Property Owner Building Official Date I V CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION New Single Family Residence"" D DATE: 08/30/04 - PERMIT #: 04-1546 ADDRESS: 202 Walnut Crest Run CONTRACTOR: Centex PRONE #: Darren 407-466-9799 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. nginee ' t / Fire Public Works Zoning Utilities Licensing, _ CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS.CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL, INSPECTION New Single Family Residence**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 08/30/04 04-1546 202 Walnut Crest Run Centex Darren 407-466-9799 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire rublic Works Gd 01 Zoning Utilities Licensing CONDITIONS: Y IF APPROVAL IS CONDITIONAL) t h P B M CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION 4 h F New Single Family Residence"" r h I i DATE: 08/30/04 r PERMIT #: 04-1546 ADDRESS: 202 Walnut Crest Run m 2 a CONTRACTOR: Centex J, v c PHONE #: en 407-466-9799DaftenThe building_. division has prepared a Certificate of Occupancy for the above location and'is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works Fire Zoning tilities Licensing CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) LMBC1001 . CITY OF SANFORD 9/14/04 Address Misc. Information Inquiry 15:13:16 Location ID . . . . 247345 f Parcel Number 22.19.30.502-0000-1460 Alternate location ID Location address . . 202 WALNUT CREST RUN Primary related party Type options, press Enter. 5 View detail Opt Description Free -form information PLANNING & ZONING COMMENT PRESERVE AT LAKE MONROE CUSTOMER SERVICE NOTES LOT 146 ************** CUSTOMER SERVICE NOTES SW DEV FEE $1700.00 WA DEV FEE $650.00 CUSTOMER SERVICE NOTES BP04-1546 PD 4-12-04 SEE REC#6623 CUSTOMER SERVICE NOTES 3/4"WA METER SET FEE $190.00 PD 4-12-04 CUSTOMER SERVICE NOTES REC#6623 2'-idss F3=Exit Ft=Special Notes F9=Parcel Notes rl2 =Cancel F" .- _ m _ FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200, f. ! ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number CENTER BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 202 WALNUT CREST RUN CITY STATE ZIP CODE SANFORD FL 32771 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 146, PRESERVE @ LAKE MONROE BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): hW' or 0.090. NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B = FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE CITY OF SANFORD 120294 SEMINOLE FLORIDAT 64. MAP AND PANEL 87. FIRM PANEL 69. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AD, use depth of flooding) 12117CO035 E 4/17/95 4/17/95 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ElFIS Profile ® FIRM Community Determined Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): I B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings" Building Under Construction" ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2, Building Diagram Number I (Select the building diagram most similar to the building for which this certificate is being completed -see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, VI430, V (with BFE), AR, ARIA, ARIAS AR/Al ` A30, AR/AH, AR/AO Complete Items C3.-a4 below 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 Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVU29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? El Yes ® No o a) Top of bottom floor (including basement or endosure) 14. 0 ft.(m) co o b) Top of next higher floor 23.4 ft.(m) e' o c) Bottom of lowest horizontal structural member (V zones only) NIA. _ft.(m) 00 o d) Attached garage (top of slab) 13. 6 ft.(m) E, o e) Lowest elevation of machinery and/or equipment w m servicing the building (Describe in a Comments area) 13.3 fL(m) E o f) Lowest adjacent (finished) grade (LAG) 12.9 ft.(m) z a o g) Highest adjacent (finished) grade (HAG) 13. 1_ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 j 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 aland surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME: JAMES JAY ALES LICENSE NUMBER: 4997 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME; AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 1030 N, ORLANOD AVENUE, SUITE B WINTER PARK FL 32789 SIGNATURE 4A DATE TELEPHONE 8113/04 (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 202 WALNUT CREST RUN CITY STATE ZIP CODE SANFORD FL 32771 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT - Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR F, Section C must be completed, E1. Building Diagram Number_(Select the building diagram most similar to the building for which this certificate is being completed —see pages 6 and 7. If nod agram acoljrately represents the building, provide a sketch or photograph.) E9. The top of the bottom floor (including basement or enclosure) of the building is —ft.(m)—in.(cm) above or below (check one) the highest adjacent grade: (Use'-,. natural grade, if available). E3. For Building Diagrams 6 8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above"he highest adjaint grade, Complete items C3.h and C3.i on front of form. nlnKn.... ni :...,.J.innn, nnrl/nninn +hn h. iil.dinn in f+ /m\ n /nm1 n n{..-..in nr - M L—] 1A, 1, nnn\ 0— hinhoc. or6n M n-, ,1... 11 1— natural grade, if available). — E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management adihance? Yes No Unknown. The local official must certify this information in Section G. I SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-Issued or community issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS i M ( harle hares if nftarhmonfc SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the communi)s floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate: Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or communityassued BFE) or Zone A0. G3 The following information (Items G4-G9) is provided for community floodplain management purposes: G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEJOCCUPANCY ISSUED i I G7. This permit has been'issued for, [:]New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATUREDATE COMMENTS;' Check here if attachments EMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 146 PRESERVE AT LAKE- MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 150 CERTIFIED TO AND FOR THE 1" = 30' 21 ,+ EXCLUSIVE USE OF: GRAPHIC SCALE 6 1 DNS COMMERCE TITLE COMPANY TITLECOMMERCEDi530 ' N21 C EPS% CTX MORTGAGECOMPANY, CLLCOMPANY Jt NOTE: 146 THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE LOT 149 N ' CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A), II Z Do 3 y I Lp I 'm cn I z I s m mcn CO I IZ cri , LOT 148 w rn II 6.7' 5.0' 40.0' 15.0' - o TWO STORY za CONCRETE BLOCK y2 & WOOD FRAME a TW> RESIDENCE - n '.' LOT 1 [,5LOT .147 . 1m FINISH FLOOR - a J D ELEVATION=13.97 N zoti00 O COVERED : W. C0 ENTRY 20.6' - 0 5. 7' o ; 5.0' j 0.7' `,. 0.7 CONCRETE I c w • ,.; DRIVEWAYS 10' UTILITY EASEMENT Jj RP WALK IS— I„r,l 0.5' OFF Z S00'00'24"E I i10 50.00' _ U, 0 0IW cirn — 1Y 15 — • ri 1 a5.00' I t ao.72' PI PI 285.72' - S00'00'24"E CENTERLINE O RIGHT-OF-WAY NOTE: WALNUT CREST RUN1. ALL DIRECTIONS AND DISTANCES HAVE so' RIGHT -of -WAYBEENFIELDVERIFIEDANDANY LEGENDINCONSISTENCIESFIAVE. BEEN NOTED ON THE - - - - SURVEY, IF ANY. — . — BUILDING SETBACK LINE CENTERLINE FND. NAIL AND DISC 2. PROPERTY CORNERS SHOWN HEREON WERE _ _ RIGHT OF WAY LINE LB #5048 (OB/06/04) SET/FOUND ON 08-6-04, UNLESS OTHERWISE 31.24 EXISTING ELEVATION FND 1/2" IRON ROD AND CAP SHOWN. 0 LB u6393. (08/06/04) CONCRETE CNA CORNER NOT ACCESSIBLE 3. THE SURVEYOR HAS NOT ABSTRACTED THE LB LAND SURVEYING BU51NE55 A DENOTES DELTA ANGLE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF - LS LAND SURVEYOR L ' DENOTES ARC LENGTH WAY; RESTRICTIONS OF RECORD WHICH MAY _ PRM PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING AFFECT THE TITLE OR USE OF THE LAND. PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE P) PER PLAT PI DENOTES POINT OF INTERSECTION ' M% MEASURED - - PRC DENOTES POINT OF REVERSE CURVATURE 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN FND FOUND, PT DENOTES POINT of TANGENCY LOCATED EXCEPT AS SHOWN. C/W CONCRETE WALK TYP TYPICAL S. SIDEWALK - - A/C AIR CONDITIONER - CP CONCRETE PAD COW CONCRETE BLOCK WALL 5. NOT VALID WITHOUT THE SIGNATURE AND THE c5 CONCRETE SLAB RP RADIUS POINT ORIGINAL RAISED SEAL OF A FLORIDA LICENSED C CHORD LENGTH OHU OVERHEAD UTILITY LINE PK PARKER KALON - ID IDENTIFICATION SURVEYOR AND MAPPER. R RADIUS POL POINT ON LINE POC POINT OF CURVE PCC , POINT OF. COMPOUND CURVE I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL - I HEREBY CERTIFY, THAT. THIS BOUNDARYNO1202940035EDATED4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, SURVEY, SUBJECT TO THE SURVEYOR'S NOTES AREA OUTSIDE 100 YEAR FLOOD PLAIN. CONTAINED HEREON.`P6EE'T:S THE APPLICABLETHE E INFORMATION. OR NO GUARANTEES AS TO THE " MINIMUM 'TECI-1NICAlt;S.TrANDARDS" SET FORTHABOVEINFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. BY .THE. FL..ORILA 66XA D..OR`PROFESSIONAL ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY SURVEYORS r ND "`isApPFRs• IN fr H',P TERVERTICALCONTROLASFURNISHED. - .. 61G17 f F1 O11IDAz' DMIN.1,T ATLJE CODE BEARINGS SHOWN HEREON ARE BASED ON PURSUANT T7 GRAPTER ,472 J7, FLORIDA THE NORTHERLY LINE OF LOT 146 STATUTES. BEING N89'59'36"E PER PLAT.., FIELD DATE:) 4-13-04 REVISED: xL, SCALE: 1.. = 30 FEET APPROVED BY: SJ FINAL B-6-04 CKS AMERICAN SURVEYING & MAPPING /// = / ASM3975B - -ORMBOARD 5-13-04CKB CERTIFICATIONMBER OFAUTHORIZATIONNULB /J6393 - (/ - - -FOR JOB N0, 1030 NORTH ORLANDO AVENUE, SUITE B THE LOT PlAN02- 16-OM1 SO - WINTER PARK , FLORIDA - FIRM DRAWN BY: LOT FIT 01-22-03 CKB 32789 (407) 426-7979 JAMES JAY JILES PSM //4997 DATE PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 146, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 150 CERTIFIED TO AND FOR THE 1" = 30 rr 21 „ EXCLUSIVE USE OF: GRAPHIC SCALE /kV • 1 EN1 - COMMERCE TITLE COMPANY 0, 15 _ 30 5-p's - COMMERCE TITLE INSURANCE COMPANY _ U n121• S1 t CTX MORTGAGE COMPANY, LLC N NOTE: THE FINISHED FLOOR ELEVATION. OF THIS STRUCTURE MEETS OR EXCEEDS THE N 1 apz9 ; THE REQUIREMENTS SET FORTH IN THE LOT 149 N CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). 1 _ Z b Z 00 34 i y I m , i 0)- 1 < - n 00 Iz LOT 148 cR w I rn _ I 6.7' 5.0' 5.0' 40.0' y c TWO STORY asxa y CONCRETE BLOCK LOT 147 —' n2 V M WOOD FRAME RE51DENCE n FINISH FLOOR a LOT 145 mm ELEVATION=.13.97 LJ N rnzCIO O COVERED O ENTRY 20.605.7' 5.01 0.7 CONCRETE' C w • DRIVEWAY; i I O i 10' UTILITY EASEMENT '- GG,{ 5 i. 16.0' 1 RP. WALK IS :.' 4 S%W •,' ';:'" WALK IS T 0.5' OFF , Z 0.5' OFFS00'00'24"Em 50.00' oln o Ors fT Im o w 145.00' I 140.72' - PI 285.72•. S00'00.24"E zCENTERLINEO PI RIGHT-OF-WAY NOTE: WALNUT CREST RUN 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY 50• RIGHT-OF-WAY LEGENDINCONSISTENCIESHAVEBEENNOTEDONTHE SURVEY, IF ANY. BUILDING SETBACK LINE 2. PROPERTY CORNERS SHOWN HEREON WERE CENTERLINE RIGHT OF WAY FND NAIL AND DISC LINE LB #5048 (OB/06/04) SET/FOUND ON 08-6-04, UNLESS OTHERWISE 31 4 EXISTING ELEVATION FND 1/2" IRON ROD AND CAPOSHOWN. - LB #6393 (08/05/04) CONCRETE CNA CORNER NOT ACCESSIBLE 3. THE SURVEYOR HAS NOT ABSTRACTED THE LB LAND SURVEYING BU51NE55 p DENOTES DELTA ANGLE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF LS LAND SURVEYOR L DENOTES ARC LENGTH WAY, RESTRICTIONS OF RECORD WHICH MAY PRM PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING AFFECT THE TITLE OR USE OF THE LAND. PCP PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE P) PER PLAT - PI DENOTES POINT Or INTERSECTION 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN M) MEASURED FND FOUND PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY LOCATED EXCEPT AS SHOWN. C/W CONCRETE WALK TYP TYPICAL A/C. CON011IONER 5. NOT VALID WITHOUT THE SIGNATURE AND THE S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB AIR - CBW CONCRETE BLOCK WALL RP RADIUS POINT ORIGINAL RAISED SEAL OF A FLORIDA LICENSED C CHORD LENGTH PK PARKER KALON OHU OVERHEAD UTILITY LINE SURVEYOR AND MAPPER. R RADIUS ID IDENTIFICATION POL POINT ON LINE POC POINT OF CURVE - PCC, POINT OF COMPOUND CURVE - 1 HAVE EXAMINED THE TEF.ID 4. CO/ 17/95 AND FOUND NI Y PANEL O 1202940035 E DATED - I HEREBY CERTIFY, THAT THIS BOUNDARY THETHE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, - SURVEY, SUBJECT,TO THE. SURVEYOR'S NOTES AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE CONTAINED HERCON,MEETS THE APPLICABLE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL MINIMUM,, TECHNICAL STANDARDS" SET FORTH F.E.M.A. AGENT FOR VERIFICATION. BY THE,`FL'.,)R@9'BOARD'OF 'PROFESSIONAL ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY - URVEIOk$ aNDrvA1APrFRs`IP CHAPTER VERTICAL CONTROL AS FURNISHED. 61G17 FLLO IDA'ADM( TIS'iRfi1TI'JE CODE BEARINGS SHOWN HEREON ARE BASED ON PURSJANTy .T0 CHAPTER 47'2,027 FLORIDATHENORTHERLYLINEOFLOT146 STAT+J rI--S ;„:r: BEING N89.59'36"E PER PLAT. FIELD DATE:) 4-13-04 REVISED: SCALE: i.. = 30 FEET I Q. APPROVED BY: SJ FINAL 6-6-04 CKB AMERICAN SURVEYING & MAPPING ASM 39758 ORMBOARD 5-I3-04 CKB JOB NO. CERTIFICATION OF AUTHORIZATION NUMBERLBN6393 FOR THE PLAN 02-16-04 50 1030 NORTH ORLANDO AVENUE, SUITE B FIRM DRAWN BY: TOT FIT 01722-03 CKB WINTER PARK ,FLORIDA 32789, ( 407) 426-7979 JAMES JAY JILES PSM #4997 DATE Job .A.ddr,res c vfttAp1a63'1 of titi`C.rrk,: Perwit.Types Butti di-i Ele tnc l I fig a ii at. ; - r_IaIsililti4 0 &pi'inlvrle,/ujil 3 of A A lcl do a/ It ^io e Change , yiR € av-r t ;* 31€ i5 eeifnrtie€t ! Residgt tial ,_ Nan -Residential l is rlt nt . eT.' (Dam; K yo w d_% P,Pr ; s l Rwu' ed) s"113mbit fir/ New Ec mmercizi -V es Ivaiur A Sem_ ,ice Lines Flaamblov--Ne'vy Residenti-1I: of ld t ' Closeis Iaat t in RtpQ,:r • Residcuhal or Convai i'Efal C9csuparlcy Type: Res den7al Cor2rli zsial Industrial Tool Bj d'e Fodsase: Cetlsttietid> Type: = df tdri V ®f Dwel ittt units: bane: - fi,v 6fbcr Mtn', S paired k ( AMA Frepf *af Ownet s iG, m: I.,spli Pescrop ion) Owners Nzme' & Address: Congractor Aflame & address:- ?— TT C-LI— Q9-CON MER F STR S1I= t° Lieense A urribec A11L3i7V Phone & Fat: 1.,' ,(j c . %y%ilx ! f r dL'"tf l j: P JL t`4 %:s' • rd''T G+ Bonding Company Address' _ Mortgage Lender: -- ArchiteeU€ngineer: Phone: kddress'; - - Application is hereby rmd€ to obtain an permit to do the work and installations as indicated. I secdts`y 'ehai no work or installation has con-urnew:ed' pri of to the.' issuance of 2. peii and that all work drill btp or re= d to i. standards of all lavt s replating. consi usatm in this jurisdieiion. I und iand t%ai a separate pemit must b,- n e secured for ELECT `ICAL WORK, PLUME -iJQ 0, SIGNS, WEL L&, POOLS, F"tJRNI ACE—E, l3OiLERS, 14EATE:RS, TANKS, and AIR CONDITIONERS, etc, OWNER'S. APFIDAV I': I eer rfj that all of the foregoing im"OtTretion is EE;rurate and itta3 all vioik, brill bu done in Compliance vvith all applical Ic i..wr; r c t aJ dRg CObstnletion P-MI zoning. Wi- RN".rJ'4G TO Ot ter' S; OUR FAI LURE 70 RECORD A 1 0i-ICE CIE CG+Mll1,1Ei' 1 FiviEH T MAY _ P5UL i A I Yc J 1)I •1 •/, Ti !G T +ICE POP NPROVEMEiI TS TO YOIJK PROPER Y. iF YOU lii1l"-E iij TO OBTAI id MAN All CJ)4G,C-0'f1l OLT dV _ i YOU, LENDER ()k Ali ATTORNEY BEFOP'F RECORDING :'OUP. NOTICE OF COb11V'iENCEME11T. NOTICE Lt addition to the requirements of this Permii, theremay be additional rest; fictions applicable to -dvs ,'rope e tth Wray be found die public, recorrs of this county, and there may be additional permits required from other governmental en6hes such Zsvafer r agrment d tricts, state a n r,;; m ii:dr:r n I agencies. Acceptance of permit is verification that t will notify the owner of the property of the requi rents of o da Lien w, FS 7 Signature of Owner/Agent Date Si a re of Con or gent ate 3E DELL RU Print Owner/Agent's Name P ni trac or Agent.' time Signature of Notary -State of Flonda Date Signature of I o_n-State of Flonda ate Owner/ Agent is PersonallN no n to Me or Contractor/AP.c-.}:S Personal-\ Known to Me or Produced ID Produce, ,D APPLICATION APPROVED BY: Bldg+ Zoning: L„ ::;,. FD' _ Inrual & Date) (Initial & Date) (tnival & Dale) (Imii13 filDat tVlll' l NUA 11- t 2 I 2Bg3 5! / Fi, 5 E d 7U07 t v, - _ _ hr i _r=1'tL c Underwriters COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 104-75958 DATE: _ BUILDING P UNIT ADURESS TRAFFIC ZOIT& JURISDICTIONn SUBDIVISION:: PLAT BOOI: O T OWNER NAME: _ APPLICANT NAME:zy _____/``/___________ ADDRESS: '_-l'/_-~-_----_-_-----_------_-_-__-_-_--- LAND U8E CATEGORY 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DU[ TYPE DIST SCHEDULE DESC. UNIT OF UNITS | ROADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 | LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 A 2,205.00 STATEMENT RECEIVED BY: « SIGNATURE PLEASE PRINT PRINT ) NAME DATE: NOTE TO RECEIVING SIGNATORY/APpLI CANT : FAILURE TO NOTIFY OWNER AND ENSURE TIMELY w PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEEx **** + 1 DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO* CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP iEFT OF THE NOTIC[ THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OFA*** SIMGLEFAMILY BUILDING PERMIT******************** , CENTEX HOMES Orlando Division - 385 Douglas. Avenue, Suite 2000 Altamonte Springs, FL 32714 Office: (407) 661-2150 Fax: (407) 661 -4089 www.centexhomes.com SENIINOLE COUNTY BUILDING DEPARTMENT Effective immediately, and until further notice, this letter will stand as authorization for Nan Holmes, Jackie Caines or Mindy Holmes to sign permit applications and energy calculations for any lots owned by Centex 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 Lot: 2© Patrick J. ght CG C049689 STATE OF FLORIDA COUNTY OF SEMINOLE The following instrument was acknowledged before me this LIAR 0 2 2004 by Patrick J. Knight, Division President of Centex Real Estate Corporation, a Nevada Corporation, managing general partner of Centex Homes, a Nevada general partnership for and on behalf of said corporation. Patrick J. Knight is personally known to me and did not take an oath. Notaryublic-State of Florida at Large Commission No.: My Commission Expires: FPv PUB IMBERLY A. BROWN . G' OMMIssiOn: N DD 098590 EXPIRES: March 29, 20(14 Bonded'[ NU Notary Public underwriters Og O HpMF AG S o CENTEX HOMES CITY OF SANFORD PERMIT APPLICATION Permit # : Q I "' p Date: 15 ——d Job Address: w0i Description of Work: Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing J Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures /# of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closetsy Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential V/ Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: ( Attach Proof of Ownership & Legal Description) Owners Name & Address: ce_& x 14o/ . Phone: Contractor Name & Address: ri S /+t-` j State License Number: l G `J( o0 Phone & Fax: 1116iff Contact Person: Phone: 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 incompliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date d , JCWtl A/ Print Owner/Agent's Name P iyt Contractor/A t s Na e Signature of Notary -State of Florida Date a reto -$ta Date EXPIRES: November 12,2006 — oyreoF K`oP\OrBonded Thru Budget Notary Services Owner/ Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Contractor/ Agent is 'ersonally Known to Me or Produced ID Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) r. , POWER OF ATTORNEY Date: y i r k (4 do hereby authorize 1q•K`1,,r k 1 n Aij to pull the tt ynbi A-) permit for 2c2- 6v (^'' CreSf V l- type of perms address Signature ti :. "'• T. S. STONES MY COMMISSION # DID 152189 I EXPIRES: November 30, 2006 Bonded Thru Notary Public Underwriters r `. 1j1iJ V W` Notary 1. ersonally kno one or drivers license # , State o orida, County of a at on (ale` day of y , 2004 CITY OF SANFORD PERMIT APPLICATION Permit # : Date: Job Address: `AJ,41 AJ U+ CRE5-t gy fJ Lot M l 416 Description of work: New Single Family Residence Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical _X_ Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS (DO Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Morrison Homes 151 Southhall Lane, Suite 200 Maitland, FL 32751 Phone: 407-629-0077 Contractor Name & Address: Approved Electric Co. of Florida 4874 S. Orange Avenue Orlando, Florida 32806 State License Number: EC0002494 Phone & Fax: Fax 407-851-1226 Contact Person: John Findlav Phone: 407-851-1220 Bonding Company: Address: Mortgage Lender: Address: Arch itect/Engineer: Phone: Address: Fax: 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: 1 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 Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Produced ID Personally Known to Me or APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) (Initial & Date) Charles W. Cannon Print Contractor/Agent's Name Signature of Notary -State of Florida Date y Contractor/Agent is /= Personally Kr!`'if to Mgtcrq-gICIA A. KAI?L.4C Produced ID / AMISSION # D,o 013206 ROO f EXPIRES: March 28, 2005 Utilities: FD: 1:3006&NOTARY FL Not&,Semics Bond7rg,Inc.' Initial & Date) (Initial & Date) Special Conditio This Instrument Prepared By: i MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY NAME: Debra A. Riggs -Centex Homes BK 052 10 PG 069-'9 385 Douglas Avenue, Suite 2000 CLERK'S # 2004029350 Altamonte Springs, FL 32714 RECORDED 02/27/201AA 01:04:31 FM Permit No. REG'ORDING FEES 6.00 RECORDED BY L McKinley NOTICE OF COMMEN SEMINOLE STATE OF FLORIDA COUNTY OF ORANGE THE UNDERSIGNED hereby gives property, and in accordance with Ch provided in this Notice of Commenc 1. Description of Property: LO' in Plat Book 62 PUBLIC RECORDS 2. General Description of Improv 3. Owner Information: CEN' 385 Douglas Avenue, ALTAMONTE SPRT, Interest in Property: FEE Name of Fee Simple Titlehol 4. Contractor: CENTEX HOP KL585 Douglas A Altamonte Spi Phone: (407) 661-2180 Fax 5. 6. 7. 8. 9. tice that improvements will be made to certain real er 713, Florida Statutes, the following information is Vll . l 6 PRESERVE AT LAKE MONROE Recorded Pages 12-15 in the OF SEMINOLE COUNTY, FLORIDA. SINGLE FAMILY DWELLING X HOMES uite 2000 S, FL 32714 iPLE INTEREST N/A mue, Suite 2000 igs, Florida 32714 407) 661-4089 Surety: N/A Amount of Bond: N/A Lender: N/A Persons within the State of Florida documents may be served as provi. Florida Statutes: CONTROLL Phone: (401) 661-2150 designated by Owner upon whom notices or other led by Section 713.12 (1) (a) 7., 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 Expiration date of Notice of C the date of recording unless a i P1 MAR.YANNE;,: 9VtC JERK OF C!f? 'UiT 1 t 1BEMINOLET% I meement (the expiration is date is 1 year from nt date is specified) n I Debra A. Riggs'. 0 OFFICE MANAGER FOR CENTEX HOMES, 38S DOUGLAS AVENUE SUITE 2000, ALTAMONTE SPRINGS, FLORIDA 32714 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE MM. THIS FEB 2 6 2004 BY DEBRA A . RIGGS,, OFFICE MANAGER CENTEX REAL ESTATE CORPORATION, A NEVADA CORPORATION Wa 2728 HOLDING CORPORATION, A NEVADA CORPORATION. DEBRA A. R1OOS IS PERSONALLY KNOWN TO ME AND DID NOT TAKE AN OATH. fr(a? NOTARY PUBLIC mnm ...m......mm...nm n. JACKIE CAINES Y PG ., Comm# DD02MM yExpires V2N2008 Bonded thru (800)W4 JACKIE CAINES o`pyP' Comm#DD0252902 ires 1n1n008 i' 11-u (800)432-4254: Assn.; i3 o°" Florida Notary Aeon. IncSu........... ................ uuu I SH-25 94-25 i 22/ -24) (+22/-24) EGRESSI-R.s I: if CARPET RR BEDRM "3 ERESIS BEDRM'2VRATCIA; It a a,FATCLACARPETRR• CARPET RR$-- ---- a FR. S- R 0' . , . Z' W 6e 81-FOLD 26" i)C6 A ' _ (aEtuWLL I• AT L a_J R12 ' BATH. 8 RAT CIA 26" 26" pJfTUB1 9HCnER VI'm RR OPT. v a•-5 I/2` WAO 4' 10 T il'-il In d' TO RAIN FOR12ffiDRAMue E • 14% r- 1-R t 6 3X6 26" NOTE; AIR HANDLER TO HAVE i 0 2 6000 BI-FOLD MIN,OF4'.CL.EARANCE ON ALL SIDES AND ENCLOSURE m v 10 SPACE SHALL BE MIN- 12• WIDER THAN APPLIANCE G OSET t DOOR W/ 46500.1 BED ZOOM, "4.. GA OOM A MASTER BEDRM V FIAT CLG CARPET FIR 15'-3.I12' 0'-4 in, at u, 2X4 EGRESS C(2. aL SH-25 4x6 WO COL SH-25 SH-25DBL-2S 022/ -24) 21/ -28) 271 -24) 22/ -29) EGRESS i ENGINEERING 0T) n4- 3 - p (407) 2748QT PARTIAL F"T ELEVATION 'B'.