|
KNO K36' MAX,-0UT BLOCK NOTCH LINTEL WHERE REQUIRED
<br />12 RE -ENGINEERED WOOD TRUSSES 0 24" O/C ,r GIRDER TRUSS W/1)5 FOR CONCRETE PLACEMENT
<br />PLIFT CONNECTOR (SEE SCHEDULE) PREFAB CHIMNEY CAP < , ' d STD. 90' HOOK
<br />(TYP.) SEE ELEV. SIMPSON ; : - 2"x BUILT-UP COLU��l4!
<br />--- 0 S F ?"x4 s.: TO SLATE SIMPSON H5 AT I LAs1 ItNG HTTiB TYP-
<br />1 2"x4" BLOCKING (SEE MANUF. ATTACH BLOCKING b '• - a. °
<br />IMPS(X•I MT512 EA. CORNER Y'' ..: FILL CELL BOND BEAM
<br />EACH JOINT TYP. SPECS. FOR MINIMUM DISTANCE) TO TRUSSES W/ SIMPSON SLOPE CONT #5 BAR °°°° 18-16d NAILS
<br />7/8" STUCCO FINISH PER ASTM C. 926 A34 ANGLE TYPICAL RE —ENGINEERED _ m4oe
<br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/$" EX OR FINISH WOOD TRUSSES STD. 90' HOCK-/
<br />OVER METAL LATH. FIRST 2 VYERS 3/8 Q�
<br />THICK EACH- 3RL? U�YFR 1�$ TIaICK. ,PREFAB CHIMNEY �} �2X TOP PLATE ° 5/$„x$' °J" BOLT Ck
<br />CONT. #5 :::: 5/$»� HILT] KWIK 801 T
<br />zz / } ,PREFAB CHIMNEY ASSEMBLY 5/8 0 THRU RECAST LINTEL W/ (1) #5 CONT. W MIN. $ EMBEDMENT
<br />CRICKET AS REQUIRED — BLOCKING MID PONT WHEN CiCKETi g AR siD. 9a• - — "
<br />/ s
<br />'6'-0"
<br />IN OPENINGS GREATER THAN 6'-0" WIDE HOOK
<br />—CHIMNEY EXCEEDS IN HEIGHT z l �l BOLT
<br />I g GALV. METAL
<br />o FLASHN 1 /2" SHEATHING OR O.S.B. \
<br />b 27x4" STUDS 0 16" O.C. MAX. 21OPENING
<br />®-
<br />SIMPSON SP2 0 EA. STUD �' 46 2"2 x4�BLOCKING MTYP_ G
<br />/ . GALV. MTL. FLASHING
<br />' SIMPSON HTT16 2 X B.U.0
<br />CRICKET TD
<br />1
<br />FASTE1 /2" EXTERIOR GRADS SI IEATHING TRUSS TOP CHORD FILLED CELL W/ (1 } #5 VERTICAL
<br />NED TO TRUSSES WITH 8d COMMON
<br />WRE NAILS 0 4" O/C BOUNDARIES ='IG;4�. � 11„I D T14IL5 SEE FDN. PLAN FOR LOCATION
<br />S" 0/C EDGES & 8 O/C FIELD .. C ,T I ON "4 - A " PSON MTS12 0 EA. CORNER T'I'P I G4L 1-ITT i ( TO -.
<br />NOTES: :•:.:: -: a - _.
