|
1/4" MAX
<br />it 2'-0"
<br />SOLID BLKG, AT TOP BTWN.
<br />ARCH BLKG. & BUCK
<br />1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER
<br />1x4 1/2" DRYWALL
<br />DOOR JAMB REFER
<br />1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER
<br />P.T.
<br />TO PRODUCT
<br />TO PRODUCT
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />APPROVAL FOR CONN.
<br />1 X 4
<br />APPROVAL FOR CONN.
<br />x4
<br />3-1/4" LONG X 3/16"O
<br />1x4 P.T.
<br />FURRING
<br />3/16" 0 X 3" LONG
<br />TAPCONS
<br />FURRING
<br />(2) ROWS 3/16" x 3-1/2"
<br />FURRING
<br />TAPCON, INTO
<br />STAGGERED @ 161,1x8
<br />TAPCON @ 16" O.C. & 4"LL11X8
<br />X8
<br />BLOCK@ SPACING „
<br />1
<br />DETAIL
<br />O.C. 2-ROWS INTO
<br />P.T.
<br />FROM EACH END w/ MIN.
<br />2" EDGE DIST. ATTACH
<br />PER MANUFACTURE
<br />MASONRY THROUGH 1-1 /211 DETAIL
<br />1x8 w/ (2) ROWS 8d NALS
<br />��
<br />3 DETAIL
<br />1x4 P.T. & 1x8 P.T.
<br />STAGGERED @ 12" O.C.
<br />-3/16" x 3 -1/2"
<br />1x4 P.T.
<br />DOOR JAMB (REFER
<br />TAPCON @ 16"
<br />TO PRODUCT
<br />O.C. & 4" FROM
<br />DOOR JAMB (REFER
<br />APPROVAL FOR CONN.
<br />1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER
<br />EACH END W/ MIN.
<br />TO PRODUCT
<br />TO PRODUCT
<br />2" EDGE DIST.
<br />APPROVAL FOR CONN.
<br />2x8 P.T. w/ (2) ROWS 3/16'
<br />APPROVAL FOR CONN.
<br />(2) ROWS 3/16" x 3-1/2"
<br />x 3-1/2" TAPCON @ 16"
<br />O.C. & 4" FROM EACH
<br />1x4
<br />TAPCON @ 16" O.C. &
<br />END w/ MIN. 2" EDGE DIST.
<br />FURRING
<br />4" FROM EACH END w/
<br />2x8 P.T.
<br />ATTACH SECOND PLY w/
<br />2x P.T. AS REQ'D
<br />MIN. 2" EDGE DIST.
<br />(2) ROWS 1 Odx3"
<br />2x8
<br />2x DETAIL
<br />2 1/4"
<br />DETAIL
<br />STAGGERED @ 12" O-c.
<br />3-1/4" DETAIL
<br />BUILDOUT @ OVER SIZE DOOR —WINDOW ROUGH OPENINGS CC
<br />SCALE: N,T.S. SS
<br />2x8 P.T. BUCK -CONNECT TO BLOCK
<br />W/ 114" x 3 1/4" TAPCON (1 1/4" MIN.
<br />EMBEDMENT INTO BLK.)
<br />1 X 4 FURRING
<br />BLOCK HEADER
<br />1/2" DRYWALL
<br />8d NAILS AT 8" O.C. AT BUCK
<br />2 x 8 45^ DIAGONAL (4) 10d NAILS INTO
<br />BRACE(S) 2 x 8 BRACE/ BLKG.
<br />7/16" OSB
<br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA
<br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8
<br />CONNECT W/ 8d NAILS BRACE/ BLKG.
<br />INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
<br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
<br />1-112" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
<br />ARCH DETAIL J
<br />SCALE: N.T.S. SS
<br />SECTION
<br />A -A
<br />8"
<br />1/4" x 3 1/4" TAPCONS
<br />—LEAVE A CUT OUT IN O.S.B. ON THE
<br />INSIDE TO ALLOW FOR INSULATION
<br />TO BE INSTALLED
<br />----2 x 8 45 DrAGONAL BRACE AT EA.