® MASTER'BEDROOM Pn. eox Ts,s13, .ATM CMTE EI 4781, rt 3zTTs NATION ' Teouws ,. ANOERSpN rE! oals T sue_ V871 SH- 23 6'-s•.6• SH-2s SH-25. TOFaTn 22/ - 24) ODIC PATIO 22/ -24) 22/ -24 as --- ;- w ZI/ - 23) T 1 KITCHEN = V RAT CV. - NOOK, WRAT CLA CCtBY1TICH" AR O W OODYWfl nR a,Tl RR - FAMILY i O Ir RAT 4 ny gyyp.Y EF I 3• STACK 2e6rs I'; LAUNDRY 1 . vnATCLAvitn p 1a65 ram^ Bfaa WALL _ EIRr. WALL cHasE FOR DINING RM i l A/G LINE F FLAT CLG. CARPET FLR II - 8'- 108 2'-l2 3'd tj 2C4R GARAGE W FLAT CIA CONC RR 77 R' NIGH STOP WAILam. BRG. WALL F- 0 OR6. WALL LIVING RM e' RAT-QA a I 1 i CARPET RR 8 1 IG' X-T,O.H.D. 019/ -23) ANEL 1/ - 23) nT PRECAST . LINTEL V (V 5 DBL- 25 PLANS E"r CITYOFSAFY° LL 40It ELEV. B ON 11 0221 11 BEOFdM. #4/ HALL/STAR IWELL STAY'\' INFORMATION GAME_ RM. n SCALE = 1., r-m• - .. ,; i.. 11 O HEIGHT: 9'-4• LENC- 2HT: 1 FLOOR PLAN if RISERS: IS @ 1 V2" i V e eeevasmeeu_ eeem TREADS: 14 @ JO' EALH LHSCALE : 1 4•s 1'-0' 25011 STAIR NOTE: CUT DOM L t®, : 2x12 TREAD RUN i CTAIL l= XTER(OR WALLS WERE VERIFIED ueADERs ENTRY PI JOR. scALE FOR SHEAR LOADS ALL STRI)CTURAL Wood TO BE DOUBLE 2` X Im• UNLESS Na, B1Ci RM. N. T.S.RfFFICIENT NOTE: SEE STAIR DETAIL NOTEDOTHERUISE t IXb BACK IN STRLETURAL SHEETS - NOTE: ALL INIE IOR WALLS TO BE 3 I/?a FOR ADDITIONAL 1INLES5OnIER WISENOTED. NS EEFOUNDATION LEGEND 2xI2 STRINGER CONSTRUCTION INFORMATION. ) NOTE: ELEVATION 'A' SHOWN. PLAN FOR FILLED CELL LOCATION. W-,0' AFF- BRti WALL a - 6• n'-B• Go 0 IulaspN a is .® O G C1 Z tlNm ' 0 13E Q N 1 v U X eOa1, ff HB Z O I. L 0 0 J SSTE o: f V s L( N a designed by- N - drawnby., dmwdesign ' ched® d yc arrw dale: 01-22-M sheet Of. a Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL few= ' I <1 Back j> Scminulc County 771 cfrricrs I Itil 9. Fir St. B Sanford Ft. _l27? 1 P 1 GENERAL 2004 WORKING VALUE SUMMARY S3-SANFORD Value Method: Market Parcel Id: 0000-1460 30-502- Tax District: WATERFRONT0001 Number of Buildings: 0 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: 202 WALNUT CREST RUN SANFORD 32771 Assessed Value (SOH): 13,680 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: 0 Dor: 00-VACANT RESIDENTIAL Taxable Value: 13,680 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: 285 Deed Date Book Page Amount Vac/imp 2003 Taxable Value: 13,680 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 146 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 urposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www. scpafl. org/pls/web/re_web. seminole_county_title?PARCEL=22193 05 0200001... 2/ 16/2004 J 0 X City of Sanford Building Division Submittal Requirements for Residential Building Permit asp I. Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences). 2. Two (2) complete sets of construction design drawings drawn to scale. Complete sets to include: a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs, bathroom fixtures, and distances from walls. **The State of Florida requires bathroom compliance with Florida Accessibility Code. C. An elevation of all exterior walls - east, west, north, and south. Finish floor elevation height as per Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing interior and exterior walls, show all components of wall sections. e. Framing plan for floor joists where conventionally framed. Plan is to indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing, engineered beams for spacing openings to carry and support trusses_ g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h_ Square footage table showing footages: 1. Garages/Carports sq. ft_ 2. Porches/Entries sq. ft. 3_ Patio(s) sq. ft. 4. Conditioned Structure sq, ft. 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 Ofcial 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- C. Property ownership verification. f Driveway permit issued by City Engineering Department. 6. Application to be.completed thoroughly and signatures provided by a licensed and insured contractor and property owner. If electrical, mechanical, or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under city ordinances. reDateM.AR ® 2 2004 Owner/Agent Signatu_ Permit # : L Job Address: S1/l0 CITY OF SANFORD PERMIT APPLICATION Date: Description of work: CONSTRUCT CONCRETE BLOCK SING FAMILY DWELL Historic District: Zoning: Value of Work: $,ILL9AI LIAR 0 2 2004 Permit Type: Building XX Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy.Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: _C12 Construction Type: # of Stories: # of Dwelling Units: _ Flood Zone: (FEMA form required for other than X) Parcel#: 22-19-30-502-0000— 0 0 (Attach Proof of Ownership &'Legal Description) Owners Name & Address:. CENTEX HOMES , 385pQ04"S V.L. ,,,,,STE . #2000 , ALTAMONTE SPGS . , FL 32714 n-fthFl _917F Contractor Name&Address: PATRICK J. KNIGWACENTEXVQME)L'11( AMA }jS f OVE) W State License Number: CG C049689 Phone&Fax: 407-661-2176/661-4089 contact JAC.KJ;E. CAINES U Pbone: 407-467-2643 Bonding Company: NA Address: Mortgage Lender: NA g" s Address: Architect/Engineer: HURRICANE ENGINEERI.0 ,.. I V I=Phone: 407-774-9003 Address: P _ O. BOX. 161613, AI TAMONTE SPRINGS. FL 32716_ _ Fix:: 407-774-8477 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florid Lien Law, FS 713. MAR 0 2 2004 Signature of Owner/Agent Date Signature o ntra for/Agent Date PAT KNIGHT Print Owner/Agent's Name Pri oe t r/Agent's.,Nam 0 2 2004 Signature of Notary -State of Florida Date Signature of Notary -State o FI = da Date Owner/Agent is Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bid C Zoning: Initial & Date) Special Conditions: Contractor/Agent is XX Personally Known to Me or Produced ID Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) KIMBERLY A. BROWN MY COMMISSION # DD 098590 EXPIRES: March 29, 2004 Bonded Thru Notary Public Urderwriters PLOT PLAN DESCRIRTION: -(A-S FURNISHED) LOT 146 PRESERVE .AT LAKE MONROE Ie AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 1. LOT 150 e) od ' IMPERVIOUS CALCULATIONS (LOT ONLY) GRAPHIC SCALE 0 15 30 N21 Z,, ti ls EPS MiN ORpINpO P VPE 1" G 5 . I 00 LOT 149 ' iV — u; t t 00 i3E 1 z i m O 2 9 iD II m I II I I N rQ 00 I I A LOT 146 CONTAINS 8029 SQUARE FEET t LOT ONLY) THIS STRUCTURE CONTAINS 1505 SQUARE FEET t TOTAL CONCRETE 540 (WITHIN LOT ONLY) SQ. FT. t TOTAL SOD 5984 SQ. FT. t PERCENT OF CONCRETE & STRUCTURE TO LOT 25% t CAIIAR -TAl:C /LID Tn riiPRI LOT 146 UP TO CURB CONTAINS 8579 SQUARE FEET t THIS STRUCTURE CONTAINS 1505 SQUARE FEET.t CONCRETE 873 SQ. FT. t INCLUDING (SIDEWALK/APRON) TOTAL SOD 6201 SQ. FT. t Imz m Fm LOT 145 LOT 148 cn I ImlIZ' rn I1 5.0' QP' 15.0' 40.0• - z. 3 40.00' o PROPOSED ZjA mz o 2509 o FINISHED FLOOR 4 A/ nn n cS oELEVATION=13.80Lnc) MvJl zo 0 COVERED ENTRY LOT 147 L0 20.7' 5. 0 I IDRIVE - PLANS REVIEWED CITY OF SANFORD 1 ` 0 i 10' UTILITY n i EASEMENT t RP D c 1• rn N l 0 o q 50.00' 010 IqVJ tTl rl INLET 1 145. 00' I _ 140.72' _ _ 0. rn m PI PI 255.72• - - SOO'00.24"E CENTERLINE OF RIGHT- OF-WAY BUILDING SETBACKS FRONT: 25' REAR: 20' PREPARED FOR: SIDE: 5' CENTEX HOMES CORNER: 15' 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE.. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK, LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSE ONLY, THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 146 BEING N89.59'36••E PER PLAT. FIELD DATE:) REVISED: SCALE: 1 = 30 FEET 1_, , E SJ WALNUT CREST RUN 50` RIGHT-OF-WAY S LEGEND . BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH POB POINT ON BOUNDARY CENTERLINE PCC POINT OF COMPOUND. CURVATURE RIGHT OF WAY LINE POC POINT ON. CURVE X PROPOSED ELEVATION OR OFFICIAL RECORD PD PLANNED DEVELOPMENT. PROPOSED DRAINAGE FLOW 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH CONCRETE C.B. DENOTES CHORD BEARING LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE g LS LAND SURVEYOR Pi DENOTES -POINT -OF INTERSECTION FIRM PRC DENOTES POINT OFREVERSECURVATURE PERMANENT REFERENCE MONUMENT PT DENOTES POINT OFTANGENCY PCP PERMANENT CONTROL POINT TYP TYPICAL P) PER PLAT A/C AIR CONDITIONER M) MEASURED CBW CONCRETE BLOCK WALL FND FOUND - RP RADIUS POINT C/W CONCRETE WALK CS CONCRETE SLAB SIDEWCONCALK C CHORD LENGTH. - CPW PAD 50. FT. SQUARE FEET y PB PLAT BOOK - NG NATURAL GRADE - R PGS RADIUSPAGES R/ W RIGHT-OF-WAY 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH T. MAY AFFECT THE TITLE OR USE OF THE LAND 6 i 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, r 04 APPROVED BY: AMERICAN SURVEYING & MAPPING FOR 1 ASM39758 CERTIFICATIONOF AUTHORIZATION NUMBER LB#6393 THE I °JOB N0. 320 EAST SOUTH STREET; SUITE 180 FIRM r LOT PLAN 02-16-04 SO - ' E ORLANDO, FLORIDA DRAWN BY: LOT FIT 01-22-03 cKe 32801 ' .(407) 426-7979 WILLIAM, R. MU CATELLO JR. PS //49 8 onrE 1 G:V1SM3 1ASM38758.dwp _2l1,W2004,2_03:13 PM FORM 60OA-2001 tV. FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2509 LMR 1 L Lp Builder CENTEX-FOX & JACOB: Address: "'Lcf 1dILLOWBAY RIDGE STREET Permitting Office: CITY OF SANFORD City, State: LAKE MONROE, FL Permit Number: Owner CENTEX HOMES Jurisdiction Number: 691500 Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr 3. Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A S. Is this a worst case? Yes 6. Conditioned floor area (ft2) 2509 ft2 c. N/A 7. Glass area & type a. Clear - single pane 258.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 42.0 kBtu/hi c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.50 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0:0, 162.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=l 1.0, 399.Oft2 c_N/At 14. Hot water systems 9: Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=4.1, 802.0 fie _ EF: 0.86 b. Frame, Wood; Adjacent' R=11.0, 310.0 ft2 _ b. N/A c: Frame, Wood, Exterior R=11.0, 1176.0 ft2 _ d. N/A c. Conservation credits e: N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1741.0 ft2 _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, IL Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A W-H-Multizone beating) Glass/Floor Area: 0.10 Total as -built points: 31902 PASS* Total base points: 35706 hereby certify that the plans and specifications. covered Review of the plans and by this calctllatlon;are in compliance with the Florida specifications covered by this Energy Code: calculation indicates compliance PREPARED BY' " with the Florida Energy Code. Before construction is completed xt ATE: this building will be inspected for a hereby certify that this building, as designed, is in compliance with Section 553:908 compliance with the Florida Energy Code. Florida Statutes. OWNER/AGENT:'`pj BUILDING OFFICIAL: DATE: DATE: EnergyGauge®.(Version: FLRCSB v32); CITI FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned XBSPM =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 53.47 '1.00 532.7 Single, Clear W 1.0 18.0 40.0 53.47 1.00 2132.1 Single, Clear E 1.0 16.2 32.0 59.31 1.00 18912 Single, Clear S 1.0 16.2 32.0 44.66 0.99 1420.6 Single, Clear E 1.0 6.2 32.0 59.31 0.97 1847.8 Single, Clear W 1.0 6.2 16.0 53.47 0.97 832.9 Single, Clear W 1.0 6.2 16.0 53.47 0.97 832.9 Single, Clear E 1.0 10.2 32.0 59.31 0.99 1886.8 Single, Clear E 1.0 8.2 16.0 59.31 0.99 942.3 As -Built Total: 258.0 14025.1 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 310.0 0.70 217.0 Concrete, Int Insul, Exterior 4.1 802.0 1.18 946.4 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 2234.4 Base Total: 2288.0 3975.2 As -Built Total: 2288.0 3397.8 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Insulated 18.0 1.60 28.8 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1741.0 2.13 3708.3 Under Attic 30.0 1741.0 2.13 X 1.00 3708.3 Base Total: 1741.0 3708.3 As -Built Total: 1741.0 3708.3 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 162.0(p) 31.8 5151.6 Slab -On -Grade Edge Insulation 0.0 162.0(p 31.90 5167.8 Raised 399.0 3.43 1368.6 Raised Wood, Adjacent 11.0 399.0 1.80 718.2 Base Total: 6520.2 As -Built Total: 561.0 4"9.6 INFILTRATION Area X- BSPM Points Area X .SPM = Points 2509.0 14.31 35903.8 2509.0 14.31 35903.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 I FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A = Details ADDRESS: , , , PERMIT #: BASE 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 1.087 x 1.150 x 0.90) 0.284 1.000 16851.5 48834.7 0.4266 20832.9 1 52710.2 1.00 1.125 0284 1.000 16851.5 FORM 60OA-2001 INTER CALCULATIONS - Residential Whole Building Performance Method A - Details 1 I ADDRESS:... PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 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 1.00 107.4 Single, Clear W 1.0 18.0 40.0 10.74 1.00 429.5 Single, Clear E 1.0 16.2 32.0 9.96 1.00 319.6 Single, Clear S 1.0 16.2 32.0 7.73 1.00 246.7 Single, Clear E 1.0 6.2 32.0 9.96 .1.01 321.4 Single, Clear W 1.0 6.2 16.0 10.74 1.00 172.2 Single, Clear W 1.0 6.2 16.0 10.74 1.00 172.2 Single, Clear E 1.0 10.2 32.0 9.96 1.00 320.0 Single, Clear E 1.0 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?otal: 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: 38.0 174.0 As -Built Total: 38.0 174.0 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 11.14.2 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: 561.0 1123.2 INFILTRATION Area X BWPM = Points Area X WPM = Points 2509.0 0.28 702.5 2509.0 -0.28 702.5 EnergyGauge® DCA Form 600A-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 7358.6 Winter As -Built Points: 9862.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 9862.2 1.000 1.078 x 1.160 x 0.92) 0.402 1.000 4555.7 7358.6 0.6274 4616.8 9862.2 1.00 1.150 0.402 1.000 4.555.7 EnergyGaugeTm DCA.Form 60OA-2001 EnergyGauge&FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COIVIPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 20833 4617 10256 35706 16851 4556 10495 31902 EnergyGaugeT" DCA Form 600A-2001 EnergyGauge®IFlaRES'2001 FLRGSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS:... PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC:1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. SA-22 OTHER PRESCRIPTIVE MEASURES (must hp mpt nr PxcPPdPd by all residencPs_1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 600A-200.1 EnergyGauge®/FlaRES'2001 FLRGSB v3.2 ENERGY PERFORMANCE LEVEL EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.3 The higher the score, the more efficient the home. 1 _ New construction or existing New _ 12. Cooling systems 2_ Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr — 3. Number of units, if multi -family 1 _ SEER: 12.00 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft2) 2509 ft2 c. N/A 7. Glass area & type a_ Clear - single pane 258.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft? _ a. Electric Heat Pump Cap: 42.0 kBtu/hr c_ Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.50 d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8- Floor types a. Slab -On -Grade Edge Insulation R=0.0, 162.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 399.Oft2 _ c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ Concrete, int hisul, Exterior R=4.1, 802,0 ft2 _ EF: 0.86 b. Frame, Wood, Adjacent R=11.0, 310.0 ft2 _ b. N/A c_ Frame, Wood, Exterior R=11.0, 1176.0 ft2 _ d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 1741.0 ft2 _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c_ N/A HF-Whole house fan, I1_ Ducts PT -Programmable Thermostat, a. Sup: Unc_ Ret: Unc. AH: Interior Sup_ R=6.0, 1.0 ft _ RB-Attic radiant barrier, b_ N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Codeeccomplianttffeatures. Builder Signature: 44A Date: Address of New Home: WILLOWBAY RIDGE ST. City/FLZip: LAKE MOIIROE132747 NOTE. The home's estimated energyperformance score is only available through the FLARES computer program. This is not a Building Energy Rating. If yourscore is 80 or greater (or 86 for a US EPA/DOE EnergyStar'udesignation), your home may qualify for energy efficiency mortgage (EEAV incentives ifyou obtain a Florida 9nergy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gaugemeb site at www.fsec.ucf edu for information and a list of certifiedRaters. For information about Florida's Energy Efficiency Code For Building. Construction, contact the Department of Community Affairs at 850/487-1824.. EnergyGauge® ( Version: FLRCSB v3.2) l Desi n,lnformation Winter Design Conditions Outside db 38 °F Inside db 7b °F Design TD 32 °F Heating Summary Building heat loss 36350 Btuh Ventilation air ' 0 cfm Ventilation air loss 0 Btuh Design heat bad 36350 E%jh Infiltration Method Simplified Constructim Fir qualify Average 00 Area ft Heating Cooling 2 2509 25(19 Volume (ft) 20072 20072 Air changeMiour 0.70 0.40 Equiv. AVVFF (cfm) 234 134 Heating Equipment Summary We JWTROL Trade Summer Design Conditions Outside db 93 °F Inside db 75 °F Design TD 18 °F Daily range M Relative humidity 50 Moisture difference 43 grfib Sensible Cooling. Equipment Load Sizing Structure 29386 Btuh Ventilation 1485 Bbah Design temperature swing 3.0 'F Use ht. data n . Rate/swing multiplier 0.98 Total sens. equip. load 30253, Btuh Latent Cooling Equipment Load Sizing Intemal gabs 1380 Btuh Ventilation 2212 Btuh Infiltration 3946 Btuh Total latent equip. load 7538 Btuh Total eqL Mment load7791 Btuh Req. toffcapadly 0.70% SHR 3 3.6 bon Cooling Equipment Summary Make dN ROL Trade Efficiency 7B HSPF Efficiency_ 120 EER Heedng input Sensible 29050 Btuh Heating output 0 Bbih @ 47-F Latent coding 124.50 Btuh Heatinq temp rise 0 *F Thal WONT41500 Btuh Actual -heating fan 1400 cfm Actual coding fan 1400 cfm Heating air flow factor 0.039 drrdBtuh Coding air flow factor 0.048 dm/Btuh i..ar i a •.ter, •:. . - .i• :1 Boldlffalic values have been manually overridden Panto certified by ACCA to meet all requirements of Maid J 7th Ed. A VVr14giTt50fC Right -Suite ResidentialTM 5.5.06 RSR26014 2002-Apr-03 16:42:13 MCA E:%FileslflFox & Jacobs 20021250912509.rsr Pagel RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation" 1. Winter infiltration AVF 0.70 ach x 20072 ft3 x 0.0167 = 234 cfm 2 Winter infiltration bad 1.1 x 234 cfm x 32 °F Wror TD = 8243 Btuh 3. Winter infltratan HTM 8243 Btuh / 296 ft2 Total window = 27.8 Btulff and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 20072 ft3 x 0.0167 = 134 cfm 1.1 x 134 cfm x 18 °F Sjrn-aTD = 2650 Bb-h 3. Summer trlf ubon HTM 2650 EMh / 296 ft2 Total window = 9.0 BtuKt2 and door area Procedure C - Latent Infiltration Gain 0.6.8 x43 gr/Ib moistd'Iff. x 134 cfm = 3946 Btuh r1uutruu1r v - cqulNnlent: awliq L.Vdus 1. Sensible stung bad Sensible ventilation load 1.1 x 75 cfm vent x 18 °F Su mnerTD = 1485 Btuh Sensible load for structure (Line 19) + 29386 Bblh Sum of ventilation and structure bads = 30871 Btuh Rating and temperature swing multiplier x 0.98 Equ'Iprnent sing bad - Sensible = 30253 Btuh 2 Latent sizirlg bad Latent ventilation load 0.68 x 75 cfm vent x 43 gr/Ib moist.diff. = 2212 Bbh1 Internal loads = 230 Bbht x 6 people + 1380 Btuh Infiltration bad from Procedure C + 3946 Bbh1 Equpnerh SVM bad - latent = 7538 Btuh Construction Quality is: a No. of fireplaces is: 0 Boldlitalic values have been manually overridden Pront out certified by ACCA to meet all requirements of Martial J 71111 Ed. wrnghtsoft Right -Suite ResidentialTM 5.5.06 RSR26014 2002-Apr-03 16:42:13 ACCK E:1Fileslffox & Jacobs 20021250912509.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R FAMILY a n w a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54.4 32.0 0.0 PDR NOOK/KITCHEN a n w a C n 0 d 1 1 90 1.0 1.0 11.0 3.2 54.4 10.0 0.0 b n W a C n 0 d 1 1 90 1.0 1.0 11:0 7.0 54.4 400 0.0 LDY DIN/LIV/FOY a n e a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 54.4 32.0 0.0 a n S a C n 0 d 1 1 90 1.0 1.0 11.0 5.2 30.4 32.0 0.0 MSTR. BR a n e C C n 0 d 1 1 90 1.0 1.0 1.0 5.2 54.4 32.0 .0.0 M.BTH/WIC BDRM2 a n w C C n 0 d 1 1 90 1.0 1:0 1.0 5.2 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 54.4 16.0 0.0 BTH2 BDRM4/GAME RM a n e C C n 0 d 1 1 90 1.0 1.0 5.0 5.2 54A 32.0 0.0 a n e C C n 0 d 1 1 90 1.0 1.0 3.0 5:2 54A' 16.0 0.0. vvrightSOft Right -Suite Residential- 5.5.05 RSR26014 2002-Apr-03 16:42, 13 EAFileMAFox & Jacobs 20021250912509.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 y 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 rwvw w c in ca 1 Namedroom En6eFbuse FNvILY PDR NOCK 4gTCFEN 2 Larghdeposedva 323.0 It 54.0 ft 4.0 ft 34.0 ft 3 Roomcinasions 17.0 x 15.0 It 4.0 x 8.0It 24A x 11.0 ft 4 Ce3x,)s Corm Option 8.0 heAlmol d 8.0 ft helbool 8.0 h bool 8.0 . ft haetbod TYF£ CF CST HTM Area Load (Bh4 Area Load (Bhh) Area Load (Bhh) Area 1 ad (Bhi>) EVOSU E NO. Htg Clg I7 Htg Clg OF)Htg Clg OF) Clg Ht3 Clg 5 Gross a 14B 4. 21 272 Exposed b 13C 1 1 0 met and c 12C 2 1. 128t 0 partiL - d 0. 0. 0 e 0. 0. C»» 0 f Of 0. 0 0 6 Ylrrrdansard a 1C 37. 218 806732 1183 10 371) glass doors b 8C 37. 147i 40 Heating C SIC 38 0 d0. 0 fR 0 0 7 Wrdmsad North Of 0 00 glass doors NETW OX 0 0 0 0 Cookv ENV 54. 2 12294 1741 50 ZTm SESW 0. 0 0 0 South 30. 973 0 0 Horz 0" 0 0 0 81 Clherdoors a 11A 18. 12 717 484 18 340 229- 0 b 11A 18 12 0 0 0 c 0. Re 0 0 0 0 0 9 Net a 14B 4-E 21 81 3696 1651 240 1106 491 222 1 rposed b 13C 1 31C 977 363 142 447 166 32 101 1 0 wets and c 12C 2 1 117E 3397 2286 0 0 0 0 0 partitions d Of 0. 0 0 0 0 0 0 0 0 e Of 0.0 0 0 0 0 0 0 0 f 0. 0.0 0 00 0 0 0 0 10 C.-Aings a 16G 1. 1.4 1741 1836 2413 0 0 0 0 264 279 366 b 0. 0" 0 0 0 0 c 0. 0. 0 0' 0 0 d 0. 0. 0 0 0 0 0 e 0. 0. 0 0 0 0 f. 0. 0. 0 0 0 0 11 Floors a 22A 25. Of 162 4199 0 54 140D 4 1 34 831 Note: room b 19G 1. 0. 399 453 0 0 0 0 0 c 0. 0. 0 0 is dfsppLL d 0. 0" 0 0 0 0 0 for slab a 0.( Of 0 0 0 0 0 floors) f Of Of 0 0 0 0 0 0 12 Infiltration a 27.E 9.0 296 W431 265D 501 1392 448 0 0 C 501 1 13 SubblalbrsS+8.+11+12 33D46 59M""204 5423 Less adarr lheafrxj 0 Less tram 0 redistrdxrbonD14loss 101 330E 101/ 587 1(Y/ 10% w 15 Total loss =13+14 36350 6455"" 16 hiLgamm People@ 300 E 180D 4"" 120D 0"" 0 Appl. @ 1290 2 180D C 0 0 1 120() 17 StblotRSHg@in---7+8-+12+16 26744 4278 T, 5191 Less edernalcoo6rg 0 Lessharsfer 0 CooLrxg rejstrdfion 0 18 Ductgalo 10' 2571 1(y/ 428 1(7/ 10% 51 19 Total RSH gah=(17+18)'P F 1.00 2908E 1.00 4706 1.00 41 1D0 571 20 Airregrmed (dn) 1400 140D 249 224 PrnW certified byACCA b medal mWitelTlaits of Marxfal J 71h Ed. wrr'rrg tsOFt Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 gip` EAFiles\f117ox & Jacobs 20021250912509.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (4071 831-2665 mwvirti .Gin Ua 1 Nanedroorn LDY DINWFOY MSTRBR MSTHm 2 Len,*deposedM 6-0 ft 64.0 It 40.0 It 30-0 It 3 Rromdrnairs 16.0 x 6.0 ft 19.0 x 220 ft 21.0 x 19.0 ft 13.0 x 16.0 ft_ 4 Cetings Corr Option 8.0 1 hedbool 8.0 ft hea" SA ft healkool 8.0 'ft i heaVmd TYPE CF CST HTM Area Lead W) Am Load w) Area Load w) Arm Load (BAtr) D IDORI E NO- Htg C19 . Htg Clg ft?) Htg Clg W) H C19 Up) H19. C19 5 Grass a 44B 4-E 21 4E• 37G 0 Eposed b 13C 3 1 136 0 vats and c 12C. 2 1 0 320 240 partftorrs d 0. Of 0 e Of Of 0 fOf 0 0 0 6 V1hd3nsard a 1C 37 64 11 0 0 glass doors b 8C 37. 0 0 0- Heaig c 9C 3B. 0 C 0 0- d 0. 0"" 0 e 0. 0 0 If0. 0 7 VVidxsad North 0. 0 0 0 0 0 glass doors NEMW 0.( 0 0 0 0 Cooing ENV 54- 0 32 1741 1741 0 SE)SW 0. 0 0«»0 0«« 0 South 30Y 0 22 973 0,.» 0 Horz 0. 0 0 0 0 0 8 Other doors a 11A 18. 12 0 378 255 0 0 b 11A 18 12 0 0 0 0 c 0- 0.0 0 0 0 0 0 0 9 Net a 14B 41 21 4E 221 99 292 1346 601 0 0 0 ePosed b 13C 3 1 0 136 428 159 0 0 0 wabad c 12C 2 1,9 0 0 0 1 0 288 m 56C 240 691 patkorrs d ' 0. 0 0 0 0 0 q 0 0 e `. 0. 0. 0 0 0 0 f 0- 0. 0 0 0 0 10 Cerbigs a 16G. 1. 1. 0 0 0 399 421 29B 22D b 0. 0- 0 0 0 0 0 0 c Of 0. 0 0 0 0 d 0. 0- 0 0 0 0 C 0 e 0. 0, 0 0 0 f 0- 0. 0 0 0 0- 0 11 Floors a 22A 25. Of 156 0 64 1659 0 0 0 0 oboe: room b 19G 1- Of 0 0 0 0 399 453 0 paineler c 0. 0. 0 0 0 0 0 is displ. d 0- 0. 0 0 0 0 for slab a 0. 0. 0 0 0 0 floors) f 0. 0-0 000 0 0 12 Ird11i trabon a 27.1 9. C 0 01 84 2339 752.32 8911 286 0 13 SutAod bss=SE8_+11+12 377 8515 377E"" 911 Less a derM heeling Less harder Hinting reftibrrtion 0 14 Dud loss 10° 10'/ 10'// 37E 10% 91 15 Total loss=13+14 414 9357 415E 1002 16 InL gains: Rao* @ 300 C- 0 1 300 1 30C 0 1 1- 600 0- 0 0 17 SubbtRSHgair=7+8+12++116 699 4781 Less edarMcooig 0 Less trader 0 Ong mdistn 0 0 18 Duct gain 10" 70 1G'/ 478 1o/ 344 101/ 19 Ted RSH 9 F(17+18)" F 1-00 769 10D 5239 1.00 1.00 20 Air requited (din) 1 37 351 251 1 9 PWW certified by ACCA to meet A r lTlents of Marx.J' 7th Ed. ws rrgi tsOFt. Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16,42:13 ; 9C GP. E:1Files\fLFox & Jacobs 200212509L2509-rsr Page 2 r- RIGHT-J WORKSHEET Entire House DEL AIR HEAT1NG,AIR CONDITIONINGGR Job: 2509 8.28.01 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (4071 831-2665 mwwr+L.r. m m 1 Naniedroorn BDRW BDRM3 BT}i2 BDR1MGM/ERIA 2 Lerighdepcsedvrei 15.0 ft 28.0 ft 6.0It 420 ft, 3 Roorndina rs 15.0.x 17.0 ft 13.0 x 1&0 ft 16.0 x 6.0 ft 18.0 x 18.0 ft 4 Cehgs ' Corck Opion 8.0 heav d 0 ft heaYooal 8.O ft heakool 8A" ft heaV000l TYPEOE CST HTM - Area Load Ph) Area Lcad W)" Area Load (Btrh) Area Load W) t J:E Na Htg Clg Htg Clg W) Htg Gg Htg C19 i Htg Clg 5 Gross a 146 4. 21 0 Errposad b 13C 3 1 0 vQb and c '.12C 2 1. 12T 336 pah3or>s d 0 0 0 f 0. 0. 0 6 N,fd n " a 1C 37. 1 5A1 16. 591 48 177 9 doors b 8C 37 0 0 Fleas ig c 9C . 38. 0 d 0_ 0 0 0 e 0. 0 0 f 0. 0 0 7 V*d:,mard North 0. 0 0 0 glass doors NEWN 0. 0 0 Cooing FIW 54. 1 870 1 m 48 2611 SESW 0. 0, 0 SaAh 30. 0 p Hors 0 0 0 8 OCierdoors a 11A 18 12 0 0 0 0 01 b 11A 18. 12 0 0 0 0 0 c 0. 0. 0 0 0 9 Net a 14B 4. 