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HomeMy WebLinkAboutBUILDING PLANa r _ 4, •L & 0 r ✓ _ 41 s p 1 1 l ,r' t , v J ( I M !' jY j u r FIELD BRACING is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Persons erecting trusses are cau- tioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection I and permanent bracing which may be required in specific applica- tions. Twsses shall ee sheathing and fled did in a slop ht chard they �V SO 9.3 vositio^.. Where no sheathing is applied directly to top chards, they �V shall be braced at 30" o-I.. max. Where no rigid ceiling is applied directly to button chords, they shall be braced at 10'0" C.C. max. ST ST. LULUCOUNTY NCIE Trusses shall he handled with reasonable care during erection to G DIVISION orevent excessive damage. REVIEWED FOR COMPLIANCE REVIEWED BY APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY DATE r BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PLANS AND PERMIT PITCHES OVERHANGS ELEVATIONS & BLARING MUST BE KEPT ON JOB CONDIT'ilNS. ACf,EPTnn'rE OF THIS LAYOUT ASSUMES NO INSPECTION WILL BE Mon ADE f; DOTAL RFSPONSIBILITY. THE TRUSSES WILL OE BUILT d! ACCORDANCE WITH THIS LAYOUT." _ APK i",T1 BY:T DAB CIYA �-�_____— _ E NOT TO DE OCCUPIED g BEFORE FINAL APPROVAL BY t UILDING DEPARTMENT E ATTACHED CONDITIONS " ,\ I i LP RO TAN THIS TRUSS SETTING PLAN INDICATES OUR ENTIRE UNDERSTANDING OF YOUR ORDER. PLEASE CHECK ALL DETAILS PROMPTLY AND ADVISE AT ONCE, Of ANY DISCREPANCIES. OUR RESPONSIBILITI FOR THE CORRECTNESS OF YOUR ORDER DEPENDS ON THIS PROCEDURE. DO NOT CUT OR ALTER TRUSSES NO BACKCHARGES OR CLAIMS WILL BE HONORED UNLESS APPROVED IN WRITING BY AN OFFICER OF THIS COMPANY WITHIN 10 DAYS FOLLOWING DELIVERY TR"iME IND. tom. SCALEAPPROVED BY: DATE[ DRAWN By ' REVISED DRAWING NUMBER U i " palw". w Y(v 10 CuAAPRINT DRAWN GDAi GM NE (407) 567 - 7254 DATE 05/01/89 SCALE A5 NOTED 46 NO. 00369 Al 84'_ ,. 42'-6 16 -e" 3'X6' WOOD ` GATE 22' - 2" 7' - 6" !�A ■ ■ 3-2X12 WOOD BEAM 1411— W/2-1/2" PLYWD. FLITCH GLUED + NAILED 'a + 0 'Sti �O 03. 2'OX2'0 i _ � ■ W/B INDSNDS 1C �y I H4'11 R i. ■ 3-2XIQ PLYWD. WD BEAM W/ 2-I/2"-- FLITCH GLUED+NAILED - ----� , n 8" GONGRETE BLOCK W/DUR-O-WALL HORIZONTAL REINFORCINGb" 20'-0" I v 6'-A" 6'-6" EVERY OTHER COURSE WET `7''/-6" ir YV .