<br />FACE OF ARCH W/ (3) 10d NAILS
<br />AT EA. END
<br />PROVIDE TAPCON WITHIN
<br />4" MIN. OF BRACE
<br />START OF ARC
<br />4' MAX. RAID.
<br />2
<br />x 8 BUCK - CONNECT TO BLOCK SECTION
<br />WITH
<br />1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B
<br />1/4" MAX EMBEDMENT INTO K.)
<br />2'-O" pn
<br />O
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />1 X 4 FURRING
<br />BLKG. & BUCK
<br />8d NAILS @ 8" O.C. AT BUCK
<br />2 x 8 VERT. W/ (2) 10d
<br />PROVIDE 2 x 8 DIAG. BRACE BT
<br />NAILS AT EA. END
<br />VERT, BRACES WHEN HGT. OF
<br />BRACE EXCEEDS 24"
<br />LEAVE A CUT OUT IN O.S.B. ON T
<br />2 x 8 VERT. BRACE(S)
<br />INSIDE TO ALLOW FOR INSULATION
<br />TO BE INSTALLED
<br />BUILT UP PLWD. BUCK -
<br />SCRIBE (NOTCH) BACKSIDE
<br />7/16" OSB ARCH PANEL
<br />TO FIT ARCH CONNECT W/
<br />8d NAILS
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />INSTALL WDW, SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL
<br />THRU OSB INTO 2 x 8
<br />PER INSTALLATION DETAILS
<br />B—B
<br />ARCH DETAIL rK
<br />SCALE: N.T.S. SS
<br />PROVIDE 2x
<br />PROVIDE (2) MIN. CONT. W/ (3)
<br />TAPCON AT EA. SIDE 12d NAILS
<br />BUCK - (1) WITHIN 4"
<br />MIN, OF START OF
<br />ARCH
<br />START OF ARC
<br />4' MAX. RAID.
<br />PROPER INSTALLATION MAX. 8"
<br />FILL SOLID
<br />BOTH CELLS
<br />#5 REB!
<br />(TYP,)
<br />STD. 90
<br />HOOK (1
<br />a
<br />14
<br />7/
<br />+5A
<br />l� NOTCH WEB AT
<br />FIRST 2 COURSI
<br />:APACITY = 805 # FOR 1 STRAP
<br />= 1610 # FOR 2 STRAPS
<br />1 PLY PRE-ENGINEERED TRUSS
<br />SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SIDS
<br />SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
<br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
<br />SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)
<br />BOND BEAM OR CAST IN PLACE BEAM
<br />RETROFIT TRUSS DETAIL
<br />N.T.S.
<br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />IF TRUSSES USED) W/ (3) #6 X 4'Y2" WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
<br />USE (1) SIMPSON 112" HD TITEN (CENTERED) w/
<br />MIN. 4" EMBEDMENT AT 16" O.C.
<br />12
<br />JACK TRUSS PROVIDED BY SEE
<br />TRUSS COMPANY OR PLAN
<br />2x6 #2 SYP @ 24" O.C.
<br />ROOF SHEATHING ATTACHED
<br />PER NAILING SCHEDULE
<br />NAILS 2 T /
<br />X6 TO 2X4
<br />NOTE:
<br />SHED ROOF ENDS TO BE
<br />GABLE ONLY, CORNERS
<br />SHALL NOT BE FRAMED AS
<br />HIP.
<br />DESIGNED ONLY FOR THE
<br />INSTALLATION OF SHINGLE
<br />AND METAL ROOF FINISH
<br />GLASS BLOCK INSTALLATION NOTES
<br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR.
<br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
<br />EXTENDS TO SILL.
<br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
<br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED, ALL MORTAR SHALL BE
<br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
<br />EXPANSION STRIP
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
<br />20 ga. PANEL
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<br />ANCHOR
<br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
<br />1/4" EXPANSION BOLT (2
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />9 ga. PANEL
<br />01 PER ANCHOR)
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
<br />REINFORCING
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
<br />(EVERY OTHER
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
<br />COURSE)
<br />EXPANSION STRIP
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />REINFORCING AS FOLLOWS:
<br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />SEALANT
<br />* PRESS PANEL REINFORCING INTO PLACE.
