|
I -
<br />KNO K-0UT BLOCK NOTCH LINTEL WHERE REQUIRED
<br />IRDER TRUSS Wit) #5 1 FOR CONCRETE PLACEMENT � p
<br />12 RE -ENGINEERED WOOD TRUSSES ®24" d C � - - -- 2 BUILT--UP7('011H,-� AM
<br />/
<br />(TYP.SEE ELEV, ,-UPLIFT CONNECTOR (SEE SCHEDULE)
<br />j �OUR•I"x4 �,P.: TOO: PLAN
<br />1j
<br />7/8" STUCCO FINISH PER ASTIN C. 926
<br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8"M
<br />OVER METAL LATH FIRST 2 LAYERS 3 8"
<br />/
<br />SIMPSON H5 AT
<br />EACH JOINT TYP.
<br />PREFAB CHIMNEY CAP
<br />FLASHING
<br />2"x4" BLOCKING {SEE MANUF.
<br />SPECS, FOR MINIMUM DISTANCE)
<br />—
<br />EXTERIOR FINISH
<br />ATTACH BLOjING
<br />TO TRUSSES SIMPSONSLOPEI€�PsoN
<br />A34 ANGLE CAL
<br />MTS12 t A. CORNER
<br />RE —ENGINEERED
<br />WOOD TRussEs
<br />SIMPSON
<br />HTT16 TYP.
<br />f 2X TOP PLATE
<br />�9 „��„ \
<br />THICK EACH, 3RD IYEP ,z j,?,
<br />aZ
<br />PREFAB CHIMNEY
<br />/
<br />-PREFAB CHIMNEY ASSEMBLY
<br />„
<br />5 fg THRU -
<br />,
<br />CRICKET AS REQUIRED
<br />BLOGK{NG MAD POINT WHEN
<br />_ C�Ri(
<br />r �\
<br />r }
<br />BOLT
<br />—CHIMNEY EXCEEDS 6--0" IN HEIGHT
<br />CD
<br />J
<br />-
<br />3:? a- GALV. METAL
<br />a o FLASHIN
<br />— —
<br />1 /2" SHEATHING OR O.S.B.
<br />I A
<br />\
<br />2"x4" STUDS ® 16" O.C. MAX.
<br />_�._.
<br />SIMPSON SP2 ®EA. STUD
<br />/
<br />2"X4" 16" O.C. MAX.
<br />2" x4" BLOCKING TYP.
<br />X B.U>C
<br />GALV. MIL. FLASHING
<br />SIMPSON HTT16
<br />1 2" EXTERIOR GRADE SHEATHING
<br />FASTENED TO TRUSSES WITH
<br />CRICKET
<br />TRUSS TOP CHORD
<br />TYP.
<br />8d COMMON
<br />WIRE NAILS 0 4" 8" BOUNDARIES
<br />6" O/C EDGES do 8" 0/C FIELD
<br />�
<br />�� _ W,
<br />T-T—T=IG;4L CHIME~C L?ET IL.S
<br />-r-.-=i/ - AI LTTle, 'rn
<br />N
<br />ii�"
<br />•. •
<br />■ R RECASTill CONT.
<br />..-.-6'-0" WIDE
<br />OPENING
<br />� CELL 1) r 1
<br />. .- � .. ,
<br />RIM.
<br />INE
<br />.