21 0 0 0 0 eposed b 13C 3 1 0 0 0 0 met and . c 12C 2 1. 101 300 20B 404 1 288 parhtons d 0. 0. a 0 0 0 0 e 0. 0. 0 0 0 0 f 0. 0. 0 0 10 Wings a 16G 1. 1: 215 209 353 195 206 270 101 1 324 342 b 0. 0. 0 0 0 0 0 0 c 0. 0. 0 0 0 0 0 d 0. 0. 0 0 0 e 0. 0. 0 0 0 f 0. 0. 0 0 0 0 0 11 Floors a 22A 25. 0. 0 0 0 0 0"' Note: room b 19G 1. 0. 0 0 0 0 0. 0. 0 0 0 0 is d 0. 0. 0 0 0 forslab a 0. 0. 0 0 0 0 0 tbors) f 0. 0. 0 0 0 0: 12 lrfdbabm a 27 9. 446 143 1 446 143 48 1337 430 13 Srhbta(bss=6+8_+11+12 160E 1 Less exfe Td heakV Less transfer Heating redsb tron 14 Dud loss 10' 161 10'/ 184 11P/ 10/1 15 Total loss =13+14 1766 264 4711 16 Intgairs People@ 0 0 0 Appl. @ '1771 0 0 0 0 17 S1bURSHg4-p7+8-+12+16 1 168B 406() Less eder i codrg 0 Lesstraisler 0 Cooing reddnbLfm 0 18 Dud gain 10° 15T 1(P/ 163 10%/ 10°/ 19 Tda1RSHgarrF(17+18'R.F 1.00 1726 1D0 1867 1D0 1.00 Ai{regrired (cin)" 82 SB 1 1 181 21: 44551 E PI rl DIA certified by.ACCA to ff*x'. A regtilrefrWAS tf Mara.lal J 7th; Ed. wreghtsofC Right -Suite Residential- 5.5.06 RSR26014 2002-Apr-03 16:42:13 EAFilesVNFox 8 Jacobs 20021250912509.rsr Page 3 1 I 4 ODOR Orol0P 0A3+CmfO"3w ,- NOR coNTas I- $• THICK 25 94. wK. STEA-NYNAIcan6oytVSlpM0-40 WK ANGoI AwW 9*9tt- POUN-O1Na.YLST01TWAOWTILT[ID llKW.. s" W tM Yowri. 7. 11" u.W1 3o a DALv, aru`` NM. Y(Sp,frRIXI 30 KSI r 4 RA WA. N AN1MI FRONT PNG W(TN Y.V. WAe11D1 A[QNIm. VW 17CAM 111Y K oO1 mmm WOOONown" WNACC (euT Nor A(OIAAIO) TO PROF"A F"M MINTM W WAM WAZOMK JAM 00 NOT TRAMM LOAD. uo nEo Wf 0C In K LK sT 3O GA. W , END -loC lTSYflG1O0Ar4. e , r Cfxldl V DESCRIPTION 1) WAS ( 2) FOR TRACK BOLT NOAIIONTK iAACN fYPPOIIT % ' 00011 WSTALI[ n lrO WO D Arra[ o ry woao wa wTN 7) I/ 11'AI-[/1 .WOOD UO fCAC'R3. LISTED AVAAAeII As AN onKN+ WH. .TI4LK I .OaO• . OCK roll ® TAP. 3-1/2,.12 oA aKv. r m Twx eAACKa. M1OT , (4) TAWA eAAoi= PCA SID[. 11N1 TW / nA[NCT REPORT#9606C 3a4 YULOA PSIC UrE R( TAeT[R ten_ ate[ 15" oW3. 1 Ai1QIm ito PfCIIM" ip/O1 TD. a .431 (C••[O wiN aNC i/1[i1•aI1MGR NA C7 Pa 1TU. OKV. IT[CL TOP SW IATCN CNOAOCS ONTO Vpme/ L T nOtillt RACKa, b11r InACKa ATTACNp // .) MTw ONC SW WCN ON Sm "ON 4" of OOOA. i l hd/C' LI[Q YCTiL 6 ou1: 1O[ I. OA O LV. m Y STU M I rthw/ (TO[ACN III[a AICTAi DnCwf • W9oa MAOU T rOUi No LS O• TALL -. 3o a fxV. srcn V-iNf Oro AIDE BOLT W A 1-1-3-T ATi[IIN p.C, TWO Y- ON INTOwr" INTO KATIGILONBorrowI[L; ONC Y-WI N11T Str C TTC. rALlllu-SM ArrADNCD INM 14jo" SE11 T'j fSAKMOf TRACK ONC IOCK ON r[A Ig1l Loam 0".. OLLV. 4R0. BOTTOM OAACK[T. ATTAO" (3) / lhi/B' 3N[23 uQK SCnMl. TR NM' L YI(AMGSTAV. 4, %iaNY4rAvwON3r= melul LmUT-w[ TK ICAO$ 0 I 1 'A {' 7Q/ wNNAT ,IA PA. Nr•T uTr Nwr.[ Nw •A• Oti.i TOP wOYILWO Sy DOOR 1"Tu" n (To SWO 30 " I[ N. OALV. SIM CND Imc 30 W " V. 9= wTu ru at N CO/Rn1 li.aoo w wet C Q a \7/II' I.o. AouNpp Pv3NNOT \ I {•AI' UPCON ICAL'M! ON I)-I/1' COITOrS 3.0Oo IAST613l1 (ONC PiK AOtA[A) `IAS{fO NJpgµVO.y, 3}T C W(N C P4 11r4CONCACTV. NA WIN AKTJJOo) VTM f - ar+1 AL SCMH SwI My}CAIKJAOna. O.a Aw. NA Wpy[NnRCOUMT[D y aKV. STCCL TRACN IA[IDIVD ro 1. y, N WT NOT n[OU Dj1D 0 "APA7'ADKC A /LYSN 13 W OKv. 3Tm, 1p.Ot fY4bfS14. rAa o q rA( NaKiaNrK 4uAII oo Nor wrtN a' % N lij I .4.2 a " Aa two WYw[ No 3- DA SHOAT- STEW, 10 644 IT[CL AURA - STU .IOYLC M [1L A (11TOi'iU0A11 KMKwcffvv=. P.[. FLOPAU iT1lL Mom / WOa" P.L JaW3 r ogONw TNtOESICN a TIIC fYPPORI1No 3TRYCNAK [LpICNi8 DESIGN 11 sDS: LOADS: +24,0 PSI k -24.5 PSF TAcoc 61 THE N PDNf eunr or T1K PAo RIe orAK a TEST LOAM +38,0 PSF k -37.0 PSF or OOOK Arcaao TOR rNC BU Loeq oA frAucTUPt,ANo w ACCOAOAxCC wM CYIOt[M f1ASpK1 COO[f IOR 11K t4O0 IYITCo ON AIAi••W AA.Y.,m Mqt m ALIa TI[s onAWnc. ,. rd A AA1T0 IaK 1O0AIS), PART NO.: wtlus unlal sww olNar.w 312I l4 A.S:11 1fW A=a, IDEAL CinDlNnoB , ; r raOrAY mTOLERANCESIr. cl l 1.51 -QI- AN7 Nod"'^AnAr "" YAIRpsaosln. T. Ib. 1- 113- 2-0f11 w drA,.w, w. wow. 0 t.O3 3.{l.. v uwlwtw 110 • t.OIS auwl n. rrlAr ...,. rdAn 1A OESCRIPTION: I400EL BRST W4 18-0 K 8-0: 24/-24.5 DESIGN LOAi vw A.w. A.11 r.w 1. 000 . *.003 e.wAe M «.. A« «{ 0000 . t.O01 DRAWN BY: 9MM DATE: 4/18/00 SCALE: NTS owC. D W« ,."A Yw. v.. D j Dlgnla . m1/1' CMECKEO BY: Nww DATE: 4/18/00 SHEET 1 OF I SIZE L l T}IIrO MOb ProJactioA ' - on tM306 AM NwCNea. DWG. NO.: 102138 REV. N0. 1 LW J A b(pD£l OFS1GN mON: Themes-Tru In -Swing Door Wood :comes System , DFSIGN PRESEUR£ RATING: 3 MN ...O.C. Singie Positive. 67.0 PSF Negative 67.0 PSF MAYIMIIM RBI NOMi" S17:• Single 6p to 5'4 If 8'0 w/wo 8idn4.1e Double up to 8'4 x 8'0 ./wo sidoG!es a Single with Sidelites Positive 50.0 PSF Negative 60.0 PSF Double w/wo Sidelites Positive 47.0 PSF Negative 47.0 P=F RI F CONFlL•'IIRATIONCc X, OX, X0. OXO, XX. OXXO f:: NCP•1 DESr:RIPTION The head and side jambs are futgelpint pins measuring o min. 4-9/16' with a ±/2' rabbeted stop. •:', G r. .,.. ,• 1 3/16• TAPCON " a 78. O.C. 1/2. DRYWALL TYPE ANCHOR 3' 3/1e'TAPCON : 1'•.' 1 . i i1RR1Na TYPE ANCHOR t 1/2• DRYWALL trot. wsoNRY twfi 3 ~ '+ ,: • .:• , • 9= MASONRY LRnrc 1 i 2 FWJ Na I 1 ,' 1s• 2X AMC Q ! ".•. ' o fIxBUCK '`•. INTERIOR _-jT LX7LBIR J y tit i o .y 3/13• z4ecON Y See not. 2) w eil. Pfll • CONCRETE _o L" , 1fA0 JAMB 1 • • . . , •: MASONRY sm-8UCt U. LN1-MRB X 1/2• DRYWALL Y K. Y . y . N 1 , • 1x DUCK TAPCON 8 I 2 nRRe; i'4.,t Y. 1/2• UnWµ1 i. I ? TYPE ANCHOR vN i s 2X t= : • 3 a . .." , , J 1 .4 .•. ELCO TAPCON Of! EOUAL rc .'`t.:.,• i • (235 LB. SHEAR RATING) •t' 3/ie• TAPCON .. see note 2) y . PFH W'S • t•:•r l.l N .: 1j(Q','r '•. a 3/1e• TAf'CON MAx, L ' T.' { v' .. . E3)FB B e • I 3• rEgm •TYPE ANCHOR - ESHIMSPAC f/4• MIN. r 'T'. VFF1K.LL SIDC JAMB •' sIr •. 'i r TO Ix Ue-BUGK I. Is" let t; 1 e NOTT'. 1. This system has been evaluated for use in locations cdhering to the Florida Building Code I t VERTICALBSlOf JAMB and whys pressurerequinmenfa as determined by ASCCTO2x 7 Minimum Design Loads for Buildings I I/•' well tStandOtherStructures do not exceed the designq pressure rotirps listed herein. 2. For Installations where the sub -buck is less than 1-1/2' (FHC section 1707.4.4 Anchorags Methods and sub -sections 7707.4.4.1 and 1707.4.4.2) Topcon type concrete onchors must be used and the length must be such that a minimum 1-1/4' engagenent of the Topcon into the masonry wall is obtained. y d. , X C, Q7) Q M co h Q ZZaO C3OWO a_ 613.684.383t DATE: 4/3/02 SCALD N.T.S. CMG eY: W.LN. CHI. BY. R.W. DRAWING NO.: . T-02201 SHQT I W 1 MOM DESIGNIAT)ON: Thermd—Tru out—S.Ing Door woof Promes System - •;f^;K:N PRESSLIRF RATING: J AIAX Id' O.C. Single Positive 67.0 PSF Negative 67.0 PSF W ALAXIWUW l7T LL NOMINAL SIZE:. Single Up to 5'4 x 8'0 ./ro akel'tea - Z t Double up to 8'4 r C'O..r/wo aWN7tea e •. Single with Sidelitea Positive 60.0 PSF Negative 60.0 PSF Cc N e .• Double w/wo Sidelitea Positive 47.0 PSF Negative t7.0 PSF O cO lttgl E C WFICURATIONS: - X, OX; XO, OXO, XX. OXXO j G'RAL DESCRIPTIONc The head and side jambs are rxKerjoint ptne O O N meosuring'o min. 4=0/16• with a 1/2• rbbb ted stop. a - WASONRY LINTEL W h 3TYPE- TAPCONANCHOR J. AAAX iB' O.C. - 1 x FlRRWC F O Lj O` Q• m 11.lSONRY UMa f x 2' FlRRING Ii =• D•i NALL to CL rlsDRYWALL CONCRETE 'a t • .Z L TYPE AACNOR Ix BLOCr.' 3116' TAPCON • •. :. r' • n TYPE ANCHOR • ti .. .23.' MAX p t ,•• ' .rs •.• SHIW SPACE NN, 1Mff8LO8 oi2TE81OB2.23• v u m J/16' TAPCON J ;n I u ri TYPE ANCHOR •• u i tO T HEAD ,NWB Iu..i u N . if 8 x Z-1/2• 1.75 =i Q .Y •ti •.• ,. TO 1X SUB —BUCK t. a t mt PFH EDHEAD ex o .t .•, AIASBLOCx .23• MAX. .,: r. o a•., SHOW SPACE t.ZS• Nut. N Y; N •t , 1 1'AON. ?•'•' w •.'•. W EMB. ' • ' 1O . r' 3/16• TAPCONEXTEM B e, O d•4 z t:' ` - : •:. . TYPE ANCHOR ELCO TAPCON OR EOIYI TAPCON `. •L W EYB• WW.' . ,,; • i (235 I.S. SHEAR FATING) TYPE ANCHOR pO R SHW SPACE 4vt• w prIMOR INTERIOR y: t,.'' jd s 2-1/2'• .'... C--SINK 1 aL I+RRINQ O yJPFMWSvZ " a:' . s k r.• 77— DRYWALL VERnCAI SIDE JWeIX BUCK L TO Ix suB—Bucx p f • J!(L BiOB 1 x 2 FlRRING 1. This system has been evaluated for use In kxntions adhering to the Florida Building Code I ; . DRYWQL and then pressurep ruirementaoa determined by ASCE 7 Wm inimuDesign LoodafarBuildings f v yt BLOCK and other Structures do not exceed the design pressure ratings Baled Asrsin. vERTICAI• SIDE awe.. G 2. For installationswhere the sub —buck is less Own 1-1/20 (F8C section 1707.4,4 Anchorage Methods td:.•'':'.-", "' TO 2.X SVB—BUCK and sub—sec(Jons 1707.4.4.1 and 1707.4,4.2) Tapcon type concrete anchors must be used and the length must be such that o minimum 1-1/4' engagement o/ the Topton Into themasonry wall is obtained. 3. When using a IX sub —buck a 6—g/16' jamb is required to attow for min. edge spacing for Tapcon type anchors. 1. 513.664.3631 DATE: 4/3/02 SCALE: N.T.S. DWG. BY: W LN. CNK. BY: R.W, gray 1 or at00El DESIGNATION :. Therma—Tru In —Swing /' Oct —Swing Door Wood Frames System Avl, ly,4 r wcRAr f NOMINIL SIZE Single up to S'4 x B'O i r/wo sidelites Double up to 8'4 X 8'0 v/wo sidelites ji5414 ONEI •URA71ONSr X. OX. XO. OXO• XX. OXXD myw DESC41PTIONr The head and side jambs nre fingerjoint pine Tmeasuring a min. 4-9/16' with o I/2" rabbeted stop. DOUBLE 2X i . tCP HEADER r s OFSI • N PRESSURE RATING: Single Positive 67.0 PSF Negative 67.0 PSF Single with Sidelites Positive 60.0 PSF Negative 60.0 PSF DoubiE- w/wo Sidelites Positive 47.0 PSF Negative 47.0 PSF 1/ 2 DRYWALL SNG1)YNa I Q 2x HEADER r•'.' 1.3 SINCLE DOOR 2X STUD 2X JACK STUD 3in RiPFHWSI Q y HEAD Awe 1 I k .. 1/2, ORrWUII . r J0 810d 2x4 y • i MV fsx2-I/2• ZIY 3. 0• PFH W5 71 C- SINK SHEAP404 V 23. 114X 1 S" SPACE . e s. o• s. o• J. 0' 3. 0• 6. 0• 1 We 11• TYP.-i E d — —— --—; F OR DOUBL% DOOR WITH &IDELRES This system has been evaluated for use in locations adhering'to the Florida Building Code and where pressure requirement3 as determined by ASCE 7 Minimum Design loads for Buildi•1;s and Other Structures do not exceed the design pressure ratings listed herein. V H CLX H j O Otn V p CS 2O Ln z 3 Z yy svx MNSMIAN1S• INC 613. e84.3331 GTE: 4/3/02 SCALE. N.T.S. OWC, BY: W.L M CHIC BY. R.W. pMvnNo N0: T- 02202 S. M _t or 1 B. THERMA oTRU® FIBER GYASSICI SMOOTH STAR' MWMK)"S#X" AND DOUBLE Wyd W/WrSIDWnM INSULATED Fi8ERt3tJM DOOR WITH WOOD FRAMES. GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO MEET THE. SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR M41Mt=DADE COUNTY. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERI SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE I. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR MIAMI-DADE COUNTY. 6. ML4MI-DADE APPROVED IMPACT. RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES ONLY. 7. SIDELJTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. Face sheets: Fiberglass avg. min. yield strength Fy (min.)a6,000 psi Smooth;Gr - 0.070" minimum skin thickness FiberClossia. '- 0.110" minimum skin thickness Core desien:.Polyurethone foam core. with L.9 tbs. density by BASF. truetion: The ppoo el skin is constructed from a 0.070" thk. e mo mg compound (SMC. The interior cavity is filled with 1.9 lbs. density SW polyurethone loam. The porm face sheets are glued to thewoodStilesandpoih. The YL latch stile s reinforced with o wood lock blockmeasuruy2.375 x 14.0, kng at the strike and deadbolt location The hinge stile is Fngw Jointed Pea and the top and bottom rail are of a wood composite materlat In the double door application the inactive door is fitted with on extnded aluminum astrogol (Wind Jamber 1) of 6063-T6 alloy. The from is constrKitil from fin jointed pi; e. The er rs Ian o the sMe lambs with 3) 169o. I/crown x 2 king staples at each side. The mullions ore secured together m a sidefite opplicalion udrg /8 x 2" bng PFH Wood Screws (6) screws per each mullion. The units use an Inswing Saddle threshold measuring 5.75' x r The sdetite panels are soMwich glazed us g o two to g rome. they are dry)) glazed on the exterior with on 1/8' thk cdlulor glo t" tope at/8 I Tp & bngk Plasmic silicone. The Gte frames are held TABLE OF CONTENTS DESCRIPTION TYPICAL ELEVATIONS do GENERAL TES VERTICALCROSS SECTIONSTHORIZONTALCROSSSECTIOHORIZONTALCROSSSECTIONSdoNOTES ANC G LOCA IONS & AIANCHORINGLOTIONS & GLAZING DETAILS UNIT COMPONENTS 8 BILL OF MATERIALS do UNIT COMPONENTS OVERALL WIDTH 36" MAX. PANEL WIDTH E2 tcT wx w a' 9 C 0 Nall fYT WSWING UNIT 105.5' MAX. OVERALL FRAME WIDTH- 36.625" MAX. rPANEL WIDTH W/ASTRAGAL u w x J = ° w a o x Jo o c a' in o N ° a 74.5" MAX. OVERALL rKAML WlUIN 1 36.625" MAX. PANEL WIDTH W ASTRAGAL 2 X x w 0 0 X 3 N IJ 1 ee .r.. .t WFj DESIGN PRESSURE RATING UNIT TYPE RE UIREMENILTRATIONTRSINOTNEEDED.. - SINGLE 67.0 PSF - 67.0 PSF DOUBLE 55.0 PSF - 55.0 PSF WITH SIOELIT S 55.0 PSF - 55.0 PSF 15.5' MAX. FRAME WIDTH O > 13.75" MAX. Q C,4 WIDTH N p ap 7.125" MAX. p Q o nu-1OO.L.O. WIDTH 5 fr 3 Q W Wco EL T ALL MODELS 68.5" MAX. OVERALL WIDTH ARE HEWED 36" MAX. 15.5' MAX. FROM INTERIOR PANEL WIDTH FRAME WIDTH 73.75" MAX. WIDTH io 7.125' MAX. 0.L.0. WIDTH w rD I / o'b1% z X? z Un OqqN is V- J IPk Ad 813.654.3831 ViJ 6'YI®9 B004A.Y, — N.T.S. ML eY: TJF a1K. eY: RW MANCTU. N e ~C wo: S72 7 51 ex if Y l i I or i M A S TFR .-F& I.F. Z as EXTER 1.68• MIN. PANEL THK. ants SECTION V DOOR PANEL INTERIOR a 9 y . 29 42 a C N Ic 33 d O a 43 34 a p: . o o•_ SEE NOTE 5 SHT. 4 2 41 W W NOTE 1 SHT, 4 a a CLASS 7HK. GIs O J NTERIOR o `O 25 0 N FOAM GASKET do N co SILICONE CAP BEAD OQ. ',a..q 6 n 1.68• MIN. 1 O . •.' • PANEL THK. col. wO> t\ O ap Otn000 I O Lo m 0 C) ulIx to O_ w a,a,N0C ONSUITANTS. INC 813.684.3831 o/sc 08 10 01 sc•:1/2• 1' 000. BY. TJH aK. WY: RW 0!i'1iLA , iQ 0 A W:1 L it s z'151 s-m 2 or A- 24 EXTERIO SEE NOTE 2. 8 7 SHT. 4 27 INACTIVE e Y 3 J e W ASTRAGAL a RETAINER 31 BOLT ax LG. TOP k BOTTOM (2) BOLTS INTERIOR AT TOP do (2) AT BOTTOM 1f4ORlZO CROSS SECTION 3 O ASTRAGAL 1.15' MIN. EMB. EXTERB 25- MAX. SHIM 15' MIN. FOAM CASKET r 34 C—SINK SILICONE CAP BBEAD EE NOTE 43 5 SHT, 4 33 25 13 p •Q . 0 Y z 6 29 m cd 41 U o... 17 m n SE NOTE I 16 35 SHT, 4 l>YIEHl4B 3 ,TION 3 O SIDELITE TO BUCK wO> Ct OD oo 6 R p= ACTIVE CC zon lU u') ao 2 SEE NOTE 6 SHT. 4 a SEE NOTE 2 7 SHT. 4 N 3 ZONTAL CROSS SECTIO O HINGE JAMB TO SIOELITE J RrANjUFACT URER MAY g 5 xz H z FOAM GASKET do V uiH SILICONE CAP BEAD n N ooIxo NOTE 1 4 alma4.3831 E OB 100 cL1/2 v o. er: TJH K. er RW vnrc Mo.: 5-2151 aT 3 OF B 1.15- MIN. 4 a;' EMBED. 15' MIN. t I C-SINK 17 •• _ I n B 8 7 30 n 1 SHIM SPACE 1 n.: e rROSS SECTION 4 LATCH JAMB TO BUCK, NOTES: i 1. SPACING FOR ITEM NO. 41 (UTE .FRAME SCREWS) IS AS FOLLOWS; VERTICAL FROM THE TOP DOWN ON SIDES; 5.5 16.5, 27.5, 38.375. 49.375' h 60.375'. HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125' IN FROM EACH CORNER. 2. SPACING FOR ITEM NO. 27 (18 x 1' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE UdACTNE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1". 3 5. 18,25', 40.5', 59.25', - 74.15, 76.25' do 78.25'. 3. THE HEAD JAMB IS ATTACHED TO THE SIDE JAMBS WITH 3) 16GA. x 112' CROWN x 2' STAPLES AT BOTH SIDE. 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH 2) 16GA-. x 1/2' CROWN x 2.5' STAPLES AT BOTH SIDE. 5. THE SIDEL.ITE IS DIRECT SET INTO THE JAMB WITH (12) ITEM NO. 43 (18 x 2' PFH. WOOD SCREW). THERE ARE (4) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 13.5 7. 317. 48.5' 66'. THERE ARE (2) AT THE HEADER AT 4' IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE 2) AT THE SILL, 4' IN FROM THE OUTSIDE CORNERS. 6 ING FOR ITEM NO. 43 MULLONS TOGETHER IS THE THE SAME AS TSECURING HE THEPERIMETERANCHORING 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 ATTACHING THE HINGE TO THE JAMB AND THE SIDELRE AT THE MULLION USE REM NO. 37 (110 x 1 3/4' SCREW). FOAM CASKET & SILICONE CAP BEAD 1.10 MIN. EMBED. 15" MIN. C-SINK r w 12 10 SEE NOTE 7 SHT. 4 2 .25' MAX. 4 HINGE JAMB TO BUCK, SHIM SPACE 21 SEE NOTE 35 6 SHT. 4 43 XTEBIQB SEE NOTE 5 SHT. 4 8 I 43 W 2 N CO a0 O co. I QO t\ U!5. N O W00 o FOO a V co w 29 4 30 5 41 nz 3 SEE NOTE 1 ^ a SHT. 4 31 1 cd a oNsuwvrts, n INTERIOR 813. gg4. 3B31 3 H 1 R N 4 ® STRIKE JAMB TO SIDELTIE 18 ow 08 10 0 sciu:l 2' _ 1 c • r•. 1j . L]r;I :ia, C 7 E. :...,IJ A- rn+c. try:TJH l:`r l;. :,. au. er: RW ow „vw mo 1t TT 7 t`'rn`1 ] .lJ "1 r j NDK f AMC 5-2151 s+¢t 4 a E SEE NOTE 3 SHT. 4 SEE DETAIL "F' SHT. 6" 6" 6' 3' 6- 6' 6' SEE DETAIL SHT. TYP. SEE NOTE r 4 SHT. 4 1 'I E NOTE 3ESHT- 6. 6. h N O! N j TYP 0 a N n C-- to SEE DETAIL RW? D' E" SHT. 5 ci ui 13 TYP N SEE DETAIL C' C" • 1 G' SHT. 5 I 14 TYP. I- 3' 3' 3" I` —i I' 3' t I — 6' 6' --1 F^ 6T 6' ao 3• 3• 3 6' F LJ®RMAB.O.AFoDOUBLEDOORW/SIDE&TRAL a r4ASTER FMF-tA A 0.357' BOLT DEEP ENOUGH FOR A 2" 13 BOLT THROW 12 r 0 13 13 10 10 ncTA1L 'F" DETAIL "H" ATTACH ASTRAGAL THROW BOLT ASTRAGAL THROW BOLTS DETAIL E` STRIKE LATE TN FEE DETAIL "G" AT THE THRESHOLD SEE NOTE 4 SHT. 4 w o OD N coo 8SOto DOwo 1i o 2 AM 813.584.3831 c 08 10 0 ut N.T.S. 0. er: TJH K. er: RW KNINC NO.: S-2151 ccr 5 Or 8 N N o a SEE DETAIL E" SHT. 5 TYP. CENTRAl mA, Nu',l CTURE . INANE O SEE DETAIL F" SHT. 5 FILIE 6" 3" + 6' 6" 63" 6" 3'i 363 113 _ SEE NOTETyp= 3 SHT, 4SEE NOTE• SEE DETAIL ^3 SHT• 4 SEE - 6 SHT. 4 F' SHT. 5 a; 13 M TYP.SEE DETAIL - - C' sHT. 5jD = - 13 - SEE DETAIL SEE DETAIL 1yP• J' 'E" SHT. 5 H" SHT. 5 TYP• J' SEE DETAIL 'K" " M. 'K" TYP.= 'M" r SEE NOTE "C" SHT. 5 14 4 SHT. 4 - - Typ, 14 I TYP. i' 6" r i " ;' -H -4i'- 6" .3 —I — 3" 6 3 j-- 6 --1 6• -' 1 3' 6' QpuaLE DOOR 453" GLASS 1 r BITE CIO v 25 1/8" TEMPERED CLASS Q 0 25' AIR O O O SPACE O C i 1/8" TEMPERED INTERIOR z Y' N GLASS 36 6 n m 7a 41 a SE NOTE I 25" STEEL INTERCEPT 5' TCAa I INSULATED ITF F aME SHT. 4 GLASS W/ GLAZING DETAIL SPACER 6' 6' 3" 3" SINGLE DOOR W/SIDEUTES 463' GLASS BITE C5) ,1/8' TEMPERED 40 CLASS 25' AIR SPACE 01/8' rSEENOTE TEMPERED mo GLASS INTERIOR 36 z. 25" STEEL INTERCEPT 5" INSULATED RTS LITE FRAME GLASS W/ IN • - DETAIL SPACER GI A SEE NOTE i 4 SHT. 4 7 J 6> N D 00 O I2 LLZOI' n'- 0O W 3a00 00 813.664-Wl as (76. iD 0 w4r N.T.S. DWG, M TJH GNK. BY: RW DR4VM NO-' S-2151 6 or 8 4.563" 1.063" I' I T n 2 21 WOOD FRAME 3 FINGER JOINTED PONDEROSA PINE 28 ILL br 526' 1.232" 33 , PLASTIC I IP • LfTE EMME EXTRUDED BTS Z.741 F, 69 e !7 b _ L INSWING SIDELfTE 15 BOTTOM BOOT 0.09" EXTRUDED VINYL WALL X i .0974 x 4 STEEL DOOR HINGE O f 1.077-- j c JOINTED h— 1.531' —•-1 NI 1 m OcS BOTTOM RAIL 11 WOOD COMPOSITE v? 1,:..:\1`i l`/;\•l 1 tl Jjnl.i'ni:l`i 1V iu J 4 l L 1" 03 FG. 70P RAIL WOOD COMPOSITE 1.077" T 1.531 " —4 cinci 1Tc RI ANK SIDF STILE 36 FINGER JOINTED PONDEROSA PINE 1.264' 7 N n. k Do O L 3 FC I ATCH SIDE STILE COMPOSITE n Lw ap.qmljp r a 1— T •i N 1.s31•—I O4 cr WOOD HINGE SIDE STILE 1 5.75" To oC u 1.531 FC BOTTOM RAIL in SELF ADJUSTING SADDLE THRESHOLD WOOD COMPOSITE ALUMINUMNINYL AA5"UM_. 19 080' THK. WALL VINYL TYP. 2.375" 1 cor+su rwrs. 813.684.3831 arc 08 10 01 o xxE N.T.S oro. er: TJH T cNK. RW onwmNrlc NO.: 30 S-2157 QOOD i OGK BLOCK FINGER JOINTED PONDEROSA PINE sH¢r L OF 8 I 1`18MC ASSIC DOOR SKIN .110" MIN. T10L nBDZGLASS BY now -IN Mich kid Arength F Initi 6.000 pisi FIBERGLASS 2 Ft T RAIL 1.531 x .94 nflw-TRU COMPOSITE)W000 COMP09fE 3 Fr- LATCH SII-E -TRU NOW C0 CSRE 1 I x Lb WLKID COMPOSITE 4 191a ME: HERW- Mg—" S4 1. 1 x 1109 W000 5 FC BOTTOM RV[ 1.531 it 125 TlElttq-IRU N= COMPOSITE W000 C0wosrTE 6 1.9lbs. DEN FOAM 7 SHORT REACH COMPRESSION WEI7HERSTT -TRU FOAM 11 LONG REACH CpMPRES M ffALDRSTW -TRU . FOAM 4 4 HINGE .097 THK. ERMA-TRU STEEL 10 1110 x 3 4 . PFH WOOD SCREW 06W to Rene 1 1 is& am MIL V531 r 9{ Rflall-IRU N000 12 1010 x G. P SCREW ' STEEL 13 is x 2 1 PFH 0 r&REW ST EL 14 i 6 TAP N AN HOR ELCO 2.0 MIN.. LG. STEEL 1 I LITE BOTTOM BOOT .090 EXTRUOEO .VINYL VINYL 16 2x INNER WOOD BUCK WOOD 17 MAX. 1 4 HIM MATERIAL WDDD 18 I9 KWIKSEr TITAN 700 SERIES PASSAGE LOCK UM. OD x E WOOD 21 x - x WI E WOOD KWIKSEF TITAN' 72Q SERIF OEAO 7 4 W B 1 WR68T .0 2 WALL UM. 60 -T6 S GLAZING, 2INSULATED TEMPERED G1A55 G S 26 SS -1RU PONOEROSI F1rE 1.1 x 1.531 WOOD 7 8 x 1 LG. PANHEAD SHEET METAL SCREW STEEL 8 INSWING DOOR BOTTOM SWEEP NYL 29 WOOD 30 FCLOCK BLOCK 2.375 x 1.515 P0%QO% PIKE WOOD 31 NOOO 1. 83 x IWI W000 WWP()$n 2 1 THK. CELLULAR GLAZING 7 STIK-11 TAPE) LP LITE BTS•.TMERW-TRU BTS 4 T 4. M63 x 125 BLANK J41 -11TU PONDERM PM) 00 36 SUE= SW SW -TRU 1.531 x .5M PONOEROS4 PINE WOOD 7 x 1.3 4 G. PFH WVQO SCREW STEEL SS TOP RAL fixf, x .91 Ww-TRU HOOD Xwwff 39 NOT USED 40 SILICONE U K IUCONE 41 8-10 x 1 1 2 PLAS REIN FOR fTFJd 34 42 9MRE TW a BDifOY Rol 1931 x Po1DERo51 PK W 000 43 IS x 2 LG. PFH WOOD SCREW ST SS- TOP RAIL WOOD COMPOSITE 592" Ns rn1 IN 1 IN 179" I Q REACH C MP I N WEA'1HER.STRIP FOAM CELL CORE W NYL JACKET 3" N N 579" o, O7 . 171 t PR SION WEaTHERSTRIP BY THERMA-TRU FOAM CELL CORE W/VINYL JACKET DRILL TRU FOR 357" DIA. ASTRAGAL DRILL TRU FOR A IS RETAINER BOLTS PFH WOOD SCREW 2PLCS WINDJAMBER II WR68T_STRIKE PLATE I 1. 316" 31— 1.531"------- erru zinc cru F C.QMPOSITE M 41. 767-!!7-I ASTRAGAL HAS n ( 2) 8.0" N BOLTS O BOTTOM BO SaoLTs o roP 24 WINDJAMBER It WR68T eS7ReCAL ( ALUMINUM 059 ASTRAGAL R AI; MATERIAL: C/R 1 do YELLOWYELLOW c MA i ' .. i : l', i.i.i U..;,a.•.it: l dllav wi.i.' , r\ 0 co O Z N UFE0OWO FE 3Qco ir tp 11 813. 654.3831 T. 08 10 0 k N.T.S. a BY: TJH x er: RW QVM NO.: S- 2151 a* 8 or 8 9 JLIN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P.02 une.21, 2002 Alan Plante, Chief Plans Examiner Orange County Building, Division Administration Building, 2st Floor 201 South Rosalind Avenue P.O.. Box 2867 Orlando, FL 32802-2687 407) 836-5760 RE: Florida Extruders Fenestration MasterFile Update Mr. Plante, This letter updates and clarifies nomenclature regarding buck thicknesses mentioned on Florida Extruder Window, Door and Mullion installation drawings contained in the Orange County Fenestration Masterfile. Based, upon the discussions at the Mid -Florida Home Builders Association's meeting at; their offices on 3une 19, 2002, this: letter was the agreed upon procedure for manufacturers to clarify the issue of "1X Buck" thickness nomenclature used on installation drawings. Builders/Ins tiers,when pulling permits for. Florida Extruders windows will have to include this 'letter with the installation details. 'Florida Extruders requests the Orange County- Building Division to file this letter against the Masterfile Numbers and Installation Drawings identified on the attached -listing. Based upon a review of the signed and sealed engineering produced by Lildon Engineering Company for the methodology used ' in the development of Florida Extruder's Window,. Door. and Mullion installation drawings, the ' thickness of the buck in non-structural applications (i.e., buck thickness less than 1 lb") does not influence the lateral resistance .capacity of the concrete screw (i.e. Tapcon). Therefore, buck., thicknesses, less than 1 1h" are acceptable 'as, non-structural attachments .when ,the window, door or mullion is installedusing a 3/1,6" concrete screw with a minimum embedment on 1 'k". Concrete Masonry Units should have a wall thickness of I YV and a precast sill's thickness will exceed 1. % The drawings clearly delineate the requirement that a,minimum embedment depth of 1 %, must . be maintained by the installer. It is up to -the installer to use the appropriate length concrete screw so as to maintain the required minimum embedment'on i Therefore, for Flonda Extrudejr installation drawings where ' a non structural buck is used, notrmewmclature such as -IX buck by others' or similar statements shall be construed to mean that ai buck thickness of less than 1 2/2" is acceptable. The dofniition-of a non-structural malbuck is based on 5ectiion 1707.4-4_2 of the Florida Builldfing Code. 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3337 1 JUN-21-2002 09:52 MILESTONE WINDOWS 407 323 9729 P.03 7& i S The attached table lists all Florida Extruder drawings in the Orange County Fenestration Masterfile affected by this engineering statement. Any questions should be addressed to the undersigned. Thank you. Regards, Robert I Amoruso, PE arneruso.ipe@floridaextruders.com 11N01111110 Florida PE License No. 49752 J. Florida Extruders International, Inc_ Q 1FICA Certificate of Authorization No. 9235 Cc: Earl Moore/FEI File PE Sealing Statement: The letter was signed and sealed with an impression sear as required by Section 63G15-23.001, i .A-C A rubber stamp seal was also applied to fadlitater reproduction for Orange County 6uilding* Division Masterfile scanning. nle: 2W2-VM- Rj/ -W9 2540 30wett Lane, Sanford, FL 327YI-1600 • (407) 323-33o0 • Faz (4o7j 322-3,3 2 LUniversal Forest Products Re: 54904023 5 Centex Homes Orlando 2509 A,B,C Floor The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc. under my direct supervision. Pages or sheets covered by this seal include the following: 54904023 FT1 54904023 FT2 54904023 FT3 54904023 FT4 54904023 FT5 54904023 FT6 54904023 FT7 54904023 FG7 54904023 FT8 54904023 FT9 54904023 FT10 54904023 FT11 54904023 FT12 54904023 FT6A Loading (psf) TCLL 40 TCDL 10 BCLL 0 BCDL 5 My license renewal date for the state of Florida is February 28, 2005 2/24/2004 John - Presley License # 5588 Thus//e/al on this drawing indicat s acceptance of professional engineering responsibility solely for the truss component(s) listed and ttached. The suitability and use of each component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec. 2. Eastern Division 5631 South NC 62 BLAingl.on, NC 27215 Tel: (336) 226-9356 I ax: (336) 476-9146 Job Truss Truss Type x" Qty Ply Centex-Orlando/2509A,B,C/jsk/2-24-4 54904023 FT1 a FLOOR 1 1 Job Reference optional Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.200 s Sep 30 2003 MiTek Industries, Inc. Tue Feb 2416:26:37 2004 Page 1 Scale =1:32. x6 TL20 FP= A B C D E F G K I J K L- M N 0 P Q R At: 1 Rl: 1_ 1' 1 1 1 1 1 1 1 .. 