<br />„
<br />6 MIN. LAP SPLICE W/
<br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />REINFORCING PANEL
<br />SMOOTH. DO NO FURROW.
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />FURROW, MAINTAIN UNIFORM JOINT WIDTH.
<br />6"MIN. LAP
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />SPLICE NOTE:
<br />REMAIN FREE OF MORTAR.
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<br />SEE GLASS BLOCK INSTALLATION NOTES.
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
<br />SEALANT
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
<br />GLASS BLOCK DETAIL
<br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
<br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
<br />GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
<br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
<br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
<br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
<br />INSTALLATION OF GLASS BLOCK,
<br />JACK TRUSS PROVIDED BY
<br />TRUSS COMPANY OR 2X4
<br />#2 SYP @ 24" O.C.
<br />SIMPSON
<br />H2.5A w/ (10)
<br />8d NAILS
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —�
<br />IF TRUSSES USED) W/ (2) #6 X 4'Y2" WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
<br />O.C.
<br />SECTION @ ENTRY L
<br />SCALE: 3/4" = V-0" SS
<br />(1) #5 BARS CONT.
<br />TOP WITH MIN. 3"
<br />COVER
<br />GRADE
<br />M Z
<br />r �
<br />MASONRY WALL. SEE PLAN FOR
<br />REINFORCING. PROVIDE LOWER
<br />HOOKED DOWEL
<br />W.W.M. AT PERIMETER
<br />WHERE THIS CONDITION
<br />OCCURS
<br />1/— F.F.
<br />D
<br />(2) #5 REBAR. MIN. 3"
<br />COVER EA. WAY
<br />SECTION AT DEEP MONO FOUNDATION
<br />SCALE: 3/4" = V-0"
<br />LFILLED CELL PER
<br />FOUNDATION PLAN
<br />kR
<br />YP.)
<br />rHE
<br />:S
<br />I IAIAnf`CDTADI C IAICTAI I TInKI
<br />FILLED CELL INSTALLATION H
<br />SCALE: N.T.S. Ste+
<br />SEE ARCH FLAN AND
<br />P:ZPE N ,R ,w" On�€ E
<br />rsE� N 0 T i _ � V
<br />ALUM'
<br />a
<br />6CZ01 _NA,LL T''I^"PE — -- - ., ALUM " PE-_' i a!
<br />I i u
<br />F H N r _ a
<br />TEIEC FEF, I e , a
<br />NOTE ' F1 C�� C�-
<br />L�T`:E J ED
<br />, NT L',.4 NAILED TC, .. x 01 rs? KIND KAiLED To OF
<br />BI'_.1�a-i�ll`�4G Es 2-12d NAILS �� HS Y_ t RY O7 HEP TF".yH
<br />M � I- C
<br />L)NTHE DE- G-N i � _ E—S _I"m_ IE _1E, P eaMP, rN4ENTSANDCL, , L,
<br />L MTEIm� IN THE LE _ f P,TE A. :" SHEET I
<br />I- -{ FF7_T C'H,L1r�N "Aa, E (PER Ai PHA zit IFS FI - , F -
<br />y _ v. rAFPIR' 0"' "A` -, F C-H 'NNEL 1- a :
<br />W� T NAIL,0 E= a'` C$ _ _. u, f_N EF;- DI1 N=
<br />E r� 13 i_ _ �. r,!°'4 x s ° " _ F` _=v . E TdAPI E 2--X IA . , 1 INI
<br />PATTERN
<br />+P VH F�'tSCIA r 16 Gk 3+ 'x h�4 CR�`J`��`N lAPI F @D Fair "H GR�iC 1ol-
<br />STRUCTURAL SOFFIT
<br />SCALE 314' ' NY" [ � F=Jk o d I !;< " I .1:"-DFFITS WIT'—
<br />,-. .i. 1 : 1 Y rc' IrAL1 MIDI �PANH �
<br />UHFr FFT. 1 TALLA, k=PP
<br />'REF" TOT' H PROIDU "1 APPROVAL FOR INSTALLATION ETA,i!-
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
<br />* DOUBLE A4 SCAB FOR Z-6" TO 4'-0" O.H.