<br />-milli,
<br />�e(�e
<br />Mi
<br />MINE
<br />NINE
<br />Mil
<br />OW
<br />PIN
<br />111
<br />x
<br />STD. 90' HOOK
<br />I CEI BOND BEAM a a
<br />O
<br />w w • •,
<br />• I
<br />I
<br />'mi�
<br />® 16-160 NAILS
<br />o®
<br />a °
<br />o a
<br />as 5/8„Ox8" "J" BOLT CP
<br />5/8"0 HILTI KWIK B0 T 11
<br />W/ MIN. 8" EMBEDMENT
<br />r rt
<br />. N I
<br />I
<br />n v, L., I I L,.)N . Ak - Ak \-! MASON MTS12 0 EA. CORNER
<br />�T A OUBLE 2"x4" BLOCKING SCALE: N.T_5. 52 5UIL.T-UP COLUMN DET,4IL. R Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. p p p
<br />6GALE: 3/ m I -O O H IAESTOINO#FVDUNEAAV"
<br />2X4 PT STUDS 9 16` U.C. OR (1)2X4PT STUD _ 52 HASI BEEN T AC%RERNFORC YIENT ® OPENINGS LESS THAN OR EQUAL TO 6'-O" 5I PSON 5TRONra
<br />24" O.C. UNDER COMMON TRUSS W/ (2) 2X4 = IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL TIE ITT1�
<br />PT STUDS CINDER HIP CARIER/GIRDER TRUSS ROOF TRUSS REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. 5OND �E,4M STET' DET.�IL }
<br />L ABOVE 1) SIMPSON LSTA14 ���"T"5'
<br />7MAIN SPAN ROOF TRUSS SIMPSON HUSC48 CONCEALED FLANGE 24" O/C STAGGERED (TYP.) TYPIC,�L FILLED
<br />�€ PUTT CONNECTOR (SEE SCHEDULE} HANGER W/ (6) 10d INTO BEAM $C 2X4 BLOCKING SEE FLOOR PLAN NOTES LINTEL A55EMSL't'
<br />SIMPSON ?v9E fA�f L,�,j� �% FOR REQU€RED CONNECTION S
<br />/(6) 3/16" X 1 3/4" TAPCONS 10d NAILS @ 6" 1 11 SCAI E T CJ2
<br />MOISTURE BARRIER
<br />8"X8"X16" K.O. BLOCK W/ 1 #5 CONE
<br />AND FILLED W/ 2500 PSI GROUT
<br />1 #5 VERT. IN CONC. FILLED CL`
<br />W/ STD. 90' HOOK IN K,O- BLOCK
<br />KNEEWALL .480VE MASONRY WALL DETAIL �
<br />sc,�LE. N.T.S. 52
<br />���VENT OR 2ND FLOOR
<br />1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL
<br />O.C. STAGGERED 2--ROWS 16d NAILS STAGGERED 0
<br />16" VC EACH FACE OR 3—�2oW�
<br />A 16d AILS STAGGERED 0 16 o/C
<br />TRANSOM---- FOR 2"x10" OR GREATER HEADEERR
<br />a �SIMPSON DTC @ 16d NAILS 0
<br />FRAMING EA. BLOCKING 16" O/C TYP. SIMPSON STC W/ TRUSS BOTTOM CHORD OR
<br />EACH PLY 3-8d COMMON NAILS 2X4 BLOCKING W/ 2-16d 7 5/8� 8" 7 5/8" 8y+ 7 5/8 8"
<br />2X8 WALL TOE NAILS ® EACH END (24" O.C. MAX)
<br />-PLYWOOD ABOVE ENTRY
<br />a � SHEATHING —
<br />rv„ 2 K.O. BLOCK (1) 2"x4" CRIPPLE FOR 1 DOUBLE HEADER W/ 1/2"
<br />OPENINGS 6'-0" OR FLITCH PLATE U.N.O. —
<br />g W/{1} #5 CONE. LESs &22" x 4" S2 1/4" MIN. SPACE SOLID AREAS SOLID AREAS
<br />L — CRIPPLE OPENING ARE STEEL AND ARE STEEL AND
<br />& FILLED 6'-0" OR GREATER �L� GG qq GG AS 2x TOP PLATE � GROUT ❑ � GROUT
<br />—PLYWOOD ANCHOR BOLT REG}i1REDA�NTO OTE: 2-16d NAILS INTERIOR WALL / "
<br />SHEATHING HEADS N 2) 16I�d 0 E 0 C SAW CUT TO 10 1 2 SAW CUT TO 10 i/2 FULL 8x8x16 BLOCK
<br />/ 24" O.C. OR EQUAL TO TRUSS
<br />MASONRY BOTTOM CHORD OR BLOCKING
<br />WALL BELOW ---ANCHOR BOLTS 0 24" CAN BE USED IN LIEU OF SIMPSON CL- — -DOOR OPENING— -- —DOOR OPENING - — .® -DOOR OPENING—(�
<br />ASONRY WALL STC STRAP
<br />O.C. MAX. (MIN. (2} /--2"x4" STUDS TYP.
<br />2x STUD 0 24" O.C. MAX.
