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NOTE. EXTEND SHEATHING TO BOTTOM
<br />B.U.C.
<br />OF BEAM OR GIRDER SIMPSON LSTA24 STRAP W/ 7-10d x 1 1/27 NAILS TO STUD rx4" PANEL BLOCKING 0 48' O/C 2ND FLOOR FRAMING - SEE
<br />& 7-10d x 1 1/2" TO BAND JOIST 0 EA. STU 12 " FOR THE FIRST 8'-O" OF END WALL DECKING SECTION J/S4
<br />PRE ENGINEERED WOOD TRUSS ®24 O.C. MAX. FROM EA. END. (TYP.) TOP & BOTTOM
<br />SIMPSON LSTA24 STRAP W/ 7-10d x 1 1/2" MAILS TO STUD CHORD ATTACHED W/ (2) 16d TOE NAILS PROVIDE A MIN. or-1Sd
<br />& 7-10d x 1 1/2" TO BAND JOIST EA. STET
<br />2nd FLOOR WAIL HURRICANE ANCHOR 0 EACH TRUSS
<br />BAND JOIST ROOF COVERING BOX NAILS 0 1 1/2" O.C.
<br />2"x BOT: PLATE SIMPSON LSTA24 STRAP W/ 7-10d x 1 1/2' NAILS TO (MAX) ABOVE FLOOR SYSTEM
<br />W/ (2) 10d ®8" O.C. 15 LB ROOFING FELT MOP (TILE) 15 LB ROOFINGR90 FELT (SHINGLES)FELT T STUD & 7-10d x 1 1/2" TO BAND JOIST 0 EA, STUD ' FLOOR SYSTEM
<br />2nd FLOOR WALL
<br />R19 INSUL MIN.
<br />1/2- CDX PLYWOOD OR 7/16" O.S.B. OOR JOISTS —SEE FRAMING PLAN
<br />z @
<br />(�) 10d 6 6" O.C. SIMPSON HETA20 0 24" O.C. W/ 10-10d
<br />• X 1 1/2" NAILS INTO BLOCKING JOIST &
<br />BEAM/GIRDER~ r� MIN. 4" EMBEDMENT 1N CONC. PROVIDE CONTINUOUS
<br />2"x4" CROSS BRACE 0 49' O C FOR � TO MASONRY BELOW OM C. �
<br />fa" HIGH STRENGTH OR 1/2" GYP WB-----� DRIP EDGE / : i i SIMPSON MSTC40
<br />THE 1ST 2-0OF END WALL W/ (2)
<br />.0 SIMPSON A35 0 24" 0.C. 5/8- GYP WB W/ 1 3/8" TE 10dx3" 0 EA, END INTO 2"xe BLOCKING
<br />P
<br />DRYWALL NAILS OR DOUBLE 27x S.P.F. TOP LA ASCIA BOARD
<br />4 . .. DRYWALL SCREWS r O/C SIMPSON SP2 0 EA. STU
<br />1st FLOOR WALL
<br />OOR TRUSS/JOIST NOTE: EXTEND SHEATHING TO BOTTOM CEILING & 8" O/C WALLS R11 INSUL, MIN
<br />PROVIDE A MIN. OF
<br />OF BAND JOIST (1) ROW OF 2x BLOCKING 0 MID HGT: 1/2" MIN. PLYWOOD SHEATHING NAILED 2ND FLOOR FRAME CONNECTION 7 1/4"x 1 3/4" TAPCONS 0
<br />SIMPSON LSTA24 STRAP W/ 7-10d x 1 1/2' NAILS TO FOR WALL HGT, s 8'--6", (2) ROWS OF 2x W/ 8d COMMON NAILS 0 4" O.C. BOUNDARIES, ' 3" O.G. (MAX) *MASONRY WALL
<br />s'!Ub & 7-10d x 'I 1/2" To BAND JOIST 0 EA. STUD BLOCKING o 3rd PIS FOR WALL HGT: > 8'-6" 6" O.C. EDGES, AND 12" O.C. FIELD, PARALLEL TO MASONRY WAIL SCALE: giq°=If-fir°
<br />16' O.C. 2X S.P.F. STUD " �� ,y �-- MASONRY WALL
<br />APPLSTUCCO
<br />3 LC,AYOERS FINISH
<br />,TOTAL TTHICKNESS 7/8" OVER " METAL LATH. &ON TG O
<br />FIRST 2 LAYERS 3/8 THICK EACH. 3RD LAYER 1/8 THICK, CONNECTION DE TA 1L-
<br />2ND FLOOR CONNECTION A 2ND FLOOR FRAME CONNECTION E 3 4' PLYWOOD DECKING GLUED SIMPSON LSTA24 STRAP W 7--10d x 1 1 2" NAILS TO
<br />/ / / (ALT. TO �4TT1& GONNGTION)
<br />6CALE. N T 5. 6 AND NAILED W/ 8d COMMON 0 Z"x BOT. PLATE STUD & 7-10d x 1 1/2* TO BAND JOIST 0 EA. STUD
<br />a WOOD 1 ST FLA. SCALE: IN.T.S. 54 6" O/C EDGES AND 12' O.C. FIELD W/ (2) 10d 0 6" O.G. SCALE.