�. IJn TUD ■ < DAR �1 3 MASTEK SUITE i i 1354 ROD IN GONG. FILLED I CELL FROM FOOTING TO 5Xb -_ i GONG. U-BLOCK BEAM W/1#5H51 'O � A L j Vt CONT. TYP. ALL 5LREEN WALLS C I A ESS I , WER ■ Yl - 4-4 Lnv I MAS"DER BATH 4 8. PRE FNGI REp � ABOVE BEAM GIRDER _I --I 0 a 1' -0" TTOM h O � 3068 P I 10 BF. _. --6X6 AR P05T S <Q I 'o ITYPI G� 'v - Li' Lnv ,Shy 1 O --- r- r-----IS& P DINET JS _�-6" .Y cYi N 4" 4'-O" 4" -- .. 4' - 8' 1' - 2 (- 0" 13' - 6" - _-. 4" 3' 4" 4" _ 12' 0" 2' 0" K I TGHEN o HALL n GCpVERED PORCH _ (VAULTED CEILING) (VAULT D.w. GEILI &) r---IN ; 1 10 DININC7 ROOM q_5" g SKY LIfaHT , I I .0 J 15LAND - — REF. m ' I PRE ENGINEERED WD. ' 10 h DEAM ABOVE POCKET - 1 - 1 I I DOOR + FRAME 10'-6"+ IN LCNGTH 3-2WD. DEAM W/2-1/-I/2" PLYWD, GLUED + NAILED fUTGH —__14 12066 POCKET 51-D. GL. DR. o b- MAL 9 9 TADULAT I ON LIVING AREA 3014 5.F. C�ARAGF 694 5.F. � tv I q 4) PATIO 474 5.F. r_------ TOTAL N 17'-6` 13'-6" 4" 3'-4" 2'-2"_ 4'-0" 4'VIM _ ENTRY 3-2XI2 WD. BEAM � 4" W/2-1/2" PLYWD. FLITCH I GLUED + NAILED Q i INTERIOR iFOYER PRE ENGINEEPED -,..�� E- RIDGE LINE `D 306E EXT. to 5TAGKED DEAM I I tv iv —r ( TEAT ROOM R PRE ENGINEERED GIRDER ABOVE 9'-0 a BOTTOM - - M (VAULTED CEILING) 3066 16'-O"X7'-O` OH. GAR, DR. 10 BF. — — — — — — — — — — — — — —lam e0 O 0 R+SH \ ENGINEERED WOOD BEAM 068 6 10 I DF I I , 4 Q 4'-4` Apo IoOt� / o ry0 In 4'-8` 4` 6'-6" 4` ----- ------- - -- I I LAUNDRY `-------------- -- •d. 3066 POCKET v TF ORM L " -0 ,fw 2U6 LIN. 4" O 'I �4 WET n -SAR-- - R,SH , i --- ------ - o w "� -- ---- - ,nv I I O 6068 '� ATTTTIG ACCESS (�0 V A T H i 4 LAV .i1. ... 206 5F. p `---it' v-0 2.O.3 4" 4' O" 4.6.8.1114- 2' q. 4 - 6" 4` 3' - 0' -- -- BEDROOM m # 3 o Ln� F3 A H F3EL>ROOIV � .., W.L. , . 4] # � n L -0 O� SHOWER Y L r--------..._--- ry W.I.C.. 2065 'o D4" / \ � 6' 1 7' -10" 13' - 4' 5 6 4' _--___ 15' 2' 4" r6" a" I � �.. 28 - 0" 6" I I 0 6070 O.H. GAR- OR ;O 45XD 3 5H 30X3' IPELND5 A 25 5H 25 5H 48X 5H 3-2X12 WD. BEAM PLYWD. FLITL GLUED + NAILED 8'-r 8'-I" 6'-0 FLOOR PLAN _ A/L 20' 6" NOTE ALL OPENING5 IN 2X4 + 2X6 WOOD STUD BEARING WALL5 5HALL HAVE WOOD BEAM5 A5 FOLLOWS 2X4 - 2-2Xi75 W/1-1/2" PLYWD. FLITGH GLUED + NAILED 2X6 - 3-2XI75 W/2-V2" PLYWD. FLITCH GLUED + NAILED V U 0 O F— �p o U oc w J 0 z Q Q Z n,=In Gn' 0 luw Q Lug . O 0 Z Q 4182- j DRAWN GHR 15 MORG ILLO PHONE (407) 567 - 7254 Dm- 01/29/69 SCALE A5 NOTED N . 