|
�_�'✓ENr OR 2ND FLOOR PARTY v � � ��-� ^RTy o
<br />WALL
<br />TYPICAL G.M.U. WALL _ �, !� i�„v;,,�I_I-'
<br />1/2" MINIMUM DEMENT FIM5H 1 5 VERTICAL REBAR FROM %
<br />� I �� rND_ TO K.O. BLOCK PARTY-,
<br />A
<br />I � - 314° FURRING STRIP I �� F11_LED S'`L Ir; 'w;' CR01�IT I � W.al_L
<br />STANDARD 3" DIA. TEE PARTY-- ��
<br />WALL [[�L 5 VERTICAL REBAR FROM 1/2 BLOCKS. ' S VF-RTICAL REBAR FROP,� -� I �-� j 112 BLOCK �. ! J _ 5_ `JER-ICAL RE EAR FROI,^
<br />THREADED 3' DIA. EXTENSION _ 1,;2" GYPSUM BOARD; n r _ __ -#
<br />SGREW OFF AP 3" DIA. W, �- N�. K.[ C3�O K I r= ND_ 0 K.C. BLOCK _ FND[ T [ K.O. BLOCK
<br />G i ) [RYWA� L '^CREWS I% FILLED SOLID W; GROUT I-� � -_.
<br />TII_Lt , SOL�J ��, �nO Fh_�_�ti', GROU
<br />FOR GLEAN -OUT [� @ d O.G. OR 4d LIUrr—v a x I� �� �I% / — 1 — �>
<br />DRYWALL NAILS j , -�[ L� _ I ---- -- - - --
<br />*1
<br />MIN. EXIENSION FROM EXTERIOR d ��
<br />�FAIGE OF BLOCK WALL 151 I/2" rill
<br />-
<br />5
<br />MAXIMUM EXTEN51ON FROM
<br />I
<br />EXTERIOR FACE OF BLOCK WALL ��- ��-� �- J� ��
<br />�J �� L—� �_-__ L� __ __J 1
<br />15 2 114" __ - 1,/2 BLOCK_-
<br />-
<br />N I
<br />1 - ?/2 BLOCK 1/2 BLOCK.
<br />TO DRAIN - _
<br />,! I T
<br />I� � — [', i1: TIN'. t- BLOB.. �`� '�'� TARN
<br />ly /' 112 B�_OCK \ 1 r--I , ' FII LED C`DLI_ STAGGER
<br />t ALL VERTICAL JOINTS
<br />I i I
<br />UJAL L CL E AN a OAT ��, -- ^�— [�/' -- �` �! --- ��/,LL---
<br />I
<br />5GALE: N.T.S. -
<br />SCALE: 3�11_11=�II SCALE: 3/4-0" SCALE: 3,411 I'-0" \[ 54 _11=/]iI
<br />REFER TO SDW... PA(5E5 FOR
<br />INSTALLATION INFORMATION BY MANUFACTURER.
<br />� IND CAT_F
<br />C TO BE FILLED SOLD W/ GROUT
<br />e 2- � �L-�f�l� _���iN��� I ILN� � „ (NO #JKtQUIRr_D) (U.N.c' ON PLAN)
<br />e
<br />e GALE: 3/41e 11-0I
<br />RE 14!F IN GROUTED CELLS
<br />f
<br />OPENII�f
<br />�
<br />I
<br />STANDARD
<br />hNDARD �D BEAM
<br />�' 2ND FL. a
<br />STANDARD
<br />jI
<br />a LINTEL
<br />��
<br />,L
<br />oPENG
<br />IFr--
<br />L�I
<br />a
<br />rRU55 BOTTOM G140RD OR DOUBLE 2x TOP
<br />x4 BLOCKING UP 2-16d TOE x BUILT-UP COLUMN
<br />NAILS e EACH END PLATE � -TOP jPI ICE
<br />Ilo
<br />1'"T,[ �aoo j-!8-ladNAIL�
<br />2x TOP PLATE ��--Zx GRIP) LES 16' O.G. \ II
<br />�-2-160 NAILS e 24" O.G. OR I - 5/8" 0 " "J" BOLT OR
<br />EQUAL TO TRU55 BOTTCh' I ��'^✓� , ii==I� 5/S" 4 NILTI KWIK
<br />CHORD OR BLOCKING I '_ACH END W/ 10d q� �'d ( 8'0;' 11 BOLT it �' MIN. 8"
<br />1 2x BLCLKiNG e
<br />/ EMBEDMENT
<br />4" O.C. FRO1'1 EAGN HEADER
<br />2x STUD a 24' --PAGE TO BLOCKING
<br />C.(-. MAX. I �Yp �\ ; �� \ 1 ��j
<br />PROVIDE NILTI X-GF NAILS --(2) 2x HEADER �.