<br />OUBLE 2"x4" BLOCKING SC'41-E' N. i _S.Q�2 SUll, T-UI=' GO1..U1'l�i D�T,41L, 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ✓
<br />--vC,Alrf4 mI b 52 (D VERIFY THAT ALL REINFORCEMENT 4 OPENINGS LESS THAN OR EQUAL TO 6'-0" O H#GFIESTO9ONDLI�PA�ION
<br />SIMPSON 5TRc'�N
<br />2x4 PT STUDS 0 16" O.C. OR (1)2X4PT STUD _
<br />HAS BEEN PLACED PROPERLY. IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL TIE HTTIro
<br />0 24" O.C, UNDER COMMON TRUSS (U)2X4 - ROOF TRUSS REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. 5OND 5E,4M STEM' DET,41L
<br />PT STUDS UNDER Hip CARTER/GIRDERR TRUSS aCALE: NT.S_ �2
<br />ABOVE 1 } PP
<br />;ON LSTA14
<br />_- MAIN SPAN ROOF TRUS� SIMPSON HUSC48 CONCEALED FLANGE 24" a/c STAGGERED (TYP.) T '�'IC,4L MILLI=D SC,4LE: N_T_5. 52
<br />C 2X4 BLOCKING
<br />UPLIFT CONNECTOR (SEE SCHEDULE) HANGER W/ (6) 10d INTO BEAM & SEE FLOOR PLAN NOTES LINTEL ,456EM5LY
<br />FOR REQUIRED CONNECTION
<br />SIMPSON META20 >� A, ST'ula _:` _ (6) 3/16" X 1 3/4" TAPCONS 10d NAILS C�? 6" .
<br />MOISTURE BARRIER SGr�
<br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.
<br />AND FILLED W/ 2500 PSI GROUT
<br />1 #5 VERT. IN CONC. FILLED
<br />W/ STD. 90' HOOK IN K,O: BLOOD
<br />KN EEWALL x4S0V MA60NRY WALL D�T,41LrE�
<br />5CALE: N.T.S. 52
<br />f MEVENT OR 2ND FLOOR
<br />lo-
<br />1 /2" MINIMUM CEMENT FIll TYPICAL C.M.U. WALL
<br />(2) 2 X 8 BEAM
<br />TRANSOM OPENING
<br />7'-4„ A.F.F.
<br />PRECAST RECESS
<br />LINTEL (FILLED)
<br />#5 REBA
<br />DOOR OPENING
<br />CA`
<br />O.C. STAGGERED
<br />TRANSOM-- --
<br />,d SIMPSON DTC 0
<br />FRAMING EA. BLOCKING
<br />16d NAILS ®
<br />16" O/CEACH
<br />2—ROWS 16d NAILS STAGGERED 0
<br />16 O/C EACH FACE OR 3—�t0
<br />16d i4AILS STAGGERED 0 16 O C
<br />FOR 2"x10" OR GREATER HEAD
<br />�- N T Srj2
<br />SIMPSON STC W/ TRUSS BOTTOM CHORD OR
<br />��
<br />PLY
<br />3-8d COMMON NAILS 2x4 BLOCKING W/ 2-16d
<br />7 5/8
<br />8" 7 5/8
<br />„\�-
<br />$ 7 5/8
<br />8
<br />2X8 WALL
<br />TOE NAILS 0 EACH END (24" O.C. MAX)
<br />PLYWOOD
<br />SHEATHING ABOVE ENTRY
<br />j1) 2"x4" CRIPPLE FOR
<br />DOUBLE HEADER W/ 1/2"
<br />52 K.O. BLOCK
<br />OPENINGS 6'-0" OR
<br />FUTCH PLATE U.N.O.
<br />B W/{1 } #5 CONT
<br />& FILLED
<br />LESS 8c2dR 2" x 4"
<br />C6RI 0 LEGREATER
<br />tj
<br />"
<br />1/4 MIN. SPACE
<br />2x TOP PLATEu
<br />SOLID AREAS
<br />GROUTARE TEL AND
<br />SOLJD AREAS
<br />Tr > i APVD
<br />GROUT
<br />PLYWOOD ANCHOR BOLT
<br />REQi1�RED MTMN%AS
<br />OTE: 2-16d NAILS ®
<br />INTERIOR WALL
<br />SAW CUT TO 10 1/2"
<br />SAW CUT TO 10 1/2
<br />FULL 8x8x16 BLOCK
<br />SHEATHING
<br />HEADER w/ (a) 16d 0 16" O/C
<br />UNLESS NOTEb OTHERWISE
<br />24" O.C. OR EQUAL TO'TRUSS
<br />®
<br />MASONRY
<br />U,---,��ASONRY
<br />BOTTOM CHORD OR BLOCKING
<br />WALL BELOW --ANCHOR BOLTS 0 24"
<br />BEE USED IN LIEU OF SIMPSON
<br />---DOOR
<br />OPENING— --
<br />OPENING
<br />WALL
<br />O.C. MAX. (MIN. {2)
<br />�-2"x4" STUDS TYP.
