|
1/4" MAX
<br />ir 2'-0"
<br />SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK
<br />DOOR JAMB (REFER 1x4 r1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN.
<br />APPROVAL FOR CONN. 1x4
<br />1 x4 P.T. 3/16" 0 X 3" LONG
<br />3-1/4" LONG X 3/16"I?J FURRING FURRING
<br />TAPCONS
<br />TAPCON. INTO STAGGERED @ 16" 1x8 P.T.
<br />BLOCK@ SPACING „ O.C. 2-ROWS INTO
<br />PER MANUFACTURE 1 DETAIL MASONRYTHROUGH
<br />1x4 P.T. & 1x8 P.T. 1-1 /21► DETAIL
<br />3/16" x 3 -1/2"
<br />TAPCON 16" 1x4 P.T.
<br />DOOR JAMB (REFER
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />@
<br />O.C. & 4" FROM
<br />DOOR JAMB (REFER
<br />EACH END W/ MIN
<br />TO PRODUCT
<br />2" EDGE DIST.
<br />APPROVAL FOR CONN.
<br />(2) ROWS 3/16" 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 I1Z UM T VVFiLL
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />1X4
<br />FURRING
<br />(2) ROWS 3/16" x 3-1/2"
<br />TAPCON @ 16" O.C. & 4"
<br />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 YWALL
<br />2x8 P.T. w/ (2) ROWS 3/16"
<br />x 3-1/2" TAPCON @ 16"1x4
<br />O.C. & 4" FROM EACH
<br />pil/2",Dl
<br />FURRING
<br />END w/ MIN. 2" EDGE DIST.
<br />ATTACH SECOND PLY w/
<br />(2) ROWS 10dx3"
<br />x
<br />STAGGERED @ 12" O.C.
<br />z-i /d" m:TO 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 31/4" 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 45A DIAGONAL (4) 10d NAILS INTO
<br />BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG.
<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/ BLK 2.
<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 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 DIAGONAL 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. RAD.
<br />2
<br />x 8 BUCK - CONNECT TO BLOCK SECTION
<br />WITH
<br />1/4" x 31/4" TAPCON (1 1/4" MIN. B-B
<br />1/4" MAX EMBEDMENT INTO K.)
<br />2'-0" Opn
<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 />_
<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 K
<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. RAD.
<br />PROPER INSTALLATION MAX. 8"
<br />#5 REB,
<br />(TYP,)
<br />FILL SOLID
<br />BOTH CELLS
<br />STD. 90'
<br />HOOK (1
<br />ll
<br />"LAL
<br />NOTCH WEB AT
<br />+5A
<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/ i
<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
<br />2X6 TO 2X4 H2.5A w/ (10)
<br />8d NAILS
<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 />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)
<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 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) 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 TA B D TROWEL
<br />HALF OF MORTAR D E AN O
<br />REINFORCING PANEL
<br />SMOOTH. DO NO FURROW.
<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
<br />REMAIN FREE OF MORTAR.
<br />NOTE:
<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 AND 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 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—J
<br />TRUSS COMPANY OR 2x4
<br />#2 SYP @ 24" O.C. �
<br />4'-0" MAX SEE PLAN
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />IF TRUSSES USED) W/ (2) #6 X 4%" 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"
<br />F.F.
<br />C p
<br />0 o i I 1=1 11=1 I I
<br />I —III —I � l
<br />GRADE oI—
<br />°.
<br />°
<br />M G .
<br />- Z
<br />t (2) #5 REBAR. MIN. 3"
<br />16" MIN. 01 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 />FHE
<br />S
<br />I IAIAnnE:DTADI C IAICTAI 1 TInKI
<br />FILLED CELL INSTALLATION H
<br />SCALE: N.T.S. SS
<br />TE AP,--H PLAN AND
<br />PRE-EI' G TRUS 3'-Sk,. N
<br />EE N 0 T 'E E.
<br />..
<br />ALI ' _
<br />IMF' , LL FE I ALUM
<br />= r
<br />s..