<br />2x P.T. PLATE �[ OR EQUAL a 12" O.C. PER FLAN B UPLIFT= 3250" (SYP 02)
<br />STAGGERED FROM BOY.
<br />SEE A/S3 FOR iI 1
<br />I KNOCK -OUT -- -- T _ \ PLATE TO CONCRETE *_ � _ - �
<br />I NOTGI-4 LINTEL WAIERE REQUIRED, REINF. INFO. [ 2x BOTTOM PLATE W/ (1) 10d e 8"
<br />BLCGK W! Cli "5 ' F Fz / i ��; �� E � NOTE:
<br />cR CONCRETE DACE TENT J.G. TO EAGN HEAD P FA CE
<br />VERTICAL WALL REINF. DETAIL �� � L� OTT(�M SP'''��
<br />SCALE :NTS
<br />T �'Fi(_—,4L !NTERICI � NON=
<br />EE4RING 'LiJOC D FRAME U✓/ALL / ��\
<br />2 x fil'N.; F A�`E
<br />UJ LL � fi I I
<br />MATE LEN,;TNS MILS! Br U` OvER [L I
<br />AT LEAST 8' 0" LONG. TYPICAL I I
<br />TOE �L � �I �� %art �i'
<br />5C4LE: N T.S.
<br />F = 2240 LS
<br />f
<br />� NT T i � N
<br />5CALE: NT.5.
<br />SCALE: N.T.S.
<br />SC �I E: NTS
<br />7U5P 5PT4 5PT247 USP 5PT4 -1 SPT24�I U; P 5=
<br />ROOF T RIuJ:, .ROVE
<br />i �ERL APrNG / 2X4 BLOGKING
<br />/ I
<br />i
<br />� X
<br />06. r\ , y 5 _ 6„ G- (2) iod 70E NAILS
<br />EA. BLOCKING
<br />I ��I
<br />2X8 WALL ABOVE
<br />ENTRY
<br />Hel K.O. BLOCK W (U
<br />�ANG�CR BOLTS e 24'
<br />O.':. ^TAX N \ FILLED
<br />\_ ANCHOR BOLT
<br />T' _"[.45ONRY WALL
<br />-�� LJHEN STUD LENGI4T� 6 12 O!C FOR 2 "xl0 OR v F T Fr TO`^ ^'" �_ \
<br />r A 2X?5, �0I l v I PLH �% I
<br />% 5 LE55 THAN 12" USE GREA ER HEADER
<br />5LO,< POUF,5INGGOFNEF INTEF6ECTI0N ! 7l-Ff!_AL FILLED LINTEL 11GLSTA30sTRAPSAT ��! —-------
<br />\_ 1
<br />/ SCALE: N T / ;/ E4CI4 571,C) WRAPPED \-54_°x10" "J" BOLT e 24' O 'I" AX.
<br />SCALE- /41I, 1'-O" OVER TOP PLATE 4 ( G 1 "'B T-�^�
<br />NAILED TO HEADER � USP l PER O I �� FL AT€/
<br />EACH S!DE W! 11 06 v USP SPT4-� SPT247 T-IJSP 5PT4
<br />7RU55 BOTTOM GI-DRD OR NAILS N�ADER W/ 1/2' FLITCH
<br />CN
<br />12x4 BLCI ING W/ 2-1&d TOE
<br />- - - - - - - NAILS a EAG4 END 10d NAILS a S" _ PLATE
<br />[ - -[ - - O/C TTP. FILLING AND BLOCKING A5
<br />[ SOLID AREAS ARE u 50LIC AREAS ARE _ REQUIRED FASTENED TO
<br />STEEL AND GROUT f� F' STEEL AND GROUT �� DOUBLE 2"x4" - HEADER W! (2) ROWS OF 12d e
<br />❑ i z CRIPPLE STUD � 16" 0,C UNLES- NOTED
<br />INTERIOR SAW GUT TO 10 1/2' SAW GUT TO !0 1/2' FULL 5xL3xi6 BLOCK e 5i8" 25 AG MSG ER I * TYPICAL ('U.N.O.) OTHERWISE
<br />WALL �[ Ell III �,� STEEL TRACK RUNNER -
<br />f JC -3 5/8" 5TEEL 5TUD e 24" `P
<br />DOOR OPENING-�--* DOOR OPENING N� �-DOOR OPENING--CL x4 51UCS T
<br />L� O.G. MAX W/ 2) NC. I x 5/v" f
<br />UTAFER HEAD SELF i 5EE PLAN FOR REQUIRED
<br />fL I
<br />ji �DRILLING a TOP 4 BOTTOM `CONNEC7ION5
<br />EXTERIOR
<br />WALL 3 5127 GA. MS . ( o0 0�,
<br />❑� STEEL TR.4GK RUNNER P.T. QOT. PLATE
<br />W/ HILT! X-CF NAILS OR [
<br />-- -I Ell�Ir - - - EQUAL'e 12" D.G. -F X6 W1.4XW1.4 WWF OR ,. WN CONNECTIONS I
<br />15T COARSE 2ND COARSE 3RD COARSE BtRMESH NOT REQUIRED e BEARING
<br />WALL5 WITHOUT UPLIFT
<br />MA5ON TO LAY BLOCK 45 5i4OWN ABOVE. EVERY COAR5E'*JU5T BE BONDED TC THE 1"
<br />L
<br />2X4 STUDS e 24' O ,C.