<br />PER BOTTOM PLATE) qk FILL THIS CAVITY WITH © FILL THIS CAVITY WITH W FILL THIS CAVITY MTH
<br />EXTERIOR WA GROUT FROM FINISHED GROUT FROM FINISHED ❑ GROUT FROM FINISHED
<br />SIMPSON HUSC48 UPLIFT CAP = 1302 Ibs) SEE PLAN FOR REQUIRED ROVIDE HILTI X-CF NAILS OR FLOOR GRADE TO FLOOR GRADE TO FLOOR GRADE TO
<br />11 GRAVITY CAP = 1262 Ib5 CONNECTIONS " LINTEL ABOVE LINTEL ABOVE. L_ 1 LINTEL ABOVE.
<br />} c EQUAL 0 12 O.C. STAGGERED I—!
<br />SIMPSON FROM BOT. PLATE TO CONCRETE
<br />STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SIMPSON SIMPSON —
<br />L INTEL5 ,4T ENTRY A35 SP2 A35 ooFao,� P.T. BOT. PLATE 2x P.T. PLATE X6 W1.4XW1.4 WWF
<br />------ --------
<br />THREADED 3" DIA. EXTENSION I I — —
<br />1/2' GYPSUM BOARD DOOR �/TR,�N50I"I �� 2X4 TOP * UPLIFT CONNECT€ONSN�N� dR FIBERMESH 1ST COARSE 2ND COARSE 3RD COARSE
<br />FOSOR� *FOUTAP (3" DIA.) W/ DRYWALL SCREWS NOT TO `SCALE �2 PLATE REQUIRED AT LOAD MASON TO LAY BLOCK AS SHOWN ABOVE, EVERY COARSE MUST BE BONDED TO THE
<br />@ 8" O.C. OR 4d G.� .�\ \ OVERLAPPING BEARING WALLS T _ _ _ o _ _ n
<br />DRYWALL NAILS � �`�\\ v— COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE
<br />\ LOAD 5EARING/EXTERIOR WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN.
<br />DOOR JAMB \\ NAILED INTO " WALL HE�4DER DETAIL- � TYPICAL INTERIOR NON -BEARING WALL DETAIL ,j MASONRY LAYOUT �
<br />1Od NAILS � 6
<br />" \ TRANSOM STAGGERED 5CALE: N.T.S.
<br />3-1/4 LONG X 3/16 � TAPCON, FRAMING SG,�LE= N_T.�_ 52 52 SCALE: N.T.S. 52
<br />INTO BLOCI(®SPACING PER MANUFACTURE
<br />TRANSOM FRAMING
<br />�? 1 X4 P.T. SEE SECTION AA/S1 AND FORM CONCRE`! E INSET TO
<br />1 DETAIL._ BB/S1 FOR ADDITIONAL REFER TO PAGE SDW1 FOR ADDITIONAL INFORMATION. WIDTH OF OPENING VARIES CREATE A SOLID BASE FOR BLOCK
<br />DETAILS REFER TO PAGE SDW2 FOR WALL ABOVE.
<br />1/2" DRYWAL 1 X 4 FURRING SIMPSON SP1 ADDITIONAL INFORMATION BY MANUFACTURER. 1/2"X9 1/2" PLYWOO
<br />MIN. EXTENSION FROM EXTERIOR TY'PfC,4L GAiRACxE DOOR
<br />FACE OF BLOCK WALL IS 1 1 2" DOOR JAMB W 1 4 X 2-1/2" S.D.S. NCHOR BOLTS ® SCRAP MATERIAL--
<br />/ / / SIMPSON SIMPSON 35� 24" O.C. MAX TRAGIC TINGMOUN17T,41L �G TYPICAL TI-4'Ll WINDOW
<br />MAXIMUM EXTENSION FROM EXTERIOR RECESS
<br />WOOD SCREWS INTO P.T. 12" O.C. A35 SCALE: N:i'_S. 82 _ a
<br />FACE OF BLOCK WALL IS 2 1/4" TO DRAIN LINTEL SCALE = N.T.S. -
<br />3/16"0 X 3" LONG TAPCONS STAGGERE 1X
<br />2X4 P. T.
