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11
<br />a + p ,a
<br />Q.U.C.
<br />NOTE EXTEND SHEATHING TO BOTTOM
<br />OF BEAM OR GIRDER SIMPSON LSTA24 STRAP W/ 7-10d x 1 1/2' NAILS TO STUD 2"x4" PANEL BLOCKING 0 48" O/C �T2ND FLOOR FRAMING - SEE
<br />& 7-10d x 1 1/2" TO BAND JOIST 0 EA. STU 12 " FOR THE FIRST 8'-0' OF END WALL DECKING SECTION J/S4
<br />PRE ENGINEERED WOOD TRUSS 0 24 O.C. MAX. }-R� EA. END. (TYP.} TOP &BOTTOM
<br />&7-1SIMPSON LSTA24- 111 STRAP W/ 7 JOIST
<br />x 1 1/2" NAILS TO STUD CHORD ATTACHED W/ (2) 16d TOE NAILS PROVIDE A M&N. OF 1 3-1 Cd
<br />& 7-tOd x i 1/2' TO BAND ,JOIST 0 EA. STU
<br />2nd Fl.00R WALL HURRICANE ANCHOR CAA EACH TRUSS
<br />ROOF COVERING BOX NAILS 0 1 1/2' O.C'.
<br />BAND JOIST 2'x BOT. PLATE SIMPSON LSTA24 STRAP W/ 7-10d x 1 1/2" NAILS TO (MAX) ABOVE FLOOR SYSTEM
<br />W/ (2) 10d 0 8" O.C. 15 LB ROOFING FELT UNDER 90 LB FELT HOT STUD & 7-10d x 1 1/2" TO BAND JOIST 0 EA. STUD FLOOR SYSTEM
<br />2nd FLOOR WALL MOP (TILE) 15 LB ROOFING FELT (SHINGLES)
<br />-~�-d R19 INSTIL. MIN. OOR J(XSTS -SEE FRAMING PLAN
<br />1/2- CDX PLYWOOD OR 7/16 O.S.B.
<br />*(1T Alt
<br />(2) lild 4 6" O.C. 10
<br />SIMPSON HETA20024" O.C. W/ 10-10d
<br />,• X 1 1/2" NAILS INTO BLOCKING JOIST &
<br />BEAM/GI tiDER MIN. 4" EMBEDMENT IN CONC. PROVIDE: CONTINUOUS
<br />" GYP WB--�~ DRIP EDGE 2'x4 CROSS BRACE 0 48' O/C FOR TOOMCASONRY BELOW B.U.C.
<br />I SIMPSON MSTC40
<br />1/2 HIGH STRENGTH OR 1/2' G THE 1ST 2-0 OF END WALL W/ (2)
<br />SIMPSON A35 0 24' O.G. "
<br />5/8' GYP WB W/ 1 3/8 1Gdx3 0 EA. END INTO 2'x4' BLOCKING , -
<br />�, DRYWALL NAILS OR DOUBLE 2"x S.P.F. TOP PLATE
<br />ASClA BOARD
<br />1st FLOOR WALL
<br />--� DRYWALL SCREWS 7' O/C SIMPSON SP2 0 EA. STU Q
<br />OOR TRUSS/JOIST NOTE: EXTEND SHEATHING TO BOTTOM CEILING & W O/C WALLS R11 INSUL MINOF
<br />OF BAND JOIST (1) ROW OF 2x BLOCKING 0 MID HGT. 1/2" MIN. PLYWOOD SHEATHING NAILED 2�(j �.00� FRAME CONNECTION PROVIDE A MIN. TA
<br />7 1 /4"x 1 3/4" TAPCONS
<br />SIMPSON LSTA24 STRAP W/ 7-10d x 1 1/2' NAILS TO FOR WALL HGT. _<W-C. (2) ROWS OF 2x W/ 8d COMMON NAILS 0 4" O.C. BOUNDARIES, 1 3" O.C. (MAX) 0 MASONRY WALL
<br />STUb & 7-•10d x 1 1/2' To BAND JOIST 0 EA. STUD BLOCKING 0 3rd PTS FOR WALL HGT. > 8'-6' 6" Q.C. EDGES, AND 12" D.C. FIELD. PARALLEL TO MASONRY WALL SCALE:
<br />16' O.G. 2X S.P.F. STUD
<br />MASONRY WALL
<br />APPLY7/8' STUCCO FINISH PER ASTM G. 926 C6. IMf=CJON MS TC 40
<br />FIRST 2 LAYERS �"TTHIGK EACH. THICKNESS
<br />3RD7LA8YER 1%8" MTli�lt� LATH. .