<br />i5'x10" "J' BOLT
<br />e 24' O.G. M'I AX.
<br />I1 1'1!N. (2) PER
<br />BOTTOM PLATE
<br />115EGTi01y 2X4 F.T.
<br />PLATE
<br />ti.
<br />r2 VERIFY T1-4AT ALL REINFORCEMENT !445 BEEN PLACED
<br />SEE FLOOR PLAN NOES FOR F74
<br />REQUIRED GONNECTION
<br />/ )SEE FLOUR PLAN FOR ADDITIONAL !NFOR" ATION. �\ 1
<br />T� / r u 07 2x GRIPPE a e lie)' �
<br />�4) OPENING_-S LESS 11-+AN OR EQU.aL U G>'-�D" IN I.UiDT, , DC N.. E., T iO O.G. I ,1 -2-ROWS 12d NAILS STAGGEp.EC
<br />REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON Wi USP SPT24 ,YP. [ a 12" C/C EACH FACE OR
<br />FLOOR PLAN. TOP AND BOTTOPI j 3-ROUTS 12d NAILS 5TAGGEREC
<br />i I
<br />d/
<br />I
<br />I
<br />�L- -
<br />-
<br />L PRECAST LINTEL W1 (1) #5 CONT. IN
<br />OPENiNG5 GREATEfR THAN 9)'-0" WIDE
<br />ON PLAN)
<br />0f=EN INS
<br />L
<br />FILLED DELL lll/ (I)' VERTICAL-
<br />5EE FDN. PLAN FOR LOCATION
<br />�I
<br />__
<br />I II
<br />_
<br />I -
<br />--
<br />i
<br />i
<br />—�I I
<br />III JI
<br />I FILL LINTEL AND ALL CELLS ABOVE LINTEL.
<br />NOTE: FOR BEAM DEPTH >22", PROVIDE A 4" x 4" INSPECTION PORT
<br />a EACH VERTICAL REBAR 6 DIRECTL` ABOVE 7LIE LINTEL.
<br />HEADER SUPPORT
<br />NO. OF JACKS 4 STUDS
<br />REQ. AT OPENING5
<br />OPENING
<br />SIZE
<br />2" x 4" L4LL 2' x 6' WALL
<br />J4CK5 STUDS J4CK5 5TUD5
<br />E4 END EA ENE) EA END EA END
<br />(1)
<br />(2i
<br />(1)
<br />L(2)
<br />(2)
<br />(3)
<br />(2)
<br />(2)
<br />\
<br />\\� \
<br />INTO
<br />I
<br />I
<br />\V A
<br />TR>tiN50M
<br />FRA^IiNG
<br />1
<br />I
<br />!
<br />TR4N5CM FRAMING \�\
<br />I
<br />SEE SECTION 44/51
<br />AND BB; 51 FOR
<br />ADDITIONAL DETAILS
<br />FUSE' aPT22
<br />I
<br />-RECE55
<br />LINTEL
<br />1
<br />�USo SP' 4
<br />I USP SPT4
<br />;
<br />--10d
<br />. ---[ 10d NAILS e 6" O.G.