<br />REFER TO DETAIL J//54 FOR ADDITIONAL INFO REFER TO DETAIL J/S4 FOR ADDITIONAL INFO 2x BAND JOIST (SEE PLAN FOR SIZE)
<br />NOTE: SIMPSON HTT16 CONNECTOR
<br />WOOD "I" JOIST, PRE—ENGINEERED Q LAP SHEATHING TO BOTTOM OF SEE DETAIL J/S4 FOR
<br />FLOOR TRUSSES OR CONVENTIONALLY {SEE PLAN FOR SIZE} WALL STRAPPING
<br />FRAMED FLOOR SYSTEM S4 ETAL SEAT PLATE BAND ,JOIST TYPICAL
<br />2x STUDS 0 16" 1/2' O.C. NAILS TO FLOOR SYSTEM
<br />2"x HOT. PLATE " SIMPSON LSTA24 STRAP W/ 7-10d x 1
<br />W/ (2) 10d 0 6 O.C. STUD & 7-10d x 1 1/2' TO BAND JOIST EA S.P.F. {16" O.C.)
<br />1/2" GYP WB SIMPSON HETA20 0 24' O.C. W/ 10-10d 2X BLOCKING UNDER
<br />2"x BOT. PLATE Z"x BLOOONG BETWEEN JOISTS 1/2" HIGH STRENGTH OR X 1 1/2 NAILS IN BAND JOIST & MIN. 4 ALL BUILT-UP COLUMNS 12d 0 10' O.C. EA. SIDE
<br />„ , CR LE STUDS
<br />W/ {2} 10d ®6" O.C. �SIM�'S LSTA24 STRAP W/ 7-ltld x 1 1/2" NAILS To "� W/ (4) 16d INTO BAND JR 5/8" GYP WB W/ 1 3/8' R4.2 MIN. EMBEDMENT IN CONC.
<br />STUD & 7-10d x 1 1/2 TO BAND JOIST 0 EA. STUD COMPOSITE I J{31ST DRYWALL NAILS OR INSUL ON EXT. E t
<br />OR CONY. FRAMING ETAL SEAT PLATE BLOCK WALLS CONC. KNOCKOUT BLK. 5/8*0 ANCHOR BOLT THRU FLOORDRYWALL SCREWS 7" O/C\_8"x8"Xl6"
<br />a
<br />W/1#5 ROD CONT. FILLED SOLID W/GROUT SYSTEM INTO BELOW Ly (1) SIMPSON STHDI4RJ
<br />2X6 RIBBONS, EACH W/ 4-16d CEILING & r O/C WALLS STD. 90' HOOK MIN. 2 x BAND BEAM fits CRIPPI F STUDS W/
<br />NAILS INTO EA. FLOOR TRUSS (SEE DETAIL) II 00 38-16d SINKERS
<br />• :,
<br />SIMPSON HETA20 0 24" O.C. W/ 10-10d 00-11,
<br />X 1 1/2" NAILS IN BAND JOIST & MIN. 4" ARCHITECTURAL. 00
<br />" EMBEDMENT IN CONC. FINISH II
<br />.: •. 00 PROVIDE SOLID BLOCKING
<br />SIMPSON HETA20 0 24 O.C. W/ 10-10d " 1x WD FURRING " I 00 BETWEEN FLOOR SYSTEM.
