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10-451-013TYPICAL BAR DIAI"IETER WOOD BLOCK MODIFIED DRYWALL IiJALL AND COLUMN 3m" SECURED TO STUD TO CORNER BEAD INSIDE AND OUTSIDE FACE. FASTE C�j ' �j 2m GA. METAL GussEt VERTICAL REINFORGINCs CORNER BEND BAR 51 -{ALL �,+j 1,,,J I�.. wl�Op BASE PLATE —TRACK SECURED TO FILL STUD VOID PLATES I' -m" LONG 61"AI -EF1 '3HAI.LL HAVE A EjE OF SAME SIZE AND NAILED TO WOOD RUNNER 3' -0' O.C. _ STANDARD 90 DEGREE °RUNNER DIMENSIONAL STUD OR CLIP HOOK AT THE TIE BEAM, CxRAPE AS BEAP1 REINi= ORCING. ANGLES AS - -5TEEL 5TUD5, TYP. BEND BAR SHALL BE TIED LUMBER AS NEEDED REQUIRED FOfi STUD YPSUM WALL BOARD LO/^AT`01 1 NIA ) SIZE / GT l; FLE r�ET IOD SPAIN TO SECURE CABINETS. CONNECTION � FASTENERS A5 REQ'p DfRECTLY TO HORIZONTAL l� �l I 1_ .J 1-� J H F I t �JI l� ICI 4. � j TAPE AND JOINT COMPOUND p• POWER DRIVEN r AfLFD T!� WOOD - , SCRE 5 TO I • • 0 o BEAM STEEL. �-WODD BASE PLATE - FRAMINCs WITH METAL g ° *STRUCTURAL WOOD UP TO 0.131 x 2 -I/2" 8d !�" O.C, PANEL EDGES FIELD GYPSUM wA - WS As REa'D DRYWALL CORNER BEAD NOTE= FOR STEEL CLEARANCES BOARD - — 1JNN�R BY CODE. GYPSUM WALL BOARD v0, shVr r L REFER TO GENERAL STRUCTURAL WALL SHEATHING 5/8" WITH FULL NERD 4' O.0 . CORNER STUDS WOOD RUNNER —� - •O NOTES. _, .. 45' CG)f2NER DETAIL oa• * STRUCTURAL WOOD UP TO 0,131 x 2 -1/2" Ed POWER DRIVEN 6" O.C. 12 PANEL EDGES 4 FIELD NAILABLE BASE DETAIL �20GA.METAL STUDS - DRYWALL 0 2ND FLOOR -SUB 3/4" WITH FULL HEAD 4' O.C. Q CORNER STUDS OPTIONAL DETAIL RELATED TO OWNER FINISH SPECIFICATIONS { 4 BEADER FASTEN TO BLOCKING 7TAPE AND JOINT CONC. BEAM, FLOOR SHEATHING AS REOID * ' —METAL. STUDS �AYP5UM STRUCTURAL WOOD UP TO 0.131 x 2 -1/2" 8d POWER DRIVEN 6' O.C. 1@ PANEL EDGES AND FIELD ,/4,5j;4;/2' BOA1�° ROOF SHEATHING 4 5/8" WITH FULL HEAD 4' O.G. Q GABLE ENDS CABINET BACKING DETAIL MFTAL BEAM REINFORCING REFER TO Q GABLE END 4' O.C. STRUCTURAL FASCIA STUD METAL TRACK OR STRAPPING MAY ALSO BE USED FOR BACKING. W,4LL INTERSECTION_ DETAIL �� GoF'NPR 24 OG• BEAM SCHEDULE. 