1 1 1 1 1. 1 NEW 3x6 TL20 FP=, 20-10-8 - 20-10-8 LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) Vdefl Ud PLATES GRIP TCLL 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 n/a 999 BCLL 0.0 Rep Stress lncr ' YES WB 0.03 Horz(TL) 0.00 S n/a n/a BCDL 5.0 CodeFBC2001/TP12002 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, excep 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) AJ=53/20-10-8, S=27/20-10-8, AI=146/20-10-8, AH=147/20-10-8, AG=145/20-10-8, AE=144/20-10-8, 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 Horz AJ=3(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD AJ-AK=-48/0, AK-AL=-48/0, A-AL=-48/0, S-AM=-22/0, AM -AN= 22/0, R-AN=-22/0, A-B= 3/0, B-C=-3/0, C-D=-3/0, D-E=-3/0, E7F=-3/0, F-G=-3/0, G-H=-3/0, H-1=-3/0, W=-3/0, J-K=-3/0, K-L=-3/01 L-M=-3/0, M-N=-3/0, N-0=-3/0, O-P=-3/0, P-0=-3/0, Q-R= 3/0 BOT CHORD AI-AJ=0/0, AH-AI=0/0, AG-AH=0/0, AF-AG=0/0, AE-AF=0/3, AD-AE=0/3, AC-AD=0/3, AB-AC=0/3, AA-AB=0/3, Z=AA=0/3, Y-Z=0/3, X-Y=0/3, W-X=0/3, V-W=0/3, U-V=0/3, T-U=0/3, S7T=0/3 . WEBS B-AI=-133/0, C-AH= 134/0, D-AG=-133/0, E-AE=-133/0, F-AD=-13310, G-AC=-133/0, H-AB=-133/0, 1-AA=-133/0, J-Z=-133/0, K-Y=-133/0, M-X=-133/0, N-W=-134/0, O-V=-132/0, P-U= 138/0, Q-T=-110/0 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 sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for, administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No 54904023 Contractor/Job: 2509 ABC FLR Date Req;03/19/2004 Draw No:54904023FT1 Job Truss Truss Type ..iy Dly iCentex Orlando/25o9 A,B,C/jsk/2-24-4 I . <' s . 54904023 FT2 FLOOR 9' 1 Job Reference o tional Universal Forest Products,lnc., Burlington, NC 27215, A Kerr 5.200 s Sep 30 2003 MiTek Industries, Inc. Tue Feb 24 16:26:40 2004 Page 1 1-3-0 1-8 L 1-4-8 0-1-8iHScale a 1:35.8 5x4 TL20= 5x4 TL20= 1.5x3 TL20= 1.50 TL20= 1.5x3 TL20= 5x4 TL20= 3x6 TL20 FP = 1.5x3 TL2011 3x6 TL20= 1.5x3 TL20= TI A B C D E F G H TP I J K Y 1 AA X R1Z v U T S R Q P Q N M L 1.5x3 TL2011 5x4 TL20= 1.50 TL2011 300 MII18H FP= 1.50 TL2011 5x5 TL20= 3x6 TL20= 56 TL20= 9-1-8 1-6-0 4-0-0 6.6-0 9-0-0 10-7-8 11-10-8 14-4-8 16-10-8 19-4-8 20-10-8 20-10-8 Plate Offsets X Y : A:Ed a 0-1-8 K:0-1-8 Ede :0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.64 Vert(LL) -0.38 Q-R >648 360 M1118H 195/188 . TCDL 10.0 Lumber Increase 1.00 BC 0.98 Vert(TL) -0.59 Q-R >416 240 TL20 245/193 BCLL 0.0 Rep Stresslncr YES WB 0.60 Horz(TL) 0.09 L n/a n/a BCDL 5.0 CodeFBC2001/fP12002 Matrix) Weight: 107lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins, excep BOT CHORD 4 X 2 SYP No.1 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) L=1128/0-3-8, W=1128/0-8-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD W-X=-1120/0, X-Y=-1120/0, A-Y=-1120/0, L-Z=-1121/0, Z-AA=-1121/0, K-AA=-1121/0, A-B= 1104/0, B-C=-2876/0, C-D=-4030/0, D-E=-4030/0, E-F- 4742/0, F-G=-4742/0, G-H=-4646/0, H-1=-4045/0, I-J=-2872/0, J-K=-1105/0 - BOT CHORD V-W=-O/O, U-V=0/2137, T-U=0/3583, S-T=0/4472, R-S=0/4742, Q-R=0/4742, P-0-0/4490, O-P=0/3578, N-0=0/3578, M-N=0/2138, L-M=0/0 WEBS K-M=0/1502, A-V=0/1500, J-M=-1437/0, B-V=-1437/0, J-N=0/1021, B-U=0/1028, I-N=-982/0, C-U=-983/O, I-P=0/649,.C-T=0/622, H-P=-620/0, E-T=-615/0, H-0---28/403, E-S=-92/672, G-0-468/221, F-S=-261/0, G-R=-221/130 NOTES (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are M1120 plates unless otherwise indicated. 3) All plates are 3x3 TL20 unless otherwise indicated. . 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard customer No: I I U45 Customer Name: GENTEX HOMES ORLANDO Shop No: 54904023 Contractor/Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT2 Job Truss Truss Type Oty Ply Centex-Orlando/2509 A,B,C/jsk/2 24-4 54904023 FT3 FLOOR 1 1 s Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff"Kerr 5.200 s Sep 30 2003 MiTek.Industries, Inc. Tue Feb 24 16:26:40 2004 Page 1 Scale= 1:20. A. B C D E F G H I `` j.: K t 12-10-0 12-10-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC- 0.05 Vert(LL) n/a - n/a 999 TL20 2451193 TCDL . 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 L n/a n/a BCDL 5.0 CodeFBC2001/TP12002 Matrix) Weight: 57lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD ` Structural wood sheathing directly applied or 6-0-0 oc purlins, ezcepBOTCHORD4X2SYPNo.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) V=53/12-10-0, L=24/12-10-0, U=146/12-10-0, 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=1 52/12-1 0-0, M=116/12-10-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD V-W=-48/0, W-X=-48/0, A-X=-48/0, L-Y=-19/0, Y-Z=-19/0, K-Z=-19/0, A-B=-3/0, B-C=-3/0, C-D=-3/0, D-E=-3/0, E-F=-3/0, F-G=-3/0, G-H=-3/0, H-1=-3/0, I-J=-3/0, J-K= 3/0 BOT CHORD U-V=0/3, T-U=0/3, S-T=0/3, R-S=0/3, Q-R=0/3, P-Q=-0/3, O-P=0/3, N-0=0/3, M-N=0/3, L-M=0/3 WEBS B-U=-133/0, C-T=-134/0, D-S=-133/0, E-R=-133/0, F-Q--133/0, G-P=-134/0, H-O=-132/0, I-N=-138/0, J-M=-108/0 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/iPI 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 individualof members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design - information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54904023 Contractor/Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT3 i r Job Truss Truss Type Oly Ply Centex-Orlando/2509 A,B,Cfjsk/2-24-4 54904023 FT4 FLOORa A z,r a 6qT 1 1 Job Reference (optional)lUniversalForestProducts,ine., Burlington, NC 27215, Jeff Kerr 5.20C s36p:30 2003 MiTek Industries, Inc. Tue Feb 24 16:26:40 2004 Page 1 Scale =1:10. i I ; A B C D E .. F i S, I 6-11-0 4 j 6-11-0 LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) " I/defl Vd PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) n/a n/a 999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.01 Rep Stress lncr YES W B 0.03 Horz(TL) 0.00 G n/a n/a 11.i BCDL 5.0 CodeFBC2001/i'P12002 (Matrix) Weight:32lb LUMBER BRACING TOP CHORD 4 X 2`SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep 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 s REACTIONS (lb/size) L=59/6-11-0, G=70/6-11-0, K=139/6-11-0, J=150/6-11-0, 1=143/6-11-0, H=160/6-11-0 i FORCES (lb) - Maximum Compression/Maximum Tension I TOP CHORD. L-M=-51/0, M-N=-51/0, A-N=-51/0, G-O=-63/0, O-P=-63/0, F-P=-63/0, A'-B=-8/0, B-C=-8/0, C-D=-8/0, D-E=-8/0, E-F=-8/0 BOT CHORD K-L=0/8, J-K=0/8, IJ=0/8, H-1=0/8, G-H=0/8 WEBS B-K=-129/0, C-J=-135/0, D-1=-130/0, E-H= 146/0 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. I4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). i5) 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 igrestrainedbyothermeans. i f 7) Truss shall be fabricated per ANSI/fPI 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 requiredfor 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 g 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 f Customer No: 11045 Customer Name: CENTEX HOMES' ORLANDO Shop No: 54904023 Contractor/ Job: 2509 ABC FLR Date Req:03/19/2004 Draw.Ido:54904023FT4 Job Truss _ s Truss Type Oty Ply Centex-Orlando/2509 A,B,C/jsk/2-24-4 54904023 -, FT5 FLOOR p @iM*' I ti i ri.I ll*g 1 y ail r,if tt5."khi K,. Job Reference (optional) Universal Forest Products,lnc:, Burlington, NC 27215, Jeff, err'''' 5.200 s Sep 30 2003 MiTek Industries, Inc. Tue Feb 24 16:26:41 2004 Pagel p 481-3-0 , 0-11-0 0-1H-8I Scale . 1:32. 5x4 TL20- 5x4 TL20- 1.5x3 TL20= 1.50 TL2011 1:5x3 TL20= 1.5x3 TL20= 3x4 TL20= 3x6 TL20 FP= 1.5x3 TL2011 3x4 TL20= 1.5x3 TL20=" A g, F G H I J K." X 1 Z .. W Y U T S R 0 P O N M 5x5 TL20= 3x4 TL20= 300 M1118H FP= 5x5 TL20= 3x4 TL20= 9-1-8 i 1-6-0 4-0-0 6-6-0 9-0-0. 10-2-0 12-8-0 15-2-0 17-8-0 19-2-0 19 2-0 Plate Offsets X Y: A:Ed a 0-1-8 K:0-1-8 Ed e LOADING (psf) SPACING 2-0-0 CSC.. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC - : 0.34 Vert(LL) . -0.27 Q-R >827 360 M1118H 195/188 TCDL 10.0 Lumber Increase 1.00 BC 0.88 Vert(TL) -0.43 Q-R >530 240 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.08 L n/a n/a 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 oc purlins, ezcep 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) - Maximum Compression/Maximum Tension TOP CHORD V-W=-1027/0, W-X=-1027/0, A-X=-1027/0, L-Y=-1027/0, Y-Z=-1027/0, K-Z=-1027/0, A-B=-1003/0, B-C=-2578/0, C-D=-3550/0, D-E=-3550/0, E-F=-3998/0, F-G=-3998/0, G-H=-3998/0, H-1=-3550/0, I-J=-2578/0, J-K=-1003/0 BOT CHORD U-V=0/0, T-U=0/1938, S-T=0/3192, R-S=0/3882, Q-R=0/3998, P-Q=0/3882, O-P=0/3192, N-0=0/3192, M-N=O/1938, L-M=0/0 WEBS K-M=0/1364, A-U=0/1364, J-M=-1300/0, B-U=-1300/0, J-N=0/890, B-T=0/890, I-N=-854/0, C-T=-854/0, 1-P=0/498, C-S=0/498, H-P=-461/0, E-S_ 461/0, H-0=-184/460, E-R=-184/460, F-R=-212/59, G-Q=-212/59 NOTES (6) " 1) Unbalanced floor live loads have been considered for this design. 2) All plates are M1120 plates unless otherwise indicated: 3) All plates are 3x3 TL20 unless otherwise indicated: 4) This truss requires plate inspection per the, Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Truss shall be fabricated per ANSI/TPI 1-95 quality, requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name- CENTEX HOMES ORLANDO Shop No: 54904023 Contractor/Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT5 r- Job Truss Type Oty Ply Centex-Orlando/2509 A,B,C/jsk/2-24-4 54904023 TFr6 nffizg, FLOOR wtF"dh R•-- Job Reference (optional) Universal Forest Products,Inc., Burlington, NC 272T5, Jeff`Kerf 5.200 s Sep'30 2003 MiTek Industries, Inc. Tue Feb 24 16:26:42 2004 Page 1 1.8 1-3-0 0-001 0-1-8HScale=1:33. 5x4 TL20= 5x4 TL20= 1.5x3 TL2011 1.5x3 TL20_ " 1.5x3 TL20= ' 3x4 TL20= 3x6 TL20 FP = 1.5x3 TL201 3x4 TL20 ` 1.5x3 TL20= A B C 0 E F O HTP K W Y X u T S R O P" O N M; 5x5 TL20= 3x4 TL20= 300 M1118H FP= 50 TL20=1.50 TL2011 3x4 TL20= 9-1-8 1-6-0 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 Plate Offsets X Y: A:Ed e 0 1-8 K:0-1-8 Edge] LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) I/defl ' _ Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC "0.37 Vert(LL) -0.28 R >809 360" M1118H 195/188 TCDL 10.0 " Lumber Increase .1.00 BC 0.89 Vert(TL) -0.44 R >518 240 TL20 245/193 BCLL 0.0 Rep Stress Incr YES WB" 0.55 Horz(TL) 0.08 L n/a n/a BCDL 5.0 CodeFBC2001/TP12002 Matrix) Weight: 100lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, ezcep BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X 2 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) L=1042/0-8-0, V=1035/0-3-8 FORCES (lb) -"Maximum Compression/Maximum Tension TOP CHORD V-W- 1030/0, A-W- 1029/0, L-X=-1035/0, X-Y=-1035/0, K-Y=-1035/0 A-B= 1058/0, B-C=-2635/0, C-D=-3610/0, D-E=-3610/0, E-F= 4059/0, F-G=-4059/0, G-H=-4059/0, H-1=-3592/0, I-J=-2603/0, J-K=-1012/0 BOT CHORD " U-V=0/53, T-U=0/1994, S-T=0/3250, R-S=0/3942, Q-R=0/4059, P-0=0/3932, 0-P=0/3225, N-0=0/3225, M-N=0/1955, L-M=0/0 WEBS K-M=0/1375, A-U=0/1366, J-M=-1312/0, 13-0=1302/0, J-N=0/902, B-T=0/891, I-N=-865/0, C-T=-856/0, I-P=0/509, C-S=0/500, H-P=-473/0, E-S=-462/0, H-Q--178/480, E-R- 187/470, F-R=-218/59, G-Q=-222/55 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 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 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 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54904023 Contractor/Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT6 Job Truss Truss Type Qty Ply Centex-Orlando/2509 A,B,C/jsk/2 24-4 54904023 FT7 FLOOR fi iK;F 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jef"err 5.200 s Sep 3Q2003 MiTek Industries, Inc: Tue Feb 24 16:26:42 2004 Page 1 011r8i 13 11-34 I 0N-8 Scale 1:27.0 5x4 TL20= 5x4 TL20= 1.50 TL20= 1.5x3 TL20=. 1.5x3 TL20= 1.50 TL2011 1.50 TL20= A B C D E17G H S U _. R T P' O N M L K i 1.50 TL2011 5x4 TL20= 1.5x3 TL2011 5x4 TL20= 1.5x3 TL2011 6-6- 0 8-0-8 15-9-8 1598. Plate Offsets X Y `. A:Ed a 0-1-8 H:0-1-8 Ede Q:0-1-8 Edge] LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) I/defl Ud PLATES GRIP TCLL 40. 0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.15 L-M >999 360 TL20 245/193 TCDL 10. 0 Lumber Increase 1:00 BC 0.84 Vert(TL) -0.22 L-M >823 240 BCLL 0. 0 Rep Stress Incr YES ' . WB 0.44 Horz(TL) 0.04 1 n/a n/a BCDL 5. 01 C6deFBC2001/TPI2002 Matrix), Weight: 82lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep 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) Q=848/0-3-8, 1=848/0-8-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD Q-R=-844/0, R-S=-844/0, A-S= 844/0, 1-T= 843/0, T-U=-843/0, H-U- 843/0, A-B=-807/0, B-C= 1981/0, C-D= 2675/0, D-E=2675/0, E-F= 2579/0, F-G=- 1996/0, G-H=-802/0 BOT CHORD P-Q= 0/0, O-P=0/1549, N-0=0/2406, M-N=0/2675, L-M=0/2675; K-L=0/2426, J-K=0/1544, I-J=0/0 WEBS H- J=0/1090, A-P=0/1097, G-J=-1032/0, B-P=-1032/0, G-K=0/629, B-0=0/602, F-K= 598/0, C-0=-590/0, F-L=0/318, C-N=0/554, E-L= 343/104, D-N=-222/0, E-M=- 166l78 NOTES (5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 TL20 unless otherwise indicated. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Recommend 2x6 strongbacks, 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 verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE( S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54904023 Contractor/Job: 2509 ABC f LR Date Req:03/19/2004 Draw No:54904023FT7 F Job Truss Truss Type Oty Ply Centex-Orlando/2509 A,B,C/jsk/2-24-4 54904023 FG7 FLAT t Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Ker6e"O 5.200 s Sep 30 2003 MiTek Industries, Inc. Tue Feb 24 16:26:37 2004 Page 1 0 1 8 1-9-12 4-10-4 7-10-12 10-11-4 13-11-12 15-8-0 15r 8 0-1-8 '1-8-4 3-0-8 3-0-8 3-0-8 3-0-8 1-8-4 0-1-8 Scale a 127.2 2x5 TL2011 500 TL20= 3x4 TL20= 3x4 TL20= 3x4 TL20= 500 TL20= 2x5 TL2011 A' B C - 0 E F Q 6 Bi i L K J 5x5 TL20= 500 TL20= 5x4 TL20= _ 5x4 TL20= -500 TL20= - 5x5 TL20= - 3-4-0 6-4-8 9-5-0 12-5-8 15-9-8 3-4-0 3-0-8 3-0-8 3-0-8 3-4-0 LOADING (psf) SPACING . 2-0-0 CSI DEFIL in (loc) I/deft PLATES GRIP. TCLL 40.0 Plates Increase 1.00 TC 0.94 Vert(LL) -0.35 J-K >525 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.95 Vert(TL) -0.55 J-K >335 BCLL 0.0 Rep Stress Incr NO WB 0.99 Horz(TL) 0.07 H 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, excep 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) - Maximum Compression/Maximum Tension TOP CHORD ` A-M=-161/0, A-B=-338/0, B-C=-4999/0, C-D=-7403/0, D-E=-7403/0, E-F=-4999/0, F-G= 338/0, G-H=-161/0 BOT CHORD L-M=0/2903, K-L=0/6453, J-K=0/7628, I-J=0/6453, H-1=0/2903 WEBS B-M=-2959/0, B-L=0/2477, C-L=-1718/0, C-K=0/1124, D-K=-266/0, D-J=-266/0, E-J=0/1124, E-1=-1718/0, F-1=0/2477, F-H=-2959/0_ NOTES (5) 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 1607.1 of IBC-00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection, 4) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B): 5) Truss shall be fabricated per ANSI/fPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted.. Provide bracing . where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: H-M=-160(F=-150), A-G=-100 r Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54904023 Contractor/Job: 2509 ABC FLR; Date Req:03/19/2004 Draw No:54904023FG7 Job Truss Truss Type a "` RR y 18 Qty PlyT Centex-Orlando/2509 A,B,C/isk/2-24-4 , 54904023 FT8 d FLOOR xl 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215 eff=Kerr 5.200 s Sep 30 2003 MiTek Industries, Inc. Tue Feb 24 16 26:43 2004 Page 1 1- 3-0 g p 1 q L1'-8 1 1-4 { - I 01 33T0 bile = 1:35.1 5x4 TL20= 1. 5x3 TL20= - - 1.50 TL2011 ,. 1. 50 TL20= - - ` 3x6 TL20 FP=. 3x4 TL20= 5x8 TL20= 1.50 TL2011 3x6 TI-M O H I i K 1 q ZS=A1 AAy x. w V U T 3 R. O O N M 20 TL2011 5x4 TL20= 1.5x3 TL2611 3x6 TL20 FP = 3x4 TL20= 1. 5x3TL2011 3x4 TL20= ': 50 TL20 7 10 8 1-7-8 i- 16-8-12 1- 6-0 4-0-0 6-6-0 7-9.0 9-1-4 10-4-4 12-10-4 15-4-4 16-8-12 18-1-4 19-278 20-8-8 20- 8-8 Plate Offsets X Y `. A:Ed a 0-1-8 0:0-1-8 Ed e LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) . I/dell Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC" 0.56 Vert(LL)-0.14 V >999 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.81 Vert(TL) -0.22 V-W >888 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.04 - P n/a n/a BCDL 5.0 - CodeFBC2001/TP12002 Matrix) Weight: 111lb LUMBER . BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excep 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 oc bracing: P-Q,O-P,N-O. REACTIONS ( Ib/size) Z=824/0-8-0, M=-157/Mechanical, 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) - Maximum Compression/Maximum Tension TOP CHORD Z-AA=-822/0, AA-AB=-822/0, A-AB=-822/0, L-M=-83/379, A-B=779/0, B-C=-1931/0, C-D= 2470/0, D-E=-2470/0, E-F= 2554/0, F-G= 2221/0, G-H=-1350/0, H- 1=0/197, 1-J=-6/538, J-K=-6/538, K-L=-6/538 BOT CHORD Y-Z=0/0, X-Y=0/1500, W-X=0/2338, V-W=0/2554, U-V=0/2554, T-U=0/2554, S-T=0/1912, R-S=01758, Q-R=0/758, P-Q=-1197/0, O-P=-1197/0, N-0=-538/6, M- N=0/0 WEBS I-P=-1649/0, A-Y=0/1059, I-Q=0/1334, B-Y=-100210, H-Q=-1222/0, B-X=0/599, H-S=0/834, C-X=-567/0, G-S= 793/0, C-W=0/287, G-T=0/462, E-W=-320/133, F- T=-561/0, E-V=-194/107, F-U=-88/213, L-N= 703/8, 1-0=0/965, J-O=-340/0, K-N=-65/209 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 fabricated per ANSI/fPI 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 designed 8) Right end 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 Customer No: 11045 Customer Name CENTEX HOMES ORLANDO Shop No 54904023, Contractor/ Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT8 T m ^ Job Truss Truss Type Qty Ply Centex-Orlando/2509 A,B,C/jsk/2-24-4 54904023 Ff9 FLOOR Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr L' ""' . 5.200 s Sep30 2003 MiTek Industries, Inc. Tue Feb 24 16:26:44 2004 Page 1 l Scale a 1:33. Us TL20 FP = 3x3 TL2011 R Ti Q79 1 Ell 1 1 1 1 1 1 1 Ell Ell_ Ell A Us TL20 FP= 3x3 TL2011 2066 20-6-8 LOADING (psf) SPACING 2-0-0 , CSI DEFIL in (loc) I/defl . Ud PLATES GRIP TCLL 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 n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03' Horz(TL) 0.00 S n/a n/a BCDL 5.0 CodeFBC2001/TPI2002 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, except 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) AJ=53/20-6-8, S=6/20-6-8, Al=146/20-6-8, AH=148/20-6-8, AG=144/20-6-8, AE=145/20-6-8, AD=147/20-6-8, AC=147/20-6-8, AB=147/20-6-8, AA=147/20-6-8, Z=147/20-6-8, Y=147/20-6-8, X=147/20-6-8, W=147/20-6-8, V=145/20-6-8, U=153/20-6-8, T=108/20-6-8 Max Horz AJ=4(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD AJ-AK=-48/0, AK-AL=-48/0, A-AL=-48/0, R-S=-1/0, A-B=-4/0, B-C= 4/0, C-D=-4/0, D-E=-4/0, E-F=-4/0, F-G=-4/0, G-H= 4/0, H-I=-4/0, I-J=-4/0, J-K=-4/0, K-L=-4/0, L-M=-4/0, M-N=-4/0, N-0=-4/0, 0-P=-4/0, P-Q--4/0, Q-R=-4/0 BOT CHORD AI-AJ=010, AH-AI=0/0; AG-AH=0/0, AF-AG=0/0, AE-AF=0/4, AD-AE=0/4, AC-AD=0/4, AB-AC=0/4, AA-AB=0/4, Z-AA=0/4, Y-Z=0/4, X-Y=0/4, W-X=0/4, V-W=0/4, U-V=0/4, T-U=0/4, S-T=0/4 WEBS B-AI=-132/0, C-AH=-134/0, D-AG=-133/0, E-AE=133/0, F-AD=-133/0, G-AC=-133/0, H-AB= 133/0, I-AA=-133/0, J-Z=-133/6, K-Y=-133/0, M-X=-133/0, N-W=-134/0, O-V=-132/0, P-U= 138/0, Q-T=-103/0 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. Strongbacks to be attached to walls'at their outer ends or restrained by other means. 7) CAUTION, Do not erect truss backwards. 8) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints p 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. 9) THA422: Right end may be attached to 2 or more ply top chord of 19" maximum depth flat truss girder with Simpson THA422 or equal. Follow Simpson instructions for installation. LOAD CASE(S) Standard r Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO. Shop No: 54904023 Contractor/Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT9 FJ I Jo l b Truss Truss Type Qly Ply Centex-Orlando/2509 A,B,C/jsk/2-24-4 54904023 FT10 FLOOR rr1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jef err 5.200 s Sep 30 2003 MiTek Industries, Inc. Tue Feb 24 16:26:38 2004 Page 1 4- 1A-_8 1 1f 00l0-1-8 4ale a 1:29.9 3x4 TL20- 5x4 TL20= 3x4 TL20= 3x3 TL20= 3x3 TL20= 30 TL20= . ' 3x3 TL20= 3x6 TL20 FP = 5x4 TL20= W 1 Y' V t R1 9 x T _ s R Q P 0 .; N M L 5x5 TL20= 3x4 TL20= 3x6 TL20 FP = 3x3 TL20= 30 TL20= 3x4 TL20= 5x5 TL20= 3x3 TL20= 7- 10-8 T- 6-0 L 4-0-0 6-6-0 7-9-0 9-0-0 11-6-0 14-0-0 16 6 0 18-0 0` Plate Offsets X Y : A:Ed e 0-1-8 J:0-1-8 Ede U:0-1-8 Ed `e - LOADING ( psf) SPACING 2-0-0 CSI DEFIL in `(loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.38 Vert(LL) -0.22 . 0 >979 360 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.81 Vert(TL) -0.34 N-O >620 240 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.07 K n/a n/a. BCDL 5.0 CodeFBC2001/TPI2002 (Matrix) Weight: 93lb' LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,, ezcep 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=969/0-8-0, K=969/0-3-8 FORCES ( lb)- Maximum Compression/Maximum Tension TOP CHORD U-V=-963/0, V-W= 963/0, A-W=-963/0, K-X=-963/0, X-Y=-963/0, J-Y=-963/0, A-B=-934/0, B-C=-2377/0, C-D=-3214/0, D-E= 3508/0, E-F=-3508/0, F- G=-3219/0, G-H=-2376/0, H-1=-2376/0, I-J=-934/0 BOT CHORD T-U=0/0, S-T=0/1803, R-S=0/2923, Q-R=0/2923, P-Q=0/3508, O-P=0/3508, N-0=0/3482, M-N=0/2924, L-M=0/1803, K-L=0/0 WEBS J-L=0/1270, A-T=0/1269, I-L=-1208/0, B-T=-1209/0, I-M=0/797, B-S=0/798; G-M=-762/0, C-S=-759/0, G-N=0/410, C-Q=0/475, F-N=-367/0, D-Q=-549/0, F- 0=-250/365, D-P_-113/161, E-o--134/68 NOTES ( 5) 1) Unbalanced floor live loads have been considered for this design: 2) All plates are 1.5x3 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 ANSVTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54904023 Contractor/ Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT10 Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54904023 Contractor/ Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT10 Job Truss Truss Type f Ply Centex-Orland0/2509 A,B,C/jsk/2-24-4, 54904023 FT11 FLOOR Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kee"r 5.200 s Sep 30 2003 MiTek Industries; Inc. Tue Feb 24 16 26:38 2004 Page 1 0-1-8 418f-' °1- ° 9-ri °.l° 910I i Scale = 1:29. 5x4 TL20- 1:5x3 TL20= _ - . , 1.50 TL20-1 - 1:5x3 TL20= 3x6 TL20 FP= 1.5x3 TL2011 _ 5x7 TL20= 1.5x3 TL20= A 8 C D E F Q H 1 J. X V Vr 3 1 Z W B1y U T' S R 0 P 0 N L K 2x3 TL2011 5x4 TL20= 1.5x3 TL2011 3x6 TL20 FP- 5x4 TL20= 1.5x3 TL2011 7-10 8 1 1 1 1-6-0 4-0-0 6-6-0 7-9-0 8-9-8 , 11-3-8 13-9-8 -, 15-2-0 ` 16-1-2„ 17-1-12 ; 17-1-12 Plate Offsets X Y : A:Ed a 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in `(loc) I/dell L/d 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 0.42 Horz(TL) 0.04 M n/a n/a BCDL' 5.0 CodeFBC2001/TPI2002. Matrix) Weight: 93lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2 TOP CHORD : Structural wood sheathing directly applied or 6-0-0 oc purlins,` excep 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 oc bracing: M-N,L-M REACTIONS (lb/size) V=812/0-8-0, M=1033/0-3-8 Max GravV=821(load case 2), M=1033(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD V-W= 815/0, W-X= 815/0, A-X=-815/0, K-Y=O/7, Y-Z=0/7, J-Z=0/7, A-B=-773/0, B-C=-1910/0, C-D=-2438/0, D-E=-2438/0, E-F:=:2515/0, F-6=-2515/0, G=H=-1897/0, H-1=-787/0, I-J=0/58 BOT CHORD U-V=-O/O, T-U=0/1487, S-T=0/2310, R-S=0/2515, Q-R=0/2515, P-0=0/2295, 0-P=0/1486, N-0=0/1486, M-N=-120/3, L-M=-123/0, K=L=0/0 WEBS 1-M=-1004/0, A-U=0/1050, I-N=0/1047, B-U=-993/0, H-N=-974/0, B-T=0/589, H-P=0/588, C-T=-557/0, G-P=-570/0, C-S=-6/278, G-Q=-19/486, E-S=-285/130, E-R=-173/64, F-Q=-167/0, I-L=-0/107, J-L=-100/0 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 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 bustomer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54904023 Contractor/Job: 2509 ABC AR Date Req:03/19/2004 Draw No:54904023FT11' 3x3 TL20 3x6 TL20 FP s _ 1-6-0 4-0-0 6-6-0 7-9-0 8-9-8 11-3-8 13-9-8 15-2-0 16-1-2 17-1 12 17-1-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.06 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 lncr YES W B 0.03 Horz(TL) 0.00 P n/a n/a BCDL 5.0 CodeFBC2001/TP12002 (Matrix) Weight; 75 lb LUMBER BRACING TOP CHORD 4 X 2 SYPr No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, excepBOTCHORD4X2SYPNo.