00389 A2 FKONT ELEVATION 114" - f - O" r l ao-_ �j t is i 1 II KI&HT ELEVATION 114" = 1' - 0" >NC.RETE U-BLOCK GAP > C.ONTIN0005 rE BLOCY + CEMENI Pl A5TER .REFN WALL, PAINTED W/ C PAINT. d5EG) 5TUCCO BANG). f 7 F 511': idN.ay I". -Iwm-m ism ... ....� DRAWN CG)A /CM PHMT- (407) 567 - 7254 UAM 09/16/59 A5 NOT�:G) JOB NO. 00389 A3 q 01 LEFT ELEVATION 1/4"-1' O" A. i PEAR ELEVATION i/4'=1 -O -- -Tj \ ti' RA 15ED 5T0000 BAND Ir i �Irl=i rl IIII 111 �ad iI��IS �' r iS ,n 1l l d �a h� r Nr ti GONG, TILE ROOF �o 12 6 C:3 LE=l — — DEMENT PLASTER STUGGO PAINTED W/ ELASTOMERIG ----- PAINT _ ---- ---- --- ------ F!N.—FL---- t :111�Inlo �,. ry p A GDA/GM PHONE (407) 567 — 7254 DATE 05/05/89 A5 NOTED 00389 A 4 0 ELEGTR I GAL_ LEGEND 5YME50L OESGR.IPTION WALL MOUNTED DUPLEX RECEPTACLE 12' AFF. -- DUPLEX RECtTTAGLE W/ GROUND FAULT INTERRUPTER WALL MOIMTED DUPLEX RECEPTACLE E' ADOVE COUNTER .7i LLI WAL4. MOUMTFD WLLF SWITGFEO DUPLEX KECEPTAGLE • i7 AFF. U1E55 NOTED OTHERWI5E �Wfl WEATFEK PROOF REC.FPTAGIE o WALL MOUNTED 220 V RECEPTACLE ® SPEGIAL PURPOSE OUT_ET WALL SWITCH 3 WAY SWITCH SINGLE POLE SWITCH W/01160 t WEATFEK PPOOF 5WITC41 -( }- SURFACE MOUNTED INGANDF5GENT LIGHT FIXTURE WALL MOUNTED INCAKVE5GENT LIGHT FIXTURE KEGL55ED INGANVE5GENT LIGHT FIXTURE -- ---- --- PORCELAIN INC.ANDE5GENT LIGHT FIXTUP.E WITh PULL GFIAIN - O JUNCTION DOX — — — 5UV=AL.E MOUNTED FLOUK5GENT LIGHT FIXTURE 2 LAW FXHAU5T FAN -TO EXTERIOR -- O GOADINATION EXFIAU5T FAN/LIGFIT -TO F:I`EKIOR �I EXTERIOR FLOOD �IGHT5 PADDLE FAN (OPTIONALI DRAC.FD .RUNCTION DOX ® CCILING MOUfTE'O 5MOKE DETEC.1'01t 110 V --- ---- ooV000 STPIP LIGHT5 v UNDER COUNTER FLOURSCEW LIGHT FIXTUVkE wpm arCTFGAL PAWL ELEGTRIG METER — D15C.ONEGT 5WITCH 1 --- N TEL91`110NE OUTLET --- TEI-EV15ION OUTLET INTERCOM GOMA,NIGATION 5Y5T0A MAIN STATION WALL MOUNTED INTEP.GOM DOX MAIN SEGLRITY 515nW 5EGURIT'' 5Y5TOA KEi PAD MOUNTED GHIME5 WALL MOUNTED DOOR DELL PU5FI DJITON DISCONNECT 5WITC4-4 RFGE3SFD INCANDESGc-NT WALL WASHER _ --- 5APLEX KEGEPTAGUE MIG IC M55 55 LN111E5 �y FLOOR OUTI ET �I® -W L KEGF55EO INGANDE5GEN' LIGHT FIXTURE W/1EN5 —_ VAPOR PROOF KECC55ED INCANDESCENT L15FiT FIXTURE TO 5WITC MASTER 5FL TO 5WITGH • FOYFR T I ELEC 1/4"=1 f 0� DRAWN C.