<br />STC
<br />—DOOR — —
<br />®
<br />—DOOR OPENING—
<br />PER BOTTOM PLATE)
<br />2x STUD 0 24" O.C. MAX.
<br />I THIS S CAVITY WITH
<br />FILL TH
<br />®
<br />PHI THIS CAVITY WITH
<br />®
<br />1 ILL IBIS
<br />NISH STY 111 In
<br />10 A SIMPSON HUSC48 UPLIFT CAP " 13OZ IbS) EXTERIOR WA GROUT FROM FINISHED GROUT FROM FINISHED GROUT FROM FINISHED
<br />11 GRAVITY CAP = 1262 Ib5} SEE PLAN FOR REQUIRED ROVIDE HILTI X-CF NAILS OR FLOOR GRADE TO FLOOR GRADE TO FLOOR GRADE TO
<br />10 lo C' CONNECTIONS EQUAL ® 12" O.C. STAGGERED LINTEL ABOVE LINTEL ABOVE. LINTEL ABOVE.
<br />SIMPSON FROM BOT. PLATE TO CONCRETE ❑ ❑ �-
<br />STANDARD J" DIA. TEE 3/4" FURRING STRIPS SIMPSON SIMPSON
<br />ol LfNTEL5 AT ENTRY ---- ------ -- ----
<br />A35 X6 W1.4XW1.4 WWF
<br />THREADED 3" DIA. EXTENSION A35 SP2 O„F°o,� P.T. BOT. PLATE 2x P.T. PLATE
<br />1 2- GYPSUM BOARD DOOR W/TR,4N5OM DD 2X4 TOP * UPLIFT CONNECTIONsN�NC OR ABERMESH 1ST COARSE 2ND COARSE 3RD COARSE
<br />11 W/ DRYWALL SCREWS PLATE REQUIRED AT LOAD
<br />NOT TO SCALE "� BEARING WALLS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE
<br />FO11AI�3FFTU(TAP 3" DIA. ♦ e OVERLAPPING COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE
<br />DRYWALL NAILS .',, - -
<br />�+ LOAD E3 ,4RINC / XT -RIOP, WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
<br />11 DOOR JAMB \� NAILEDD INTO lad NAILS 0 6" W,4LL HEADER D1=T.4IL ra TYPICAL INTERIOR Nil-�3EARINC•> WALL fJ�TAIL ,j MASONRY LAYOUT �
<br />TRANSOM STAGGERED
<br />3-1/4" LONG X 3/16"0 TAPCON. _,. FRAMING SCALE: N_T.S. � 2 SGAL�: N T.S. 52 5CALE: N.T,S. 52
<br />01 INTO BLOCK@ SPACING PER MANUFACTURE
<br />TRANSOM FRAMING
<br />10
<br />1X4 P.T. SEE SECTION AA/S1 AND
<br />1 �� DETAIL BB/S1 FOR ADDITIONAL z REFER TO PAGE SDW1 FOR ADDITIONAL INFORMATION. WIDTH OF OPENING VARIES " FORM CONCRETE INSET TO
<br />DETAILS REFER TO PAGE SDW2 FOR WALL ABOVE.ATE A LID BASE FOR BLO%K
<br />" SIMPSON SP1 ADDITIONAL INFORMATION BY MANUFACTURER. 1/2"X9 1 2" PLYWOO
<br />1/2DRYWALL,,_ 1 X 4 FURRING /
<br />MIN. EXTENSION FROM EXTERIOR n " NCHOR BOLTS 0 TYPICAL C��4i�AC-cE ©GC7i� SCRAP MATERIAL
<br />FACE OF BLOCK WALL IS 1 1 2" DOOR JAMB W 1/4 X 2-1/2 S.D.S. SIMPSON SIMPSON 35 " Ti�,4CIG i"i0U1�tTINI i�T41L
<br />MAXIMUM EXTENSION FROM EXTERIOR WOOD SCREWS INTO P.T. @ 12" O.C. RECESS A35 24 O.C. MAX TY1~'IC L SECTION THfRU E. INDOW
<br />~ -" LINTEL SCALE. N. t 6. 52
<br />FACE OF BLOCK WALL IS 2 1/4" TO DRAIN C4LI=: N.T.S.j2 =
<br />.. 2X4 P.T.