<br />@ 16" O.C. 2-ROWS INTO MASONRY • - °.: - .� -. 4A- PLATE
<br />THROUGH 10 P.T. & 1 XS P.T, � X � P. - a:. 2X8 P.T. BOTTOM PLATE FORM CREATES CONCRETE RECESS �O
<br />U1,4L_L CLEAN -OUT GARAGE DOOR -TRACK MOUNTING BRACKET RECEIVE GARAGE DOOR AND TO AU'ow
<br />1 —1 f 2 " DETAIL ANCHOR BOLTS 24" O.C. MAX. SIMPSON SIMPSON 2X4 (NOM.)
<br />FOR WATER SHED.
<br />5CALE: N.T.S. c.32 3/16" x 3 -1/2" TAPCON ARAGE DOOR TRACK KEEP STIFFENER BACK FROM SIDES ENOUGH
<br />DOOR JAMB W 1 /4" X 3" S.D.S. PER BOTTOM PLATE) g A35 SP2 GARAGE DOOR ROLLER TO ALLOW SPACE FOR FLAT MASONS TOOLS
<br />CONNECTION ASSEMBLY
<br />TOP SPLICE @ 12" UPSET WOOD BEAM (THIS IS A RECOMENDA-RON FOR CONSTRUCTION OF THIS FORM, ANY
<br />O.C. 2 ROWS STAGGI=RED, SEE PLAN F qq LL ppI CCT``ON OF :_`~ ... MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END
<br />.. SIMSPQN META 16 ( N OR SIZE} GAAAGEIC}OR PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
<br />OUBLE 10d 1X4 P.T. '
<br />2X4 STUDS (� 24" O.C. • • � -
<br />2 1/4" DETAIL 2 x 8 P.T. 2,-0"
<br />(2) 2 X 8 BEAM
<br />TRANSOM OPENING
<br />7'-4" A.F,F,
<br />T,
<br />PRECAST RECE S
<br />LINTEL (FILLED)
<br />#5 REBAR.,.
<br />DOOR OPENING
<br />• �i
<br />•
<br />1 / 2" DRYWALL 10 FURRING,
<br />SIMPSON SIMPSON
<br />A35 SP2
<br />SIMPSON
<br />A35
<br />10d 0 8" OfC
<br />Tod NAILS � 4"
<br />1 / 2 ANCHOR BOLT 0
<br />"
<br />DOOR JAMB W 1/4 X 3 S.D.S.
<br />,,�
<br />STAGGERED
<br />24" Q.C. MAX. MIN. (2}
<br />\\
<br />PER BOTTOM PLATE 2X4 P.T.
<br />1 X
<br />¢
<br />SECTION -PLATE
<br />3/16"0 X 3-1/2" LONG TAPCONS STAGGERED 2X8
<br />\
<br />NAILED INTO
<br />CD
<br />oTTOM SPLICE
<br />STAGGERED Q 16" O.C. 2-ROWS INTO MASONRY 1X8�\
<br />TRANSOM
<br />.
<br />NOTE:
<br />OVER STUD
<br />THROUGH 1x8 P.T. & 2x8 P.T.
<br />\
<br />TRANSOM FRAMING \
<br />FRAMING
<br />PLATE LENGTHS MUST BE
<br />�» ��-�-��� 1 X 4 FURRING
<br />SEE SECTION AA/S1 AND `
<br />FASTENED TO TRUSSES WITH 8d COMMON
<br />WIRE NAILS t� 4" 0/C BOUNDARIES
<br />SIMPSON A35
<br />AT LEAST 8'-0" LONG. TYPICAL
<br />- 1 2" DRYWALL
<br />/
<br />BB/S1 FOR ADDI110NAL
<br />6" O/C EDGES & 8" O/C FIELD
<br />TOF PLATE 5FL I CE
<br />DETAIL 1-1
<br />DETAILS
<br />�cALE: N.T.Q.
<br />DOOR JAMB W 1/4" X 4-1/2" S.D.S. 12" O.C.