(--)A/GM PHONE (407) 56"' 7254 DATE 01/29/ 69 SCA.E A5 NOTED ,roe No. 00399 A5 11 ypA P P FLAT GONGRE I E TILE ROOF OV& _ - 1X2 P.T. 5ATTEN5 ON 45# FEL7 OVER. 5/8" GDX PLYWOOD SHEATHING PRIE-ENGINEERED TRU55E5 0 2-4" O,(. W/ HURRICANE 57AP5 0 EA. "fPU55 END \ RAISED DRIP 1 3/4" ABOVE ROOF SHEATHING + PROVIDE ANTI PONDING FLA5HING A5 PER MANUF. 5PEC,FICATION5.\ 1X4 DP.IP 2X8 FA5CIA OVER -- 2X4 5UD. FA5CIA 3/6" CEDAR PLYWD. 5OFFIT -- - W/1X3 TRIM + 3" CON]. 5C?EEN VENT 2X4 BLOCK I NG 7/8" CEMENT PLASTER ON METAL LAT- OVER 154 FELT ON 1/2" Cr-)X PLYWOOD 5HEATHING ELA5TOMERIC PAIN1 1/2" ANCHOR DOLTS 0 48' O.G. 2X6 PI PLATE FIN15HED GRADE \ TYPICAL WALL SECTION 5CA.L E_: 3 "4"=I - Q" IS- 0" Y r R. - 30 i N5ULAT I 1/2" DRfWALL (2) 2X6 TOP PLATE5 \ ,-� 2X6 FIRE5TOP 0 DROPPED 5OFFIT5 ---------2/6 5TUD5 0 16" O.G. " 1/2" DRP'%AL ' e---- v .0 R -19 IN5ULATION WOOD DA.5E TROWEL FIN15H p` i FOUNDATION NOTES Ql DESIGN SOIL BEARING LAPAGITY 2000 PSF, 1 4 (2) ALL FILL $HALL DE WET DOWN. THEN MECHANICALLY GOMPAGTED IN 15" LAYER.5 WITH A 10 TON 5TFFL DRUM VIDRATOKY KOLLF_R TO OD I THIN A MINIMUM OF 981 OF MAXIMUM DEN5ITY AS DETERMINED DY `lll, ',gip hl A55HO T -160, _ (1) ALL CONCRETE FOOTINGS, SLABS ON 6RADE,5HALL HAVE A MINIMUM OF 3000 PSI U-TIMATE - STRENGTH AT 28 DAYS. ® ALL REM-ORGING 5HAI.L DE GRADE 60 STELL. Q ALL R.EINF'ORGRIG SHALL DE FELD SECURELY IN POSITION WITH STANDARD AGGE550RIF.5 DURING PLAGING OF C.ONGRETE. © 5PL-IGE5 IN REINFOKGING WHERE PERMITTED SHALL DE AS FOLLOWS - WELDED WIRF FADRIG 6" TEMPERATUR*? R.EINF. 12' ALL OTHERS 36 DAR DIAMETERS © VFRIFY LOGATION5 OF ALL COLUMNS, WALL5, OPENING5, ETG. WITH ARGHITEGTL/RAI. DRAWINGS, BEFORE PLAG'NG FOUNDATION. ® CENTER. LINE OF FOOTINGS SHALL COINCIDE WITH THE CENTER LINE OF GOL_UMN5 AND/OR WALLS (UNLESS OTHEKW15E NOTED). REINFORCED MA50NKY WALLS SHALL HAVE VEP.TIC.AL PEINFORGEMFNT SPADED AS NOTED ON DRAWINGS DOWELS FOR VEP.TICAL DAR5 TO DE STUDDED UP A MIN. OF 30 DAR DIAMETER. ItD U-EAK D15TAW-E DETWtEN PARALLEL DAR5 IN A LAMP 5HALL DE �wdL _ EQUAL TO 1" OR 1 DAK DIAMETER WHIGHEYEP 15 GREATER. ® 5PEG!AL CAKF SHALL DE TAYEN TO EN5URF THAT GEl L5 LO DE GROUTED I LINE UP PR.OPPRH,Y AND A "GLEAN -OUT" LEFT AT THE DOTTOM GOUR5E FOR GPOUT'NG Or' CORES OVEP FOUR FEET HIGH. ® PR.OVIDF #5 15LA BARS AT ANY CHANGE OF DIRECTION AT WALL Iv'� FOOTINGS (40 BPR DIAMETER EACH WAY). 