<br />X 1 1/2- NAILS INTO BLOCKING JOIST & MIN, 4 " (1) SIMPSON HETA20 0 24 O.C. 00
<br />0 FLOOR DECK
<br />® 16 O.C. W/ 10--1Od X 1 1/2" NAILS 0
<br />EMBEDMENT IN CONC. $"x8"Xi6" CONC. KNOCKOUT 13LK. (1) #.5 VERT. IN FILL CELLS INTO HAND BEAM AND 4" MIN.
<br />PRE -ENGINEER® FL W/1 #5 ROD CONT. FILLED SOLID w/GROUT BASEBOARD SEE FOUNDATION PLAN &NOTES) EMBED INTO CONCRETE FLOES JOIST
<br />TRUSSES I *i STD. 90` HOOK
<br />(SEE DETAIL) NOTE
<br />IF FLOOR JOISTS INTERFERE WITH THE PATH MfN. 2500 PSI CONC SLAB
<br />OF LSTA24 STRAP, BUILD OUT THE STUD W/ iv 6x6 W1.4xW1.4 WWF 4"x4" INSPECTION PORT AT FIRST FLOOR BLOCK WALL 0
<br />2x4x24" ATTACHED W/ (6) 16d NAILS UNTIL OR FIBERMESH EACH FILL CELL TYPICAL
<br />— IV STRAP CAN CONTINUE UNIMPEDED TO BLOCKING `
<br />BELOW. 5IMFSON HTTI& CONNECTOR BLOCKING
<br />� NOTCH FOR ALTERNATE FLOORCONNECTION TR FLOOR 5*"r5. � STPALTERNATE LOORGO
<br />0 MASONRY 1ST FLR. SCALE= �4 =I'-ta° r. °_ �_ FINISH i24DE = �� _
<br />0 MASONRY 1ST FLR. SCAL�s % - ® � �\ \\/\\/\ :. «p z 54 O. � �cNT.
<br />TYPICAL
<br />LL AL BLOCK
<br />NOTE:
<br />1/2" MIN. PLYWOOD SHEATHING NAILED j / o LAP SHEATHING TO BOTTOM OF
<br />ax STUDS � 1S" o.C. W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, ----. (3) #� 5 REBAR / . (SEE DETAIL) OK BAND JOIST TYPICAL
<br />6 O/C EDGES, AND 12 O/C FIR D. ON 3 CHAIRALTERNATE
<br />R I /
<br />SIMPSON LSTA24 STRAP W/ 7-10d x 1 1/2" NAILS TO (2) ROWS OF Zx BLOCKING W/3" MIN. CLEARANCE 4� 1'�'$� I;2) �X TOP PLATES CAPACITY TRUS ����i�'�t� �,IDETAIL
<br />STUD & 7-10d x 1 1/2 TO BAND JOIST 0 F.A. STUD ®THIRD POINTS -SHINGLE ROOF- TRUSS SPAN 3O' MAX
<br />1/2"o x 8" "J" BOLT 0 24' O/C ADD (1) 20 STUD @ EA. TRUSS BRG. UPLIFT = 3575# (SPF)
<br />2"x BOT. PLATE W/ 2'OX 3/16' PLATE WASHER TYPICAL - 2X STUDS tsa O/C FOR 30' < TRUSS SPAN < 40' JOISDD UPLIFT = 4160# (SYP)
<br />W/ (2) 10d 0 6' O.C. z}-2x1� BLOCKING BETWEEN TRUSSES NOTE. (2} 2x4 STUDS FOR 40' < TRUSS SPAN < 47'
<br />W/ (4) 16d INTO RIBBON HILTT 1/2"0 KWiK BOLT II
<br />W/ 8" MlN. EMBEDMENT MAY 7 8" STUCCO FINISH PER ASTM C. 926 STRAP
<br />W V, m IN LIEU of ANc>-I�R 9u1 srH /IRSY i >�i�s SS /hIICK 2 T® `���,.. G p `J _ TILE ROOF TRUSS SPAN 25' MAX PRE-ENGINEERED WOOD TRUSS
<br />(2)-2x6 I71seoNs, EACH w/ 4-16d BOLTS. 3, • _ADD 1 2x4 STUD 0 EA. TRUSS BRG, � 24"O C MAX.