'STEEL 5TUD5 PER WALL TYPE, 5r EW5 °o ' 1'x2' P.T. WOOD FURRING .099 x 1 -3/8' POWER DRIVEN 12" O.G. $TUD A5 REQUIRED PER CODE, TYP. 00 5TRIP5 APPLIED TO EXT. ROUND NAIL RJNNFRITRAGK 1/41040* MASONRY WALL - WEL(D$1 AS GYPSUM WALL 1PARTITION END DETAIL 20 GA, THICK BOARD BEAM CORNER * EXTERIOR WINDOW BUCK .099 x 3' ON (2x4) BUCKS POWER DRIVEN 12" O.C, (FOR BOTH APPLICATIONS) �- MIN. ONE STRAP WITH 2 SCREW EACH WELDED SCREWS AT EACH MECHANICALLY FLANGE CONNECTION STUD GY 5UM WALL ARD N. APPLIED TO EXTERIOR pp gp FASTENED I I OVER MTL STUDS w 24' o% MAX MASONRY WALL .099 x I -3/8" ON (1x4) BUCKS I'� SPLICES IN REINFORCING BARS SHALL BE NOT LESS THAN 36 BAR DIAMETERS AND REINFORCEMENT SHALL BE CONTINUOUS AROUND ALL. CORNERS AND CHANGES IN DIRECTION. CONTINUITY SHALL BE PROVIDED AT EXTERIOR DOOR BUCK 099 x 3' ON (2x4) BUCKS POWER DRIVEN 12' O.G. (FOR 2x4 APPLICATIONS) 7TAP�;_AND JOINT CORNERS OR CHANGE5 IN DIRECTION 15Y BENDING THE LONGITUDINAL STEEL AROUND THE CORNER 45 BAR TRACK CONNECTION DETAIL C CzA, THICK STUD COMPOUND HIGH WALL BASE SEE FINISH DIAMETERS OR BY ADDING MATCHING REINFORCING STEEL, WHICH SHALL EXTEND 4b BAR DIAMETERS FROM APPLIED TO EXTERIOR (FOR SWINGING DOORS) COPE FLANGES AS METAL 5TUD5 SCHEDULE FOR TYPE II � SHOWN AND SECURE vx#�t $ /�}V2' BOTTOM RUNNER ATTACHED EACH CORNER OR CHANGE IN DIRECTION. WHEN THREE OR MORE BARS ARE REQUIRED, THE BARS 5HALL BE (�g9 X I -3 /g" ON (1X4) BUCKS �' O.C. (FOR 1x4 APPLICATIONS) WITH 2 SCREWS AT WITH POWER DRIVEN FASTENERS HELD IN PLACE AND ALIGNED BY TRAN5VER5E BARS SPACED NOT MORE THAN 4 FEET 0215 MM) APART, MASONRY WALL (WILT[ OR EQUAL) w 16' OC- EACH ST D FASTEN T' cnraNEta pEtAIL E3Aer= lDET'AIL (FOR aLIDiNG GLASS DOORS) ��2m GA. METAL 5rugs~ WITH (2)-025 SCREWS BOTTOM CHORD OF TRUSS F= ART 1 T I ON DETAIL S OR UNDERSIDE OFCONC,5LAB * GARAGE DOOR BUCKS 1/4'x 3' EMBEDDED TAPCON UP TO 9' -0' DOOR USE MAX.12" O,C, 5TUD TOP UJ,4LL GORNER DETAIL INTO 4 -BAR COLUMN UP TO 16' -0" DOOR USE MAX. 9' O.G. TRACK CABINET BACKING DETAIL STEEL STUDS PER WALL TYPE, SCREWS AS PRESSURE TREAtED DIMEN510NAL LUMBER REQUIRED PER CODE, TYP. *WOOD BOTTOM SOLE PLATE 1/2' ANCHOR BOLTS POWER DRIVEN 2' -0' O.C. W/MIN. 7" EMBEDMENT '' MAY ALSO BE USED FOR BACKING. ASTENERS - WALL INTERSECTION * WIRE LATH I' x 1 -1/2' 16 GA. PNEUMATIC FASTENER MAX. 6" O.G, SIDE LAPS SECURED TO A5 REQ'D GLIP WITH FRAMING LEVEL ALL CLGS WITH METAL STUDS 616TERED TO TRU86ES (STAPLE) (EACH 51DE) 5CREW5 AT EACH SEE FASTENER SGNEDU 20 (GA.) METAL CHANNEL.