0 I® CA15T-IN-PLACE GONGREIE SHALL DE DESIGNED, MIXED, PLACED AND GORED IN AGCORDANGE WITH AGI SPECIFICATIONS 318-63. ® SAW GUT GONTPOL JOINTS FOR GONGRFTE FLOOR SLABS SHALL DE AS FOLLOWS A. 1/8 WIDE X I" DEEP FOR 4" SLAB. GUT WITHIN 24 HOUK5 OF SLAB POUR AND FILL WITH A GOOD QUALITY RIGID JOINT FILLER. ® ALL CONCRETE WALKS AT FINISHED GRAPE 5HAL-L DE 4" THIGK. CONGR:TE WITH 6X6 10/0 WWM AND BX6 THIGKEIIED EDGE WITH 1 #5 DIAMETER ROD CONTINUOUS. Q CONTRACTOR SHALL COORDINATE THE LOCATIONS OF ALL OPENING SLEEVES, DEM..E55IONS AND ALL OTHER MECHANIGAL,ELFGTRIGAL AND ARCHITELTUPAI. ITEMS EMBEDDED IN C,ONGRETE WITH TP.-.DES ??��---- — INVOLVED. ' l 4" TI-iK. MONO 5LAD WITH 6X6 10/10 W.W.F. -III �POL.YFTHELFNE VAPOR -6 MIL 24 \ 12"X24" GONG. FOOTING W/3#4'5 CONT. (5EE FOUNDATION PLAN; CO MACHINE MPACTED FILL A PRE -TREAT FOR TERMITES NOTES #I TOTAL DESIGN LOAD5 ARE AS FOLLOWS a ROOF LOAD 20 P5F LL. = 25 PSF D.L. 45 PSF TOTAL LOAD #2 ALL WOOD HEADERS 5HAL-L HAVE A MINIMUM FIDEP 5TRE55 OF 1300 MI. #3 GONTKACTOK TO SUPPLY 2 X 4 DR.IDGING NAILED TO TOP AND BOTTOM CHORD C"ONT. • MID APN OF TKU55 OR • MAX OF 6-0" ON CENTER.. FOP BOTH FLOOR AND ROOF TRUSSES. #4 PRE ENGINEEPF-D WOOD TKU55F5 IN LOCATION OF ROOF TOP UNITS SHALL. DE DESIGNED TO CARRY ANY ADDITIONAL LOAD APPLIED TO THEM DY THIE AIR. HANDLING UNIT AND 5TOKAGF LOADING. VERIFY WITH BUILDER. #5 GONTR.AGTOK TO SUBMIT SHOP DRAWINGS PREPARFD, 516IIED AND SEALE[) DY CERTIFIED FI.OKIDA ENGINEER, SHOWING TPU55 T'(PE5 AND CONNEGTION- TO DL APPROVED DY THE DUILDEP PRIOR, TO FABRICATION. #6 CONTRACTOR TO VEPIF, ALL TR.U55 DIMENSIONS PRIOR TO FADRIGATION. #7 PROVIDE PLYWOOD AROUND AIP HANDLING LAIIT. PPOVIDE TWO (2) SHEETS OF PLYWOOD AT ATTIC AGGE55 OR AS SPECIFIED DY BUILDER. #B PROVIDE A MINIMUM OF 4" SOLID BEARING AT ENDS OF ALL WOOD HiEADER.5 AND DEAM5. _. � • ,� � 7 *ice.^ u { ar A G.D.A. / G.M. (407) 567 - 7254 05/04/89 SME AS NOTED 00389 A6