<br />1 4 IE
<br />I '.q ,
<br />F LHANLNEL _ zw r C " D
<br />FA`.TENED PER< I DIA
<br />o 1TF ? RF1 M---L - a FAT ` EI°. E La Lr SAL
<br />E 1
<br />CONT 2x4- N'AIIL.E . L- 2x BLoCKIN I fiAAILEL,, TLk Taal
<br />3... m+CKI G v.,? 2-12 ?4A1L_ - CHORD F �'FP Y COTHE; T -_ . ,
<br />ew'--12J NAILS, TYP
<br />C) Ci 11LDE TO V`RF`'r'RR0VIDE SDFFIT NTATERI, L SPAN (:_B CIT
<br />T C l THE DESI; GN Cr,[—E1 EET SN
<br />L F :t= ISFFuT A € Ft°i t;i-tL'1ENT AT WEIR ALPHA. AL U?A 114C FL 4 1654n -- PRODUCT AP II F CHANNEL F AS, E E-D 7,0"
<br />= t., I. ,L.=U fi,,, DID. 1 a24 C.r, +511 IFi L1mE =1`_l 1
<br />L wl 1,31 16 IAA S `=1 x 1 ,1" 'w _ _ STD LES @ 24" 1^a1 "� �:^ O.C. IN
<br />PATTERN
<br />1 F FA&C-1A W.E 16, GA ',,g 111.4 , jN c APLE cJQ __A2 i I _jTj1:_
<br />L S
<br />,SF01 DCTR 7-0'
<br />AO FIT �§1T
<br />mm . 7 CL 1 V T' ItJS T,.Li Nil D .- N BLC
<br />T, F = IFFI I Fi_ PA NSTALLAT10I, '
<br />�IREFER TO THE PRODUCT APPROVAL FOR INSTALLATION DIETA 1_S ;
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
<br />* DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H.
<br />X OV (2) 10d NAILS @ 8" O.C.
<br />ERygN TO TRUSS TOP CHORD
<br />+ + IFNOTy PLYWOOD SHEATHING
<br />+ i+ + BLOCKING AS
<br />+ REQUIRED
<br />TO SUPPORT
<br />TRUSS + + SOFFIT
<br />+
<br />2X4 SYP a.
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL
<br />SCHED.
<br />NTER SO
<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" = 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 MIr
<br />MSTAM STRAP
<br />S( AI F-.'1/4
<br />CII CI-IGGT n) All
<br />z
<br />0
<br />U)
<br />Q
<br />tL
<br />0
<br />W
<br />0
<br />0
<br />2"x BOT. PLATE W/ (2) 1 Od @ 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 1od
<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" SDS SCREWS
<br />INTO BAND JOIST & (4) 1/4"x2 3/4"
<br />TITEN INTO K.O. BLOCK
<br />RETROFIT FOR MISSING
<br />EMBEDDED STRAP
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
<br />FILL 1 st 4 COURSES
<br />SOLID W/GROUT
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS.
<br />OVERHAN
<br />d• ' G
<br />RETROFIT WAIL OVERHANG DETAIL (NTS
<br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D.
<br />1'-0" 5`-0"
<br />NISH FL
<br />° ° p #5 BAR
<br />Dp' D 10" D CENTERED W/
<br />IN TOP o
<br />_ KNOCKOUT/ N
<br />CHAIR BLOCK
<br />MONO FOOTING _ D
<br />SIZE AND REINF. PER PLAN I o D °
<br />°
<br />AND SECTION DETAILS71
<br />CLEAN FILL I .�
<br />DIRT 6 z
<br />° STANDARD o
<br />#5 BAR IN D 99 HOOK N
<br />FILLED CELL
<br />STEMWALL FOOTING SIZE AND
<br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL
<br />SECTIONN DDETAETAILS
<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 />Q - (2) #5x6' IN CONC.