<br />52
<br />SIMPSON SP1
<br />1 ad @ 12" O.C. 1 4
<br />2X2X8 P.T. WITH 3/16"0 X 3" LONG TAPCONS
<br />LINTEL
<br />L
<br />A'35 SON
<br />SIMPSON A35
<br />A
<br />SIMPSON LSTA12 @ 24"
<br />STAGGERED Q 16" O.C. 2-ROWS INTO MASONRY 2X8
<br />DOUBLE 2 TOP PLATE
<br />_ GARAGE ENTR l FORM DET,4I
<br />MOUNTING BASE SHOWN
<br />POURED CONCRETE BASE FOR IN POSITION
<br />BLOCK WALL. RECESSED oo BOTTOM ,OF MOUNTING BASE
<br />ANC ATER �ARAGFORWARD TO BE 2 ABOVE FINISHED
<br />THIS DRAWING. GARAGE FLOOR. 2x6 MOUNTING BASE
<br />8x8x16 C.M.U.
<br />PARTIAL INTERIOR ELEVATION
<br />6G,4LE: N_T.S_ ..:; ` : •✓— GARAGE FLOOR
<br />MOUNTING BASE NOT
<br />SHOWN FOR CLARITY -
<br />SEE DETAIL BELOW
<br />SEAT FOR BLOCK IS MOUNTING 5,45E DETAIL
<br />POURED IN PLACE CONCRETE SC ALIT i�_T.S.
<br />7GARAGE FLOOR SLAB
<br />x STAGGERED (FOR SHORT �� " . . 4 SEE R� HNOTES � �Al"1U=L, A. (ZREFNBERG, E. 4-45
<br />-SPAN PROVIDE 2 STRAPS ON 3 —1 4 DETAIL. I L 4 . a 4 SIMPSON MFTA16 (UPLIFT CAP = 1500 LBS) SLOPE FORWARD
<br />EACH END MIN.) 5UILDOUT e OVER 51ZE DOOR-- 2x8 P.T. BOTTOM PLATE FRAMING DETAIL& LINTELS AT ENTRY FOR DRAINAGE [] TI�UY P. 4-1LIYl°l�-1, PE. ���122
<br />2x BLOCKING 0 EACH END W/ 10d WINDOW RC�UG. 4 OE"ENINGe GC �I \\ I- I A A50VE ENTRY �� DOOR UUTR�4N5O1„i �� FTRUTH J. BEN50N DP. 042759
<br />x 3" ® 4" O.C. FROM EACH HEADER NOT TO SCALE C,�2 ANCHOR BOLTS 24" O.C. MAX. (MIN. NOT TO SCALE 52 NOT TO SCALE 2 ❑ ALI A55A5 HAI<IM, FE, (o�1e(o
<br />FACE TO BLOCKING (2) PER BOTTOM PLATE)
<br />SEE PLAN FOR FOOTING w TO THE 5f-$T OF THE EWSINEER`6 i<NOI. LEDGE AND aELIEF, TWE
<br />(2) 2x HEADER STRI,ICTURAL PLANS AND SPECIFICATIONS COMPLY WITH TI"4E
<br />2 x $ BUCK -CONNECT To BLOCK WITH SECTION DIMENSIONS FLORIDA 51JILDING CODE, SECTION 160ro FOR I2O MPH 3 C0
<br />" 2 x 8 P.T. BUCK -CONNECT TO BLOCK ASECCTION 3/16" x 3 1/4" TAPCON (1 1/4" MIN_ EMBEDMENT INTO BLK.) B-B CAST EXi~'OSURI= '$° WIND ZONE (2OOI EDITION-
<br />VARIEsND
<br />2x BOTTOM PLATE W/ (1} 10d X 3 w/ 3/16" x 3 1/4 TAPCON " GARAGE ENTRY FIN18J LED
<br />{ 12" O.C. TO EACH HEADER FACE ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1" MAX. � MAX. R'-0" 8' ir1I9 DRAWING AND DESICC�N I5 VALID FOR 12 MONTHS AFTER THE
<br />4 SOLID BLKG. AT TOP B'-O" 8° F DATE IT 16 SIGNED AND SEALED,
<br />Z j
<br />X. �o (j„���_ BTWN. ARCH BLKG. &BUCK MASONRY DETAIL
<br />N.T.S.
