|
1/4" MAX 2,_0„
<br />itSOLID BLKG. AT TOP BT
<br />ARCH BLKG. & BUCK ---- i
<br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER
<br />TO PRODUCT P.T. TO PRODUCT
<br />APPROVAL FOR CONN. APPROVAL FOR CONN.
<br />1x4 P.T. 11 1x4
<br />3-1/4" LONG X 3/16" 03 FURRING 3/16 O X 3 LONG FURRING
<br />TAPCONS
<br />TAPCON. INTO STAGGERED @ 16" 1x8 P.T.
<br />BLOCK@ SPACING „ O.C. 2-ROWS INTO
<br />PER MANUFACTURE DETAIL MASONRYTHROUGH
<br />1x4 P.T. & 1x8 P.T. -� /2L� DETAIL
<br />DOOR JAMB (REFER
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />3/16" x 3 -1/2"
<br />TAPCON @ 16"
<br />1x4 P.T.
<br />O.C. & 4" FROM
<br />DOOR JAMB (REFER
<br />EACH END W/ MIN.
<br />TO PRODUCT
<br />2" EDGE DIVST.
<br />APPROVAL FOR CONN.
<br />(2) ROWS 3116" x 3-1/2"
<br />TAPCON @ 16" O.C. &
<br />4" FROM EACH END w/ 2x8 P.T.
<br />2x P.T. AS REQ'D
<br />MIN. 2" EDGE DIST.
<br />2x DETAIL
<br />2 1/4" DETAIL
<br />DOOR JAMB (REFER
<br />1x4 1/2" DRYWALL
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />1 X 4
<br />FURRING
<br />(2) ROWS 3/16" x 3-1/2"
<br />TAPCON @ 16" O.C. & 4"
<br />1 L,2X8
<br />FROM EACH END w/ MIN.
<br />1X8
<br />2" EDGE DIST. ATTACH
<br />1x8 w/ (2) ROWS 8d NALS
<br />3" DETAIL
<br />STAGGERED @ 12" O.C.
<br />DOOR JAMB (REFER
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />1x4 1/2" DRYWALL
<br />2x8 P.T. w/ (2) ROWS 3/16"
<br />x 3-1/2" TAPCON @ 16"
<br />1x4
<br />O.C. & 4" FROM EACH
<br />FURRING
<br />END w/ MIN. 2" EDGE DIST.
<br />ATTACH SECOND PLY w/
<br />(2) ROWS 10dx3"
<br />2x8
<br />STAGGERED @ 12" O.C.
<br />1-1 /d" IIPT,& I I
<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/ 1/4" 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) 7/16" OSB 2 x 8 BRACE/ BLKG. '
<br />CUT HOLE IN O.S.B. FOR
<br />BUILT UP PLWD. BUCK ARCH PANEL
<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 />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
<br />ARCH DETAIL ri
<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 DIAAGONAL 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'-011 8"
<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 />AT EA. END
<br />PROVIDE 2 x 8 DIAG. BRACE BTWN,,-,NAILS
<br />VERT. BRACES WHEN HGT. OF
<br />BRACE EXCEEDS 24"
<br />LEAVE A CUT OUT IN O.S.B. ON TI
<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 K
<br />SCALE: N.T.S. �ILS
<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 />(TYR)
<br />STD. 90'
<br />HOOK (1
<br />+5A
<br />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%" WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
<br />USE (1) SIMPSON 1/2" 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 ALL
<br />(5) 12d NAILS SIMPSON i
<br />2X6 TO 2X4 H2.5A wl (10)
<br />8d NAILS
<br />LN
<br />i
<br />JACK TRUSS PROVIDED BY
<br />TRUSS COMPANY OR 2x4
<br />00, #2 SYP @ 24" O.C. �
<br />4'-0" MAX SEE PLAN
<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)
<br />COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR.
<br />B)
<br />ADHERE EXPANSION STRIPS TO JAMBS AND HEAD, MAKE CERTAIN EXPANSION STRIP
<br />EXTENDS TO SILL.
<br />C)
<br />SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />D)
<br />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 />ANCHOR
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
<br />1/4" EXPANSION BOLT (2
<br />E)
<br />INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />9 ga. PANEL PER ANCHOR)
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITH!N 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) 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 />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 />= ;::; ;:''
<br />F)
<br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />6" MIN. LAP
<br />G)
<br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />SPLICE NOTE:
<br />REMAIN FREE OF MORTAR.
<br />H)
<br />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)
<br />AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
<br />GLASS BLOCK PANEL AND JAMB ANC HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
<br />J)
<br />APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />K)
<br />A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING.
<br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
<br />INSTALLATION OF GLASS BLOCK.