<br />NAILS INTO Fes. SFLOOR TRUSS EACH, 3RD LAYER 1/8 THICK. SCE - = 4 `) -0"4/' 4/
<br />SIMPSON SP1 0 EA. STUD FOR 25' < TRUSS SPAN < 32' DETAIL
<br />6x6 w1.4xW1.4 WWF (2) 2x4 STUDS FOR 32 < TRUSS SPAN < 39' SCALE HURRICANE ANCHOR PER
<br />OR FIBERMESH
<br />F 2X P.T. PLATE UPLIFT SCHEDULE
<br />SIMPSON HETA20 ® 24" O.C. W/ 10-10dL
<br />171
<br />X 1 1/2- NAILS INTO BLOCKING JOIST & MIN. 4"
<br />_ EMBEDMENT IN CONC.
<br />TRUSSES NEERED FL I - ' .I �/ GRADE ..
<br />NOTE: 6 MIL VAPOR BARRIER\�\//\\ I I �/\ ' {1) SIMPSON LSTA12 24" 0/C STAGGERED (TYP.) DBL S.P.F. TOP PLATE
<br />IF FLOOR JOISTS INTERFERE WITH TH£ PATH /j % 4, - ���,\ z EE FLOOR PLAN NOTES SIMPSON SP-2
<br />OF LSTA24 STRAP, BUILD OUT THE STUD W/
<br />Zx4x24' ATTACHED W/ {6} 16d NAILS UNTIL CLEAN POISONED AND COMP. a / � FOR REQUIRED CONNECTION "
<br />SOIL TM MODIFIED PROCTOR
<br />STRAP CAN CONTINUE UNIMPEDED TO BLOCKING N 2- ROWS 16d NAILS STAGGERED @ PACER BLOCKS SPACER BLOCKS /
<br />TI( a o 1 2 MIN. PLYWOOD SHEATHING BAILED
<br />BELOVY PER ASTIR D15b7} �� . a� ; 16 O/C EACH FACE OR 3-ROWS W/8d COMMON NAILS 0
<br />16d NAILS STAGGERED @ 1 V O/C 4" O/C BOUNDARIES, 6" O/C
<br />LTERNATE FLOOR CONNECT{�� (3) #5 CONT. 16d NAILS FOR 2"x10" OR GREATER HEADER EDGES, & 12" 0/C FIELD. PROVIDE 2x4
<br />AION NOTE: STD. 90' HOOK 20n 16° 0/C TYP. 2x S.P.F. STUDS 016" 0 BLOCKING ® PLYWOODAL SEAMS.
<br />MASONRY 1ST FLR. SCALE.- �4' =1'-0' APPLY S� TYPICAL WALL SECTION EACH PLY 7/8" STUCCO FINISH PER ASTM C. 926
<br />,Oj� K/S4 FOR ADDITIONAL P
<br />LY 3 LAYERS W/ TOTAL THICKNESS 7/8b
<br />INFORMATION ��.i.���E�.�� �®O.,�I�� OVER
<br />D�LA�`1%aSlHlac�.'E1� 3/8' THICK
<br />1I�`.•�L ``�� - 3i - - FLIGl TCH PLAT DER w/ 1/2"
<br />0 WOOD 1ST FLR. SCAI.,E. 4' -1' I"A' �74 � SIMPSON SP-1 2 ROWS 1/2- DIA. ANCHOR
<br />OWN"S BOLTS STAGGERED 0 24'° O/C
<br />NOTE: 2x CRIPPLE STUD FILLING AND BLOCKING AS 2'x8" P.T. PLATE
<br />FILL ALL CELLS BELOW GRADE WHEN (SEE PLAN FOR # REQUIRED FASTENED TO 8"x8"x16" K.O. BLOCK W/ (1)
<br />IS GREATER THAN a4' BUT LESS THAN OF CRIPPLE STUD HEADER W/ (2) 16d 0 16" O/C
<br />NOTE: _4L
<br />40" ABOVE GRADE UNLESS NOTED OTHERYASE I CONT. & FILL SOLID WITH GROUT
<br />SEE TYPICAL WALL SECTION C/Sl SEE SHEATHING SPECS ON FLOOR �� ��
<br />NOTE: FOR ADDITIONAL INFORMATION - 2x4 STUDS TYP.