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=147/11-1-12, Y=144/17-1-12, W=1 46/17-1 -1 2, V=147/17-1-12 U=147/17-1-12, T=147/17-1 12, S=146/17-1-12, R=151/17-1-12, Q-129/17-1-12 Max HorzAD=6(load case 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD AD-AE= 48/0, A-AE= 48/0, P-AF=-40/0, AF-AG=-40/0, O-AG=-40/0,'A-B=-6/0, B-C=-6/0, C-D=-6/0, D-E=-6/0, E-F=-6/0, F-G=-6/0, G-H=-6/0, H-I=-6/0, 1-J=-6/0, J-K=-6/0; K-L=-6/0, L-M=-6/0; M-N=-6/0, N-O=-6/0 BOT CHORD AC-AD=0/0, AB-AC=0/0; AA-AB=0/0, Z-AA=0/0, Y-Z=0/0, X-Y=O/0, W-X=0/6, V-W-0/6, U-V=0/6, T-U=6/6, S-T=0/6, R-S=0/6, Q-R=0/6, P Q=0/6 WEBS B-AC= 133/0, C-AB=-134/0, D=AA=-133/0, E-Z=-133/0, F-Y=-133/0, H-W=-133/0, I-V=-133/0, J-U=-133/0, K-T=-134/0, L-S=-133/0M-R=-137/0, N-Q=.120/0 NOTES ( 6) 1) All plates are 1.5x3 TL20 unless otherwise indicated. i 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) CAUTION, Do not erect truss backwards. s 1 8) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling;of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for "conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or " certificationofthetrussdesigner. d , LOAD CASE(S) Standard Customer No: 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54904023 Contractor/ Job: 2509 ABC FLR Date Req:03/19/2004 Draw. No:54904023FT12 Job Truss Truss Type Qty Ply Centex-Orlando/2509 A,B,C/jsk/2-24-4 l 54964023 FT6A FLOO * 1 1 Mid— Job Reference o tional Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr ,5.200 s Sep 30 2003 MiTek Industries,Inc. Tue Feb 24 16:26:42 2004 Page 1 A B 3x3TLM= C P 1 $ 1-7-8 Ti Scale = 1:7. f F G w1 W 1' BLt BL1 81 t E 3-6-0 9-0 SxO Tt2B= - ct3 B— I 3-9-0 LOADING (psf) SPACING 2-0-0 CSI DEFIL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.16 Vert(LL) ' ` n/a n/a,.999 TL20 245/193 TCDL 10.0 Lumber Increase 1.00 BC 0.11 Vert(TL) -0.03` D-E >999 240 BCLL 0.0 Rep Stress Incr, YES WB, 0.04 Horz(TL)` 0.00 D n/a n/a BCDL 5.0 CodeFBC2001/TP12002 (Matrix) Weight' 23 lb LUMBER BRACING TOP CHORD 4 X 2'SYR No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, excep BOT CHORD 4 X 2 SYP No.2 end verticals. WEBS 4 X2 SYP No.3 BOT CHORD,' Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) E=186/0-3-8, D=186/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD E-F= 64/0; A-F=-64/0, D-G 64/0,.C-G=-64/0, A-B -3/0, B-C=-3/0 BOT CHORD D-E=0/155.. WEBS B-E=-18410, B-D=-184/0 . NOTES (4) 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) 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., 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and. type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and I requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design 6 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 i f certification of the truss designer. I LOAD CASE(S) Standard i j I i Customer No 11045 Customer Name: CENTEX HOMES ORLANDO Shop No: 54904023 Contractor/Job: 2509 ABC FLR Date Req:03/19/2004 Draw No:54904023FT6A Universal Forest Products` , Re: 53906901 Centex Homes Orlando 2509 A Roof The truss drawing(s) referenced below have been prepared by Universal Forest Products, Inc. under my direct supervision. Pages or sheets covered by this seal include the following: 53906901 GE18 53906901 CJ3 53906901 GE15 53906901 CA 53906901 T16 53906901 G17 53906901 EJ7 53906901- HJ7 53906901 H1 53906901 H2 53906901 H3 53906901 H4 53906901 H5 53906901 H6 53906901 T7 53906901 H9 t 53906901 H10 i 53906901 H11 53906901 H12 53906901 H13 53906901 H14 53906901 CJ5 Loading (psf) TCLL 20 TCDL 10 BCLL 0 BCDL 10 i Wind: ASCE_7-98 per FBC2001; 110 mph; h = 25 ft; TCDL = 6.0 psf; BCDL = 6.0 psf;., s occupancy category Il; exposure B; enclosed My license, renewal date for the state of Florida is February 28, 2005 2/24/2004 John M. esley License# 5 86 The'seal on this'drawing indicates acceptance of professional engineering responsibility solely for.the truss components) listed and attached. The suitability and use of each component for any particular building is the responsibility of the building designer, per:ANSI/TPI-2002 Sec. 2. Eastem Division 5631 South NC 62 Burlington, NC 27215 '1'el: (336) 226-9356 fax: (336) 476-9116 Job Truss Truss Type Oty Ply Centex-Oriando/2509-Alsk/4 I 5 19-3 l Customer No.°11045'.Custorner Name CENTEX;HOMES ORLANDO. :Shop No Contractor/Job: 2509 EL A RF Date Re; 13 Draw No 53906901 GE18 s Job Truss Truss Type 53906901 GE15 R009JP Qty Ply Centex-Orlan o/2509-AfjSk/4-19-3 Job Reference (optional) - Universal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 5,000 s Feb- 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:37 2003 Page I 1-0-0 5-1-14 9-8-0 14-2-2 19-4-0 120-4-0 1-0-0 5-1-14 4-6-2 4-6-2 5-1-14, 1-0-0 Scale - 1:34., 3x6 2.3 11 H 2X3 11 2x3 11 20 11 J 5. DO r1-2 2X3 11 2x3 11 2x3 11 E 2x311 2X3 11 D M i ST 2x3 11 ST T M c STT T T T ST R N 0 EU1 R7136 = z y 3x5 20 11 W 11 2X3 11 2x3 11, 3x6 2X3 11 2x3 It 2X3 11 2x3 II 2x3 11 2X3 11 6-3- 4 9-8-0 19-4-0 6-3- 4 3-4-12 9-8-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/def] PLATES GRIP TCLL 20. 0 Plates Increase 1.25 TC 0.23 Vert(LL) 0.04 B-Z >999 TL20 245/193 TCDL 10. 0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.06 B-Z >999 BCLL 0. 0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 N n/a BCDL 10. 0 Code FBC2001 Matrix) 1st LC LL Min I/def I - 240 Weight: 100 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/ Size) N=212/13-0-12,B-308/0-8;0,V-160/13-0-12,W--190/13-0-12,X=572/13-0-12,T=83/13-0-12,S-106/13-0-12,fi-126/13-0-12, 0-14/ 13-0-12, P-295/13-0-12, Max. Horz X-1 11 (load case 4) Max UpliftN-- 90(load case 5), B-146(load case 4), V--32(load case 4), W--190(load case 1), X--248(load case 4), S--66(load case 5), R--54( load case 5), Q-17(load case 5), P--1 19(load case 5) Max Grav N-214oad case 1), B-308(load case 1), V=1 60(load case 1), W-70(load case 4), X=572(load case 6), T-86(load case 7), S-1 07(load case 7), R=1 26(load case 1), Q=1 4(load case 7), P=295(load case 7). FORCES (lb) - First Load Case Only TOP CHORD A-B-22,B-C--I19,C-D--57,D-E--37,E-F--116,F-G--67,G-H--67,H-I--66,1-J--77,J-K--76,,K-L=-69,L-M--94,M-N--102,N-0-21 BOT CHORD B-Z-56.Y-Z=56,X-Y-56,W-X-0,V-W-O,.U-V-0,T-U-56,S-T-56,R-S-56,Q-R-56,P-Q-56,N-P=56 WEBS G- V--72, F-W-39, E-X--285, D-Y--28, C-Z--54, I-T--52, J-S--82, K-Flm-90, L-Q--23, M-P--204 NOTES (7), 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.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) Truss designed for wind loads In the plane of the truss only. 4) Gable studs spaced at 1-4-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint N, 146 lb uplift at joint B, 32 lb uplift at joint V, 190 lb uplift at joint W, 248 lb uplift at joint X, 56 lb uplift at joint S, 54-lb uplift at joint R, 17 lb uplift at joint 0 and 119 lb uplift at joint P. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) N. 7) Truss shall be fabricated per ANSIfTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of Individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no 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":' A'11 045'CustoMe'r':! A4 1 Contractor/Job.:- 250.9,ELARF1. EX-HO AN' D0 -R- FIL Sho'P No Job Truss Truss Type Qty Ply Centex-O I; sao I;', 53906901 Ti6 I 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:37 2003 Page 1 1-0-0 6-5-6 9-8-0 12-10-10 19-4-0 20-4-0 1-0-0 6-5-6 3.2-10 3-2-10 6-5-6 1-0-0 Scale - 134. 5x4=' D 20 ,N 205:00 12 c E l w B F o a 0 3x5 = H 3x5 = .. 5x8 = 9-8-0 19-4-0" r 9-8-0 9-8-0 Plate Offsets X Y : H:0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0,35 Vert(LL) 0.08 B-H >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.50 Vert(TL) -0.23 B-H >986 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.03 F n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC ILL Min I/deft = 240 Weight: 81 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-0-4 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) F=830/0-3-8, B=830/0-3-8 Max Horz Bm110(load case 4) Max UpliftF=-270(load case 5), B=-270(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-C--1379, C-D--1072, D-E=-1072, E-F=-1379, F-G-22. BOT CHORD B-H-1221, F-H=1221 WEBS C-H=-366, D-H-690; E-H=-366 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=25ft; TCDL=6.0psf; BCDL=6.Opsf; occupancy category II; exposure B', enclosed;MWFRS gable end zone;_ cantilever left and right -exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 270 lb uplift at joint F and 270 lb uplift at joint B: 4) Truss shall be fabricated per ANSIIrPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for. conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the,truss designer. LOAD CASE(S) Standard sk/4-19-3 Customer No: 1 Contractor/Job: Job Truss. Truss Typ " " 53906901 G17 COMMON TIY;y Job Reference o tionalUniversalForestProducts,lnc., Burlington, NC27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc.` Wed Apr 2308:33:38 2003 Page 1 7-0:12 9-8-0 12-3-4 19-4-0= 20-4-0 7-0-12 2-7-4 2-7-4 7-0-12 1-0-0 Scale - 1:32. 5x4 = D 3x4 - - 3x45.00 12 E C3x4i13x4B2W"F W4 W4 Bi Hla5x75x73x6117x6 = Bz8 = 7x6 = 3x6 II 7-0-12 9-8-0 12-3-4 19-4-07-0-12 2-7-4 2-7-4 7-0-12: Plate Offsets X Y : A:0-3-60-0-0 F:0-0-0 0-0-0 , G:0-3-6,0-0-0 1:0=0-00-0-0 J:0-3-00-4=4 , L:0-3-00-4- 4LOADINGpsf) SPACING '2-0-0 CSI ' DEFL in (loc) I/defl PLATESGRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0,17 K. >999 TL20 245/193 TCDL 10.0 ` Lumber Increase 1.25 BC, 0.98 Vert(TL) -0,26 K-L >869 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.06 G n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 240' Weight;" 381 Ib LUMBER BRACING TOP CHORD 2.X 4 SYP No.2 TOPCHORD Sheathed or 5-7-11 oc purlins. BOT CHORD'2 X 8 SYP No.2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) A=7819/0-3-8, Gm5556/0-3-8 Max Horz A=-126(load case 5) Max UpliftA--2536(load case 5), G=-1895(load case 5) FORCES (lb) - First Load Case Only TOPCHORD A-Bm-15883, B-C=-13343, C-D=-10827, D-E=-10823, E-Fa-13530, F-G=-13257, G-H=29 BOTCHORD A-M=14702, L-M=14702, K-L=12296,J-K=12462, 1-J=12249, G-1-12249 WEBS C-L=3367, D-K=7962, E-J=3643, C-K=-3380; E-K=-3624, B-M=1928, B-L=-2751, F-1=571, F-J=244 NOTES (7) 1) Special hanger(s) or connection(s) required to support concentrated Ioad(s) 3053.01b down and 1049.51b up at 12-3-4 on bottom chord. Design for unspecified connections) is delegated to the building designer. 2) 3-ply truss to be connected together with 10d Common(.148"x3") 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,8 - 4 rows at 0-4-0 oc. Webs connected as follows: 2 X 4 -'1 row at 0-9-0 oc, Special hanger(s) or connection(s) required to support concentrated load(s) 3053.01b down and 1049.51b up at' 12-3-4 on bottom chord. Design for unspecified cobnection(s) is delegated to the building designer. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-98 per FBC2001; 11Omph; 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;Lumber DOL=1.60 plate grip DOL=1.33. 5) Provide mechanical connection (by others) of truss to bearing plate capable of, withstanding 2536 Ib uplift at joint A and 1895 Ib uplift at joint G. 6) Special hangers) or connection(s) required to support concentrated,Ioad(s) 3053.Olb down and 1049.51b up at 12-3-4 on bottom chord. Design for unspecified connections) 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 centeredatjointsunless: otherwise noted. Provide bracing where indicated and within 4"' of interior joints. Bracing indicated on this sheet is toreduce 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 aspecificbuilding. Any references to job names'and locations are for administrativepurposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard1) Regular: Lumber Increasea1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: A-J=-740.0, G-J=-20.0, A-D=-60.0, D-H=-60.0 Concentrated Loads (lb) Vert: J=-3053.0 Centex-Orlando/2509-Arsk/4-19,-3 l I istomer No, 11045 Customer:NEt ' ei-CENTEX'HOMES ".ORLANDO.: Shop NG:I Job Truss 5390690,1 IEJ7 Burlington, NC 27215, 3x4 = 7 1 Job Reference 5.000 s Feb 20 2003 MiTek Industries, Inc 6-11-4 Page Scale - 1:15.: LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.21 Vert(TL) 0.17 A >80 BCLL 0.0 Rep Stress Incr YES, WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl — 240 Weight: 23 lb . LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 ` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C-198/Mechanical, B=346/0-3-8, D-68/Mechanical Max Horz B-159(load case 5) Max UpliftC--165(load case 5), B=775(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-Ca62 BOT CHORD B-D=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11Omph; ha25ft; TCDL=6.Opsf; BCDL=6.Opsf;.occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOLm1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 lb uplift at joint C and 75 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer, No: 11045 Customer. I Contractor/Job 2509 EL.A RF JTEX;,H0M.1= RLANDO Shop No 3 Draw_ No 53906901 EJ7 rl_,: "; Y _ Job Truss TrussT e i Qty`, Ply Centex-Orlando/2509-Afsk/4-is-3 I 53906901 HJ7 E DJACK TRUSS 3 1 Job Reference (optional). Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20.2003 MiTek Industries, Inc. Wed Apr 23 08:33:38,2003 Page 1 1-6-8 5-8-3 9-1 0-1 1-6-8 5-8-3 4-1-13 Scale - 1:18: D 3.54 FF2 3x4 C T1 W2 w1 e 91 3x4 = _ O F E 2x3 II 2x3 5-873 9-9-4 9-1P.1 5-8-3 4-1-1 O=0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) 0.03 F-G >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.40 Vert(TL) -0.06 F-G >999 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 E n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min 1/deft = 240 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2,X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=435/0-3-8, E=408/Mechanical, D=222/Mechanical Max Horz B-193(load case 4) Max UpliftB=-242(load case 2), E--64(load case 3), D=-179(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B-24, B-C--858, C-D-46 BOT CHORD B-G=800, F-13=800, E-F=0 WEBS C-G-169, C-F--877 NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-2`5ft; TCDL'-6.Opsf; BCDL=6.0psf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 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 at joint D. 3) Truss shall be fabricated per ANSI/TPI 1795 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 i 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 i administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard i 1) Regular: Lumber Increase-1.25, Plate Increase-1.250UniformLoads (plf) Vert: A-B=-60.0 Trapezoidal Loads (plf) i i I Vert: B-0.0-to-E=-49.5, B=-2.2-to-D=-148.5 Customer'No 1:1045Customer NmeCENT:EHOMESORLANDNo.Contractor/Job2509 EL A ,RF Date`Req;*- 003 Draw No.53906901 HJ7 f 9-3JobTrussTrussT .Pe Oty I Ply Centex- Orlando/2509-A/jsk/4-1 Customer°No: 11045 Customer Name: CENTEX`HQMES-:-ORLANDO Shop No < g Contractor/Job 2509,,EL A'RF Date; Regi 3' Draw No 5390690TH1 r j b Truss Truss Type QtY Ply Centex-Orlando/2509-,Avfj k/4-1'9-3 906901 H2 MONO HIP Job Reference (optional) Universal Forest Products,Inc., BurlingW#MC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:39 2003 Page *1 0-? 5-8-14 9-0-0 15-9-14 22-6-0 29-2-2 36-0-0 1-0-0 5-8-14 3-3-2 6-9-14 6-8-2 6-8-2 6-9-14 Scale = 1:62.1 W 3x6 = 5X8 = 3x6 = 5X5 5.00 12 D E F O H 2x3 G Wl W2 W1 W2 W1, W2 W1 W2 IV 3 13 82 3x7 = 0 N M L K i 3x6 3x8 = 34 = 3x6 = 3x6 = 3X6 = 26 11 5-8-14 9-1-12 15-9-14 22-6-0 29-2-2 36-0-0 5-8-14 3-4-14 6-8-2 6-8-2 6-8-2 6-9-14 Plate Offsets (X,Y): [D:0-5-4,0-2-81, [F:0-4-0,0-3-01 LOADING (psf) SPACING 2-0-0 GSI DEFL in (loc) I/defl PLATES GRIP 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) 0.30 L-M >999 TL20 245/193TCLL TCDL. 10.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.51 L-M >848 BCLL 0.0 Rep Stress Incr NO WB 0.80 Horz(TL) 0.11 1 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/def I - 240 Weight: 185 lb LUMBER BRACING TOP CHORD ZX 4 SYP No.2 TOP CHORD Sheathed or 3-0-14 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-10-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1498/0-3-8, 1-1427/Mechanical Max Horz B=220(load case 3) Max UpliftB--431 (load case 2), 6-483((oad case 3) FORCES (lb)'- First Load Case Only TOP CHORD A-B-22,B-C--3062,C-D--2815.D-E=-3374,E-F--3210,F-G--3210,G-H--2114,H-I--1354 BOT CHORD , B-0-2766, N-0-2580, M-N-2580, L-M=3374, K-L-2114, J-K-2114, I-J669 WEBS D-0-314, C-0-238, E-M--324, F-L--391, G-J-1037, D-M-908, E-L--188, G-L-1260, H-J-2352 NOTES (4-5) 1) Wind: ASCE 7-98 per FBC2001; 11 Omph; 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;Lumber 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 431 lb ul5iift at joint B and 483 lb uplift at joint I. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not pail of the review or certification of the truss designer. 5) 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. LOAD CASE(S) Standard lio ustomer. No:41.11 045,Cdtt6m&,tN'ame,:i"C'E'NTE,XH OME I- I - .. . --- -_ _ _ -11'1- - , Shop No Job russ FH3 Truss Type OtyPlyCentex-Orlando/2509-A/jsk/4-19 Fi 3 Customer. No: 11045. Customer: Name., CEN -EX HOMES .ORLANDO: - Sh'O No `+C)1 Job Truss Truss Type Oty Ply Centex-Orlando/2509-Arsk/4-19-3 53906901 H4 ROOF TRUSS 1 1 Job Reference (optional) Universal Forest'Products;lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:40 2003 Page 1 1-0-Q 6-5-3 13-0-0 23-0-0 29-6-13 36-0-0 i 1-0-0 6-5-3 6-6-13 10-0-0 6-6-13 6-5-3 Scale - 1:61. 5x6 = 5x6 = 2x3 11 D E F 5.00 12. 2x3 2x3 C w w 3 Q o u 4 w H 9 A - to 30 = - - M L K J I - 3x7 = 3x6•= 3x6 = -- 3x6 =. 3x6 = 3x6 = 9-3-14 18-0-0 26-8-2 , _ 36-0-0 r i 9-3-1 4 - 8-8-2 8-8-2 9-3-14 Plate Offsets X Y : D:0-3-0 0-2-4 F:0-3-0.0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.18 K >999 TL20 2451/193 TCDL 10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.39 K-M >999 BCLL 0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.13 H n/a BCDL 10:0 Code FBC2001 Matrix) 1st LOLL Min I/deft - 240 Weight:.171 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.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 7-8-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) H-1427/Mechanical, B-1498/0-3-8 Max Horz B-149(load case 4) Max UpliftH--319(load case 5), B--389(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B-22, B-Ce-3071, C-Dm-2769, F-G--2776, G-Ha-3081, D-E--2365, E-Fa-2365 BOT CHORD B-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-Ia560, G-6-400, E-K--252, D-K-284, F-KQ280 . NOTES (5-6) i 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=25ft; TCDL=6.Opsf; BCDL-6.Opsf; occupancy category Il;.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. H i 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 319 lb uplift at jointand 389 lb uplift at joint B. 5) Truss shall be fabricated per ANSI/T'P1 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 sheetls'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. 6) H28R: Right end maybe 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 Customer' No 1:10.45CustomerkName:: CENTEX HOMESS ORLANDO ';: Shop 'N Contractor/Job 2509 fL A`RF Date: Req_ s Draw No:5390690,1 4 Job Truss Truss Type Qty Ply Centex-Orlando/2509-Afjsk/4-19-3 53906901 H5 ROOF TRUSS 1 1 Job Reference (optional) Universal Forest Productsdric., Burli 215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc, Wed Apr 23 08:33:41 2003 Page 1 1 0 6-5-3 . 11-10-14 15-0-0 21-0-0 24-1-2 29-6-13 36-0-0 1-0-0 6-5-3 5-5-10 3-1-2 6-0-0 3-1.2 5-5-10 6-5-3 Scale - 1:61.19 5.00 12 5x6 5x6 = E F 5 x 8 5x8 C D M 2x3 C w W2- W2 3 H - n 4 w I 6 oA fo 30 =. N - M L K J 3x7 = 3x6 = 3x8= - 5x10 = 3x8 = 3x6 9-3-14 18-0-0 26-8-2 36-0-0 9-3-14 8-8-2 8-8-2 9-3-14 Plate Offsets X Y : D:0-4-0 0-3-0 E:0-3-0 0'-2-4 , F:0-3-0 0-2-4 G:0-4-0 0=3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) -0.17 L >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.38 I-J >999 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.13 1 n/a BCDL 10.0 Code. FBC2001 Matrix) 1st LC LL Min I/deft = 240 Weight: 183 Ib LUMBER BRACING 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 8=168(load case 4) j Max UpliftB=-413(I6ad case 4), I--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-I--3073, E-F=-2021 BOT CHORD B-N-2768,. M-N-2265, L-M=2265, K-L-2268, J-K-2268, 1-J-2779 WEBS C-N--371, D-N=496, G-J-504, H-J--377, E-L-505, F-L=504, G-L--596, D-L--593 NOTES (5-6) 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=6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. I 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint B and 343 lb uplift at joint I. . 5) Truss shall be fabricated per'ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to'a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 6) 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. i i I LOAD CASE(S) Standard. Customer No. 1.1045 Customer Name_:, CENTEX: HOMES,,. -OR LANDOShop No; -- _ _ -1 iContractor/ Job. 2509;EL A RF Date' Req C )3 Draw No5390,6901 N5 Job Truss Truss Type Qty Ply Centex- Oriandol2509-Afj sW4-13-3 i Customer No: 11045:.Custom Contractor/Job 2509 EL`.A R E ti Job Truss Trusg _ype Qty Ply Centex-Orlando/2509-Afjsk/4-119-3 53906901 T7 ROOF TRUSS 1 1 Job Reference (optional)- Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:42 2003 Page 1 6-5-3 11-10-14 18-0-0 24-1-2 29-6-13 36-0-0 1-0-0 6-5-3 5-5-10 6-1-2 6-1-2 5-5-10 6-5-3 scale - 1;60. 5x6 5.00 r12 . E 5x8 5x8 C D F 20 20- c w W2 W2 - 3 G I 4 W H B i oA - io 3x7 = M L K J I 30 = 3x6 = 3x8 = 3x8 = 3x8 = 3x6 = 9-3-14 , 18 0-0 26-8-2 36-0-0 9-3-14 8-8-2 8-8-2 9-3-14 Plate Offsets X Y : D:0-4-0 0-3-0 , F:0-4-0 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) 0.18 K >999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.39 H-1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0A3 H n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 240 Weight: 174 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B-1498/0-3-8, H=1427/Mechanical Max Horz B-195(load case 4) Max UpliftB--444(load case 4), He-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--3066 BOT CHORD B-M-2760, L-M-2281, K-La2281, J-Ka2284, I-J=2284, H-1-2772 i WEBS C-M=-3491 D-M-481; D-K--704, E-K-1052, F-Ka-708, F-1-489, G-6-355 NOTES (4-5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; ha25ft; 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 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. 4) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. 5) 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: LOAD CASE(S) Standard Customer_No. 11045 Customer Name: CENTER-H""-091LAND0_ Shop N.o r Contractor/Job :2509'EL A'RF ?Date,.Req ,«,,,- Draw,No:53906901„ a Job Truss Truss Type Qty Ply Centex -Orlando/2509-A/jsk/4-19-3 53906961 T8 ROOF TRUSS 1 1 Job Reference (optional) Universal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Thu May 01 15:31:56 2003 Page 1 0-0-0 6-5-3 11-10-14 , 18-0-0 24-1-2 , 29-6-13 , 36-0-0 $7-0-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 = 1:60. 5x6 = 5.00 12 E 5x8 5x8 zz D F Wl 2x3 2x3 i C W W2 W2 3 G 4 W 0 0 3x7 = N M L K J 3x7 = 3x6 = 3x8 = 3x8 = 3x8 = 3x6 =. 9-3-14 18-0-0 26-8-2 36-0-0 9-3-14 8-8-2 8-8-2 9-3-14 Plate Offsets X Y : D:0-4-0,0-3-0 , F:0-4-0,0-3-0 LOADING (psf) SPACING 2-070 CSI DEFL in (loc) I/deft PLATES GRIP T,C,LL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.18 L >999 TL20 245/193 TCDL'.. 10.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.38 L-N >999 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.13 H n/a BCDL 10.0 Code FBC2001 Matrix)„ 1st LC LL Min I/defl = 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 6-11-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1497/0-3-8, H=1497/0-3-8 Max Horz B=-187(load case 5) Max UpliftB=-444(load case 4), H=-444(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A-B=22, B-C=-3053,'C-D=-2770, D-E=-19411 E-F=-1941, F-G=-2770, G-H=-3053, H-1=22. BOT CHORD B-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=481, G-J=-349 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; 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 mechanical connection (by others) of ktruss 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/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 doesinotreplaceerectionandpermanentbracingrequiredfortheoverallbuildingdesign. Building Designer shall verify all design information on this sheet for conformance With conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No. 1, 045 Custol Contractor/Job:'2509EL.A1 Shoe Job Truss Truss Type Qty Ply Cen tex-Orlando/2509-A/jsk/4-19-3 Customer. N,o 11.045 Customer Name CENTEX HOMES_ ORLANDO .ShopContractor/Job 2509,EL A RF Date Req l 3 'Draw No.5390690 No:i Job Truss Truss Type Qty Ply Centex- Orlando/2509-Alsk/4-17-3 Job Reference I i Customer No 11045 Customer Name CENTER HOMES__O.RLANDO . Shop Nd__ _ Contractor/Job 2509 EL A RF DateAei ___-__ i Dr„aw No.53906901 H10 1 Job Reference (optional) Universal Forest Products,inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:44 2003 Page 1 C Z!;Pi LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP LUMBER BRACING BOTCHORD 2 X 4 SYP No.2 BOTCHORD Rigid ceiling directly applied or 7-9-8 oc bracing. REACTIONS (lb/size) B=1497/0-3-8,H=1497/0-3-8 FORCES (lb) - First Load Case Only NOTES (5) 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-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed end vertical left and right exposed;Lumber DOL-1,60 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 389 lb uplift at joint B and 389 lb uplift at joint H. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints, Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any refere I nces 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 raw *539069m,Hi'17 Job Truss Truss Type Qty Ply Centex-Orland0/2509-Af sk/4-1 9 3 Customer No:11 Contractor/,Job.-'_ Job Truss Truss, Type Qty Ply Centex -Orlando /2509 A/Isk/4 1s 3 53906901 H13 HI 1 1 Job Reference (optional) Universal Forest Pmducts,Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:45 2003 Page 1 1 0 p 5-9-1 1 9-0-0 15-0-0 21-0-0 27-0-0 30-2-15 36-0-0 $7-0-p 1-0-0 5-9-1 3-2-15 6-0-0 6-0-0 6-0-0 3-2-15 5-9-1 .` 1-0-0 Scale - 5x6 = 3x6 = 5z8 = 5x6 = 5.00 12 D E F O 2x3 2x3 C H WB w1 2 w 1 4 w < A 9 I J 117d 3x7 = O N M L K 3x7 = 3x8 = 3x10 M1118H= 3x6 = 3x10 M1116H= 3x6 = 9-1-12 18-0-0 26-10-4 36-0-0 9-1-1.2 8-10-4 6-10-4 9;1-12 . Plate Offsets X Y: D:0-3-0 0-2-4 F:0-4-0 0-3-0 G:0-3-0 0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.28 M>999 TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.80 Vert(TL) -0.52 K-M >826 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL). 0.15 1 n/a BCDL 10.0 Code FBC2091 Matrix) 1st LC LL Min I/defl = 240 Weight: 169 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-3-7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-6-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1497/0-3-8, 1=149710-3-8 Max Harz B=-104(load case 5) Max Uplift B=-413(load case 2), I=-413(load case 3) FORCES (lb) -First Load Case Only TOP CHORD: . A-B-22, B-C--3067, C-D=-2813, D-E=-2592, E-F=-3350, F-G--2592, G-H=-2813, H-1=-3067, I-J=22 BOT CHORD' B-0=2771, N-0=3284, M N=3284, L-Mm3284, K-L=3284, 1-K-2771 WEBS D-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-6.Opsf; occupancy category 11; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL-1.60 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) All plates are TL20 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss'to bearing plate capable of withstanding 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 atJoints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design, Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative. purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard - 1 Customer_No: 11045;Custo,mer Name: CENTEX,HOMES` ORLANDO Shop No 53! Contractor/Job:- 2509 EL.A RF '_Date'Re'% `003 Draw No:53906901 H13 Ply Centex-Orlando/2509-Afjsk/4-19-3JobTrussTrussTypeQty 53906901 H14 HIS- F Customer No::11045 Customer Name ' CENTEX HOnnFc- ^RLANDO, Shop No:- tom, Contractor./Job: 2509.,EL' A'RF Date Req:O , =Draw No, 53906901 H14 Job Truss Truss Type Qty Ply 3x4 = 53906901 V01 ROOF TRUSS 1 1 Job Reference (optional) Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 2003 MiTek Industrie , Inc. Thu May 01 15:31:54 2003 Page 1 B 1-10-2 2-4-10 1-10-2 0-6-8 Scale = 1:4. 5.00 12 A T T2 N 10O B1 a 4 0 2-4-10 3x4 % 2-4-10 3x4 = { Plate Offsets X,Y : B:0-2-0,Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.01 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.01 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 240 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-4-10 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) A=41/2-4-10, C=47/2-4-10 Max Horz A=-1 4(load case 5) Max UpliftA=-12(load case 4), C= 13(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=-23, B-C=-37 BOT CHORD A-C=12 NOTES (5) 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-98 per FBC2001; 11 Omph; 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) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint A and 13 lb uplift at joint C. 5) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements: Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no 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 Centex Orlando/2509-A/'sk/4-19-3 a Customer No: 11045 Custorr Contractor/Job: 2509 ELA A F': LANDO;<< ':Shop=_No::'r---- Draw=No53906901-Vbi Job Truss Truss Type, Qty Ply Centex Orlando/25097 A/jsk/4-19-3 I s 6 Customer, Name .-CENTER HOMES ORLANDO, Shop.No.,.- 09 EL':A RF 'Date,;Req; "" - Draw No:53906901 u1—.T— ' Customer No: 1,1 Comm tor/Job.:. Job Truss Truss Type 53906901 V03 ROOF TRUSS Universal Forest Products,lnc., Burlington, NC 27215, Je Qty Ply Centex-Orlando/2509-A/jsk/4;19-3 1 1 Job Reference (optional) 5.000 s Feb 20 2003 MiTek Industries, Inc. Thu May 01 15:31:55 2003 Page 1 a a0 5-10-2 64110 5-10-2 0-6-8 5x4 = Scale = 1:14. 3x4 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 YES BCDL 10.0 Code FBC2001 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.? WEBS 2 X 4 SYP No.3 7 6-4-10 6-4-10 CSI DEFL in loc) I/defl PLATES GRIP TC 0.36 Vert(LL) n/a n/a TL20 245/193 BC 0.15 Vert(TL) n/a n/a WB 0.03 Horz(TL) -0.00 D n/a Matrix) 1st LC LL Min I/defl = 240 Weight: 24 lb BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) A=222/6-4-10, D=222/6-4-10 Max Horz A=1 09(load case 3) Max UpliftA=-66(load case 4), D=-78(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-B=-79, B-C=-41 C-D=-12 BOT CHORD A-D=28 WEBS B-D=-157 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; h=25ft; TCDL=6.Opsf; BCDL=6.Opsf; occupancy category ll; 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) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint A and 78 lb uplift at joint D. 5) Truss shall be fabricated per ANSI/fPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibility for the correctness or accuracy of the design information as it may relate to a:specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer No 1-.1045 Customer, Name CENTEX; HOMES "°ORLANDO>> : Shop, No:] Contractor/Job: 2509 EL A RF Date Re (_ Draw No 53906901V03 , Ply Centex-Orlando/2509-A/jsk/4-19-3 iJobTrussTrussType 53906901 VO4 ROOF TRUSS Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 1 1 1 5.000 s Feb 20 200, 7-10-2 7-10-2 Job. Reference ( ek Industries, Inc. 8-4-10 0-6-8 5x4 = 2x3 II c D 3x4, 5 2x3 11 3x4 = 8-4-10 age t Scale = 1:17. Z 8-4-10 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/dell PLATES GRIP TCLL 20.0 ' Plates Increase . 1.25 TC 0.18 Vert(LL) n/a n/a TL20 245/19" TCDL 10.0 Lumber Increase 1.25 BC 0.07 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr, YES WB 0.05 Horz(TL) -0.00 E n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min l/deft = 240 Weight: 35 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10=0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) A=88/8-4-10, E=148/8-4-10, F=368/8-4-10 Max Horz A=155(load case 3) Max UpliftE=-42(load case 4), F=-161(load case 4) FORCES (lb) First Load Case Only TOP CHORD A-B=34, B-C=-70, C-D=-4, D-E=-12 BOT CHORD A-F=13, E-F=13 WEBS B-F=-271, C-E=-102 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 11Omph; 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) Gable requires continuous bottom chord bearing. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint E and 161 lb uplift at joint F. 5) Truss shall be fabricated per ANSIlTPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard Customer'No.::;110, i Contractor/Job:-2 I Cui tourer Name. EL'A RF TM C ENTEXHOMES „ORLANDO Shop_I ate Req Y 3 Draw No 539069 s I, r G.-va/JVVJVT.-- i IV04 f i Job Truss i 53906901 CJ5 TRUSS aty I Ply 6 1 ando/2509-Alsk/4-19-3 `— 1 I I I Job Reference (optional) s Feb 20 2003 MiTek Industries, Inc. Wed Apr 23 08:33:45 i 3x4= 4-10-15 4-111r11 4110-15 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.05 A >263 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL . 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 240 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. . REACTIONS (lb/size) C-135/Mechanical, B-268/0-3-8, D=48/Mechanical Max Horz B=115(load case 5) Max UpliftC--116(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=O. NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11Omph; 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. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint C and 77 lb uplift at joint B, . 3) Truss shall be fabricated per ANSI/TPI 1-95 quality requirements. Plates shall be of size and type shown and centered at joints unless otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overall building design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. The truss designer accepts no responsibilit) for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations. are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard pORLANDOiShopN0:,5____ Draw No •5r3906901 CJ5 Job Truss, Truss Type Qty F 53906901 CJ3 ROOF SS 6 1 Universal Forest Products, Inc., Burlington, NC 27215, Jeff Kerr 5.000 s Feb 20 200: Inc. 46 2003 Scale - 1 3 _ 2-10-15 2-10-15 2-11i11 0-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.08 Vert(LL) n/a n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.01 A >999 BOLL. 0.0 Rep Stress incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code. FBC2001 Matrix) 1 st LC LL Min I/deft = 240 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 2-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=69/Mechanical, B=194/0-3-8, D-28/Mechanical Max Horz B-73(load case 5) Max UpliftC--66(load case 5),.B 84(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-13=22, B-C-21 BOT CHORD B-D=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11Omph; h-25ft; TCDL-6.0psf; BCDL=6.Opsf; occupancy category II; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL-1.33. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at joint.0 and 84 lb uplift at joint B. 3) Truss shall be fabricated per ANSI/1-PI 1-95 quality requirements. Plates shall be of size and type shown and -centered at joints unless. otherwise noted. Provide bracing where indicated and within 4" of interior joints. Bracing indicated on this sheet is to reduce buckling of individual members only and does not replace erection and permanent bracing required for the overallbuilding design. Building Designer shall verify all design information on this sheet for conformance with conditions and requirements of the specific building and.governing codes and ordinances. The truss designer accepts no responsibilitl for the correctness or accuracy of the design information as it may relate to a specific building. Any references to job names and locations are for administrative purposes only and are not part of the review or certification of the truss designer. LOAD CASE(S) Standard c; ustomerV0 11045 Customer Name CENTER, HOMES ORLAN DO Shop No x Contractor/ Job 2509 EL A RF a r Date Req h_003 Draw No 53906901,CJ377- Job Truss Truss Type Qty Ply 53906901 CJ1 ROOF llftbp 6 1 Universal Forest Products,lnc., Burlington, NC 27215, Jeff Kerr 5;000 s Feb 20 2003 tt A Job Reference k/4-1 S-3 ' 23 08:33:46 2003 Page 1 Scale -1:4. l 0-10-15 0-,11-11 6-10-15 0.-0-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP i TCLL 20.0 Plates Increase 1.25 TC 0.06 Vert(LL) n/a - n/a TL20 245/193 TCDL 10.0 Lumber Increase 1.25 ` BC 0.00 Vert(TL) ' 0.00 A >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl - 240 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or0-11-11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) Ba133/0-3-8, E-9/Mechanical, C=0/Mechanical Max Horz B-41(load case 4) Max UpliftB 102(load case 4),_C=-27(load case 5) Max Grav B=133(load case 1), E-9(load case 1), C=29(load case 4) 9 I FORCES (lb) - First Load Case Only TOP CHORD A-B@21, B-C=-26, C-131==4 BOT CHORD B-E=O NOTES (3) 1) Wind: ASCE 7-98 per FBC2001; 11 Omph; h-25ft; TCDLe6.Opsf; BCDL=6.Opsf; occupancy category ll; exposure B; enclosed;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumbet 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 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 o ST,aOMMAC c DEW S yl 9 NAILS • TOP k BQQ41L /, s iae"iwFs a EACAA x inure To aoTrw worm As Posv SrRorasAa6 SPACED AT W-V (MAX) ARE MUn TO YANTAM CERTAIN ME a-es STROWQ8Aam ARE REOOYIEHOW TO If. C1) o m n N fM1. O Y N Q u C_,i O ` PLANS REVIEWED CITY OF SANFORD uj zcr- N cr W O m o O o O NCL. Z U ma cD' Q tzLjg v J N 0 0 IL s oa w+ er: rws CHEp(ED BY; ORAWWG Ij" ER 0 6 q, m V 0 S& C'n S 0 N V) ud 1w H Z HANGER LEGEND TYPE DESCRIPTION i I HUS ?B 1 MEDIUM DUTY - Row 0 0 CC U 0 C 0 0. Q O g LC) DRAWN BY: MN CHECKED BY: U i o i i L tv 9 Q14 I o2S RAL,3. At 6 o O z Um U 0'^ V{' w w o O U Q XXW X O U I Oj L1J X WLi pry Co Lj El f U b Rating z o m tii Must have a minimum clearance"of 4 Inches' around the air handler per. the State Energy code. At( duct has -an r=6 insulation value. m O _j Ui 0 CONCRETE OR CAULK BETWEEN B.W. 1-1/4' MIN. BUCK & (BUCK WIDTH) EMBEDMENT ONE BY WOOD .. WQOD BUCK BY OTHERS ' MASONRY OPENING MAS'Y- OPENING INSTALLATION ANCHOR . BY OTHERS, BY OTHERS 3/16' DIP- TAPCON DONEBYWOOD BUCK BY OTHER$ _ CAULK BETWEEN WINDOW/ FLANGE STUCCO BY L WOOD BUCK. , HERS MIN. SHIM AS.RED'D- v: c EMBEDMENT 1/4' MAX. RIGID VINYL (SEE NOTES) GLAZING BEAD I INSTALLATION ANCHOR - ( T.YP:) 3/16' DIA. TAPCON STUCCO - I _ BY OTHERS SHIM AS REO'D. I/4' MAX. GLASS PERIMETER ( SEE NOTES) . (TYP.XSEE NOTES) ' CAULK BY OTHERS FLANGE TYPE FLANGE TYPE WINDOW, FRAME I WINDOW FRAME - JAMB CAULK BETWEEN HEADER WINDOW FLANGE P RIGID VINYL - WOOD PERIMETER . BUCK CAULK GLAZING BEAD BY OTHERS Will (TYP.) GLASS fWIDOW (TYP_) (SEE NOTES) W- W WIND w WIDTH) HEIGHn I B. H. BUCK CAULK ,BETWEEN HEIGHT) WOOD BUCK 9; CAULK BETWEEN WINDOW MAS'Y.'.OPENING FLANGE & PRECAST SILL BY OTHERS W/ VULKEM 116 ADHESIVE CAULK. OR APRV'D. EQL. SECTION B - B I FLANGE TYPE CONCRETE OR PERIMETER WINDOW FRAME MASONRY OPENING CAULK SILL BY OTHERS BY OTHERS W. W. 41, PRECAST . SILL A aa BY OTHERS Q r A B C NOTES: S E.0 T I O N A_ A 1)- SHIM AS REO'D. AT EACH INSTALLATION ANCHOR -.MAX: ALLOWABLE SHIM STACK TO BE 1/4-.. D E 2) WINDOW FRAME MATERIAL: ALUMINUM. ALLOY 6063. 3) INSTALLATION ;ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN., EMBEDMENT OF 1—I/4` INTO MASONRY- OR ,CONCRETE.. 4) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT "HEAD .I JAMBSSILLMUST -BE ATTACHED TO THE SUBSTRATE WITH K B 0 [ TAPCON. LOCATION CHART CALL - BUCK LOCATIONS IN HEAD LOCATIONS- 1N JAMB 30PS' F TO 40PSF 41 PsF TO' 70PSF 30PSF TO 40PSF 41 PsF TO 70PSF SIZESIZE12 to 1/8 x 25 8 8 F.G F. G F. G F. 13 18 1 /8 X 37 3/8 8 8, . F. G' F.G 14 18 1/8. X 49 5/8 6 . 8 F. G F.G 1. 45 18 1/8 x 55 1/4 8 8 F G F G 15 18 1/B x 62 71 B 8 8 B F,G F,Gj, 16 .. 18 1/8 X 83 B 8 F.G;G F. F 77181/8 x B` F.G. 1H2 25 1/2 x 25 8 B F.G F.G 1H3 25 1/2 X 37 3/8 8 F, G F,G,H,I 1 H4 25 1/2 X 49 5/8 8 8 B F.G F,G,H,1 IH45 25 1/2 X 55 1/4 B F. G F,G,HJ 1H5 25 1/2 x 62 B -. 8 8 F.G F.G,H,I AH6 1H7 25 1/2 X 71 25 1/2 X 83 8 8 B F,G,J,K F,G.J.K 30 1/2 x 26 29 1/2 X 25 B B B 8 F.G F.G 30 1/2"x 38 3/8, 29 1/2.X' 37 3/8 e F.G F,.G 30 1/2 x 50 5/8 29 1/2 X 49 5/8' 61 F. G F.G,HI 30 1/2 x 56 1/4 29 1/2 X 55 1/4 B B F. G F.G.H.1 30 1/2 x 63 29 1/2 x 62 71 e B 8 8 G F, F.G,H,I 30 1/2 x 72 29 1/2 X 8 F.G.H. 1J.KF,G,J,K 30 1/2 x. 84 29, 1/2 X 83 8- 22 36 X 25 B B 6 8 F,C; F,G 23 36 x 37 3/8 8 B F,C; F.G:H,I 24 36 x 49 5/8 B B F.G F,G,HJ 245 25 36 x 55 1/4: 36 X 62 8 B F.G.H.1 F'G,H'I 26 36 X 71 8 B F.G.H.1 D.E.F,G.H,I 27 36 X` 83 B B F•G.J•K . F•G•H•I'J•K 42 x 26 41 X 25 B B B 8 F.G F.G.H. 42 x 38 3/8 41 x 37 3/8" < B B' F,G.H,1 - 42 x 50 5/8 41 X 49 5/8 B B G. F.G,Hj F. G,H,I 42 x 56 1/4 41 x 55 1/4 B B F.G.H.1 D,E.F.G.H,1 42 x 63 41 X 62` 41 X 71 ' 8 B F.G.H.1 42 x 72 41 X 83 8 8 F,G,J,K F.G.H.I,J,K T. I, J,K 42 x 84 48 x 26 47 . X 25 B A,C , F;G , _ F: G F•G•H•1 48`. x 38 3/8 47 x 37 3/8 8 8 A, C A. 0 F,G F.G.H.1 48 x 50 5/8 47 x 49 5/8 8 A.C_. F.G.H.1 F.G,H,I 48 x 56 1/4 47 x 55 1/4 8 A.0 F,G,H,1 D E.F;G,H,1 48, x.'63 47 X 62 47 X_71 B A.0 F.G.H.1 D E,F,G,H,1 48 x 72 47 X'83 F:GJK DEFGHIJK 48 x 84 32 52 1/8 X 25 8 A.0 F.G F, G;H;1 3- 3 521/8, X 37 3/8 8 8 A. 0 A, C F. G F. G.H,1 F,G.H,1 ' 34 52 1/8 X 49 5/8 B A.C_ F.G.H.1 D:EF.G.H.1 345 52 1/8 X 55 1/4 B. A,C F.G,H.1 D.E.F;G H.I 35 52 1/8 x 62 52 1/8 X 71 B A,C F.G,H,I D,E.F,G,H,i 36 - 37 52 1/8 X 83 8 A.0 F,G.J.K, D.E.F.G.J.K.J.K VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL- 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H. G EXTERIOR .OF WINDOW FLANGE. F 37 SIZE NOT AVAILABLE IN i o00 OR 1500 SERIES. 6) IF'EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE p ANCHOR QUANTITY LISTED WITH :NEXT LARGER" SIZE.. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. ' 7) GLASS THICKNESS, MAY VARY PER THE REQUIREMENTS OF ASTM, A. E' 1 300 GLASS CHARTS. 8), LETTER DESIGNATIONS ON- THE .TAPCON 'LOCATION CHART INDICATE. H c WHERE TAPCON TANNHORS ARE TO BE INSTALLED WHEN USING "THE % car INTERNATIONAL, INC EXTERIOR ELEVATION AS A KEY. -._3 T RT / 9): ALL. FACTORY APPLIED HOLES: NOT DESIGNATED FOR TAPCON : FLORIDA EXTRUDERS _SANFORD, FLORIDA ANCHOR SHOULD BE FILLED WITH #8 SCREWS OF SUFFICIENT LTH- A TOPROVIDEMIN. s/s IN.. EMBEDMENT wro.wooD BUCK...TITLE: INSTALLATION DETA,.IL - 10)" FLORIDA EXTRUDERS 1000 SERIES SINGLE HONG,.IS- SHOWN.. THIS PRINT ALSO, APPLIES .TO THE ''FLORIDA EXTRUDERS 1500 AND, 20001 150,0 & 2090 , SERIES SINGLE . HUNGS. SGL. HUNIG FLANGE WLNDO JS - SEf2IES 1000 . ELEVAT1:0 N 11). WHERE WINDOW ISINSTALLED 1N .MASONRY OPENING. WITH A -"APPROVED BY: R TUAL.TWO.BY W STUCOOD BUCK, USE #10 SCREWS' OFDRAWN BY:BBSUFFICIENT LENGTHTOACHIEVE1-3/8 MIN." EMBEDMENT AT VIEWED FROM EXTERIO( a3 > I - E::DWG_: I-LEX00.16 ALL INSTALLATION FASTENER LOCATIONS- DATE. 10/09/01 SCAL N vRFPnnf RY PRODUCT' de APPLICATION ERGINcERING• INC.. 250 INTERNATIONAL PKY., SUITE 250. HEATHROW. FLORIDA `32746= PHONE 407 805-0365LL FAx 407 gC5-0366 3 3024 35 1/2 x 27.1/2 2 2 3030 35 1/2 x 35 1/2 2 2 3038 35 1/2 x 43 1/2 2 3 3040 35 1/2 x 47 1/2 2 3 3044 35 1/2 X 51 1/2 2 3 3050 35 1/2 x 59 1/2 2 3 3060 35 1/2 x 71 1/2 2 4 3070 35 1/2 X 83 1/2 2 4 3424 39 1/2 x 27 1/2 3 3430 39 1/2 X 35 1/2 3 2 - 3438 39 1/2 X 43 1/2 3 3 3440 39 1/2 X 47 '1/2 3 3 3444 39 1/2 x 51 1/2 3 3 3450 39 1/2 x 59 1/2 3 3 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 - 3 3844 43 1/2 x 51 1/2 3 3 3850 43 1/2 X 59. 1/2 3 3 3860 43 1/2 X 71 .1/2 3 4 3870 43 1/2 x 83 1/2 3 4 4024 47 1/2 X 27 i 2 3 2 4030 47 1/2 X 35 1/2 3 2 4038 47 1/2 x 43 1/2 3 3 4040 47 1/2 X 47 1/2 3 3 4044 47 1/2 x 51 1/2 3 3 4050 47 1/2 X 59 1/2 3 3 4060 47 1/2 x 71 1/2. 3 4 4070 47 1/2 x 83 1/2 3 4 f. 6 83/ 5/8 1/4 <. 3 2 4 L4J 25 26 27 42 x 26 42 x 38 3/8 42 x 50 5/8 42 x 56 1/4 42 x 63 42 x 72 42 x 84 48 x 26 48 x 38 3/5 48 x 50 5/8 48 x 56 1/4 48' x 63 48 x 72 48 x 84 32 33 34 345 35 36 37 f ' DATE INI INTERNATIONAL, INC FLORIDA. EXTRUDERS.SANFORD, FLORIDA TITLE: INSTALLATION ANCHOR. CHART SGL. HUNG FIN WINDOWS - SERIES 1000 1500 & 2000 DRAWN, BY: BB: _ APPROVED BY: TIATR- i ai a Rini ISCAIR NTS DWG:_ F'LUQ026 SHT 2 OF 21, x G x i'. nn(IH1 x 2 X .^`/R fl - I' i r '-- Q`rA1' I;r M'n_- - - t!. t_H -vim l.. i T.iF,_ Mvt i__-1N - - - - a. - r;/ t n E Qt.; l - i. SL r1 TAP-. j:YG S SA ( L L n t i 1 - - i ;t. _ h'- - i i A'_-,-tTI_:; t-t!'.^j'EIR .3/1 TAPSC711 I. T l4. ,- .. jpq 1` y\ _ - - tT _ i - - - cADERE x 0HEADf - t _ - - , . r. I: c3,' L•e tv' 14, U 6- 1ti vi_f_i'VI S ARE jSEC i L / / i 6 X '' / .. - y S - - _ U -- - - - Yx3 /- r ' T, L,I'i- Yt iJ.L t_.:1 Li!JAMB t. ,7 , w tlF I T'fY) ' ? ..iA,l ?3 iT" i j' j DE I A! L Y, 1} S f j4cCTA_!_I GT? 1 A l i R SD p 1 / iAht lh. o f j t i j 1 G. y' T'~r CliiN n .• JC y+. ^. n ill SEt_` Nzwbji :SC Lid i.rlvlr(.. iY',) tt}( ! 2 A I 3 ! J_ TAPPSILL r: L•IF 1 r \ ScALnh , EE T'jEtN i Q 1/ 2 SEA --i, I 1rn<_A1tiLtS ;' 1/4 MIN, JLALA: v: ctk+ccw \-, S..LA t n :Llct Td..Y: : c3 .: , , r .° --F,t3 E f l ., WINDOW FLANGES \' — 1:J1NDu4 FLANGES V isit { t, i—fy ! - T MULL" N a 8 X 1-1/2 F,`F, , _t is SE` - r ;S SIL' L" r' : HLRS T _ i 'r'FtNG' SUS eF.:i lG 'SMiS rET I !k c:R` T y N!_ t L 1 . : JI d :'-1 `,`i -t ` i i - _'? -k`.1J D. ! I Q'J `,i_ ".?ir!!....:Hl+i !-= ,r .:.!!!R."...L) jlCp • I X t x _/a j- X 4 x 3/'y TUBE K-1L=101N E ;iJLLiuM I LIT" %" a I j%mulkwn2""1 s4. r --- Ito Q 1 j t, i, j. . i ! ! i O O i n r-r .! YP,) i il `" tiir_ 1 4 ! a in" 1 JAMS 1 : i uo cc !a 1 _ - R TAIL t t t ELr , IV? I: C X 1/2 SELF ?ic x i/2 SELF \i C'`L ' C<v v EXTFR!OR r Rif ; 1 J 7 cs _ _ i------- -- a i:, a' S:t , A• r NI G S - _— INTERNATIONAL INC FLORIDAEXTRUDERSIANFORD, FLORIDA S3' IT - LE- rr. r T - v L v. t 1 0{ i s SEALANT. BETWEEN WEEKS. ALAN 1 BETWEEi! - r r T t r - C '' r4 -- cc - WIN77w LaV _v Jt _ 0 . , _ _ SHF L O 2) FOR H R s tULL_,ry _ r_„_.__O iy S c. fl R _ C P A _ TIES p X 1-/ /2 'SELF L_ #S ?C 1-1/ r SEL r vv r. ING SMS Tr,r'. ,C SM5 a -s . DRAWN BYa t, , Y r- ;.—, .. , :: , •, - mod;,:%,, _ _ r : 1. !- A--t1- :: 1, t , .!-;•ai ;--_-./- r. 1 - I ,a ;'A, _ A _ F ` t. APPROVED 1 t m• f SERIES 1000 1500 FLANGE VERTICAL DESIGN PRESSURE CAPACITIES 1 CAPACITY CAPACITY CAPACITY- CAPACITY CAPACITY 1 CAPACITY x2 7/t sx 1 CAPACITY S;t xz 7/1sx3/st CAPACITY x2 7/15x3/8 CAPACITY 1 X4X 1 /8 CAPACITY 1 X4X 1 /8 CAPACITY 1 X4X3/ 8 CAPACITY 1 X4X3/ 8 CAPACITY 2X4X3/ 8 F WINDOW CALL WINDOW X2X 1 8 TIP -TO - TIP MULL 1 X2X 1 /8 TUBE MULL 1 X2X3/ 8 TUBE MULL 1 X2X3/ 8 t X2 7/t sxt /a It TUBE MULLTUBEMULLTUBEMULLTUBE MULL TUBE MULL TUBE MULL TUBE MULL 6 TUHEMULL TUBE MULL TUBE MULL SIZE TUBE SIZE 12ANCHORS { 4ANCHORS 2ANCHARZ SECT.NAHARZ !SECT.NAHAR3 SECTNAHA(3ZSECTNAHA(4)SECTN ANA(4)SECTNAHA(5)SECTORS NAA(5) SECT. SECT. SECT. SECT. A - A t SECT. A SECT_ A O O 336.52 ' 732.42 791.81 1.1.87.72i 791.81 11187.72 1 1187.72 12 19 1 /8 X 26 1336.52 732.42 336.52 692.83 1429.55 336.52 209.72 _ 732_42 456.46! 209.72 456_46 493.47 74Q.20 493.47 " t 740.20 740.20 1 3 19 1 8 X 38 3/8 209.72 i 317.66 209.72 F--- -- 152. 75 177.46 152.75 1193.92 152.75 271.83 1359.41 539.12 359.41 5 3_9.12 539.12 14 19 1 /8 X 50 5/8 131.23 ; 1131.23 C - ------ 94. 13 i 135. 81 139.09 135.81 194.97 319.55-460.17 319.55 1,479.33 479.33 145 119 1 /8 X 56 1 /4 94.13 1127.29 89.21 127.29 89.21 1 97.48 97.48 1 19.85 136.64i282.02 423.03282.02 i I 423_ 03 - 423.Q3 15 19 1/8 X 63 65.97 65.97 r--------T 43.49 58.81 58.81 64.27 64.27 1 90.09 9Q.09 : 212.62 -- 212.62 296.98 296.98 365.75 16 17 19 1 / 8 X 72 ! 43_49 19 1/ 8 X 84 26.96 T 26. 96 36.45 36.45 39.83 39.83 _ 55.84 55.84 - 131.79 -_ 131.79 j 184.08 184.08294.03 H2 1 26 1 /2 X 26 262.87 572.13 1262.-87 541 _20 l 262.87 572.13 262.87- 572.13 618.52 927.78 618.52 1 927.78 927.78 1 H3 6 1 /2 X 38 3/81 157.93 1 239.21 157.93 1323.48 157.93 s 343.74 157.93 1343.74 371.61 557.41 371.61 557.41 1. 557.41 1 1 H4 26 1 2 X 50 5/Si 97.25 97.25 1 13.20^ 131.51 1113.20 - 143.71 1113.20 1201.45 266.35 - 399.53 266.35 399.53 399.53 1 1 H45 6 1 /2 X 56 1 /4 69.43 169.43 193.89_ 93.89 100.17 l 02.59 100.17 143.81 1 235.70 339.42 1235.70 1353.55 310.65 353.55 i 310. s5 1 HS T 1 26 1 /Z X fi3 48.44 1 48.44 65.51 I 1 65. 51 i 171. 581 7- 58 _..- r 188. 01 100.34 207.10 236.83 207.10 1267.38 1 H6 26 1 /2 X - 72 31.79 _ i 31.79 42.99 142:9946.98 46.98 65.86 65_86 155.44- 195.93 1 155. 44 217.1 1 1 1217. 11 : 1133.99 214.02 1 H7 ' 26 1 /2 " X 84 19.62 I 19.62 26.53 26.53 1 28.99 28.99 140.64 140.64 95.93 133.99 22 37 X 26 ; 21 6.75 1471.75 216.75 1471.75 216.75 _ 471.75 1216.75 1471.75 i 510 1765 510 765 431.36 i 765 431.36 1 2337 X 38 3/8 122.22 1185.12 122.22 1250.32 1 122.22 2 0 i122.22 1266. 00 1287 .57 1,4 31.36 1287.57 7 X 50 5 8 173.34 73.34 85.36 199.17 185.36 108.37 85.36 1151.91 _ 200.86 1301.29 200.86 301.29 301.29 24 245 37 X 56 1 /4 51.97. 1 51.97 170.28 70.28 174.98 76.79 174.98 110 - t 176.43 254.07 17fi.43 _- T264.64 264.64_ 37 X 63 36.01 i`---~ 48. 70 _ 148.70 1 53.21 153.21- F 65.43 74.5.9 1 153.96 176.06 s 153.96 230.94 230.94 25 X 72 ' 23 136.01 23.47 31.74 31.74 34.69 1 34.69 _ 148.62 48.62 1 14.76 1 14.76 131.61 1 60.30 _ 197.41 266337 27 47 37 X 84 4.39 1 14.39 1 19.46 119.46 t j21. 26 1 2126: 29.81 29.81 r70.36 - 170.36 98.27 98.27 1 _ 156.97 3=25,, 1 /8 X 26 1 191.61 417.04 1 191.61 i 394.49 rt 1191. 61 417.04 T- r,', 191. 61 ' 417.04 450.85 676.28 347.25 0.85 231.50 676.28 347.25 676.28 347.25 33 3 1 8 X 38 3 & 98.38 1 9.02 98.38 201.51 98.38 214.14 1 :38 •.• ;' 24.4 14. 231.50 231.01 154.00 231.01 231.01 343 1 / 8 X 5Q 5/& 56.23 56.23 65.45 76.04 65.45 183.09 _ t 65: 45 - 1 1_6.7 1_4.00 ,_ i 200. 23 3"45 P3. 1 /8 X 56 114 39.32 ' 39.32 153.17 53.17 156.73 58.10 56.73 •.f 1133.48 192.22 i 133.48 1200.23 1172.63 1 35 53 1 /8- X 63 26.92 26.92 t 36.40 136.40 39.78 1 39.78 148.-91 155 76 Ai5.08 j., M1131.60 115.08 1172.63. 