<br />CONNECTION DETAIL
<br />Z1�I� FLOOR FRAME CONNECTION ,� 2NL ��.00�:, ��2,41'"IE CONNECTION
<br />3/4" PLYWOOD DECKING GLUED SIMPSON LSTA24 STRAP W/ 7-10d x 1 1/2" NAILS TO (ALT. TO �4TT`Iro CONNECTION)
<br />SCALE: N.T.5. AND NAILED W/ 8d COMMON 0 2"x BOT. PLATE STUD & 7-10d x 1 1/2" TO BAND JOIST 0 EA. STUD
<br />€(�D 1ST Fg„R, SCALE: N.T.S_ �j 6" % EDGES AND 12" O.C. Flan w/ (2) Lod & 6" O.C.
<br />6C,4L_E: A/V = V - 0'
<br />REFER TO DETAIL J/84 FOR ADDITIONAL INFO REFER TO DETAIL J/S4 FOR ADDITIONAL INFO x BAND JOIST (SEE PLAN FOR SIZE)
<br />2
<br />WOOD 'I' JOIST, PRE-ENGINEERED (� NOTE: SIMPSON HTT16 CONNECTOR SEE DETAIL J/S4 FOR
<br />FLOOR TRUSSES OR CONVENTIONALLY LAP SHEATHING TO BOTTOM OF (SEE PLAN FOR SIZE) WALL STRAPPING
<br />FRAMED FLOOR SYSTEM �S4• ETAL SEAT PLATE BAND JOIST TYPICAL
<br />2x STUDS 0 18" O.C. ,-SIMPSON LSTA24 STRAPAW/ 7-10d x 1 1/2" NAILS TO
<br />FLOOR SYSTEM
<br />2'x EDT. PLATE STUD & 7-10d x 1 1/2 TO BAND JOIST 0 EA. S.P.F. (16' O.C.)
<br />W/ (2) 10d 0 6' O.G.
<br />1/2" GYP WB SIMPSON HETA20 0 24" O.C. W/ 10-10d 2X BLOCKING UNDER .,
<br />2'x BLOCKING BETWEEN JOISTS 1 2" HIGH STRENGTH OR �_ " ALL BUILT-UP COLUMNS ° B.U.C. OR CRIPPLE STUDS
<br />2 x BOT. PLATE / X 1 1 /2 NAILS !N BAND JOIST &MIN. 4" 12d 0 10" O.C. EA. SIDE
<br />W/ (2) 10d 0 6' O.C. SIMPSON I.STA24 STRAP W/ 7-10d x 1 1/2' NAILS TO W/ (4) 16d INTO BAND JST. 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' JOIST INSUL ON EXT. !
<br />OR CONY. FRAMING ETAL SEAT PLATE DRYWALL NAILS OR f I i
<br />BLOCK WALLS 8"x8"X16" CONC. KNOCKOUT BLK. 5/8"0 ANCHOR BOLT THRU FLOOR E i
<br />DRYWALL SCREWS 7" O/C a
<br />„ W/i#5 ROD CONT, FILLED SOLID W/GROUT SYSTEM INTO BELOW L.LV�MIN. (1)) SiMPSO►� STHDI4RJ
<br />2X6 RIBBONS, EACH W/ 4-16d CEILING & 8 O/C WALLS STD. 90" HOOK ND BEAM %d CRIPPLE STUDS W/
<br />NAILS INTO EA. FLOOR TRUSS 00 38-16d SINKERS
<br />(SEE DETAIL)
<br />SIMPSON HETA20 ® 24" O.C. W/ 10-10d00
<br />X 1 1/2" NAILS IN BAND JOIST & MIN. 4"
<br />00
<br />EMBEDMENT IN CONC. ARCHITECTURAL00
<br />FINISH II «:Qa. 0� BETWEEN BLOCKINGV M
<br />SIMPSON HETA20 0 24" O.C. W/ 10-10d 1x WD FURRING �I a
<br />X 1 1/2- NAILS INTO BLOCKING JOIST & MIN. 4" (1) SIMPSON HETA20 0 24" O.C. 0 1$" O.C. 0 FLOOR DECK
<br />W/ 10--1 Od X 1 1 j2" NAILS