<br />X (2) 10d NAILS @ 8" O.C.
<br />D�FR/yq� TO TRUSS TOP CHORD
<br />+ + `C'TN PLYWOOD SHEATHING
<br />+ +
<br />+ +
<br />+ BLOCKING AS
<br />+ REQUIRED
<br />TO SUPPORT
<br />TRUSS + SOFFIT
<br />+ +
<br />2X4 SYP c ® +
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL
<br />SCHED.
<br />ra
<br />PRECAST LINTEL
<br />SEE ELEVATION
<br />2X2 #2 P.T. MIN.
<br />FOR OVER HANG
<br />W/J-CHANNEL SECURED
<br />@24" O.C. FASTENED TO
<br />(MAX. 4'-0")
<br />CMU W/ 3" LONG T-NAILS @
<br />24" O.C.
<br />SECTION @ ROOF EXTENSION M
<br />SCALE: 3/4" = T-O"
<br />SS
<br />SIMPSON HTT4 w/ (18) 10d x 1
<br />1/2" NAILS TO STUDS & (1) -
<br />5/8" DIA. ALL THREAD ROD
<br />EPDXIED w/ SIMPSON "SET"
<br />EPDXY MIN. 6" EMBEDMENT 8
<br />3" MIN. EDGE DISTANCE
<br />RETROFIT FOR MIS
<br />MSTAM STRAP
<br />RrAI F• '414
<br />CCC CUCCT nO Akin
<br />>-
<br />z
<br />0
<br />cn
<br />a
<br />0
<br />W
<br />U
<br />U
<br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C.
<br />3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO
<br />6" O.C.AND ELED DGES AND 2" OMONFIELD O.C.,
<br />2 ROWS STAGGERED TTOM PLATE W/ 8d @ 4
<br />2x BAND JOIST W/ FACE NAIL 10d
<br />@ TOP & BTTM CHORD, AND (8)
<br />FACE NAILS 10d @ TRUSS VERT.
<br />WEB
<br />METAL SEAT PLATE
<br />NOTE:
<br />LAP SHEATHING TO
<br />BOTTOM OF BAND
<br />JOIST TYPICAL
<br />SIMPSON HGAM10KTA @ 12" O.C.
<br />w/ (4) 1/41 1/2" SIDS SCREWS
<br />IV/
<br />INTO BAND JOIST & (4) 1/4"x2 3/4"
<br />TITEN INTO K.O. BLOCK
<br />RETROFIT FOR MISSING EMBEDDED STRAP
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
<br />IRSES
<br />UT
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS.
<br />OVERHAN
<br />RETROFIT WALL OVERHANG DETAIL (NTS
<br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
<br />1'-011 51-011
<br />NISH
<br />D D A?
<br />#5 BAR
<br />p. 10" ° ° CENTERED W/
<br />9U H p
<br />IN TOP
<br />KNOCKOUT / cN
<br />_ CHAIR BLOCK
<br />MONO FOOTING _ D
<br />SIZE AND REINF. PER PLAN —
<br />n
<br />AND SECTION DETAILS —I
<br />CLEAN FILL p ° °
<br />DIRT z
<br />ASTANDARD o
<br />90° HOOK c�
<br />#5 BAR IN
<br />FILLED CELL
<br />pv vp a Rv ap a& �,• _�G ry� av �V n 9
<br />he
<br />N
<br />STEMWALL FOOTING SIZE AND
<br />MONO TO STEMWALL FOOTING REINF. N DETARLANILS
<br />AND STEMWALL
<br />SECTION DETAILS
<br />SCALE: 3/4" = V-0"
<br />OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC"
<br />ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
<br />EXISTING BOND BEAM.