36 53 1 8 X 72 17.34 1 17.34 23.45 23.45 25.62 125.62 35.92 35.92 84.77 184.77 197.21 1 1 18.41 1.71. 78 145.82 1 37 53 1 8 X 84 i 10.51 10.51 14.21 14.21 1 15.53 15.53 - 21.77 21.77 51.39 51.39 171.78 120.81 SERIES 1000 & 1- 500 FLANGE VERTICAL` FLORIDA EXTRUDERS INTERNATIONAL, INC MULLION DESIGN PRESSURE CAPACITIES r SANFORD, FLORIDA TTT Lr c ; .v R n C t , t c w r 7 r S; n \(T1- L SHEET2 OF 2 L T MCI i tl v jl 1 000 & i NOTE: A) NUMBER OF ANCHORS NOTED FOR TAPCON FASTENERS REQUIRED AT EACH END. DRAWN BY:PROVED BY- AG2 B) DESIGNPRESSURESGIVENAREFOR1.5 X t:_ y g DATE: J i 0 ` S LE: ! III I CA s "_ DWG • 1 1, h1 i_ U I I Lwoollimi WINDOW TIP -TO -TIP SIZE CAPACITY 1 X2X1 /8 TUBE MULL 2 ANCHORS SECT. A -A 1 CAPACITY 1 X2X1 /8 TUBE MULL 4 ANCHORS SECT. A -A 1 SERIES CAPACITY 1-X2X3/8 TUBE MULL 2 ANCHORS SECT. A -A 2 1000 & CAPACITY 1 X2X3/8 TUBE MULL 4 ANCHORS SECT. A -A 2 1500 FIN CAPACITY X2 7/16Xt/8 TUBE MULL 2 ANCHORS- SECT. A -A 3 VERTICAL CAPACITY 1X2 7/16X1/8 TUBE MULL 4 ANCHORS SECT. A -A 3 DESIGN CAPACITY 1X2 7/16X3/8 TUBE MULL 2 ANCHORS SECT. A -A 4 PRESSURE CAPACITY X2' 7/16X3/8 TUBE MULL 4 ANCHORS SECT. A -A 4 CAPACITIES CAPACITY 1 X4X1 /8 TUBE MULL 4 ANCHORS SECT.., A -A 5. CAPACITY 1 X4X.1 /8 TUBE MULL 6 ANCHORS SECT. A-A(5) CAPACITY 1 X4X3/8 TUBE MULL 4 ANCHORS SECT. A -A 6) CAPACITY 1 X4X3/8 TUBE MULL 6 ANCHORS SECT. A -A 6 CAPACITY 2X4X3/8 TUBE MULL 6,ANCHORS SECT. A-A(7) WINDOW CALL SIZE 201.83 125.78 91.61 81.45 71.88 62.15 52.64 403.67 - 251.57 :. 183.23 162.91 135.52 89.35 55.38 403.67 251..57. •. 183.23 162.91 143.77 124.30 105.29 60550 377;36. 274.84 244.36 215.66 186.46 128.92 403.67 251.57 _ 183.23 - 162.91 143.77 124.30 105.29 605.50 377 36 274.84 - 244.36 215.66 186.46 157.94 605.50 377.36 274.84 244.36 215.66 186.46 157.94 12 18 1 /8 X 25 1 /8 X 37 3/ 18 4 /8 X 49 5/ 18 1 /8 X 55 1 / 18 1 /8 X 62 18 1 /8 X 71 18 1 /8 X 83 201.83 125.78 91.61- 81.45 65.16 42.96 26.63 403.67 251.57= 12963 92.98 65.16 42.96 26:63 201.83 125.78 91.61 81.45 71.88 59.13 ` 36.65 403.67 251.57 178.41 127.97 89.68 59.13 36.65 201.83 125.78 91.61 81.45 71.88 62.15 39.11 403.67 251.57 183.23 136.55 95.70 63.09 39.1.1 13 18 14 145 15 - 16 17 157.66 94.72 67.89 60.08 52.79 45.43 38.32 315.32 189.44 135.79 1,20.16 99.52 65.32 40.31 315.32 189.44 135.39 120.16 165.`58 ' 90.87 7664 472.98. 284.17 203.68 180.24 158.37 136.31 93.84 315.32 189.44 135.79 120.16 1 Q5.58 90.87 76.64 472.98 284.17 203.68 180.24:.. 158.37 136.31 1 14.96 472.98 284.17 203.68 180.24 158.37 136.:31 1496 1 H2 25 1 /2 X 25 5 1 /2 X 37 3/ 5 1 /2 X 49 5/ 5 1 /2 X 55 1 /. 25 1 /2 X 62 25 1 /2 X 71 25 1 /2 X 83 157.66 94.72 67.89 60.08 - 47.85 31.40 19.38 315.32 189.44 96.07 68.58 47.85 31.40 19.38 157.66 94.72 67.89 60.08 52.79 43.22 26.67 315.32 189.44 132.22 94.39 65.86 43.22` 26.67 157.66 94.72 67 89 60 08 ` 52.7.9 45°:43 28.46 315.32 i 89.44 135.79 100.72 70.28 46.12' -; . 28.46 1 H3 1 H4 1 H45 1 H5. - 1 H 6 1 H7 130 260 260 390 260 390 3901302602236 'X 25 130 260 130 260 23 24 245 25 6 " X 37 3/8 6 X 49 5/8 6 X 55 1 /4 36 X 62 73.30 51.20 44.97 35.57 146.60 72.44 51.33 35.57 73.30 51.20 44.97 39.24 146.60 99.71 70.65 48.96 73.30 51.20 44.97. 39.24 146.60 102.40 75.39 52.24 _ . 73.30 51.20 44.97 39.24 146.60 102.40 89.94 73.98 146.60 102.40 89.94 78.49 219.91 153.60 134.91 117.73 146.60 102.40 89.94 78.49 219.91 153.60 134.91 117.73 219.91 153.60 134.91 117.73 26 36 X 71 23.19 23.19 31.91 31.91 33.54 34.05 ` 33.54 48.22 67.09 100.64 67.09 100.64 100.64 27 36 X :83 14.21 14.21 19.56 19.56 20.88 20.88 29.56 56.21 68.83 56.21 84.32 84.32 229.84 1 18.02 78.51 229.84 1 t8,.:02 78.51, 344.77 177.03 117.76 229.84 118.02 78.51 344.77 177.03 . : 117.76 344.77 177.03 117.76 32 33 34 52 1 /8 _ X 25 2 1/8 X 37 3/, 2 1 /8 X 49- 5/ 1 14:92 59.01 39.25 229.84 118.02 55.54 114.92 59.01 39.25 229.84 118.02 76.45 114.92 59.01 39.25 229.84 118.02 78.51 1 14.92 - 59.01 39.25 ' 345 '52 1 /8 X 55 1 / 34.02 38.84 26.59 17.13 34.02 53.45 34.02. 57.04 34.02 68.05 68.05 102.07 68.05 102.07 102.07 35 52 1 /8 X 62 26.59 29.33 36.60 29.33 39.05 29.33 55.30 58.67 88.00 58.67 88.00 88.00 36 52 1/8:X :71 17.13 23.57 23.57 24.78 25.15, 24.78 35.62 49.56 74.34 49.56 74.34` - 74.34 37 52 1 /8 X 83 10.38 10.38 14.29 14.29 15.25 r5 25 20.53 21.59 41.06 50.27 41.06 61.59 61.59 _ Ica, SERIES 1000 & 1500 F 1 N VERTICAL. ' ;__ `.: +, :-: DESIGN PRESSURE CAPACITIES SHEET. 2 OF 2 - - - NOTE: A) NUMBER OF ANCHORS NOTED FOR #8 SCREW 8 FE 20C .. _ FASTENERS REQUIRED AT EACH END. - _ .•: R) DFSIGN: PRFSSURES. GIVFN, ARE, FOR 1.5 :X II TEINATIONA,,INC FLORIDA EXTRUDERS sarrF ORD, FLORIDAMULLION TITS=D IGN PRESSURE PAC IES IESCAITFIN VERTICAL MULLIONS - SER, 1000 & 1500 DRAWN =BY: JBH APPROVED BY: no inc r,.,, , i %IkAr-TKI 8 SCREW INSTALLATIDN ANCHDR CHART NOMINAL. DOOR IN HEAD & SILL QUANTITIES IN EA. JXAB QUANTITIES IN EA. HOOK STRIP DOOR. QUANTITIES UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TO UP TO 46 PSF TO 61 PSF TOSIZEANDSIZE CONFIGURATION 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4068 XX, OX, X 48 X 80 6 6 6 8 8 8 8 r8 8 4 4 4 4 4 4 5068 XX, X, XO 60 X 80 6 6 6 8 8 8 4 4 4 6068 XX, x XO 72 'X 80 8 8 8 8 8 8 4- 4 4 8069 XX, OX, XO 96 X 80 10 10 10 8 8 8 4 4 4 10068 XX, OX XO 120 X 80 12 12 12 10 10 10 5 5 5: 5080 XX, OX, XO 60 X 96 _ 6 6. 6 8 10 10 10 5 5 5 6080' XX, OX, XO 72. X 96 8 8 10 10 10 10 10 5 5 5 8080 XX: OX, X 10080 XX X XO 96 X 96 120 X 96 ' 10 12 12 12 10 10 10 5 ` 5 5 50100 .XX, X, XO 60 X 120 6 6 6 12 12 12 12 12 6 6 6 6 6 7 60100 XX, 0X, XO 72 X 120 8 8 8 12 12 12 12 6 7 8 80100 XX X XO 96 X 120 0 0 8 8.. 8 4 4 4 9068 OX 109 1/8 X 80 12 12 12 4 4. 12068 OXO- 145 1/8 X 80 14, 14 14 8 8 4 4 -- 4 15068 OX 181 1/8 X 80 16• 16 16 8 8 8 4 5 5 5 9080 X 109 1/8 X 96 12 12 12 10 10 10 5 5. 5 12080 X 145 1/8 X -96 X 14 14 14 10" 10 10 5 5 5 15080 OX 181 1/8 96 16 16 16 10 10 10 5 7 8 90100 OX 109 1/8 X 120 12 12 12 12 12 12 5 7 8 120100 XO 145 1/8- X 120 14 14 14 12 12 12 4 9068 XXX 106 5/8 X 80 12 ' 12 12 8 8 8. 4 4 4 12068 XXX 142 5/8 X 80 14 14 14 8 8 8 4 4 4 15068 XXX 178 5/8 X 80 16 16 16 8 8 8 4 4 5 5 908D XXX 106 5/8 X 96 12 12 12 10 10 10 5 5 12080 XXX 142 5/8 X 96 14 14 14 10 10 10 5 5 5 5 15080 XXX 178 5/8 X 96 16 16 16 10 10 10 5 7 8 90100 XXX 106 5/8 X 120_ 12 12 12 12 12 12 6 7 8 120100 XXX 142 5/8 X 120 4 4 4 12 12 12 6 4 10066 XX 119 5/8 X 80 12 12 12. 8 8 8 4 4 4 12068 OXXO" 143 5/8 X 80 14 14 14 8 8 8 4 4 4 16068 OXXO 191 5/8 X 80:` 18 18 18 8 8 8 4 4 10080 XXO 11 / X 12 12 12" 1 1 1 5 5 5 12080 OXXO 143 5/8 X 96 14 14 14 10 10. 1.0 5 5 16080 OXXO 191 5/8 X 96 18 18 18 10 10 10 5 7 8 I00100 OXXO 119 5/8 X 120 12 1"2 12 12 12 12 6 8 120100 OXXO 143 5/8 X 120 _ 14 14 14:- 12 12 12 6 7 8 , 160100_ XXO` 191 5/8 X 120 18 18 19 12 12 12 6 7 4 10068. XXXX 11 1/4 X 12 12 12 4 4 4 12068 XXXX 141 1/4 X 80 14 14 14 8 8 8 4 4 4 16068 XXXX 189 1/4 X 80 16 16 16 8 8 8 4 4 5 10080 XXXX 117 '1/4 X 96 12 12' 12 10' 10 10 5 5 5 12080 XXXX 141- 1/4 X 96 14 14 14 10-: 10 10 5 5 5 1.6080 XXX-X 189 1/4 X 96 16 16 16 10 10. 10 5 5 8 i00100. XXXX 117 1/4 X 120._ 12 12 12 - 12 12 12 5 8 120100 XXXX 141 1/4 X "120 14 14 14 12 12 12 5 7 160100` XXXX 189 1/4 X 120 16 16 19 12 12 12 5 7 6" ANCHOR- NOTES: _ 1> FOR MASONRY OPENING W/TWO BY WOOD BUCK USE SAME ANCHOR QUANTITIES. FLORIDA EXTRUDERS INT. IN... SANFORD, FL. TITM SLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS ENGINEER: DRN BB DATE, 12/21/01 DISCIPLINE:.'CICIVIL SCALE: N.T.S. Dwr' No- ."FLEX0027 FL. REG. NU 47182 , REV.:LETTER: SHEET- 2 OF 2 DESIGN PARAMETERS BASIC WIND . SPEED 1@ M P N. (3ASTEST 'MILE) 0i1 'o N 5ECOND GUST) WIND IMPORTANCE FACTOR = 10 WIND. EXPOSURE CATEGORY = B APPLICABLE INTERNAL PRESSURE COEFFICIENT t 0.18 E INCLUDED IN DESIGN WIND LOAD) a DESIGN WIND LOADS - WALLS _ +22`, --18 PSFul n p ROOFS +20 20 PSF ff (-30 P5F AT OVERHANGS5)50% rL; m N" m o fig o d81! 0 3 VANGUARD/ FOX & JACOB ORLANDO DIVISION GE.NE-rxlf"%,L NOTES SHEET INDEX III I. DO. NOT SCALE THESE DRAWINGS: WRITTEN DIMENSIONS AND NOTES SHALL CONTROL. CONTACT THE FIELD MANAGER WITH ANY CONFLICTS IN THE PLANS BEFORE BEGINNING WORK.' SHEET NO. SHEET NAME w _ 2. ON -SITE VERIFICATION OF.ALL DIMENSIONS AND CONDITIONS SHALL BE THE',RESPONSIBILITY OF THE SUB -CONTRACTORS. EACH SUB CONTRACTOR C - COVER SHEET SHALL REPORT TO THE FIELD MANAGER ANY DISCREPANCY OR OTHER V H QUESTIONS PERTAINING TO THE DRAWINGS AND/OR SPECIFICATIONS. Al - FOUNDATION PLAN & DETAILS, 3. IT IS THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH THE WALL SECTIONS 2001 FLORIDA .BUILDING CODE, AND ALL APPLICABLE LOCAL, CITY, / -FOUNDATION DETAILS, CONT. COUNTY, STATE AND FEDERAL CODES; ORDINANCES, LAWS; REGULATIONS AND RESTRICTIVE COVENANTS 6OVERNIN6 THE SITE OF WORK. A1.1 - FLOOR PLANS 4: ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND A3 - EXTERIOR ELEVATIONS PERFORM ALL WORK NECESSARY, INDICATED, REASONABLY INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE A4 ELECTRICAL/HVAC PLAN, INTER. OF WORK. ELEVATIONS, PLUMBING RISER DIAG., 5. ALL 54"X22" AND 56"X24"..PLANS ARE DRAWN TO SCALE 1/4" = I'-O"' ELECTRICAL RISER D[AG. EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WH10H ARE DRAWN TO I/5" = 1'-0". ALL I-TXII PLANS ARE DRAWN TO THE SCALE A5 - LINTEL DIAGRAM & TABLES 1/8" = 1'-0",- EXCEPT FOR THE SIDE AND REAR EXTERIOR ELEVATIONS WHICH ARE DRAWN TO 1/16" = 1'-0". A6 FLOOR & ROOF TRUSS LAYOUTS NOTE: SHEET A6-A 1-'A/ GABLE DETAILS) A6.1 - STRAPPING SCHEDULE Si - GENERAL NOTES & DETAILS S2 - CHIMNEY, STAIR,& REPAIR DETAILS S2.1 - STRUCTURAL STAIR DETAIL S3 - OPT. CVD. PORCH DETAILS, OPT. STAIR RAIL DETAILS tF aF 0 cc) N I a jai deslpKd by nl drawn by: dnm des n - checMd Oy aww deli Ot-n-W sheet E6 2m4 C Of. FIBEFrA.A88 S S FIBE 55OVERIVFELT Es R IA&* OSS OR W' COX IS. FELT OVER WOOD TRUSSES STRAPPED AS S 40M WOOD TRUSSER ON TRUSS LAYOUT STRAPPED AS - 14. 3• R-15 B45tA_ ' P.T..00 OVER DCS GDR - SHOWN ON TRUSS- OVER 2X6 SUBFASCIA. LAYOUT RV CONT. ALUK DO P.X OVER DC8 b'-8'Xb90•Xd•COtSOFFIT R g MSIA.. n : CDROVER 2X6 SUBFASCtA UV COW. VJ' DRYWALL DOUBLE; DBL. ZXS HEADER FOR 4'-6' MAC. OPENNG. t/J• DRYWALL ALUMVENTED SOFFIT PA7T0FLR ZX- TOP PLATE DBL.. 2X10 HIEADER FOR 5'-9• MAX. OF'ENMG UNA. DOUBLE 2X DBL. 2X8 HEADER FOR 'PTFOR - WIT TOP PLATE OPENNG DBL 2XIO, - 2X WOOD STUDS I6• HEADER FOR 5'-9'.; MAX. OPENR.Y-s UNO. OG. IW R-11 MSUL u1RJDdu 1A41T - W, a.TUCIw ON MTL LATH OVER 6• FELT OVERT 2X4 BOTTOM PLATE OVER 2X - WOOD - V16. OSB. 1 3/4• T 4 G STUDS • I6'OL. M111 U00D W/ R-B MIL I- 2X BOTTOM PLATE ON 3/4 : T4G PLYWOOD T/S• STUCCO ON 1'1Tt_LATH OVER ., 2X4. COW BAND BOARD 6•FELT.OYER VIG•- O OR V•,CDX BOOR TRUSS STRAPPED FLOOR TRUSS I ALP AS SHOWN ON TpISS LAYOUT 6TRAPPED AS SHOWN 5 V2* CATION3i/GONG. SLAB r LAYOUT OVER b MIL VAPOR I/!• DRYWALL - ^. I' - CLEAK Pf3-L COMP, OVER DO FURRMG.. 1,12' DRYUMU.L Rt-S ISTAI4T TREATDL OVER R-5. R4,•A.d. ::. - -:. LMTEL. BL.00K'Ul/i • 5 BAR 2X-P.T:`BM DBL 2X -TOP PLATE REGRUtT 2° SYSTEHIURHUDOWUNRPRECASTWITH!U • 5 PLATE Wf Vl'XS• DBL. 2XB HEADER. 3-1/2- CONC- SLAB 04EN 6 FT OR GREATER AB, 32. O/C . - FOR 4 -b' MAX OPENING.,"DBL. 2X10 I :... MRBERYESH OVER _. PRECAST COt4C. SILL 3-1,12' COW- SLAB HEADER FOR 5'-9• . OVER 6 MIL VAPOR BVFIBERMESH OVER MAX OPENING. UNO. m - BARRIER OVER TREATED, : MAS. FMtSH OVER OVER 6 h11L YAPOR URHlDOIJ WIT COMPACTED FILL T41 MOM IWS,DOWELSG BARRIER OVER TREAit7>, C, SwOLN CLOATIONS -COMPACTED ON FOUNDATION -PLAN FILL SX - WOO16- W/ R-R INSIL. BB7 C C 3 •5 BARB Z0" .. WALL SECTION —FRAME OVER CMU W'TWO STORY FIBERGLASS 844WGLES OVER 6• FELT OVER 11VV OSB WOOD TRUSSES STRAPPED AS SHOWN., ON TM56 LAYOUT .. P.T. LX2 OVER DCS CDR OVER 2X6 SUBFASCIA W/ GONT. WINDOW ALU'L VENTED SOFFITDBL2X8"HEADER UNLESS OTHERWISENOTEDONPLAN WIT - 2X .WOOD STUDS • 16' O.C. 3 • 5 BARS WALL SECTION -FRAME WC TWO STORY 3\" CONC. SLAB W/TIBERMESH OVER 6 MIL VAPOR BARRIER OVER TREATED ' COMPACTED FILL CMU. h I F• . i GRADE 3 / 5 BARS2— G MONOLITHIC SLAB - CMU TWO STORY u816 LRfTEL FILLED 1W COKL i VERTICAL REBAR. SEE PLAN SINGLE COURSE LINTEL 3/4 =1 -D 3\" CONC: SLAB W/FIBERMESH O ft 6 MIL VAPOR BARRIER OVER TREATED COMPACTED FILL 5.REBAR CONT. GRADE lam X THICKENED SLAB NON BEARING ENTRY - CONC. PATIOS T/S• STUCCO ON MTL. LATH - OVER ISO FELT- 3 1/2 CONC. SLAB W//FIBERMESH OVER TA6' - OVER 6 MIL VAPOR BARRIER - OVER TREATED 2X BOTTOM PLATE NON LOAD BRG. WALL ON. 3/4• TIG O.S.B.CgAPACTED FILL 1./ S R®AR.CONT. AR_ - 2X4 COW. BAND BOARD VARIES 3 1/2". FLOOR TRUSS STRAPPED AS w/FlBERNESH - "V''.. .. OVER 6 SHOWN ON TRUSS LAYOUT,. VAPOR BARRIER OVER TREATED H COMPACTED FILL LINTEL BLOCK' 3 / 5 REBAROR• DRYWALL WA • 5 BAR ONOVERIX3 - I - C T. 10". 10' INSULATIONR -LMTEL SCREEN n g• 3H9•:COW-SLAB AA DEPRESSED SLAB DEPRESSED SLAB v FIIER-IEsH BEARING O GARAGE Z NON BEARING O GARAGE OVER 6 MIL w _ TWO STORY VAPOR BA;UUER. U MASOMiY FML4F4 - - OVER TLR"11TE II - OVER CNRJ BLOCK - _ - 25• TREATED, WELL - Gt'U BLOCK tl$P5 3\" 6 -OVERCONC. W R ER FIBE 9C,OM 'ACTED FILL il' - OVER TREATED COMPACTED LOCATIONS Q4 - F-W4DATION PLAN BARCORNERLAV STD. HOOT5IZ i 5 HORIZ. BAR _ 5 BAR GRADE _ I = z I ` CM CCNC. FILLED TOP 3 • 5 BARS 20 10' 110• 3 / 5 R®AR UJA— COARSE CHAIR BLOCK , WALL SECTION-O FILLED CELL -TWO. STORY THICKENED SLAB LINTEL BEAM REINFORCINGBBWBEARINGWALLCHAIRBLOCKUNDERFRAMELBRSTEMWALL -SINGLE LINTEL TWO STORY FOUNDATION DETAILS & WALL SECTIONS MONOLITHIC SCALE: 1/4 JU s g NOW 1,64, i ENGINEERING 407) 774-9003 FAX: (407) 774-8477 P.O. BOX 161613 ALTAMONTE SPRINGS, FL 32716 THOMAS J. ANDERSON PE/ 47819 . R a'm 0- 3 E a I C_. ONE OLaL VJ VJ Z U_ 0--w o Z. Q JF-OWOQPw ZQQJ 0ZzLLO LL MAXIMUM SPADING OF FILLED CELLS U EQ t CELLS THAT CAN RESIST A-IM MPH LOAD - l>FSIC3f, WALL PRESSURE T - 22 PSF - MAXIMUM ALLOWABLE TEM51ON ON FOLLOW CORE WITS 15 25 PSI. - ALJ.. S31 TA13LE 10.1 SIiTON PROPERTIES 8• PARTIALLY C ROUFFD WALL = 95.47 OAA.SONARY STRUE-TRES ALJ) M = .1-1 /8, 5 = WL•UO2/ 8XT = 95A3.1 = IOR FT. USE 8'-0• HOFJZ. 5PACIN=i 9'-4- CEILIWG MAX. 05 - I-V dale-01.124N USE 6'-0• HMZ SPALIWS = IO'-0' TO 12'-W CEILIW. MAX FEB 20 4 LI N*' g,HyLlanAXEt T95 STFdL,1R W15 8E81. DEW5NED TO HEU O D(CRIED - Al - TiIE B..@m EiUSTS "NO LE" REOUIRB- NM OF TT1E STANI7ARO BIMLI]fI.6 CJ71>E 2001. - Of. CONNECTION (TYP. SPACING) TAPCON: 3/16" ® 12" 0 EXP. BOLT: 1/2" ® 48" 0. SHEAR STRENGTH ANCHOR ANCHOR, LIGHTWEIGHT CDIA. EMBEDMENT HOLLOW BLOCK 3/16" 1-1/2" 846.LBS. 1/4" 1-1 2" 1075 LBS. J—BOLT: 1/2" ® 48" O.C* TEST REPORT # 150-20068/ PROFESSIONAL SERVICE INDUSTRIES, 1 N C. SEE MFG. SPECS. FOR BIT SIZES & TECHNICAL INFORMATION I EXPANSION BOLTS: I I i RAWLS PRODUCT LOCATION EMBED DIA. MIN. EDGE ALLOWABLE ALLOWABLE DEPTH DISTANCE PULLOUT SHEAR GROUTED 2_5" 1/2" 1.5" 761 LBS. 1765 LBS. RAWL—BOLT MASONRY RAWL—BOLT CONCRETE 3" 1/2" 2.5" 1831 LBS. 2537 LBS. DETAIL DENOTES PIPE PASSING THROUGH STEM WALL DETAIL DENOTES PIPE SLEEVE SHALL BE PA55ING THROUGH FOOTING GROUTED SOLI 2 SIZES LARGER THAN AROUND PIPE PIPE PASSING; THROUGH SLEEVE SHALL BE SLEEVE 2 SIZES LARGER THAN PIPE PASSING THROUG Y'` ` THICKENED SLAB UNDER SEE FOUNDATION PLAN FOR REBAR QUANTITY Y" REBAR WITHIN FOOTING CONCRETE. FOOTER W (SEE FOUNDATION PLAN25" MIN. SPLICE OVERLAP FOR 5IZE) TYPIC;A1_ FOOTING DETAIL a—W desV, by-- aabx m_n-01 I sheet A1.1 Ot 11 EGRESS 11 EGRESS- 11 CARPETRR BEDRM +3 . BED'W 02 . VRATCLA - 8'RATC(G- CARPS CARIURR _ 1L__ __ a 7668 1-R 1 8k2lAI -' CPT. VANE 1668 :668 bahBIiOW I-RJB,. IxC1 I CH.At rxTlBATH '2 V RAT LLA. TIIB 4NOUER VNRR. TL _ 4'-5 1-' OUT 4' i0 O cm. VAI - _ r to.Raw 11' Our WALL 4' TO 8'-0' FOR 0' FOR 1lu II' -II 1/1 A0 DR4N aEiu1N_ L j6 NOTE: -AIR HANDLERTOHAVE 0 9 6OW & D _ M. OF 4• CLEARANCE CN - 0 ALL SIDES AND ENCLOSURE 1 0 SPACE SHALL BE MRL 12• WIDER TPAN APPLIANCE G OSET ' t OOR w/ _ moo BED OOM •4 GA OON A FL MASTER BEDR1" 1 RAT CLA CAIBET FLR V-31/ 2' 0'-41 44 u, 2X EGRESS. nb. caL SH-25 4#>.Ilp. cct SH-25 511-25 22/ -24) DBL-25 22/ -24) 22/ -29) EGRESS 40 ELEV. B ON 022/. -29) II SCALE - 44'' T-0' - 2nd FLOOR LAN SCALE = 1/ 4'= 1'-0. NOTE: EXTERIOR WALLS OJERE VERIFIED ALL STRUCTURAL UIOOD HEADERS SIfFIGIENT FOR SWEAR LOADS TO BE DOUBLE z' x Im• WNLESs NOTED OTWEF WI5E ( NOTE: ALL INTEPJOR WALLS To BE 3 1/2n NOTE: LEGEND UNLESS OTHERWISENOTED. SEE FOUNDATION PLAN FOR NOTE- ELEVATION ` A' SHOW FILLED CELL LOCATION. V-0' AFF. BRI ax WALL — 25 022 24) 1 (t22/ 241 1 I - 6-O' X E, 1 pyr_ o I 21/ -23) T K 36' LAE1 WEI KITCHEN NOOK E OUT60E CQ I4T ONAR O gV61m I faY> VELAR W6 R 1 1 PENT. ry VT T 1 LAuNDR I m i m 766B r BRA WALL • VNTL RR 1 1 II ( i 11 B nt. SC` BIW. WALL m J DINING RMA/C LINE: V RAT Cm C.6FZPETRR a 8 I3'-2 2-C4R GARAGE X RAT QA C B GONG RR L7 N tt' NIGH STOP fYi. WALL r---- Q' BTdi WALL LIVING RM 8' FLAT CLC. 12 1 I 1 CAPPET 8 16' X-T O.H.D. (+19/ -23) ANEL FMCA. T 1 LNtEL WI (U 5, 1/ -23) DBL-25 021/ -28) ENGINEERING a7) T74- 9 FA - (407).7/4 8477 P.O. BOIL 161613 BLTNWME. 9'RM% R 32716 TNMJAS J. AN8p6ON PE/. 47819 O-0- Tol3HBEI] RM: 414/ n HALL/ STAIR ( WELL STAIR -INFORMATION HEIGHT: 9'- 4` BAME PM. LENEWt RISERS: - 15 @ l 1/2' EACH e _ TREADS: 14 1- 10' EACH 250ci STAIR CUT DOVE! 2x12 TREAD RUN DETAIL ENTRY P NoGm PWOR. sc aLt : N.T.S. RM. a ( NOTE: SEE STAIR 13ETAIL. IXb BACK IN STRILTIPAL SHEETS FOR ADDITIONAL 2A2 STRINGER C01,15TRIETION INFORMATION.) eALCULATiON5 Isi FLOOR 1062 Ill 2nd FLOOR 1441 TOTAL LIVING AREA 2509 LANAI 0 * ENTRY 15111 OTHER 0 III GARAGE 421$ TOTAL AREA UNDER ROOF 2951 > PATIO TOTAL AREA I Y Q JmjLL O 01 O O nn rn m o m c E Y o rn m mtmp O v e w oumO X O d ti d6619N6d by. NI maR6 by.& — design whacked br: awvr dam: w- zzol sheete A2 Of N AA: I A gCEILSFANPREIDMGFT) a-.. _CE4TN5 FAN Ffd=9RlSiOPU _ i - -' / 1f I .QXQ i N I 1 f 1 D. T I. • B - • ® p t n / r ! xY--\ \\ C7_"._ —\. 1 6LIGITT ei _ 1= ;' _ - okn- g - _ I8 - -L \\ , l -- , • oPr. V !1 \., ; . i; \=c/ aPxsi . vGFIom 1 20 A ` — cflqp GFI i !ii V \ PANEL LLATERiEATER 0H - - - 6 0 e a ^ ABC DCF" Z (7 U Dlsra+a ' o x fi 95 1 TO LMTAIRS ; A/C L6E X. `\----__ EFM CPT TT15/5140UER IOXI(I r3' 6• r a i O Q L Q 4 \ did i— TV1 U) W. ICAL LEGEND' • ? _ OC L CF1" j LEILN.'a DIPI.D[ REI— 0 EXHAUST FAN GLOSET 4 DOOR V1 ®. mom DETECTOR yj y J i 1. BEDROOM;p4. m4TER PROOF REC. F &m DETEctoR MALL nowD ; l PHONE v yRaty FWLT FEG: . IELEV191CN - \ ID X 10 `` U rr K WYCH D REG © AIKTIIa[ BOX — —C j - 6 R CE0.FY=FN[lBTDJ -'E 0. DI Q - F--4 FLUORESCENT FIX \\\/// - ® - o UTRACKLK3[fFKa CEILPG FMIF'REWIRE(OPi) U 9tlRTCN 7 /- W J.: 0' 30WY !aATCN ](.0.0oD LKI[T . _ _ _ ____ _ ___ ------- 4 WAY WTQ[ POWER EUIIIQ[ ` '•\ I'' . W W' CEILPIG FDC - - RECESSED LIGHT - DOOR SELL •• \ - Y RECE'O..bEDLGNT (VAPOR PROOF) I cEa.F+s FAN F _ _ OPT. COACNL*HIT oPT. COACT IGFtTh U r. end E FGTRIGAL SCALE - 1/4" = 1-0" KITCHEN A KITCHENB SCALE-•, r 0' SCALE-'1; 4-0• OYOPT. VANRYry VANITY . TB' BATH D BATH E SCN E-'4'=r o• SCALE- h 44P INTERIOR ELEVATIONS KITCHEN C SCALE- 4i =1'-0• POWDER F41F scAL.E- u, .r-r 1 La V.TR I i/)• 1 VI' i• VTR I Vr VTR LAY I IQ• 3 11B 10 3• - r Ks. r 2• 3• 2, . m LAVIW Lr 3• r 3' 4• 25041 PLUM5IN6 RISER k 2 / 0 SER CABLE O 50 A n I' EO PANEI. 4 BARE CID. TO PPL TR)UI°i V GROLW ROD RANGE 0/ 3 M DRYER W3 W3 SMALL APP. 12n WS UGIITW. CIR Wa4 W3 1,(t ELECTRICAL SCALE = V4• = 1'-0" ENGINEERING 0" "" 01 ww a wa•-'m wooua, p an T 1 RANGE 40A LP S 10 J 1 DRYER 30A LP IV - 5 1 DISMASHER 20A Lf Q um i F NOGERATOR 20A W. - a 540. 1 DISPOSAL MA W a - _ 5M MAS VR. 20A W 600 2 T SMALL AFFLLMM I 20A W 9 D JD¢1D . 6 MUM 1 . 6A W , .. 14 600. - GARY£ DOMMEER BA W "- u Bw- 1 6 PADDLE FAT15 a&)-... SJB-TOTAL ( MAM) 30,4W - I &L IVOW WATTS AT iM IVOW WATTS AL. 3AJ00 WATTS TOTAL 3000 WATTS TOTAL LOAD MPS wn X" 6EROM Sm W Ares s 2501 ELECTRICAL RISER VIA6./150 A 4 WIRE SERVICE 4FWW2509' LINTEL'- SCHED. LINTEL ND: LENGTH TYPE COMMENTS L'I Il'74' 8F16-IH/IT ALLIED LINTEL. A-13 L 2 l' 6' - 8FI6-IBAT ALLIED LINTEL: A-5 L 3 I'-B' 8F16-IBAT ALLIED LINTEL: A-5 L'4 4'-6' 8FI6-BAT ALLIED LINTEL: A-3 L 5 l'-6' BFI6-IBAT ALLIED LINTEL: A-5 L 6 4' 6' 8F16-OBAT ALLIED LINTEL: A-3 ' L 1 4' 6' 8F16-DBAT ALLIED LINTEL: A-3 L 8 4'-6' 8F12-OBAT ALLIED LINTEL: A-3 05 REEOR AT TOP, N, REO9 ' g- V2•CLEAR y w lu Ef r F F: PAIJM WOH 61743AJf / U - UWR 05 R L VITY 3 Ctt-XnW M RJR AT TfOP7 OF DfiL-1 _CP. n- - 45 Y' —IB/ToAT8F16 13 co 8F16- IBABFIZ-IB/IT 8F8-IH/IT l„, o, NO,k4ajm J` L,T,,nn B B' NIN' MNAL WDTi NARIESI NM" R L HEIC4ff RMAR AT TOP ` a LINTEL TYPE DESIGNATION c O mmY 0 CL L4, L5 - L6 L7 c 8 PRECAST & PRESTRESSED U 'L"INTELS ` N O T E S• C C T -- , R E'T E SAFE ' LC /A n T A P L E .J 8 PRECAST & PRESTRESSED U-LINTELS TERAL ~ MATERIALS FOR GRAVITY, UPLIFT & :LATERAL'LOADS I.. ft precast lintels.= 35pp psi 2 ft Press -_ -' Irrtels = 600E psi. » » 3 ft gnDt = 300 psi wi.lnxn.n, WVe oq-egote 8 PRECAST W/ 2 RECESS DOOR U-LINTELS 4. [talcrete.masarry units CW Per ASTMLgO w/ nu m im net " calrlpresSrve Strength = 1900 PSI. 5- Retrr P-Aded.in pre wt hhtel per ASTM A615CP,50. Feld retry pn3 ASTM A615 GR40 Ir 6R60. 6; Prestressaq strlxd per ASTM:A416 9rede 210 low relOXCItIOW 1/32lore per ASTM A510. B Morro Per ASTM CZ10 type M Or S. GENERAL NUTES 1. Pravde full mortar tmd.rrd bed Jolhts, 2, Snoria Ft11ed lintels as required. 3 lnstallatnn OF lintel: must crnnply with the architectural cind/or strvctwl dlm -ings. 4. Lintels are mcruFactUred with 5- /2• :I[ng notches Ot the. Ends to accommodate.vertical cell reinforcing Drid c)rautilly, S. E. AlllintelsmeetorexceedL/360 Vtcal defff tion. except lintels IT-4' and "Er with a homirml henght Of 8' meet or exceed LA80. Witt! field rebor to tie located at the bottom r. GRAVITY LEf16TH- - . Tl' PE Bras. aim 4•-4, ( 52•) PRECAST 19f1 3753 2982 3954 4g29- 9904 6880. 1489 1821 - 344 4982 64R' A4-1 94E : IM-0 4'-6' ( 54')-PR AST 13a1, H49 nBZ. 2114 360E 4481 5315 628a r'm234R49026412Tian94MIOB'YB 5'$' (68') PRECAST 155E 20% 255b W-IS 35M 185 ' 1a' 27a2 4014 64'IZ 6516 58i4.. 6 4fi 5•-IO• hO•i PR13A5T' s - i19 ICE• u49 r2a 24EE 2BM-. 3E52 11® 209 38I1 64'12: 696 545E 6411 fi.'-$' (80') PRE AST 822 9E'1 16T7 2933 255' 3223- 3812 a522. 901. 6T1 2933 41m: 6'® 81-171 6"I 1'-6' ( 90') PRECAST 5 16i B71 R58 249 2944 3439 164 Si -. 9'-81 ( 61)-PRECAST 31 423 2- S 186 - 35 928 I4FTn 2171 2518' 95-5 28-M 5T 2" lintel 811 PRECAST W/ 2" RECESS DOOR U-LINTELS 1/3Z" diameterernrwrestareweldedtotiebottomsteel _Far . meizinumcal rnrti rl: lg . 8 Cast-n- place concrete maybe prrnnderd incomposite lintel in lieu , Of carcrete masonry Units. 9:,s>Ife. IcIad rota•c3s based on "Atonal design onalysis Per AM 318 andALT53OSAFE:. LOAD TABLE NOTES I. All values bused tin Minimum 4' becrvlg. Exception: Sole loods For unfilled inlets must be reduced try 20% if, bearing length is less than 6-1/2'. Safe toads for call recessed Inte15`d on 8' Itanlml beMilig. 2. N.R = Not Rated.. 3. Sate loads are tatat superimposed allowable load On the section specified. 4. Safe Inds bME!IJ on grade40 Or made 50 field reGar. 5.'Additfornol lateral load capacity can t>e obtoaled by the designer trl pravtEJng addiol I reinforced ma5a" above,the precast Intel,. B. One 4l rebor any -be substituted Fur two #5 rebors-n 8' lntels.anly. 1. The designer may evakrrte.concentroted loses from the safe load tables try rairulotng the IMXIMuln resisting Moment. and shear at d-cmay from the Face OF support. I f next Irnver he UPLIFT LATERAL tTN TrF 52") PRECAST Iz44 5'B 2413 326E 4iR- 4961 SBzs 932 932 izM. L9R z339 3110 4008. 485D Ya96 54') PREiAST IFR 19)l SII 321: 3112 4156 SSTt 853 853 1RZ. 1455 2240 30M 3B31 4643 5453 lT'J PRECAST 924• In2 M5 2423 3055 36B9 4325 5E1 SOr 924 It32. rw 2351 2418 35o 4 PRECAST 8%. Ir38- 1142 2352 2965 35BI 4n8 469 459 8q6 m99 1i10 228A 29f1 349-1 4IM ao•JPRECAST TO eaz i5e 2042 25Tj 30'1 3642 ti31 Im"' 11B 956 1468re 3E35 333 688 , 691FM 2153 322'I 06BB 8a9 Bat 2690351ME.-) PRECAST s33' 808rm41995Sib5335nmE9' 2b8824MGRAVITYtDfGD+ .. '>vPE_. aim Br-, 2-+8 Brn m 2'-IOY34') PR AST 23D 366 4413 fi®9 Ta26 9EE4 041Z 11-M 366 44a 6039. j. 9W4 m412 -89%- 3'-6' (42") PRECAST. 3r3B 33n 46B9 WD30 135 Sa3] 9941 230 366 44- 8 6®9 MM 9004 04U - 119M 4'-0'(48•) PR AST 2325 24% 3461 44M 5410 63M FM . 2C7 2646 446 6099 1526,. 9004 m412 11936 4'-6• (54•). PR P.ST f651 r161 . 1913 2E61 3403 4t49 4896 5644 21'm 41 n BE89 15215 91004 m4-2 68 5'-4.1F 4) t ST 11&4 I7A 001 IB09 - 231 2B25 33% 3846 1665- 2889. SIM. 6096 5900 E424 149a 5'-10"h09 pRl3^.ST 912 M0 IoSA t414 334 2'QI .. 331, 1459. 2464 4144 4431 526E 6i22 6'-0• n8') pR AST q 1255 2171 326333 3" 45M 1255 out 33961134 alris l5am 1'-6' 190) PRECAST milm29 I&IS24M 2B%m29 6Ti 2nm:- U.2-.4 66B. Sfl479'-4' ii2) PRECAST513bm491469T4821-54:.2E'1 16RQ 34VA 403E. 3n482_1122953 PRECAST>. 456445 ism10'-6YI26 658, m25. 194.:2114 3137 4 II'-4- (136•) PR AST 598. 935 r965 Asa 2355 n93' : Ols.. 598.. 935 135 M4 2MI 355 . 4E44 12'-O'j144') PR AST . 414 5a5. 864' 54 r"B9 2014 ISm 1818 5`B 864 U54 W13 ' 22l1 2832 399E 13'-4'(160') PRECAST 3E.2 4n 126 m2e 431 5 I224 lab 4B5 148 m% Ia36 i8$ Z343 2920 14'-0Y16&'). PRECAST 338 3. 919 . 