<br />STAGGERED ,\ �/ ,
<br />' STAGGERED
<br />KA TRANSOM FRAMING
<br />o 0
<br />BEYOND. -y
<br />PLYWOOD
<br />SHEATHING
<br />PLYWOO -_A cN 1 C R. SES
<br />WITS{ 5d CO"`'ON .JiR= �.�1�5 e 4"��
<br />O/.', E30l1NDAR1=5 6 Oir- cDr'=5 I � -� 14� �/�
<br />1 r S-iE' LNG
<br />.'._ ✓�ti.�.'lis I j � l� /yi G,-s�i< v�L_ i.`'. � � �" D.G. "'AX.
<br />I N. PAR BOTTOM PLATE)
<br />T4 I
<br />1 ; I
<br />II N
<br />COARSE BELCW. EVER` THIRD (3RD) COARSE THE !I" DOOR JAMB WALL IS TO BE \ PLATE '
<br />T - I� �/ �L b� � � �E AIL PLATE
<br />WOVEN INTO THE MAIN FRONT TO REAR WALL A5 5HOWN. `I h C. A L IN7� RI OR jN CN
<br />E�IN T �IL L i GALE: N.T.5. Ca TLC < AL �:7 ' CEO^✓ �NT�Y 7 [�\\
<br />��, / L-5%0"x1a' °J° BOLTS to 24° c.G.MAx..
<br />(MIN. (2) PER BOTTOM PLATE) \\
<br />f SCALE: N.T.S. �
<br />SCALE: N.T.S.
<br />I
<br />--
<br />\ �\
<br />\
<br />TRANSOM FRAMING �
<br />\
<br />\-NAILED INTO
<br />TRANSOM
<br />FRAMING
<br />SEE 5ECTION 44/51 AND \ `\
<br />55/51 FOR ADDITIONAL ���
<br />DET.4!L6
<br />USP —�
<br />5PT22 I
<br />�
<br />�REGESS
<br />LINTEL
<br />USP
<br />SPT4
<br />U
<br />- - !--I X8 PT BOTTOM--
<br />I
<br />DANSCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />p. 813.645.0166
<br />I f.813.645.9698
<br />I www.danscoengineering.com
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<br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE A.ND
<br />BELIEF THE STRUCTURAL PLANS AND SPECIFICATIONS
<br />COMPLY WITH 2O07 FLORIDA PESIDENTIAL BUILDING
<br />CODE N LUDING 21DJ9 SUPPLEMENT). SECTION
<br />PKIFOR 120 MPH. 3 SEC Gl,n. EXPOSURE "C"
<br />ENCLOSED [INTERNAL PRESSURE COEFFICIENT = 10.181
<br />IIIND ZONE.
<br />THIS DRAW ,G AND DESIGN IS VA .D FOR 12 MONTHS
<br />AFTER THE DATE IT IS zC,IED AND SEALED
<br />SIGNED Af D '-EALPL FOR THE SI RUCTURAL PORTION
<br />OFTHIS DRAVJINGONLY.
<br />(�2010 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY tAA.NHER WITHOUT VRITTEN
<br />CONSE:47 FP.Oh1 LE JVAR COPPORATIGN_
<br />020'0 THESE DRAWINGS AND DESIGNS ARE THE JOINT
<br />PROPERTY OF DANSCO ENGINEERING. LLC AND THE
<br />CLIENT CN THIS PRO 'ECT. A NY REPRODUCTION OR
<br />U'IA IJTHORIZED L'SE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />02.02.09
<br />1.0 2007 FBC UPDATES
<br />10.29.09
<br />1.01 FFPC 2007 UPDATE
<br />05.0/.10
<br />2.001 FIREWALLS
<br />07.28.10
<br />3.00 ADD ALT. ROOF
<br />SHEATHING FOR TILE ROOF
<br />1 1.12.10
<br />4.00 ADD STEM WALL DETAILS
<br />I
<br />VERSION NO. 4.00 / 1 1.12.10
<br />CA 25948
<br />SAMUEL A. GREENBERG,
<br />P.E. #34245
<br />' THUY H. HUYNH,
<br />P.E. #60122
<br />IRWIN J. BENSON,
<br />P.E. #49758
<br />n � � rrr••,
<br />,,,���.0
<br />H . •.
<br />log
<br />* No. 60122
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<br />•rrQlsuL���l���,
<br />I
<br />SHEET TITLE:
<br />SECTIONS, DETAILS, NOTES
<br />I
<br />SHEET INFORMATION:
<br />JOB NO.: 290127
<br />DATE ISSUED: 02.02.09
<br />DRAWN BY: DZ
<br />REVIEWED BY: TH/AS
<br />S4
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