--// HANNEL AND 5TIRRUPED W/ METAL HIGH HAT CHANNELS WITH 1/2' OR SUPPORTS 4 TIED BETWEEN 5UPFORTS LE AND SCREWED TO WOOD TRUSSES 5 /6' DRYWALL (OR ATTACH TO METAL CHANNEL UNDER a 9" O.C- (•�" D.G. RIBS) _` STUD TRACK AS SHOWN ^ p �-� I I W/ 3/16' X 3' SCREWS OR CONIC. SLAB WHERE APPLICABLE) RUNNER STUD F'A I`T I T I ON DETAILS T i�f I S Sl�l T ATTACHED TO UNDERSIDE OF 1/2" GYP. BD. EA SIDE, MIN ROOFING PAPER AS PER PRODUCT APPROVAL FOR TYP I CAL ATTACI4l - IENTS GONG. SLAB W/ HILT[ DRIVE REFER TO WALL SCHEDULE, TOP- BOTTOM PLATE SPLICE DETAIL PINS ,145 X 1 -112' air,' D.G. MECHANICALLY FASTENED 1/2' DRYWALL EA, SIDE ON TOP OF 3 -5/5' MTL. PROVIDE FIRE BLOCKING 5TUD5 (25 GA.) • 16' O/C, * DRIP EDGE 1 GA. x 3/4' SMOOTH SHANK/ HAND DRIVEN Q4" ON CLTHROUGH DRIP EDGE *CHANGES IN GLG HCsT AND PROVIDE WOOD BUC<6 w DOORS. AT MAX V -0' O.C. VERT. 2 GA, x 3/4 RING SHANK ' ROOF TILE AS PER PRODUCT APPROVAL 20 TRACK OF 25 GA. METAL CHANNEL SCREWED TO WOOD TRUSSES I- 5/8'x3 -6/8" } FASCIA INTO 2x4 TRU55 III (GALv.) HAND NAILED 2 PER TRU65 EWE w/ 3/16 X 3' SCREWS OR (MIN) GALV. MTL., C- SHAPED, OVERHANG ATTACHED TO UNDERSIDE OF ANCHORED TO SLAB W/ HILT[ PROVIDE I/5` SPACING GONG. 5LA5 W/ HILTI DRIVE "DN' PIN 045'x1 -1/2') w 24' O.C, I�lTD 2X6 Ti�u55 16d (Cx4LVJ HAND NAILED 3 PER TRUSS AT PANEL EDGES PINS .145 X 1 -1/2' 016' OC- MIN.. END NAIL WITH led NAIL OVERHANG /�- ��. OR TOE NAIL WITH Imd NAIL TOP CHORD OF TRUSS W/ �� v`��� FxFCSUR ©17 32 i PRE -ENG. WOOD TRU557S 5U5FLOOR OR GONG. SLAB PLYWOOD SHEATHING ___ .__ _ w 24' o/C (SEE RooK FLAN) /�- THE USE OF PNEUMATIC FA5TENER5 SHALL BE USED + ANY DEVIATION5 FROM ARCH. PLANS MUST BE 5U5MITTEp 2� WOOD MEnCER LAID FLA -� AS 5PEG1 =1ED FOR THE ABOVE APPLICATIONS. TO ARCH, W/ MANU. SPEC.'S. i � tTOE- NAILED TO •)017 ✓� ,- WOOD CLOCKING OR TR.IU W/ I" NAIL6 -- 2w rUA.nRACK . M• oa PROVIDE GACKW, FOR Cup- FLANGES • EACH END LV / — GEILINC. FINI7HEO AO (2) -'i SHARP MINT SCREWS OR ` \\ \ ` 0 • �l \- Y NECES4ARY 2) 044 NAIL5 • EACH END CLR yy w-AN Y� STAN STAN ,�� �\ r2) -ti SGREWS f�,l STEEL STUD mil\ Tar GAR - - ,c, E EAR COVER ,. \` - 5EE NOTE K y� = FASTEN BLOCKING TO STUDS �'� NAILS � WITH SCREWS OR -.. , .� 0 - - � 2 -10d NAILS •EACH END ��, x_ PROVIDE 2x4 6LOEKIN �. �. -- 7ir.' =�~ ALL PLYWOOD 51 i �. \� / RGI'1° FLOOR Au sro. NAIL SFAM w/ ad 9 4° 5 o/C i / ECX„E K4/LIJ Eb w 4.O.G w i'O.G •!