<br />EMBEDMENT iN CONC. 8"x$"X16" CONC. KNOCKOUT BLK. (1) #5 VERT. IN FILL CELLS INTO BAND BEAM AND 4" MIN. °
<br />PRE -ENGINEER® FL W/1 ROD CONT. FILLED SOLID W%GROUT BASEBOARD (SEE FOUNDATION PLAN & NOTES) EMBED INTO CONCRETE FLOOR MOIST
<br />TRUSSES I 'I STD. 90' HOOK-y __#
<br />(SEE DETAIL) NOTE MIN. 2500 Psi CONC SLAB FIRST FLOOR BLOCK WALL 0
<br />IF F10�t JOISTS INTERFERE WITH THE PATH
<br />OF LSTA24 STRAP, BUILD OUT THE STUD W/ 4'x4" INSPECTION PORT AT
<br />2x4x24" ATTACHED W/ (6) 16d NAILS UNTIL �v 6x6 W1.4xW1.4 WWF EACH FILL CELL TYPICAL
<br />STRAP CAN CONTINUE UNIMPEDED TO BLOCKING
<br />r OR FlL3ERMESH
<br />hh ## BELOW. 5l1�CFaON PT T I & CONNECTOR NOTCKI G
<br />TI VTOO CONNECTIONTRUI �OO 5�5_ STRAP
<br />ALTERNATE FLOOR CONNECTION � =—� � �� a : D
<br />0 MASONRY 1ST FLR. SCALE- 3f4'=I'-V S.d. SCALE: 3�,d•=I'-�� �� \ \/\�\ o FINISI-I R4D� " �� ° - K.G. BLOCK
<br />0 MASONRY 1ST FLR. \ r ao
<br />AL BLOCK —
<br />WALL
<br />" P THING NAILED ` - a. �\ LAP SHEATHING TO BOTTOM OF
<br />1/2 MIN. PLYWOOD SHEATHING / /
<br />2x STUDS 016" O.G. W/ 8d COMMON NAILS 0 4" O/C BOUNDARIES, - (3) # 5 REBAR �//�(SE � DETAIL_) O BAND JOIST TYPICAL
<br />6" O/C EDGES, AND 12" O/C FIELD. ON 3" CHAIR 2 2x TOP PLATES CAPACITY ALTERNATE L/54 DETAIL
<br />�
<br />SIMPSON LSTA24 STRAP W/ 7-10d x 1 1/2" NAILS TO (2) ROWS OF 2x BLOCKING W/3" MIN. CLEARANCE 4" 1'-8# () TRU
<br />STUD & 7-10d x 1 1/2' TO BAND JOIST 0 F.A. STUD ®THIRD POINTS - SHINGLE ROOF- TRUSS SPAN 30' MAX UPLIFT - 3575# (SPF) 54
<br />1/2"O x 8" 'J' BOLT 0 24' O/C ADD (1) 2x4 STUD 0 EA. TRUSS BRIG. UPLIFT = 4160 SYP
<br />2'x BOT. PLATE - b � AND
<br />w/ 2-OX 3/16 PLATE WASHER TYPICAL 2X STUDS 0 16 O/C FOR 30 < TRUSS SPAN < 40 JOIST
<br />( )
<br />W/ (2) 10d 0 6" O.C. 2)--2x6 BLOCKING BETWEEN TRUSSES ,
<br />W/ (4) 16d INTO RIBBON NOTE' (2} 2x4 STUDS FOR 40 < TRUSS SPAN < 47
<br />HILTI 1/2.0 KWIK BOLT !I 7J8" STUCCO FINISH PER ASTM C. 926 /- i^� j
<br />BE S MIN. EMBEDMENT MAY APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8' 2 5T O � WALL SECT i O `1 J STRAP
<br />BE USED !N LIEU OF ANCHOR O� METAL LATH. FIRST 2 LAYERS 3/8' THICK �- TILE ROOF- TRUSS SPAN 25' MAX PRE-ENGINEERED WOOD TRUSS
<br />(2)-2xs RIBBONS, EACH w/ 4-16d BOLTS. 3` ADD (1) 2x4 STUD 0 EA. TRUSS BRG. 24"O/C MAX.