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />IF TRUSSES USED) W/ (2) #6 X 4Y2' 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 />MASONRY WALL. SEE PLAN FOR
<br />REINFORCING. PROVIDE LOWER
<br />HOOKED DOWEL
<br />W.W.M. AT PERIMETER
<br />(1) #5 BARS CONT. WHERE THIS CONDITION
<br />TOP WITH MIN. 3" OCCURS
<br />COVER 6'-0" F. F.
<br />°.
<br />D.
<br />1=1 �M� Irl I; I=1
<br />II1=11 MII _
<br />:111111I 1111'
<br />° 1=1II-111"
<br />GRADE D,i1lliI�I-
<br />°
<br />M D
<br />z ,\
<br />N � • C .
<br />(2) #5 REBAR. MIN. 3"
<br />16" MIN. Of COVER EA. WAY
<br />SECTION AT DEEP MONO FOUNDATION
<br />SCALE: 3/4" = V-0"
<br />FILLED CELL PER
<br />FOUNDATION PLAN
<br />�R
<br />YP.)
<br />THE
<br />:S
<br />I IAIA(%nI=0TADI C IAICTAI I TInKI
<br />FILLED CELL INSTALLATION rH
<br />SCALE: N.T.S.
<br />SEE AR1."H 'PLAN .AND
<br />`y PRE-ENG TRLSS DESIGN
<br />:SEE NOTE, BELOW
<br />„ Zx SUE.
<br />BFIGWALLTYPE
<br />PEA PLAN
<br />F* CHANNEL -I _- '!A-( C
<br />FA;JTEI�ED L
<br />NOTE 2 F1FL� k� y 9JN'1 'piaENTED C R a .!1h.I[D W FF1:T
<br />CONT 2x4 NAILED TO - 2x BLOC KINF! NAILED TO TOP
<br />BLaCKIN wt 2-12d MAILS ?-j CHOFM EVERY OTF- R TRU:S
<br />W ; 12d NAILS,
<br />YP i
<br />G.O./ EgJIL_ RTC) t,IERIF Y'/` P.R .)VIDE S,DFFOT T^o1ATERIAL SPAN C A(. IT'
<br />ON. THE DESIGN PRE:SISIJRES 8Pl'c.iC'"'IF@IED Ft"lI4 L.L)PtidIPIWRr,4 N-'FS AND OL/ iL.iLrlll°1+;:,
<br />LISTED IN THE LIE y5I(IN CRITERIA ON 'SHEET SIN,
<br />- FOR, SOFFIT - AC:HNIENT AT WALL (PER ALPHA Al UM INC` FL # 1654 -
<br />PRODUCT APPROVAL) F CHANNEL FASTENED TO:
<br />- CLIU Vi T NAIL .0°7 Dik a 24' O.C.Vgt /8 MIN. EMBEDMENT
<br />- WOOD tv' try) IS r_,A. 14"'CROWN STAPLES , 24" MAX. O:C. IN
<br />PATTER ,l a �,1 * y g�
<br />FA---1A. ,01 I,Ii,, u(3A P, ,:, ,r, I#�I'�� �sP"4�.I �I�m�N�N^¢ kSW E i;C,��' EJ`LCH ( FR0CI'1,11F _
<br />STRUCTURAL SOFFIT
<br />C r SCALE- 3/41'7 (»*) FOR ALUI #iNUM SOFFITS WIT-F
<br />REV, 09 n Z221 1-41, INSTALL PAID SPAN
<br />THE &0FFIT FL PA INSTAL LATIOP, R, I'TF 'A
<br />'REFER TO THE PRODUCT T APPROVAL FOR INSTALLATION DETAILS,
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />�RUS
<br />S AS SHOWN FOR O.H. UP TO 2'-6"
<br />DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H.
<br />k (2) 10d NAILS @ 8" O.C.
<br />O�FRygN TO TRUSS TOP CHORD
<br />+ + FNQTy PLYWOOD SHEATHING
<br />+ BLOCKING AS
<br />+ REQUIRED
<br />TO SUPPORT
<br />TRUSS + SOFFIT
<br />+ +
<br />2X4 SYP e a
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL
<br />SCHED.
<br />CENTER SOFFIT
<br />PRECAST LINTEL
<br />SEE ELEVATION
<br />2X2 #2 P.T. MIN.
<br />FOR OVER HANG
<br />W/J-CHANNEL SECURED
<br />(MAX. 4'-0")
<br />@24" O.C. FASTENED TO
<br />CMU W/ 3" LONG T-NAILS @
<br />24" O.C.
<br />SECTION @ ROOF EXTENSION M
<br />SCALE: 3/4" = V-0"
<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 MI%
<br />MSTAM STRAP
<br />R(:AI F• 3/d
<br />EGG eWGGT n) ANIn
<br />z
<br />0
<br />Q
<br />LL
<br />0
<br />w
<br />LL
<br />LL
<br />U
<br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C.