<br />3/16"4 X- LONG TAPCONS STAGGERE 1X a PLATE
<br />@ 16" O.C. 2-ROWS INTO MASONRY ° a .
<br />#, a
<br />THROUGH 1X4 P.T. & 1X8 P.T. X P' ' 2X8 P.T. BOTTOM PLATE GARAGE DOOR -TRACK MOUNTING BRACKET FOR
<br />GARAGE p00R pE flSALi : l
<br />S iO
<br />WALL cL.�,4N-•OUT ,� 1-1/2 " D ETA) � FOR WATER SHED,
<br />5CALE: N.T.S. 3/16" x 3 —1/2" TAPCON ---GARAGE DOOR TRACK KEEP STIFFENER BACK FROM SIDES EN3UGH
<br />52 ANCHOR BOLTS 0 24 O.G. MAX. SIMPSON SIMPSON
<br />DOOR JAMB 1 4" X 3" S.D.S. (MIN. (2) PER BOTTOM PLATE) A35 SP2 • GARAGE DOOR ROLLER ..._'.. 2x4 (NOM.) TO ALLOW SPACE FOR FLAT MASONS 700LS
<br />/CONNECTION ASSEMBLY
<br />'TOP SPLICE 0 12" O.C. 2 ROWS STAGGERED. UPSET WOOD BEAM - (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORD, ANY
<br />TRAA LL ppIF�C TWiN OF '; , . , ;< :
<br />• 1X4 P.T. .. SIMSPON META 16 (SEE PLAN FOR SIZE) GA�AGE LOOR MATERIAL OR CONSTRUCTION METHaIJ • I�AY BE USED PROVIDED END
<br />OUBLE 10d 2 X 8 P.T. C 2X4 STUDS 0 24 O.C. /-- W PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING."
<br />2 1 /4" DETAIL 1
<br />SIMPSON SIMPSON SIMPSON G,4R,4GE .E1o1TR� OR1'�
<br />1 /2" DRYWALL 1 X4 F(1RRING A35 SP2 A35 I F DT,4 i
<br />• 1Od 8" O C 10d NAILS 0 4" 1/2" ANCHOR BOLT 0 =:' 5CAL
<br />E N.T.Q.
<br />/ " " ,� 24" O.C. MAX. MIN. (2)
<br />' { : ' MOUNTING BASE SHOWN
<br />• DOOR ,IAMB W 1/4 X 3 S.D.S. sTAGci:RED -
<br />1 X�'3�. `�\ _ SECTIONPER
<br />PLATE 2X4 P.T. POURED CONCRETE BASE FOR �`~IN POSITION
<br />PLATE BLOCK WALL. RECESSED BOTTOM OF MOUNTING BASE
<br />i SPAC FppR .RAG RDORpR TO BE 2" ABOVE FINISHED
<br />3/16"0 X 3-1/2" LONG TAPCONS STAGGERED X8 NAILED) INTO .. AND ATER le
<br />�ORWARD GARAGE FLOOR. 2xb MOUNTING BASE
<br />OTTOM SPLICE STAGGERED @ 16" O.C. 2—ROWS INTO MASONRY 1X8 ��� TRANSOM
<br />TRANSOM OPENING THIS DRAWING. 8x8x16 c.I�.u.
<br />NOTE: OVER STUD THROUGH 1XS P.T. & 2X8 P.T. TRANSOM FRAMING ` PLYWOOD PARTIAL INTERIOR ELEVATION
<br />,�
<br />PLATE LENGTHS MUST BE 1 X 4 FURRING SEE SECTION AA/S1 AND FASTENED TO TRUSSES WITH 8d COMMON SIMPSON A35
<br />WIRE NAILS @ 4" 0/C BOUNDARIES 7,-4" A.F SG4L : N.T.S.