<br />3" TAPCONS BLOCK HEADER SOLID BLKG. AT TOP
<br />ER,,4t„1E 316" x / 1 X 4 FURRING BTWN. ARCH BLKG. & BUCK 52 SIGNED AND SEALED FOR TPE STftC:TURAL F*ORTIoI OF THIS
<br />DRAW NCx ONLY-
<br />LUALL DEADER' DETAIL 1 X 4 FURRING i-AV BUCK AT 8" O.C. .e--- 2 x 8 VERT. W/ (2) 10
<br />BLOCK HEADER / A * $d NAILS c� $" O.C. AT BUCK IV NAILS AT EA. E D
<br />Masi
<br />24"LEAVE A CUT OUT IN O.S.B. PROVIDE 2 x $ DIAG. BRACE PROVIDE (2) MIN.
<br />r 0 m k ",- A N, E " �
<br />STAGGER D (FOR
<br />C OR 2 x 18 BRACE/ INTO LEAVE ON THE INSIDE TO ALLOW FOR "--�-�.., TAPCON AT EA_ SIDE
<br />{2) 2X4 TOP PLATE STAGGERED (FOR SHORT INSULATION TO BE INSTALLED BTWN. VERT. BRACES WHEN
<br />SPAN PROVIDE 2 STRAPS ON 1/2" DRYWALL HGT. OF BRACE EXCEEDS 24" BUCK - (1) WITHIN AiREVISED 08--15--03
<br />EACH END MIN.) 2 x 8 45 DIAGONAL LEAVE A CUT OUT IN O.S.B. 4" MIN. OF START ENGINEERING,
<br />BRACE AT EA. FACE �
<br />2 x 8 46 DIAGONAL 7/16" OSB OF ARCH W// (3) 10d 2 x 8 VERT. ON THE INSIDE TO ALLOW FOR OF ARCH PD,,. BOX - �► 1.O A - IDA m 33512
<br />BRACE(S) ARCH PANEL CUT HOLE IN O.S.B. FOR NAILS AT EA. END BRACE(S) INSULATION TO BE INSTALLED / u \ CREATED 01--02-02 P® (813) ro� 0166 r-- (SM)
<br />POLY -CELL IN THIS AREA 120 P ©THESE DRAWNGS AND DESKS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND THE
<br />BUILT UP PLWD. BUCK - (4) 1Od NAILS INTO 7/16" OSB
<br />3 T CLIENT ON THIS PROJECT. ANY REPRO➢UCTIGN OR UNAUT40RfZEO USE !S PROHIBITED. - 2003
<br />2) 2x HEADER W SCRIBE (NOTCH) BACKSIDE TO FIT 2 x 8 BRACE/ BLKG, BUILT O PLWD. BUCK ARCH PANEL
<br />ARCH CONNECT W/ 8d NAILS SCRIBE (NOTCH) BACKSIDE TO $fiARi ARC LE3�l�R �/w41�rf
<br />2 X -4 FRAME L"YWOOD FLITCH PROVIDE TAPCON FIT ARCH CONNECT W/ Sd NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 3�L1®t 66�.rr''II !!
<br />WALL
<br />I LL p L 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) WITHIN 4" MIN. INSTALL vdDW, SCREW BTWN. OSB ARCH FACETS W/ (4) 1Od NAILS 4' 1 RAp
<br />iu INSTALL WDW. SCREW BTWN. OSB ARCH FACES W (4) 10d NAILS OF BRACE THRU OSB INTO 2 x 8 SCALE
<br />NoTm v
<br />ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. 'CaQ �7IYI°.�I09�i
<br />tt f PER INSTALLATION DETAILS START OF ARC PER INSTALLATION DETAILS EQUAL EQUAL 0 A4TE 12A2102 N: /BLOCKS/STD 0001
<br />PROVIDE LUALL HEADER DET iLS DETAILS ORPTHRU CON PER
<br />R1/ " THKS OR MORE BUC 4' MAX. RAD. 4RC;H DET,�IL
<br />ARCI'-I DETAIL. AA WITHIN 6" MIN, OF START OF ARCH NOT TO SCALE 52 SECTIONS., DETAILS,, NOT5
<br />5C ALIT N.T.Q. 52 NOT TO SCALE 5 2
<br />Dr JOB NO. FM - I7027 �
<br />. mi
<br />TRANSOM OPENING
<br />7'---4" A.F. .
<br />T
<br />=
<br />PRECAST RECESS
<br />LINTEL FILLED
<br />5 REBID
<br />DOOR OPENING
<br />--
<br />---, __ I - . -.--- -- F -
<br />
|