�• HOOk- _J �� T r LAT._RAL BRACING IF EACH SIDE OF SEAM T\ / O ! Y` RECUIR D csEE TYP. O /NTE'F:'7E:,1A7ENd/LM * Ady w 61 0-1 � 0 1501 O.0 NON- STRIGTURAL "LL � j (2). ' / WALL SwGTUN> FRAnIrrG (rIETA>_) nErAL � z ` O BGYNpR7'"nG4 /LII�Kr ztd �' •f'O.G std s 4'O.G Tor eACrc NAILING SS; IEDULE (BLOCKED DIAPHFAG "-ti NON- STRUG1llRAL EXTEND GAR' "O 3' FRar+ -- 'I EDGE OF CONr:.gE7E COVER FNDc� i �4 I FDGE ";AILING &d 4" cc; tS0TTOM EAR SEE NOTE w I=H "JEL � � Q COA1ER /V,�1 /L/1�K tad • 4'0.0 NO GALL FRt,Kilvr.• ' INTERMEDIATE NAILING ed w 6' UC. UK= TRU" r2) -.0 SCR W6 % �\ -i) CORNER NAIL.INC�G Ud 4' O.C. �., snRRurS- SEE sGUEpuLE WOOD FASCIA (5EF �) FOR S0<>,5. U5fi 9f]' TYP. WALLS FACO -4 1 ROOF SHEATING FASTNER DETAIL TYPICAL INTERIOR PA RT' N . ENO �0 5 Tf J 1 EN To EACH WALL AND coLUr,N TRUSS END BOND BEAM OR VERTIcAL REINFQRC:INQ ROOF SHEATHING IS REQUIRED TO 8E ANCHORED "M .x. xAN ,r, 'NA DARD ♦ E TYP'PWALL(5EGTION) STANDARD r• DEGs - WITH SO RING SHANK NAILS AS PER FEY- R- 4405.2,4 NON -LOAD BEARING, NON -FIRE RATED N.T.S. HOOK AT THE TIE °Ea.,. ROOF SHEATHING ATTACH M E NT1D:ETAI L COLUMN TO BEAM I. 5TART STIRRUP SPACING FROM FACE OF SUPPORTS. 5. CONCRETE PROTECTION FOR REINFORGEMENT: I'x4' YELLOW PINE RAT RUNS 8'X12' CONCRETE TIE BEAM W/ 4 -F5 BARS 2, ADD 1 04 LON61TUDINAL WHERE CORNER STIRRUP 15 VACANT. 0 ro' -m" 0.0 ON BOTTOM CHORD, MINIMUM. REFER TO TIE BEAM SCHEDULE 3, EXTEND PILE HEAD 3" AND FILE REINFORCENG IS" INTO GRADE SEAMS. (a) CONCRETE CAST ACsAINST AND PERt-14NENTLY EXPOSED TO EARTH 3' r�erRAwEp .so' -�' INrr �zvALs FOR STEEL SIZING AND SPACINCa (b) CONCRETE EXPOSED TO EARTH OR WEATHER: a 4. TOP BAR''.5 SPLICES SHALL BE LOCATED AT MID SPANS AND AT THE Oro TINROI Ole BARS ........................ .- __. - -.2' SUPPORTS FOR BOTTOM BARS. "5 BAR AND SMALLER ...._..._......._... -...2 Where a ceiling is to be attached directly to the 4 ` (c) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND. underside OF trusses, the trusses shall be laterally o ' . SLABS braced with continuous I -inch by 4 -inch (25 mm by RN a ' 4a 014 THROUGH *IS BARS .......................... - ............I Y,' 102 mm) members nailed with Sd common nails to SR,AC p RAKE E3EAM (SEE E3EAM SCHEDULE) z 011 BAR 45F) SMALLER ..................3/4 ' the Upper side of the bottom Chord at panel * 20' BEAMS --- _- ..