<br />CO CDco FILLED CELL
<br />DRILL 3/4"x5" MIN. HOLE
<br />SET BAR IN EPDXY
<br />4" SAW CUT
<br />EXISTING FOOTING A SECTION
<br />1 SCALE: N.T.S.
<br />RETROFIT FILLED CELL DETAIL
<br />SCALE: N.T.S.
<br />OCT 2 8 2OZz
<br />Virtual Review Assist, Inc.
<br />Plans Review completed and approved
<br />for compliance with the 2020 FBC 7th E Ition
<br />by Debra Anne Klahr PX2300
<br />N
<br />04
<br />tw
<br />N
<br />J <,
<br />LO
<br />y <;'
<br />.
<br />LO
<br />r
<br />xb,a
<br />Q
<br />:
<br />s -
<br />w
<br />0
<br />' u
<br />w
<br />0
<br />z
<br />Q
<br />N
<br />p L0
<br />� o
<br />Q�
<br />4
<br />L
<br />CO N N
<br />V)
<br />� N M }
<br />U
<br />s o
<br />} O 2 0
<br />O � q Q
<br />�tn
<br />Q�
<br />U w Q�q
<br />E"
<br />7
<br />L o
<br />W
<br />0 W Ul " W I-
<br />eUj p
<br />W_j Of<zzaf
<br />oW Y
<br />Q U<
<br />F-
<br />Q�
<br />QZ°��a�po�O
<br />Uo
<br />)Wi0Z20❑1—
<br />acnWO0 R0omZ
<br />0,F- ZC1U
<br />Q°0Z__ZWe0ZWLL 0WOa
<br />Z
<br />Q
<br />~6U)
<br />H
<br />p Q
<br />w
<br />p� OQZ�Q
<br />LLQ 0 �QILL
<br />O
<br />O
<br />z N
<br />LLj
<br />> VJ p
<br />���MO
<br />Q LO
<br />J
<br />2 U)
<br />Lq
<br />Cy)
<br />00
<br />Q >- Q
<br />z U
<br />z�
<br />LU
<br />J �
<br />N
<br />N
<br />CD
<br />N
<br />ti
<br />N
<br />CD
<br />CD
<br />CO
<br />M
<br />CO
<br />CD
<br />CD(D
<br />r
<br />r
<br />CDCDNN
<br />N
<br />N
<br />N
<br />N
<br />N
<br />N
<br />N
<br />N
<br />N
<br />N
<br />N
<br />rn
<br />Co
<br />6
<br />ao
<br />O
<br />r;
<br />-
<br />1
<br />N
<br />o
<br />M
<br />Oo
<br />dt
<br />r--
<br />0
<br />W
<br />0
<br />O
<br />O
<br />Ir",
<br />0
<br />(fl
<br />0
<br />N'
<br />�.0
<br />a)
<br />>
<br />CD
<br />CD
<br />N
<br />C)
<br />co
<br />CD
<br />"t
<br />C)C)
<br />LID
<br />CD
<br />CO
<br />I__
<br />MI
<br />j J
<br />Z z
<br />,
<br />_)
<br />oWfn
<br />-1�
<br />0
<br />U
<br />� tY 0
<br />TT
<br />VJ
<br />-o
<br />�D�a
<br />Q
<br />0
<br />Ix W
<br />ZW~L_
<br />F-
<br />LU
<br />~Oz
<br />=
<br />F- Z
<br />j III
<br />N
<br />v
<br />z
<br />0®
<br />i'2zof
<br />�QQ�
<br />w
<br />w
<br />0_j2z
<br />C:)
<br /><
<br />US2zz
<br />z
<br />�Qp
<br />z
<br />U
<br />J
<br />O o
<br />°-
<br />W
<br />Q
<br />Z
<br />I
<br />z
<br />z
<br />J
<br />WC14
<br />N
<br />CY)
<br />0
<br />0
<br />LAST PLOT DATE
<br />Jul. 21, 22
<br />-if--+
<br />z O
<br />STRUCTURAL
<br />— J
<br />DETAILS—RETRO FIT
<br />A j, AII 11_
<br />
|