<br />NAILS INTO EA. FLOOR TRUSS EACH. 3RD LAYER 1/8' THICK. , ,
<br />SIMPSON SP1 ®EA. STUD FOR 25 < TRUSS SPAN < 32 DETAIL ro
<br />6x6 W1.4xW1.4 WWF (2) 2x4 STUDS FOR 32' < TRUSS SPAN < 39' SCALE: I1/2' = I' _O' S4 HURRICANE ANCHOR PER
<br />OR FIBERMESH
<br />" � 2X P.T. PLATE UPLIFT SCHEDULE
<br />SIMPSON HETA20 0 24 O.C. W/ 10-10d !
<br />X 1 1/2" NAILS INTO BLOCKING JOIST & MIN. 4" °
<br />TRUSSES NEERED FL I+- • .I EMBEDMENT IN CONC./\/ GRADE
<br />NOTE:/\\�\�`�\� I _ I \ ' � (1) SIMPSON LSTA12 0 24 0/C STAGGERED (TYP.)
<br />DBL S.P.F. TOP PLATE
<br />IF FLOOR JOISTS INTERFERE NTH THE PATH 6 MIL VAPOR BARRIER
<br />OF LSTA24 STRAP, BUILD OUT THE STUD W/ EE FLOOR PLAN NOTES SIMPSON SP-2
<br />CLEAN POISONED AND COMP. FOR REQUIRED CONNECTION
<br />2x4x24' ATTACHED W/ (6) 16d NAILS UNTIL SOIL (95% MODIFIED PROCTOR � � iv --1/2' MIN. PLYWOOD SHEATHING NAILED
<br />STRAP CAN CONTINUE UNIMPEDED TO BLOCKING PER ASTM D1557) ° ' " 2-ROWS 16d NAILS STAGGERED 0 PACER BLOCKS SPACER BLOCKS /
<br />BELOW g„ ' .. �.: 16" O/C EACH FACE OR 3-ROWS W/8d COMMON NAILS 0
<br />16d NAILS STAGGERED 0 16" O/C 4" O/C BOUNDARIES, 6" O/c
<br />"` " ` FLOOR
<br />� �0NNECTION (3) #5 CONT. 16d NAILS FOR 2"x10" OR GREATER HEADER EDGES, & 12" O/C FIELD. PROVIDE 2x4
<br />.ALEf`� t� NOTE: STD. 90' HOOK 20' 16" O/C TYP. 2x S.P.F. STUDS 0 16" Q/C BLOCKING ® ALL PLYWOOD SEAMS.
<br />SEE WALLSTM C
<br />*MASONRY 1ST FLR. SCALE: ��'-I'-Q>' jL. K/S4 FOIR CAL ADDITIONALCTION EACH PLY APPLY 3 LAYERS7/8* STUCCOISH W/ OTA THICKNESS67/8'
<br />INFORMATION ALTERNATE FOOTING � OVER METAL LATH. FIRST 2 LAYERS 3/8 THICK
<br />OUBLE HEADER W/ 1/2" EACH. 3RD LAYER 1/8" THICK.
<br />® WOOD 1ST FLR. SCALE; 3i.� ° I'-�D' S S 2 MORROW FLITCH PLATE SIMPSON SP-1 2 ROWS 1 /2" DIA. ANCHOR
<br />BOLTS STAGGERED 0 24" O/C
<br />NOTE: 2x CRIPPLE STUD FILLING AND BLOCKING AS
<br />2'x8" P.T. PLATE
<br />FILL ALL CELLS BELOW GRADE WHEN (SEE PLAN FOR # REQUIRED FASTENED TO " "
<br />IS NEATER THAN 24' BUT LESS THAN OF CRIPPLE STUD HEADER W/ (2) 16d 0 16" O/C
<br />40' ABOVE GRADE 8 x8 x16" FILL K.O. BLOCK W/ (1)
<br />NOTE: UNLESS NOTED OTHERWISE #5 CONT. & SOLID WITH GROUT
<br />SEE TYPICAL. WALL SECTION C/81 SEE SHEATHING SPECS ON FLOOR � u '...