- _- .-- _ - -. -_. ...I points nut not to exceed 10 Feet (3 m) apart. This OG + _ lateral bracing Shall be restrained at each end 6 -•3 STIRRUPS + 4' FOR THE TYPICAL bxl6' CONIC. and at 20-Foot (6 m) intervals. Drywall may be FIRST 24', 03 STIRRUPS + 8" W - THEREAFTER TYP I t�AL BENDING D IAG . FOR BEAMS AND ONE -WAY SLABS BLOCK PART'N WALL Considered a rigid ceiling in enclosed areas -- TYPICAL "5 VERTICAL REINFORCING 4;} where it is protected From the elements- The F_ T ! VX12' CONCRETE COLUMN N� T' FILLED CELL T 3AL R (MAX) FO drywall ceiling i5 not to be considered a ceiling W/ 4 -05 BARS MINIMUM. -'T'S' EMBEDDED 4 -1/2' (MINJ4 HOOKED j diaphrac<2m. REFER TO COLUMN INTO RAKE BEAM , y `• `! SCHEDULE FOR STEEL `� (Y LU + SIZING AND SPACINCs E30TTOM CHORD OF TRU56 w. �. A j GENERAL TRUSS NOTES ° * Wood trusses, which are fabricated by a licensed fabricator, W.W.F. Shall be furnished in accordance with deeign5 prepared, siered DATE 2 -16 -10 and sealed by a Florida Registered Professional Engineer 4 the specification outlined by the "National Design SpecfFicaticn for scAL AS NOTED Stress C -trade Lumber and Its Fastenings11 by American Institute of 101�. NO. 10 -00-11 <y� Timber Construction (latest revision) 4 " Design Specifications for - 4 8'X12' CONCRETE COLUMN connected Light Metal Plate Wd TruS5e6" by Truss Plate Institute, 6 W/ 4 -"5 BARS MINIMUM. COLUMN REFER SCHEDULE FORS EEL * Tru55es shall have a min- rating of 1000psf before any Southern (y Y: a SIZING; AND SPACING fellow Pine, Douglas Fir, Nem -Fir or Fir -Larch increase Shall be req'd` r� w-3 W ti + 4' FOR THE for top and bottom chords± web members may be No. 3 Southern 4 6 -"3 STIRRUPS k FIRST 24'. 03 STIRRUPS IN b" Yellow Pine, Stud Grade or better, as re<Guired by the erielneerine- 5HEET­; p ua ' THEREAFTER 9 * The design and shop drawings, as well as the fabrication fllc� :r 04 -5' LONG TRANSFER REINF, of wood trusses, Will be Subject to the inspection and approval a WITH "STANDARD ACI NOOK .r +12' REQUIRED (TYPICAL) of the Architect /Engineer at all times. * The handling, erection and fixing of wood trusses shall n A A be in accordance with the Specifications noted on the Design 4 n Drawings of said wood trusses and as per F.B.G 4 Al A Al + * CO'�TRACTPR SHALL IN5TALL HURRICANE 