<br />3/4" PLYWOOD DECKING GLUED
<br />ATTACHED WALL SHEATHING TO
<br />AND NAILED W/ 8d COMMON @
<br />2X BOTTOM PLATE W/ 8d @ 4"
<br />6" O.C. EDGES AND 12" O.C. FIELD
<br />O.C., 2 ROWS STAGGERED
<br />2x BAND JOIST W/ FACE NAIL 10d
<br />TOP & BTTM CHORD, AND (8)
<br />FACE NAILS 1 Od @ TRUSS VERT.
<br />WEB
<br />r@
<br />METAL SEAT PLATE
<br />C�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 />INTO BAND JOIST & (4) 1AN2 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 />FILL 1st 4 COURSES
<br />SOLID W/GROUT
<br />a
<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 />11-011
<br />51-011
<br />INISH FLOQ
<br />#5 BAR
<br />1>D CENTERED W/ g
<br />90` H
<br />IN TOP o
<br />KNOCKOUT/ N
<br />° CHAIR BLOCK
<br />MONO FOOTING _ D
<br />SIZE AND REINF. PER PLAN
<br />AND SECTION DETAILS
<br />CLEAN FILL I °
<br />DIRT D z
<br />STANDARD q
<br />P 99 HOOK N
<br />#5 BAR I N >
<br />FILLED CELL
<br />as -
<br />STEMWALL FOOTING SIZE AND
<br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL Plar
<br />SECTIONN DETAILS for com
<br />SCALE: 3/4" = V-0"
<br />NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT,
<br />CONTACT 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 />4 SAW CUT
<br />A SECTION
<br />1 SCALE: N.T.S.
<br />SCALE: N.T.S.
<br />I
<br />,
<br />M
<br />N
<br />O
<br />'.�
<br />N
<br />00
<br />Lo
<br />Ln
<br />00
<br />Lo
<br />¢
<br />r01
<br />r_:
<br />Z
<br />w
<br />0
<br />w
<br />z
<br />Q
<br />0
<br />W L 'c- `O U
<br />mN m
<br />V 7C)�
<br />E •Li 0
<br />� � 2 o
<br />_ o 0
<br />rnrn
<br />lJ/ U- N Q
<br />i Ua'
<br />}<
<br />'LO V w a N
<br />W L 0o E 00
<br />CL
<br />III
<br />Uj W
<br />U
<br />p - W N
<br />w� w co w�o0
<br />I-Q J a'wq zI
<br />Q¢
<br />F— �--
<br />Q�T<U)00 ULLUOp��O
<br />= 0 0 Z LL u Z p
<br />0w��0Z0LLJ-0
<br />I-__ Q Q
<br />U
<br />U) O z
<br />LL W W 0' Q
<br />-1 <O W Q�zLUZ�LLJ0
<br />20
<br />p
<br />J
<br />LL
<br />0 W �F-� �YZ�Q
<br />o� o oa Q
<br />Q
<br />Q
<br />LL 0; F- LL.
<br />O
<br />0
<br />Z
<br />W
<br />0�
<br />L 5 r-,
<br />� 0
<br />M�
<br />C
<br />ti
<br />I— tY tl cM
<br />Z U
<br />Z
<br />LU
<br />LU
<br />J 00
<br />mi
<br />O
<br />It
<br />Virtual Review Assisi
<br />i'nc
<br />Review comPlet
<br />d
<br />`
<br />Hance with the
<br />2020
<br />an
<br />I a
<br />y Debra Anne Kla
<br />r P
<br />C 7
<br />tIQ
<br />h,E
<br />I
<br />;;fin ;z
<br />I
<br />V/
<br />O
<br />N
<br />O
<br />N
<br />O
<br />Oqqrmm
<br />N
<br />O
<br />N
<br />N
<br />O
<br />N
<br />\
<br />N
<br />N
<br />I,-
<br />0
<br />N
<br />N
<br />CD
<br />"
<br />CDLo
<br />O
<br />O
<br />1
<br />1
<br />z
<br />0
<br />NLn
<br />W
<br />o
<br />06
<br />O
<br />I
<br />I
<br />I
<br />`I
<br />�� )^r
<br />V
<br />00
<br />� F-
<br />zz
<br />OQw
<br />�
<br />W
<br />zU)
<br />000
<br />®
<br />V
<br />LLI UV�
<br />0
<br />ow-
<br />0
<br />0
<br />z
<br />ar<
<br />r�
<br />F-
<br />w 2
<br />WW<
<br />r—I
<br />=
<br />m w
<br />2
<br />i�
<br />N
<br />a -,
<br />z�0
<br />OW
<br />W��
<br />■ Ln
<br />Q
<br />0
<br />zwo
<br />O
<br />U
<br />az�
<br />z
<br />z
<br />I..L�
<br />ZQ
<br />F
<br />J
<br />OU
<br />0
<br />F. MMW
<br />z
<br />z
<br />z
<br />z
<br />w
<br />W T
<br />J
<br />�
<br />V J
<br />N
<br />LAST PLOT DATE
<br />z 0
<br />STRUCTURAL
<br />DETAILS - RETROFIT
<br />
|