<br />GARAGE FLOOR
<br />AT LEAST 8'--0" LONG. TYPICAL }' DETAILBB/S1 FOR ADDITIONAL 6" O/C EDGES & 8" O/C FIELD PRECAST RECESS
<br />1/2" DRYWALL-1DETAILS . LINTEL(FILLED)SIQUNTING BASE NOT
<br />TOE' f'L.,4TE 5PL.ICE DET,4IL. 1'''IOWN FOR CLARITY
<br />SCALE: N.T.6. DOOR JAMB W 1/4" X 4 1/2" S.D.S. 12" O.G. SIMPSON SP1 #5 REB SEE DETAIL BELOW
<br />52 .. .
<br />10d 0 12" O.C.
<br />RECESS-SIMPSON SEAT FOR BLOCK is MOUNTING �a,45E DETs411
<br />2X2X8 P.T. WITH n 3/16.0 X 3" LONG TAPCONS LINTEL A35 SIMPSON A35 A DOOR OPENING POURED IN PLACE CONCRETE
<br />SIMPSON LSTA12 C�? 24"
<br />STAGGERED @ 16 O,C. 2-ROWS INTO MASONRY 2X8 _ GARAGE FLOOR SLAB sC 4! I=: r �_i.s.
<br />DOUBLE 2x TOP PLATE STAGGERED (FOR SNORT J - " Q �: DETAIL a a. a EMNE SL NOTES [� �,�i°'1 EL 4. CI �I�I�E C, . 4245 '
<br />SPAN PROVIDE 2 STRAPS ON e a 4°
<br />SIMPSON META16 (UPLIFT CAP = 1500 LBS) SLOPE FORWARD ! F
<br />EACH END MIN.) 4 2X8 P.T. BOTTOM PLATE FOR DRAINAGE ❑ TI-ILLY' P. PUY"I` H, f=E. 060122 j
<br />A 5UILDOUT a OVER 51ZE DOOM'.— FRAMING DI�T,4IL5 LINTELS ,4T NTR j
<br />JMC 2x BLACKING 0 EACH END W/ 10d WINDOW ROUGH OFENING5 �� A50VE ENT �� DOOR W/TR,4N5C�1'fI �� � IRWIN J. BENSON, F.E. 4S75a i
<br />x 3" ® 4' O.C. FROM EACH HEADER NOT TO 5GAL3= �jj2 ANCHOR BOLTS 0 24" O.C. MAX. (MIN. RIOT TO 5G4LE 5� NOT TO SCALE , ALI ,45BA6 HAKIM, F.E. &lad
<br />FACE TO BLOCKING
<br />(2) PER BOTTOM PLATE}
<br />Y
<br />sEE PLAN FOR Fa011Nc TO T4�E BEAT O THE ENGINEER'S t<NOWLEDC%E AND BELIEF, TIME
<br />DIMENSIONS 6TRUC7URAL Ftme AND 5 ECIFICATIO S COMPLY WITH T4E
<br />(2} 2x HEADER z x s BRICK - CONNECT To BLOCK WITH SECTION
<br />" 2 x 8 P.T. BUCK -CONNECT TO BLOCK ASECATION 3/16 x 3 1/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) B-B FLORIDA BUILDING% CODE, 6ECTION 1606 FOR 120 MPH 3 COND I
<br />G ,457 EXF05URE S IUIND ZONE (200I EDITION).
<br />2x BOTTOM PLATE W/ (1 ) 10d X 3 W/ 3/16 x 3 1 /4 TAPCON MAX. C��R,4C�� �NTR`!' 1=11� 1 �#-��D ' era VARIES 0 12" O.C. TO EACH HEADER FACE ( 1 1/4" MIN. EMBEDMENT INTO BLK.) " MAX. SOLID BLKG. AT TOP '-O" 8` B`-0` 8' T1416DATE
<br />IT 16 NCG AND DE51SE !S VALID 3=0R I2 MONTHS AIR T' j
<br />N. ARCH BLKG. &SUCK M,4,S0NR`r' DETAIL
<br />1 X 4 FUROR LOCK HEADER SOLID BLKG. AT TOP � DA•CE IT IS $4CsK1I=D FWD SI=,�LI�D. I
<br />3/16" x 3" TAPCONS BTWN. ARCH BLKG. &BUCK 5CALE: N.T.S. 8iGieD AND SEALEE) FOR T STRJCTUI POSITION OF VETS
<br />2 x � CMI1�1_� ��',4MI= 52
<br />UJALL �4EADER DETAIL 1 X 4 FURRING IN BNU�� AT 8" O.G. 8d NAILS 0 8" O.C. AT BUCK 2 x 8 VERT. W� (2) 10d,DRAli11NGx ONLY.