<br />C;CRNER
<br />SEE TYPICAL WALL SECTION 8"CONC. BLK.
<br />.!/s4 FOR ADDITIONAL (1) ROW OF 2x BLOCKING 0 MID HGT. T*rf=IC L 'IT" ANZ) CORNER DETAILS(N INFORMATION FOR WALL HGT. _< 8'-6". {2) ROWS OF 2x ASONRY WALL
<br />TYPE "S" MORTAR BLOCKING ®3rd PTS FOR WALL IfGT. > 8'-6" N.I.Q. ( DESIGN AS CANTILEVER)
<br />(1) #5 VIwRT. IN FILL, CELLS .
<br />(SEE FOUNDATION PLAN & NOTES) 1/2-0 X e" "J" BOLT ® 24" O.C. P.T. BOT. PLATE L T, 2 — J' T�OR*WALL SE
<br />GT I ON
<br />W/ 2"Ox 3/16" PLATE WASHER TYPICAL !Dp SCALE: 3- 101'-0 4°
<br />z4"x4" INSPECTION PORT AT SIMPSON 5P1 � EA. STUD
<br />CONC SLAB -],,--'EACH FILL CELL TYPICAL NG FLOOR TRUSS/BEAM RE! R TO J/54 FOR ADDITIONAL INF >Fll TION
<br />2 x STUDS 0 16" O.C.
<br />6x6 W1.4xW1.4 WWF 6x6 W1.4xW1.4 WWF
<br />i OR FIBERMESH 2X P.T. PLATE
<br />OR FIBERMESH
<br />AIREVISED D8-15--03
<br />[� AN Nlj c
<br />SAMUEL. A. GREENSEF2S, F.E. *3.42�4=✓
<br />GRADE a b _ — ` W. Ao CREATEDr—�"�L Qi .i�� ® �4
<br />SEE PLAN FOR REQUIRED CONNECTOR ❑ ��, �0@122
<br />6 MIL VAPOR BARRIER \\,\�%\/ \� \/\ v- iv \ \ • o -�� /� ❑ IRWIN J. BEN -SON, P.E. 049i55 I'"I �� — (9 ) 6 4S 016 FAX a- ()
<br />_ �THE� DRAWNGS AND DESUS ARE THE ANT PROPERTY OF DANSW ENGNEERI% F.&. AND nib
<br />` N �\ / / ❑ ALI �465A5 HAKIM, Imo.:, 456186 3 SEC. GUST
<br />GUENT ON THIS PR{IECT. ANY R£3'RDDUCitON OR llNAUTHORlZED USE IS UrID. — 2GD3Cl FAN POISONED AND COMP. g
<br />SOIL.. (957.1 MODIFIED PROCTOR 4° Q � d �_ r /~
<br />PER ASTM D1557) \ /\ (3) #5 CONt ON 3- CHAIR LOAD BEARING/EXTERIOR FRAME TO Ti-E LEST Cr- TII-E EWsINEEf;;rs IQ�� AND BELIEF, Ti-IE yam;
<br />(3) #5 CONT. ON 3` CHAIR Wj 3" MIN. CLEARANCE �� � �
<br />STD. 90• HOOK " W/ 3" A�ilN. CLEARANCE
<br />8" 1'—$" 8" WALL HEADER DETAIL � N-ORIDRIDA SUILDIW3 PLANS AND SESPECTi� 06 FOR 120 4 3 SECS �
<br />(SEE DETAIL) 20 C�cLIST,DRAN E>CPO� 'IB° UND ZONE (2001 EDITION). WALE � TAT" PA VVISI v.
<br />ALTERNATE FOOT 1 N INTERIOR 2 — 6TCR"'r FAME 6E GT I ON. H SCALE: N.T.S. �� TI.116 DRAUINs 40 DESIC,N 15 VALID " 12 110NTHs AMER THE RATE Imo, N: /BLOCKS/STD 2001
<br />DATE IT 1$ 64NED AND SEALED.
<br />SCALE= %"=t'-�° � SCALE. 3/4'=P-O' 54 SIC D AND SEA�D I"oR THE STFZCTURAL PORTION OF THIS TYPICAL 2—STORY SECTIONSI
<br />DRAWR,* ONLY. LS
<br />
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