1R0 1462 osi. 126E 455 lm m03 nw 2M 26F6 14e' d") NR riR flit hR wx NR NR wz 4fi5 " 131E 2045 2610.... 385 3165 I5'-4' (184") N• R wz wx wx wz- wz wx wx 420 695 125E 23W 28.17 34m IT-4' r2081PRE5 N. R NR- wZ 1R DR wx N2 3m 53] 5 950 14W 180E220E 260EFI'-4• (2327 PRE5 N.R. NR NR I* NR tiR nit Nx 240' 400 1611 109E 140E I720 203E 21' 4' (256') PRES NR NR wi w2 w2 N2 - fat IR 183 3 61O 440 134E IB0 - 21m 22'-O'(264•)PRES. NR wz wz wx wa. wx Nx 160'. 300 5 0 K B-m i R IE$E Fi10 24'-O'(288')FRE5TRE N.R. NR NR N2 f42 nit fit E. 240.: 41E 120 m30 I350 1610 C R°' ° LIFT LA U1 . s4 D- 01 p a: - C . _.. o a v 0 < a AYR 'O'. i w C 9 O IL LL s LET6TIi TYPE 8 R era- Iz 1r zrW- E- SFB,® 2--- o!BUB 2'- IOY34') PRECAST 2121 zse 401-' 53329055 2021 2021 21Z1 2184 3<IBI 99E8861- 3'-6' (42") PREiAST 2i65 22ER 3260 4Zn IR2. 1251 1251 2165 225 365 41M- 103a 481 PR9-AST IB' IB FiB'i 2BM 368Efi2454'-O• 938 938EIBl6 Fimn9a35a3Wm4'-6' (54'9F' RE[AST 166E rr2 25M 3251 40m 4B] 5525 12l 12-1 1660. 1"1dS 2435 ant 99na 4658 5406 5'-4'-•(64 I PRECAST M u64 z10 n41. 33s 400. 4646 505 SOS 1393 H31 2 . 26'10:_ 3293' 39 . 4549 5'-10'(10•i" PRECAST 12-2o r3a1 193E -. 2905 3194 3.ia5' 424-1 418 41812-12 135 MM 244r301E35834i516'-6• C189 PRECAST 141• - rt33- 225E 7169 329E-. 3512- l 881 1141 f182 16e4 2192 2EH 3M 3,62 90•) PRIJ-AST 999• 912 f415 9 4 2354 ZM 324E 59I bsl 990 m29 wr6- Fml 23i n91 .: 3245 9•-4' (112')'PRMAST Bar s z 960 1269 156E 1852 2N4 454 630.'coo: 801 IFU is50 Rio" 2n1'. 2634 10•-6'(126') PRFiAST 116• 498 193. 1021 126n W 6.: n3 396 493 116. 6N m39': 1389 nil 2[134., - 2359 11'-4' (136°) PRECAST 666• 439 6% 899 Imo 809 I515 363 556 666 535.• 9 129.5 ..:;1595 1i396 2198 12'-0Y144') PRECA5T fiEl• 400' Ea 816 nil 11815 1312 340 494 w.. a) J '. Q O JI 63-' 486 file RE9:... L514. I199. 1E•-4'(IF-0') PREF- AST sin•. 34CISW 686: 841 991 a53.. 3O2 398 513 4E9' GB2 m4 661 1631 I391 14'-OY168') PRECAST 458• 36 443 63a 718 922 m65 286 360 548 318 629 922 U54 61 ' IB1a D16% PRES 243 2% 4! A Sin 124 851 Yin NR 1 243 352 552 B52 H56 149r r142 I5•-4' (164') PR ESTR[ 228 2-18' 43a:" 553 • 5- n BM - 925 . N:R E121. 225 329 542 Tin Id12 I3&- 1616' n'-4'(2DB )PRES7hE55E n88. 236 361 464- Yl 610 TI4 NR. 255 IBB 216 449 649 B14 n21 EI89 W'-4' (232') PRES I65 Sin 313" 401 490 s18. M-I NR. 204 165 239 383 550 136 940 1160 ZI'-4' (2567 PRESTR N. R n2 142 212- 336 635 Bal 993 22'-0T264-)PREST 140. I80 268 311 418 49-9 558 N.R 161 n31 M 322 451 SM T11 941 24'-0(288')PRr57RE55E 12l 124 I65 186 244 290 3R ., 408 38E 538 44l 95 833 NR 135 PGnIIF F \/ AI IIF RY 7S9FFfi2 F-PAT 4fl FIFI_I7 REBAR 8, Fur cant Is lintel heiTts not Shown, usesafe. on d rom - - 9. All safe Iaads in units of pounds per linear foot, *REIDJCE VALUE BY 15% FOR .GRADE" 40 FIELD REBAR- z ALLIED LINTEL TABLES NOTES: y MATERIALS 4 INSTALLATION1. rebor 0 precast Intel GR60 per. ASTM A615 - 2. rab r In poured team 6R40 per ASTM AB15 3. F'cfar precast lintels = 4000psr 4. Ft far field concrete = 3000psi 5. concrete rruasery wilts per ASTM C-90 mortar per ASTM C210 type M or acalculafmtls try: Rrcnoi 0. W- win n. P.E., Riddle -Newman Engineering Inc. 1. stare all -composite Intel5 4' OL. 8. all r_amposrte beams cakuloted with 1*5 int0 9. safe P Iof reinmdsbosedofnn omol'8' bearing 4';mnmurtd. 10. allloots stlown in pounds per Ineor foot II. for "thes not fisted use next longer lengo for safe lood FIELD RE13AR J ' 5 GR 40 m Q CONCRETE FILL tE Q FIELD RHSARli Big Oa N W o s E flit C ' 5GR 40 ALLIED GRAVITY SAFE LOAD TABLE FOR 8" CONCRETE " U" LINTELS LINTEL NO. LENGTH 8"x8" UNFILLED 8"x8" FILLED 8"X12" FILLED B"X16' FILLED a"X20" FLLED 8" X24' FILLED : 8"x28": FILLED .. 8"x32" FILLED A-1 2'10• 6549 B251 1012S1200o 12000 1200E 12000 12000 A 3'6' 3838 3858 523-1 8552., 11440 -. 12000 1200E 12000 A-3 46" 2081 1914 3361 4616 6186 1269 8601 9924 A-4 5110" 1128- 1080 1810 2483 E336 3913 4631 A-5 IV 902. 1056 1844 2542 E1294 4029 4190' 5522 A-Ei 9'4• 556 696 1112 1534 1994 2435 2902 3346 A-1 tob, 439 483 841 1110 1522 1851 2211 2556 A-8 IM' 902 612 - 112 5 153E 2002-T 2455 2931 3389 A-9 12'8• 421 488 900 1224 1504 1 1968 2350 2121 A-10 13'4• 393 419 114 1053: 1381 1692 2024 2341 A-11 14U' 342 S-B I E19CI 1 938 1233 1510 1808 2091 A-12 14'8• 308:- 334 618 842 I108 052 1624 1819 A-13 I-V4• 212 285 4m 611 808 988 1188 138E A-14 19'4' 250 395 496 850 1 1138 1408 1598 1980 A-15 20U' 1 225 365 419 184 1 1052 1300 1510 1831 ALLIED UPLIFT AND LATERAL SAFE LOADS FOR 8" CONCRETE "U" LINTELS LINTEL NO. ENGTH 8"x8' UNFILLED a"Xs" FILLED 8"x12" FILLED IB-XI ' FILLED 8-X2D"rFILLED FILLED' B"X2E" FILLED- 8• X32" FILLED LATERAL LOAD 8X8 FILLED A -I. 2'16"..: 37 r331509194 IQOOo I000 Io nil to00008A-2 36• 1835 1816 544510000 foo0 loo00 1000o2592A-3 45' -' IO18--.. IoSt -. 4224 590E 820E I0000 11415A-45'IO' 515 603 2380 3319 430E 61661848TinA-S 15' 345 IM 1421 Fn8 2552 356-1 450E G6t A-6 9'4' 228 252 934 1296 1665 705E 2542 423 ' A-1 10b, 185 2119, 156 104E 1341 1662 2025 2341 329 A-8 II'4'. 303 333' 652 911 1110 1452 1151 ' 2028 - 451 A-9 128' 241 252 file 160 991 1232 14Fri I6 351 A-10 13.4• 253 253 510 lO3-_ 892 1109 1303 1 320 A-11 1413'- 225 324 413 652 824 r 1028 II I-29,41 385 288 A-12 14'8' Ftl 218 442.. 6O9 169. 955 06 - 262 A-13 n14'-.- 145 253>:. 351- 483 - 6O5 155 lm A-14 19'4' 184 2t4 306 1 429' S25 651 13 A -IS 211U" n4 203 296 1 405 504 fii0 198 ` e r APID N i-rrrzee eorran EPDXIED TO BOND BEAM W( 5/8• DIA THREADED ROD W/ 6• MINIMUM EMBEDMENT ROOF TRUSS LAYOUT 'A' N.T.S. l/16• osJ3. SHEATHING 2X4 WD. 6TUDS e W o.C. 2X4 BOTTOM PLATE 3/4• PLYWOOD 2X4 BAND. BOARD' i 74 OO1 G2 TRUSS T MSS PLAN U BLOCK IWW1.5 BAR STRAP TIE • EYERY:9ird ETUD CONNECTOG FLOOR TRUSS TO 2nd FLOOR STUD . F $LOCK TO 2ND. STORY STRAPPING I 3 mTwS 0 0) LL LL LL LL LL LL LL oE r X 9 1 IV p My . g v s n' c 8 tOii u m J co 3 a; W LL _ (n 0 Q 0 W J J LL m Q 1 1 24- D/C FT4 E 88 @ 24' D/L ills O(C. ills J: w FLOOR TRUSS LAYOUT ' A' 8c ' B' N.T.S. NOTE, 1) USE (U CTYPE •• (OR INTERCHANGABLE 11E) FOR TFAMS TO FRAMEWOALLRBEAMCONNECTIONUNLESSNOTEDOTHERWSE (UNOJ 2) USE (U TYPE •A• (OR INTERGAAW.ABLE TIE) FOR TRW% TO BLOCK WALL CONNECTION (UNOJ 3) USE E""S-N (OR INTERCHANGEABLE TIE.FOR ALL JOIST 904GER Cv' MIECTIONS (LIN0) 4) USE (3) *d OR (3) J31 x 3 1/4• PASELODE GUN NAIL TO FASTEN JACK 10 HIF GIRDER: (T6B) S) GABIE.Tp158E6 REQUIRE CU TYPE •.4` OR (V TYPE •C• STRAP AT 4W O/C FROM CENTER OF TFal88- 6) ALL STUDS -,BELOW GIRDER TRUSSES $HALL BE EITI-ER CONHECTED m/: 89'P90148P4 STRAPS; TOP AND BOTTOM: 04 ADDRION TO OTHER - TR. 4Pf; 0Y-sO1N PLANS:.t9B'IILARLY. ,4X.4 POSTS REQIR2E :(2)-81 4We ON _ EACH END 4XG-P08T8 f C.YIIRE--Z3)-5?4'e _Qt EAA END. V BOTTOM-N,4LF OF T1T'' W Tfd18.. 9TRs1P'' SHALL BE EM-ER NEATLY QN APPED UNDER DOUBLE TOP PLATE OR NEATLY FASTENED TO VERTICAL STUD OR POST DEPENDING ON ALrtMENT OF GIRDER AND STUDS OR POST BELOW. SEE POST STRAPPPIG CN It AND 2nd`FLR PLANS PNEUMATIC EQUIVALENT MAY BE SUBSTITUTED FOR - HAND MAIL DESIGNATIONS, NAIL VALUE& BASED GN'NATIONAL DESM" SPECIFICATIONS FOR OXJOD CCNSTRLCTION FROM TABLE 82c-'NAIL:S AND SPINS - - LATERdL LOAD DEWG3N VALUES' . NAIL SWEAR VALVE (0mJ Sd 1®3• 1® d 125- d W9• ilop 6 i i i i S IS I! i HELD BACK 1" 16 S 0 It if 04 t a arc:-:.. arrnec ENGINEERING' M» 771-s00.7: - cM7e (W» 774=8477 P. Q I M 161513 ILMWOME SP101G5. R 32716 7140 S J. NOGPE/ 4nI9 de*pp d by. nl drawrtbY-door desiIFr dleclaed.by: aww de1c:01. 22-01 r Sheet: E B 9, 2004 A6-A i a';` L' BRACN REMM.I.El i8 STIM SPAONS m V BRALE N 2x4 V BRACE 2) 2x4 L'BRACE V BRACE 151, 0'-0" - 4'-5" 4'-5" - 8'-0" 8'-0- - II'-5- U'-0".- I5-fi' 24• O'-0" - 4'-0' 4'-0" - FY-10" fi'-ICI" = 8'-IO" 8'-10". - 12'-8" 2x4 LEDGER TO MATCH BOTTOM jUt— 2x4 BLOCKING a 48" OL. CHORD SLOPE OF SCISSOR TRUSS ATTACH TO WEBS WITH CLUSTERS ,}---'L•. BRACE - OF (2) Wd NAILS / R ATTACW UY I0d NAILS NOTE: 'L• BRACE MUST.ExrEND-AT LEAST W% OF WEB LEN61-IT GABLE TFaSS SMPSON A35 a 3'-0' O.C. pgg OR GABLE TRUSS WEB SECTION _ DOUBLE 1.' BRACE DETAIL OR BETTER x2x4SPRUCE LATERAL 5 a 4' -V Or- ATTACH (2) V d TOENAILS STRAP TIFF 'D• 148• O;C> d NAILS 2x4 LEDGER TO MATCH BOTTOM- CHORD SLOPE OF SCISSOR TRESS 2x4 BLOCKING • 401 OL. I0d NAILS 4 4' O.G. ATTACH TO WEBS UATN CLUSTERS.- 2) 10d NAILS L. BRACE OF ATTAp4D W7 l0d HAILS 2x4 DRYWALL NAILER e.4" OTC, TYPICAL DOUBLE 2x4 TOP PLATE TYPICAL GABLE ATTACHMENT GABLE TRUSS WEB TO WOOD FRAMING END WALL SECTIONNOTE: THIS INSTALLATION IS IN ADDITION TOC L• BRACE DETAIL BRACING RECUIREMENTS OF TRUSS MANUFACTURER SINGLE ROOF SHEATHING OVER TRUSSES SEE NAILING ZONES) BACIO"L UV (2)16d NAILS — BAY-2 BAY- WOOD Tid188E8 e 24" O.G. T/1b" OSB L' BRACE TO EXTEND AT LEAST OR CDX W% OF WEB LENGTH (SEE TABLE) 2.4 DIAL BRACE • 48. O.C. W/ (4) 10d NAILS a EA END e FIRST TWO BAYS GABLE TRUSS E---STRAP TYPE 'D• . 4S" OLJ 10d NAILS 4' OiC. 10d NAILS a 4" OL, 2x4 PANEL BLOCKING a 4S• OL. FOR THE (2) ROWS OF TRU"w. - OyERLAP S EATWING W) FROM EA, END TYPICAL 12" MM. SPLICE - ATTACHED UV (2) ISd TOENAILS GYPSUI WALL BO 991POOK 'A35' AT 3'-0' Ojr- 2x4 STUDS VV Oj::. UV 2.4 BLOCKNG a MID SPAN 2x4 DRYWALL NAI WOOD FRAMING WALL) DOUBLE 2x T PLATE SECTION A GABLE END: BRACING DETAIL WIND SPEED 100 MPH, MEAN WALL Wbaw UP TO 30'-0" RRIC ENGINEERING 407) 774-WO nice (40» naMn IA wx 1e1e13 IMMM E SPMICS, F< 3M6 TIQI 4 mental p" 4 m9 W I:a x ul o Y9 0 ` a c U t O`atL Q Z U) O Q cl J Z W W , LLI J J_ Q Q W o E Q' its W t 0 H o fillL0is a 1 eMsiana erx. se.egr.. by' FA cl a-15r. dmYv desi checked 15r eww ddc.m-224M sheet 42004 A6-A.1 p 2" W/ 10-mw NAILO WALL STIRS 4 HEADER : ROOF FRAMING MEMBER L 7E, F A BLOOD DIAPHRAGM ZONE IS CALLED FOR ON ROOF - 2x4 BLOQCNG • ALL PLYWOOD PANEL ED GEB a r aaaav• Ti SEE CONNECTOR CHART SCHEDULE FOR TRUSS PLAN FTdOYIDE NAILS • 4. OJ :FOR BLOCKED DIAPHRAGM ZONE STRAPS) 8d NAILS AT 6' O.C, OR ad NAILS AT 4. OiG OR E01ALIVALENT DOUBLE TOP PLATE EGLIALIVALENT PNIIEMATIC FN{FU'IATIC NAIL AT NAIL AT S1F't>ORTED EDGES StPPORTED EDGES AND 1/I6' Ow OR CDX AND BLOCKING AND 12. OL. 7Y 12" O C, FIELD FOR OTHER EXTERIOR SHEATHING FIELD FOR SHADED AREAS AREAS OF ROOF NAILED W/ 10d GALV. S ANDOF ROOF4OD. EDGE Q" OL. FIELD 2.4 PT. WALL STUD W/ 3).V2' DIA .ANCHOR BOLTS TO BLOCK J Q V2' DIA x 8' ANCHOR BOLTS EMBED 6• MN - 1A6' 050 SHEATHING OR V21 CDX TYP. 0 INTO FOUNDATION W1 252SN8• WASHERS, . LOCATED WITHIN 6. OF EACH END AND 32' o`. RSN ROOF SHEATHING NAILING Q" Ul/ D-L0d NAILS •BOTTOM MAX. ELSEWHERE OF WALL 4 HEADER bTUD 2x4 P.T. BOTTOM PLATE PATERN DETAIL U' STRAP EVERY OTHER STUD° TYPICAL FRAMING AND CONNECTION5 FOR 0F'ENINr35 FLOOR FRAMING BLOCKING REGLUIRED: PROVIDE 2X4 BLOCKING IN THE SHOU.N d, 24" O/G) FIRST THREE FRAMING SPACES AT 48' OL. REMAINDER TO BE BLOCKED AT SW O.C. OR RAT RBN- FASTENING: FASTEN FLOOR SHEATHING TO FRAMUNG W/ WITH Tad COI-P1ON5 OR 8d HOT DIPPED GALVANIZED NAILS AT THE FOLLOWING SPACING: 1) 6. ON CENTER AT ALL PANEL EDGE FRAMING 2) 12" ON CENTER AT ALL INTERMEDIATE FRAMING L BLOCKING s 48" O/C MAX. IN FIRST THREE FRAMING SPACES 4 96" O.C. THEREFORE FLOOR BRACING AT ENDWALLS 2 SUTRAPPED AB BHOUIN ON TRUSS LAYOUT 2) 2X. TOP PLATE DEL. 2X8 HEADER STRAP FOR 4'-6' MAX. OPENING, DBL 2XIO TTIEpYP. HEADER FOR 5' 5- MAx OPENING UN.O. 2X- BLOCKING AT MID -SPAN INT. DOOR OPENING IS' O.C. STUD SPACING FOR INT. Bf3"G. FRAME WALL Q PLATE ANCHOR EVERY COB, EVERY OTHER STUD (TYP) EXPANSION BOLT ANCHORAGE 24. OL. FRAMING & STRAPPING INTER. BRG. WALL O DOOR IBWD WOOD TRUSS STRAPPED AS T LAYOUT LIMITING HEIGHTS , 2-2x4 tOP EXTERIOR e2 STUDS PLATE SIZE SLUR MATERIAL 10C SPACM HAX HUT. T DLMU 2' X 4-SPRUCE, FlR.24. 0/-- 2* X 4• SPRUCE, FIRI&- OAO OG Y X 4' SPRUCE. FIR 12. O/C U`-8' T- 0. EOTHER 2" X 4' SOUTHERN PIE 24. O/C 2- X 4' SOUTHERN PINE 16. O/C Ir-0' EVERY STUD (TYR STUD 4. 80UTHEF3N PINE 12" O/C I BOTTOM) 2" X CMU WALL TY - IITRAPPEEDD AS SHOWN ON TRUSS LAYOUT 2x- BLOGKIG AT MVSPAN 16. OL. STUD SPACING FOR INT. BRG. FRAME WALL - @PLATE ANCHOR EVERY STUDOTHER YRP H BOTTOM) V2• X8• EXP. BOLTS • i KW 32. O.G- FRAMIN & STRAPPING KNEEWALL OVER CMU 4•_ V" . cw EXTERIOR WALL SHEATHING NAILING PATTERN DETAIL P. T. 2X6 WV V2' DIAM 'J" BC D(TYP) BOLT9.4e".hAx W, TR1SS 7 BEARNC3 2X4 FitER P.T. 2X6 UV IR" DAM. •J' BOLTS 48• MAX. W/ 6' MPL EMBED. ( TYPJ GENERAL NOTE 5 GENERAL = t LIVE LOADS: ROOF: 20pefFLOOR 40pef .STAIR 40pe1 2. WIND SPEED Vftph 3.e gmt- 3. ALL WORK TO BE N ACCORDANCE WITIN THE FBC. 2001 CHAPTER W. 4. ONLY WRITTEN CHANGES APPROVED BY THE ENGREER SHALL BE PERMITTED. GONGRETE T L ALL WORK TO BE N STRICT ACCORDANCE WITH THE ACI 318 2. MIX DESIGN CRITERIA ALL CONCREM TYPE I PORTLN D C9"IINT. CASTM C 60I COMpRESSVE STRENGTH • 28 PAYS.69ALL BE 2500 psi FOR v7w S AND 3000 pei ELSEWHERE (UDN). IEM RATIO BYWEGHT FOLLOWS:NON-AIRAIR. FNTR,ANEDENTRAINED ObC TE 024CRETE . 3000 058 0A6 SLUMP -SLAB CN GRADE 5' - OTHER 5. WATER- POTABLE - CHLORIDE - NAME . 3. PROVIDE NOR11AL WEGHt AGGREGATES N COMPLIANCE WITH THE REQUIREMENTS . OF ASTM C 33. A. FIBERMESH FOR SLAB TO BE AT A RATIO OF .15 LB51YARD. FOUNDATIONS = L FOOYUW- DESGN BASED ON MINIMUM ALLOWABLE SOIL BEARING PfEEBSURE OF 2000 per. 2. IF FOOTING ELEVATION OCCURS N D18TURBEDUNSTABLE OR UNSUITABLE TIE.BNGNEE' R SHALL BE NOTIFIED AND NECESSARY AD.IUSTYENT5 BE MADE PER HIS NSTMiCTIONB. 3. PREPARATION OF THE eUI3GRADE TO FOLLOW RECOMMENDATIONS AS OUTLINED N THE CEOTEO MCAL REPORT. SOIL, 4. STEPS N WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (1) VERTICAL TO (2) HORIZONTAL S. CAUTION EXISTING STRUCBETURES URES TAVOIWHENDOPERATING E RISKOFVIBRATORYAMAGETOO THESTON EQUIPMENT NEAR IRUCTURE. j L DESICd, MATERIAL ATID WORIQ'IANSHIC SHALL BE N ACCORDANCE WITH THE AGI STANDARD - 12 J-ll--L- BUILDING CODE. REOUR2£MENTS FOR CONCRETE MASONRY STRUCTURES ACI 530/ACM 530.1 2. CELLS NDICATED TO BE FILLED SHALL BE GROUTED WITH 3000 pet CONCRETE. (8' TO 10" SLUMP) DETAIL: TYPICAL JAMB FASTENING 3. PROVIDE 25•LAP FOR STEEL • ALL LOCATIONS. OVERHEAD GARAGE DOOR 4. ALL CELLS ADJACENT TO CORERS, END OF SHEAR WALLS AND UNDER CONCENTRATED LOADS SCALE: KTS. SHALL CONTAIN VERTICAL REINFORCING AND SHALL BE FILLED WITH CONCRETE. S. CONCRETE BLOCKS SHALLCONFORM To CONFORTO ASTM C-50 (28 DAY STRENGTH 2000 peU.(f'm=1500 peU, LAID IN RIMING BOND. 6. MORTAR SHALL BE TYPE N. - m 1. ALL RE-5AR5 SHALL BE GRADE 40 UNLESS UN.O. 4ESE RECIUIREMFJNTS APPLY - HEN WINDOW/ DOOR MOOD = - - AMUFACTURER' S FASTENING - - ETHOO 15 NOT SPECIFIED. L ALL WOOD FRAMING AND PRE-ENGINEERED WOOD TRUSSES 8HALL BE DESGNED, DETAILED, AND FABRICATED IN ACCORDANCE WITH THEPROCEDURESANDREQUIREMENTSOUTLINEDNTHELATESTEDITIONOFTHENATIONALDESIGN. SPECIFICATIONS FOR WOOD CCNSTRUCTION. 2 THE WOOD TRUSSES 69ALL BE SIZED AND DETAILED TO FIT THE DIMENSIONS AND LOADS INDICATED. ALL pE51GN SHALL BE INACCORDANCEWITHALLOWABLEVALUESANDSECTIONPROPERTIESIrrSFORWRJDOWS .A)dD DOORS ASSIGNED AND APPROVED BY THE BUILDING CODE. DESIGN CALCULATIONS SIGNED AND SEALED BY FR U( BL A LICENSED PROFESSIONAL ENGINEER ARE TO BE SUBMITTED TO THE ENGINEER FOR APPROVAL- L) SEE MANUFACTURERS INSTALLATION 3. PE BRIDGING BRIDGING PERPENDICULAR TO THE 6PAN OF THE TRUSSEb SHALL BE FT20NDED A5 INSTRUCTIONS. M=1RED BY THE TRUSS MANIUFACTURER-TRUSS MANUFACTURER SHALL PROVIDE STATEMENT THAT 2J ALL WINDOW. SHIMS MUST BE FULL BOTTOM CHORD OF ROOF TRUSSES ARE BRACED DURING UPLIFT CONDITION. WIDTH OF SASH. 2X BUCKS FOR WINDODU' AND DOORS 4. FOR 87 RUGTURAL LUMBER PROVIDE THE FOLLOWING GRADE AND SPECIES: SOUTHERN PINE SUf ACE5 DRYUSED. AT M MAX M C. GRADE NO2 OR SPRUCE PINE FIR INSTALL 3/I6' DIAMETER SELF TAPPING SOUTH GRADE NO2 CONC. ANCHORS EIGHT (a) INCHES MAX. 5. PROVIDE GALVANIZED METAL HANGERS AND FRAMING ANCHORS OF THE SIZE AND TYPE FROM ENDS AND 24. ONCENTERMAXRECOMMENDEDBYTHEMANUFACTURERFOREACHUSEINCLUDINGRECOMMENDEDNAILS. (MGHES III/ 1 1/4' MIN. EMBED. INTO BLOCK CONNECTORS OR. EQUIVALENT) FASTEN WINpOW)pOOR TO PTBUCKSPERMAMFACTURERSINSTALLATION6. ALL 5MTS USED FOR WOOD CONSTRUCTION SHALL BE A MNMU1 OF 1/2• DIAT'IETER AND 6• N INSTRUCTIONS. LENGTH (ASTM A-301) WITH MN. I V2• DIArt WASHER UND- O ALL WINDOW SMMS MUST BE FULL WIDTH OF $ASH. 1_ PROVIDE FRAMM MEMBERS OF SIZES AND OF SPAaWS SHOWN, OR IF NOT SHOWN, COMPLY WITH LIMITING STUD HEIGHTS CHART, DONOTSPLICESTRUCTURALMEMBERSBETWEENSUPPORTS. TYPICAL BLOCK OPENING DETAIL 8. ANCHOR AND SHOOK ID NAILING AS AND TOCOMPLYWITHTHE RECONMEtNDED NAILING SCHEDUL E FROM FOR PT BUCK FASTENING AND 35 P5F RATNG) (11/20/03) THE STANDARD BUILDING OODE, LATEST EDITION. S, ROOF 8HEATHING: . ILOHAILS AISINO 1/16" 055 OR 1/2" CDXTAILT,OLSEE DRAWCS FOR NAILING PATTERNS. PRE ENGINEEREDIr _ WOOL FLOOR TRLt55 _ E 24' Or- ------- -2 DETAIL VERIFICATION OF FIELD CONDITIONS DOL93tJ: L CONTRACTOR 9FLAL1_ VERIFY ALL FIELD CONDITIONS AND DIMENSIONS RELATIVE TO SAtE. WHERE tOP PLATET?E ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND DATA PRESENTED N THE DRAWINGS, SUCH CONpITION&SHALL BE CALLED TO THE ARCHITECT'$ ATTENTION AND NECESSARY ADJUSTMENTS MADE PER µtS'M9TRJCTICNS - 2. FOR ANC IOR BOLTS USE H GHES OR EQUNALENT (A-36 OR A-301 STEEL) - 2X- BLOCKING 3. PROVIDE 2X4-BLOCKING ON ALL BIDES OF THE RIDGE VENTS WrTH 8d NAILS AT 4. ON CENTER AT MDSPAN - aO MAX_ I vI O1i_ SPACING FFFRAINT E; ME WALL I F AMINO STRAPPING IN BEARINGWALL2X P. T. BOTTOM PLATE - EXPANSION BOLT 32' O.G. I 4c' Lis 3 g Eo a w Orye rrA A 0.. a u O ` f Ii i IN p» ns- emG o0e (wA) n« eanmin dab: 01. -01 2 •n amI ,sass Gtnemrr,c a mIa now i wtoQal 4 » Sheet 1S1 TOENAIL FLOOR 7 TO TOP } PLATE W/ ID FENNY O HAULS,T14 - i ^ A ON ONE SIDE, CUON THE OTHER - lT,, INTERIORBEARINGWALLW/ NO UPLIFT III C3421HE OSE1 _-+IEATI41,k. CA41 24"O C. FLOOR PA- EJU.T. wLL 2x4 C40NT#,IUOUS 2_2X4 . 'b N pI ZwO/C "TOPPLATE 1/16* 0513 101 A C, in. -11 - - - — z CH EA SIDE CTYP.) 2-2x4 CD clTOPPLATE 0 COX E OR X SADDLE FROME 2X4 SIA&"065 2x4 BLOCKING T I&- O1r_UDSOR V2"CE>)(- Lu 3: CONT- 2X4 HAL— EA SIDE (TYPJ PROVIDE MCKETOCKrW. 2X4DtSADDLECRICKETTOEACHTRUSSE 2x4 BL BRACE MATCHROOFI-Et W/4 2X4 STUDe' 10d NAJILS EA lo 2X4 P.T. DOT. PLA 14 \ Clow. 7X4 NAIL TO EACH J- BOLTS '0 MEMBER OC TRUSS EA SIDE (TYP.) AS SHOWNZ. -a Rrz 24" O.C.TRAP EA WE ROOF TRUSS P.: 0.: STUDUv_B_ 0 GABLE T HURRfC, 4?,IE cT_vvL___ F. GNIF7 t-) T1 JWT. CUP TO Tot, WALL C a BOT. PLATE Oil u 0 EC cf stcft C . CM WALL _j 1/ 16, SOLID M WAL ROOF TRUSS r. OSB OR in, COX FRAMING CH N THRU CHIMNEYCHyINTFRI0R CHIMNEYSADDLE CRICKET WALL SECTION Q FRONT ELEVATION SIDE CHIMNEY TYF. DETAIL INTERIORICpELEVATION _j DETAILSCHIMNEY -DETAIL EXTERIOR CHIMNEY DETAILS EXTERIOR - cn CONNECTION 4 In' 3/4" FLOOR SF EATWI 2x STUDS -v" Oa w w NOTE: jSU1 V2 SPACWL0A4 . CLEAR 17 RNMATERIALS. THE SLIM OF TWO RISERS w Z/ AND ONETREAD. EXCLUSIVE r"% OF THE PROJECTION OF C) NOSING, $14ALL BE NO I ESS 2XI2 TREAD THAN 24' NOR EXCEED 25* w I Ife NOTE, SEE FLOOR LL_ z HARDWOOD PLANFORHANDRAIL1/8' TO 1/2' GAP TYR wi TREAD DEFT" 13 11100D FLR_ 1 3/4' Fj DOR SWE, 1:414ING w 11114111A #-- TRUSSES 'a MAX. = F U) METAL DRACKETS_13 #-- 2XI2 ft IX& a 36" O. C. 2xI2 STAIR 5TRIWuER Uj -1 kD rLATr LU U_ ING I al 2> 112 2X& p NOSING MAX. S 1/2" t m T. DETAIL- w Lu IX& RISER 153AC-KING - A Uj 2X LEDGER X fL D STAIR TREAD tu 5: 2XFIREetocK 4 WALL- - lu LU2XI2STRINGERFASTENEDisBOTTOM4WEDGED TOENAILED INTO 2-2XI0' 2x STUD WA L DM FIR WIRT 130AFU> — I T PWTD WALL I ,,, 2A2 STAIR ATOP 2X STUDS .16. O. C. ills, UP AT STAIRS 2XI2 TF;EAD,,STRINGER STRIN RISERS DRYWALL AND ]]:PT2x STUD D WALL TIFICAL &INGLEC) NSTALLATip 2X4 STRINGER RUN STAIR L0 1) E TAI L. LEDGER 11.eoArm P.T. 2><4 NAILER P.T.P.T.2X4 T11E. HANDRAILX---OEE PLAN---J' 2x4 NAILER ........... ---------------------------------- c\1 0.01, _ j TO WALL DETAIL: STAIR TREAD WALL STAIR AND LANDING DETAIL fig WLFT 0 OF HT$ I& MRIOdNAILS MIKOOF3Ab* THE MISSEDFILLED CELLS CAN BE REPAIRED 13Y,CiROUT ING. ?V 5 REBAR (SEE EPDXY 0 FROM TRIM STRAPS TO PEALT. TAPCO95 TO CM OEFOXY PERTIES AND SMCFt--ATIONS ' CONCRESI'VE PR KARFACTURER SHP-") EACHSTRAP) EACH STRAP) LIQUID LPL OR EcWtVALENT ') INTO BOND BEAM AND INTO THE FOOTW. FOR ALL FILLED CELLS WIL/wam I 1 4 SHOWN ONPLANSEXITNOTFILLEDINTHEFIELDPROVIDE6'MK EMBED. AND 3/4'1 HOLE INTO I 1 407) 77 9003 FAX: (407) 774-8477 lift 132-1460 2 14IFAN "A' STRAP 16 MISPLACED OR FOFr&OTTEN AFTER THE OF THE IEI TUTE. A=OP M. SUBSFOREACHHISSED "A* STRAP CTYP UONJ PLEASE SECURE EACA4 MTS* STRAP FICILLOW4S THE ATTACRED,TAIBLE AND ACCORDING TO 1HIE.UPLIPT SHOWN FROM THE TIMM I INSTALL ALL T am - 0' tilpL EMBED. PRE-ENGINEERED UbOD TFJ. 156 PROADE 20 Ga. CzALY. FLAS"ING. FOR TRUSS TO SIT ON DON- BE— , __ — F- TOP OF BOND BEAM BOND BE.AM W/ 1) -1: CONT. SPLICES ( TYFJ 24 5 AT 45" 01C. 124' TEL;Z% 71=C.T 517E PRWDE (1) 15 AT 40" O.C. vERT. AND ( 2) -5 BELOW EA POST (1) - 5 C4 NT. LOCATION FILL ALL CELLS UT14,2500 PS4 PROVIDE OPEN X CCNC. ALTERNATE tu MEAD JT. AT 49- -4 HOOKS IN FND. Or — FOR WEEPS 1—iFROM BOX 161613 &TAMONTESPRMS. F1 32716 P-0 rvm-SJ. ANDUWN PEI 4MI9 2) SIMPSON T922 (243Mb. max UPLIFT) or 61FVER (2) WUC HES FZT22112 (21B30Lb. max UPLIFT) or 2) SEMICO AC)5- 2 (3412Lb. max UPLIFT) errii LINTEL BEAM 11V ( 1) - 5 CHU FILLED cFL, -is 1 IV CMU WALL- VERTICAL 1) VERTICAL6 j SLOPINGBIVLACEEXTERIOR SIDE a. CHU V.RADE AWAI OF WALL DURING HOUSE GOMPACTICN Or THIS AREA 415'O.C. 2X4 POST SEE DOUBLET FILM FOR QUANTtTY PLATEE f de sigmdby -A d— by. d- ATTACH TAPOONS p EVERY OTHER HOLE EPDXY GROUT 5FM54R . . INTO FOOTING. AND BOND: BEAM 11,1161 MIN. EMBED TOP Or FOOTrR 4)- 5 3' c3jz C-Ov.• CONT. AS ALL RE5AR (TYF9. Swom 9. HIrti LuLF_ chodod b) r I dal. 01-M- M sheet NOTE. TAFIC,o* IS SHOULD BE INSTALLED IN STRICT ACCORDANCE WITH THE fl,IANUFACTURE" RE00MMENDATIONS NOTE_ EPDXY GROUT SHOULD BE MSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMME1,11DATIONS. RET INING WALL AT PATIO RW NOTE, BRACE 540E OF - 1-1 ADEQUATELY DURW. COMPACTION FOR PATIO SLAB LEAVE BRACES DETAIL for (2r-%G SUBSTITUTION I —A S2 MISSED "A" STRAP DETAIL MS MISSED FlLLED CELL DETAIL IN PLACE FOR, -DAYS AFTER PATIO SLAB M POURED E "'l Of HANDRAIL TO HAVE A CIRCULAR GROSS SECTION DIAMETER BETWEEN 1 1/2" TO 2", OR TO PROVIDE GKO55 SECTION WITH EQUIVALENT O GRA51FA5ILITY PERFORMANCE REFER TO FLOOR PLAN FOR STAIR SECTION SPECIFIC TO THIS MODEL W SUM OF (2) RISERS r PLUS (1) TREAD MUST 2XI2 STRINGERS AT SIDES d CENTER EQUAL 24" TO 25" OF STAIRS W/ 2X4 SPACER AT SIDEWALLS. ATTACH SPACER TO EACH STUD WITH (2)I0d NAILS. Z 3/4" SUB -FLOOR 1 C3 FLOOR TRU55 2X8 STAIR LEDGER CONNECTED u IX RISER TO FLOOR TRU55 WITH IOd NAILS ®6" O.G. 2XI2 T ATTACH EACH 2XI2 5TRINGER TO d3 LEDGER WITH (2)I&d NAILS THRU M m LEDGER INTO STRINGER AND (2)I0d NAILS TOE -NAILED ON EACH SIDE t1 ATTA H RISER TO EACH O X STRIN ER W/(3)8d NAILS ATTACH TREAD TO EACH STRINGER W/ (3)IOd NAILS TOTAL STAIR RUN MIN TREAD = Q" EXCLUSIVE OF NOSING T(FIGAL 5TAIR CON5` RUCTION DETAIL i ills till gas N W 0 g s lift deed by. rd draim by. J—design dKdted blr. aww ' dahr 01-72-01 Stlet; FEB 1 2 04 S2.1 Of IIIIIIIIIIIIIIIM ZX4 BLOCKING • 24.OLc r/— VAPORTYP. LATERAL StA'PORiTRUROOFBOR`ROOF TRki5 TOP OF FRAME WAl-L ''nnTRU55FI= (2) 12d NAILS -O ROOFTRUSSES)VJTRUSSLAYOUT6FELTOVERGB2)12d NA48 (TYPJT/16.O.BB. oTwEF UNLE55OTHERWISENOTED U2" DRYUYI!-L - 2X TOP PLATEWOODTRUSSESONBOORPI.Aid -/ •(Y 32" O/CSTRAPPEDAS . DALR-II BATT INSULATIONSNOUNON' TRUSS LAYOUT TYPICAL STUCCOS 2_ STRAF TIES /S•. BTUCCO OVER METAL LATHw DQ-P.-T. OVER Dc8 FINISH (ALTER'IATE OVER 6• FELT OVER OSB. CDR OVER 2X6R!5 CEDAR FINISH) (ONE EAGH'SIDE). • TOP OF FRAME WALL3/S" RGH. 6AWN PINE. .SUBFASCIADRIIIALLM.GRADLLV CONT. ALU'1. - X 57UDS I6. OCVENTEDSOFFIT SEE FLR FLAN DBL 2XS HEADERFORSTRAPPINGFOR4'-6" MAX OPENW3, DBL 2XI0 POST 3 I!!" CAJG 8LA6 HEADER FOR 5'-9• PER FLOOR PLAN UMBER'IESH OVER MAX. OPENING UN.O. _2X BOTT. PLATE W/ MIL BARRIER 3 V1" CONG SLAB1/2"XS• AB. 32" O/C IWFIBERMESII CN UKJOD POST AND "Q" 32" O/C OVER TREATED WOOD POST CLEAN, COMPACTED PER FLOOR PLAN 1(A . COMPACTED FILL PER PLAN FILL W/ MONMITHIC WRAPPED W STUCCO S'EE R PL INTEROR PORCH FTG. W/ 2 5 BARS BOOR MAN CONC. SLAB .FOR POST SIZE OR OR SEEQ SEE FLOOR PLAN) FOR POST SIZE ; _ W Y—K- •—JJ GRADE RADE _ _ (1/ 2 • 5 REBARs A ... • - BRACING AT NON -LOAD BRG. 1WL K THICKENED SLAB AT SCP SECTION COVERED PORCH EPP ELEVATION REAR PORCH POST Ng OEXTERIORWALLDETAIL BEARING PORCH POST MONOLITHIC DETAILS SIMILAR) gDRAIL GUARDRAIL ELEVATION WOOD BALUSTER W/ DEC. WOOD RAIL ABOVE THAT MEETS GRASPABILITY CODE NEWELL POST — TRIM — 2X6 HANDRAIL W/PLOWED RAIL CAP ABOVE THAT MEETS GRASPABILITY CODE 2X2 BALUSTER— C. f V IXYI C. FIR SKIRTBOARD HANDRAIL OVER) C. FIR CAf U / SEC- KIRTBOA? DWOOD RAIL INSIDE) 11 / ELITE ' / Dcn C. FIR 611URT0 STAIR CONSTR IMPERIAL - i1L - STAIR CONSTR. BEYOND WALL i' // 'PAST WALL NEWELL POSZ - I I/2.1 P S T A I R R A I L S Q S T A I R R A I L S a I („ ENGINEERING 4" n4-sws . n (40-h n.--e n P.O- eOR 161613 ALTAAW E SPF04M Ft 3271E DETAIL ® HANDRAIL 7NO41 MDCRSW °`r t161° OOP RAIL LISTER CAP TALL RFIEATH 0 -j 0 LL Q Q U U) b- a- 00 W vi J J F- F- W W 00 de*—d-by. Id dl a by- dew design Mleded br: a aaex al-M-0I Sheet E 004 S3 Of: L_