57RAP5 AT EA. TRUSS, BASED ON THE ' �I. MANUF,AGTOR USED, AS THE FOLLOWING INDICATES FOR LOADING UP TO (2) STRAPS. { 4 7 Q A ,, Q * CONTRACTOR SHALL PROVIDE BUILDING DEPARTMENT OFFICIAL WITH MANUFACTURER j - -- - SPEGIi IGATfON5 FOR HURRICANE STRAPS AT THE TIME OF 5I RAP INSPECTION "' PERMANENT LATERAL BRACING' DETAIL RAKE BEAM DTL. UIJILD11N,G ' -LP tit ;T' TYPICAL @PARTY WALLS & GABLE ENDS S STl:�UC'ru .A . f RE- ENCsINEERED W TRU55E5 IN VERT. PLANE. a 24' O.C. REINFORCED ;= I!_LED CELL CIvy �E 0,T. Tl i'�ik l�l � i (TYF'. UN.O.) SEE 1 -LAN FOR 61ZE AND 6F`AGINCx. BUILDING B` P Ftl3 T R�1_ SL'CT'ON 2'x 4" ..: " DIAGONAL BRACING ATTACH TO TRU55E5 w/ (2) 16d NAILS PER CORNER5 4 0 INTERSECTION OF WEB I" IEMBER5 , 9 CxAUCsE HORIZONTAL 20? TO 45? BTTM CHORD REINFORCEMENT AS FIT ALLOWS LATERAL C3RACIW -3 EVERY OTHER COURSE (LADDER TYPE) DIAGONAL BRACING DETAIL CONTINUOUS OR ISOLATED CONCRETE FOOTING (SEE FOUNDATION SCHEDULE 8" x S" x I(o' CONCRETE " FccF�R TO ROOF PLAN FOR LOCATION NITS FOR ING AND FOUNDATION REQUIREMENTS) MA50NRY UNITS 'DIAGONAL i312AGE5 TO CROSS MIN. OF 2 To MAX. OF 4 COLUMN TO FTG.— DETAIL ��_ , SPLICES IN REINFORCING BAR5 'S4AL._ BE NOT LESS THAN 36 BAR DIAMETERS AND REINFORCEMENT SHALL BE RE I N r O PC I N G DETAIL i CONTINUOUS AROUND ALL CORNERS AND CHANGES IN DIRECTION. CONTINUfTr- SHALL BE PROVIDED AT CORNERS OR CHANGES IN DIRECTION BY BENDING THE LONGITUDINAL STEEL AROUND THE CORNER 4b BAR NIS D[AMETERS OR BY ADDING MATCHING REINFORCING STEEL, WHICH SHALL EXTEND 48 BAR DIAMETERS FROM EACH CORNER OR CHANGE IN DIRECTION WHEN THREE OR MORE BARS ARE REQUIRED, THE BARS SHALL BE HELD IN PLACE AND ALIGNED BY TRAN6VER5E 5AtR5 5PACED NOT MORE THAN 4 FEET (121't MM) APART, I. iAINI r, ION 01 �i=V1SI01�lS BY: I'z•I A tR 0 U,, 2 0 1 <• t uJaoDY �, FRIE°�* SEAL: AR *, 157,E ,5a U S W � u p 0 (y z QQ ~uI�IQ� >r I- � U � u(ktfl z � �f- Uz D cljj Q ( MC A F --I 111-T () H zUu6�W7� cli p W J) �wy -i0} ?0111 u z LLI 2! La�<tU< 1:� N 73 izW > j d) W� O ui��zuu0'= W z Wz �g0Laq 0 u y: 11) � OL I (� La � � Q u`ni LLI F uLi0OVIIII M �rO z Q W IN CO W Q C') J LL LL 00 2 W L, f J 1 �• =N �- o © oa k y�. N J o LL r'A cmy D CA co .F. CA U3 CD C w LO WC ccJ E.M.M, CNEGKF[�) W.W.F. DATE 2 -16 -10 scAL AS NOTED k. 101�. NO. 10 -00-11 <y� SHEET r� OF 5HEET­; r Ax4v Al ��i