<br />NOTE: FOR ADDITIONAL INFORMATION 2x4 STUDS TYP. T
<br />SEE: TYPICAL WALL SECTION 8"CONC. BLK. COi�NI�:
<br />J/S4 FOR ADDITIONAL (1) ROW OF 2x BLOCKING 0 MID HGT. T*rf=1C,4�, "T" ,AND CO�:i� ER DETAIL6 N
<br />INFORMATION FOR WALL HGT. S 8'-6". (2) ROWS OF 2x
<br />TYPE "S" MORTAR BLOCKING 0 3rd PTS FOR WALL HGT. > 8'-6* S' �� �. S ASONRY WALL (DESIGN AS CANTILEVER)
<br />(1) #5 VERT. IN FILL; CELLS j�
<br />(SEE FOUNDATION PLAN & NOTES) 1/2"0 x 8" "J" BOLT 0 24" O.C. P.T. BOT. PLATE ALL. 2-5`TCR� WALL 5ECTION
<br />" " SIMPSON SP1 0 EA. STUD W/ 2"Ox 3/16" PLATE WASHER TYPICAL 0 4pOR
<br />SCALD: 3�4 ° = I' -�"
<br />CONC SLAB z /�4 x4 INSPECTION PORT AT FLOOR TRUSS/$EAM
<br />_ 54
<br />7 f EACH FILL CELL TYPICAL ���'
<br />6x6 W1.4xW1.4 WWFC'J 2 x STUDS 0 16" Q.C. fF'=R t0 J/Sh FOR ADDITIG)I�EAL IN`1,4TI®N
<br />OR FIBERMESH 2X P.T. PLATE 6x6 w1.4XW1.4 WWF
<br />d a. OR F-iBERMEsH REVISED 08-15--�03
<br />A_
<br />❑ SAMUEI A. G�Et�taER�x, E. +�3245 IN Ili! a F a
<br />GRADE -- _ a T,I�r' 4-I. NLlYN4-},_ �tomlZ2 ®CREATED 01-02-02
<br />�o P.O 80X 3� - �OLLO A ®III �A 33012
<br />6 MIL VAPOR BARRIER /�\\ \ `\\` :- = �. p \\ SEE PLAN FOR REQUIRED CONNECTOR n IJIN Ja SEI`ESON'{ ° ®
<br />L �1 , F.E.F� 0 SI50 I G I V f i I i �.
<br />ES 4510@71EIE DRAiMNGS AND DESIGNS ARE THE ,1mT PROPERTY OF DM= ENG�MURG, P.A. AND THE
<br />\/\// �j • • �/ �� CUENT ON IRIS PROC7 ANY REPRODUCTION (H2 UNAUTHORI7FD USE 15 PRDHI�
<br />CLEAN POISONED AND COMP. � � � �\N � � � /� [l ALI A55AS HAKIM, PIE—, 45(o186 3 SEC. GUST
<br />SOIL.. (95% MODIFIED PROCTOR a° a a d Q � - �
<br />PER ASTM D1557) ��r� (3) , CONT. ON 3" CHAIR LOAD 3 ,4 '.i1�C / >C�' i?f 4ic i2>��"1 TO Tf-E SEsT o>- THE �INMR,$ KNOW WGE AND BELIEF, t4-!I" J�
<br />(3) #5 CONT. ON 3" CHAIR " " " W/ 3" MIN. CI-EARANCE LENNAR HOMES
<br />/� t �^�, $TR�IC:IURAL, PLAINS AND SPECIPIG4tiON3 COMPLY Illl'Ci-I i4-Llr
<br />STD. 90' HOOK " W/ 3' MIN. CLEARANCE 8 1 -$ $ f-k�� HEADER DETAIL �`" FLORIDA IBUILDIN, CODE, SECTION 160 ? FOR 120 MPN 3 SECOND 8C�� 1�tOTEp ,�°a
<br />GUST, E»c 1111ND XONE (200f EDITION). i'A1"fF'A 1�IY631
<br />(SEE DETAIL) 2O SCALE: N.T.S. �.�' THIS DRAWLNfs AND DESIGN IS VALID 1=oR 12 I DT i/ZtfD Iv: /Lots/sT 200
<br />ast
<br />ALTERNATE FOOT INS INTERIOR 2-5TOR-T- FiA�IE 5ECTf ON, H DATE IT IS Wx AND sI�,�LI=D. TW5 �R T�
<br />SCALE: �%"=I'-O° S�. SCALE: 3�4"=I'�O' GJ SZ*W AND SEALED FOR TNT: STRUCTURAL PORTION OF THIS TYPICAL 2-STORY SECTIONS 4 DETAILS
<br />DRAWINGS ONLY,
<br />84
<br />Ill i—I 5.7' —1 i VFTRI.u1�lCb NII `abTumTAt.uJT. 1�6—`116Lii
<br />
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