<br />DRILL 3/4"x5" MIN. HOLE SET BAR IN
<br />EPDXY CAP TO PREVENT LEAKAGE
<br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
<br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2")
<br />#5x6' EMBEDDED INTO EXISTING BOND BEAM
<br />FILL CELL FULL HEIGHT W/
<br />NON SHRINK GROUT.
<br />#5x6' EMBEDDED INTO
<br />EXISTING FOOTING
<br />DRILL 3/4"x5" MIN. HOLE
<br />SET BAR IN EPDXY
<br />EXISTING FOOTING
<br />RETROFIT FILLED CELL DETAIL
<br />(2) #5x6' IN CONC.
<br />FILLED CELL
<br />�4 SAW CUT
<br />A SECTION
<br />1 SCALE: N.T.S.
<br />SCALE: N.T.S.
<br />i
<br />M
<br />N
<br />O
<br />N
<br />00
<br />,1�A}
<br />`° `, S
<br />� "``
<br />Lo
<br />00
<br />00
<br />,
<br />I F
<br />w Qn `�
<br />LU
<br />�a m
<br />O
<br />w
<br />0
<br />z
<br />a
<br />SIN,
<br />N �
<br />i
<br />W L 100 u
<br />` C`7 N G)
<br />NMM. 5
<br />_T
<br />(n
<br />jf�,
<br />V _0 -0 f 2 M
<br />�
<br />9
<br />:) Oo 2
<br />�t ado °<
<br />•N
<br />V LU QN
<br />7�
<br />�. o E �
<br />LLI /W
<br />u j
<br />I—Q YY _j Q q ezwLU0Z
<br />u_
<br />O
<br />V!'
<br />Q Q
<br />I—
<br />1
<br />�J
<br />Q X J Z O Q J
<br />D o WWoz20olaQ
<br />O<n1x§OzoRoom U
<br />O
<br />CnWaLu W W W(nWWY 0 —
<br />Q<<0uj zwzO�°JCL
<br />ILL.
<br />O W �I'H �wp a
<br />o� o o¢z a
<br />LLa o 9a,
<br />O
<br />O
<br />N
<br />Z
<br />Ow
<br />14
<br />> (n O
<br />zCrl-
<br />(] �M O
<br />y)
<br />� J
<br />In
<br />Z0
<br />Z
<br />W
<br />W
<br />CD
<br />O
<br />d-
<br />�a
<br />Plans
<br />irtu
<br />! ke
<br />i�w
<br />Qssi
<br />t, 1
<br />c.
<br />;or
<br />complived
<br />vie
<br />nce
<br />co
<br />with
<br />ple
<br />the
<br />led
<br />020
<br />ad a
<br />FBC
<br />7thoEditilln
<br />by
<br />Deb
<br />a An
<br />d K
<br />ahr
<br />PX2300
<br />O
<br />o
<br />0
<br />N
<br />C4
<br />0
<br />N
<br />I
<br />M
<br />co
<br />C)a0C
<br />0
<br />0
<br />D
<br />6)N
<br />�
<br />o
<br />l
<br />l
<br />l
<br />'
<br />O
<br />N
<br />�
<br />W
<br />�
<br />o
<br />�
<br />0
<br />N
<br />0
<br />M
<br />o
<br />d'
<br />I
<br />I
<br />I
<br />i
<br />I
<br />I
<br />'� /
<br />00
<br />}
<br />zz
<br />U
<br />Q z
<br />w
<br />o
<br />�
<br />w
<br />000
<br />®
<br />U
<br />U V
<br />Zor—
<br />Lazes
<br />ow
<br />W_<
<br />Ln
<br />Lu
<br />0
<br />��—
<br />CV
<br />zoo
<br />■ �Lo
<br />Ll.l
<br />0-
<br />Q
<br />0z
<br />0
<br />(=)V
<br />dz�
<br />z
<br />CLz
<br />ry
<br />O"�
<br />IZ
<br />M0
<br />W
<br />z
<br />z
<br />z
<br />W
<br />Uj
<br />J
<br />Lo
<br />o
<br />®
<br />LAST PLOT DATE
<br />O
<br />z
<br />0
<br />STRUCTURAL
<br />J
<br />DETAILS - RETRO FIT
<br />
|