<br />BLOCK HEADER NAILS AT EA. END
<br />„ (4) 1Od NAILS INTO LEAVE A CUT OUT IN O.S.B.
<br />SIMPSON LSTA12 @ 24 PROVIDE 2 x 8 DIAG. BRACE PROVIDE: (2) MIN.
<br />2 x 8 BRACE/ BLKG. ON THE INSIDE TO ALLOW FOR
<br />c�u BTWN. VERT. BRACES WHEN TAPCON AT EA. SIDE AN L'I'll
<br />(2) 2x4 TOP PLATE STAGGERED (FOR SHORT INSULATION TO BE INSTALLED
<br />SPAN PROVIDE 2 STRAPS ON 1/2" DRYWALL HGT. OF BRACE EXCEEDS 24" BUCK - (1) WITHIN AlREMSED 08-15--03 NIN RIN 4
<br />BRACE AT EA DIAGONAL LEAVE A CUT OUT !N O.S.B. 4" MIN, OF START
<br />EACH END MIN.) " OF ARCH W 3 10d 2 x 8 VERT. ON THE INSIDE TO ALLOW FOR OF ARCH PD. BOX - ,4 ® IDA - 3 -12
<br />2 x 8 46 DIAGONAL 7/16 OSB // ( ) INSULATION TO BE INSTALLED O CREATED 01-02-02
<br />BRACE(S) ARCH PANEL CUT HOLE IN O.S.B. FOR NAILS AT EA. EN)D BRACE(S)
<br />12 Q MPH �� .. t813) 645 0" FAX ®(8t`3)
<br />cm -POLY —CELL IN THIS AREA THESE DRAMNGS AND DESIGNS ARE THE J01NT PROPERTY OF DANSCO ENONEERING, P.A. AND THE
<br />-34 4510 lJCLIENT ON THIS PROJECT. ANY REPRODUCTION OR UNAUTHORIZED USE IS PROM al U. — 2003
<br />BUILT UP PLWD. BUCK - (4) 1 ad NAILS INTO 7/16" OSB 3 SEC. GUST
<br />MOOD
<br />HEADER W SCRIBE (NOTCH) BACKSIDE TO FIT 2 x 8 BRACE/ BLKG. SCRUIETUP PLWD. BUCK jNOTCH) BACKSIDE TO ARCH PANEL
<br />/ ARCH CONNECT W/ 8d NAILS
<br />F L WOOD FLITCH PROVIDE TAPCON FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START TOP ARr,* 'SEAL LENNAR WOMES
<br />_ 2X 4 FRAME 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) WITHIN 4" MIN. BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS 4' W RAD,
<br />W('ALL FADER DETAIL INSTH WDW. SCR
<br />HBLK
<br />G. . BTWN. OSB ARCH FACES W (4) 10d NAILS OF BRACE INSTALL WDW, SCREW THRU OSB INTO 2 x 8 srALr=NoTm v�
<br />ANCHOR INTO ARCBL THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. TAMPA 01VISION
<br />ON
<br />WALL
<br />! i rl
<br />PER INSTALLATION DETAILS PROSTART OF ARC PER INSTALLATION DETAILS EQUAL EQUAL DX� E 12/12/02 N:/BLOCKS/STD 2001
<br />�U�4LL i—I �4D R D T,4IL.5 DETAILS OR TAPCONDE PER
<br />1-1/2'RWTHKS OR MORE BUC 4' MAX. W. ARCH D E T,4I L �'j� t r � }
<br />• ,4RC1•-I 1JI T IL WITHIN 6" MIN. OF START OF ARCH NOT TO SCALE CJ.2 5 I OOI� � D ir
<br />aNOTES
<br />SC,4Lr=: N.T.S. NOT TO SCALE 52
<br />52
<br />DE JOB NO. F"M - Ea027 52
<br />� o
<br />
|