|
THIS DETAIL ONLY RF ERS: TO 7HE DI Ff-AJe14_D l E3_-
<br />EXPA"NDED METAL LATH ATTACHMENT,
<br />METAL LATH WALL SHEATHING,
<br />II II I
<br />IA :I�I:4
<br />{ I l I
<br />16 A0 1,2"' LONG d" 3d14"-1" CROWN
<br />STAPLES" G:" 0,C, °/ERT BETWEEN i I I 4 4 I I I 16GA0 -1/2" LONG (3 %
<br />w1"
<br />=
<br />ROWNI S PLES � SSTUDS 1 7EEI -.� _OFFSET I i I
<br />STAPLES BETVIEEN STUDS ASS HOVAI 0.0. VEMRT INTO STUDS
<br />I NOTED' THUS:—)
<br />METAL SAT AT�AC E DETAIL
<br />RI " , 09,24 Z1 SCALE " 4' = 1`-0""
<br />DETA-11 EXCEEDS THE REQUIREMENTS FOR FI5CR 703,71 LATH"
<br />*-ONLY APPLIES TO LENT ARS TPA "CIA **
<br />LATHING ACCESSORIES:
<br />ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS.
<br />WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C.
<br />VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS.
<br />MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @
<br />6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR
<br />GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A
<br />SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID
<br />PORTION OF THE KEY ATTACHMENT FLANGE.
<br />CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN
<br />CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH
<br />CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE.
<br />ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 &
<br />ASTM C 1861.
<br />CORNER OF
<br />HOME
<br />GARAGE SIDE
<br />10'-0"
<br />TANK -LESS W/H
<br />5'-0"
<br />STUB -OUT FOR '
<br />GAS METER O
<br />O
<br />N
<br />• MEASUREMENTS ARE FROM FINISHED FLOOR
<br />• ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER
<br />• ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER
<br />GAS CONNECTION DETAIL
<br />"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"
<br />RAFTER SPAN TABLE
<br />MEMBER SIZE AND SPACING
<br />MAXIMUM LENGTH
<br />MEMBER CONNECTIONS*
<br />2" X 4" @ 16" O.C.
<br />7-5"
<br />(2) 16d TOENAILS
<br />2" X 6" @ 16" O.C.
<br />10'4"
<br />(2) 16d TOENAILS
<br />2" X 8" @ 16" O.C.
<br />13'-9"
<br />(3) 16d TOENAILS
<br />2" X 10" @ 16" O.C.
<br />16'-5"
<br />(1) SIMPSON HTS20 OR (3) 16d TOENAILS
<br />2" X 12" @ 16" O.C.
<br />19'-3"
<br />(1) SIMPSON HTS20 OR (4) 16d TOENAILS
<br />2" X 4" @ 24" O.C.
<br />6'-1"
<br />(2) 16d TOENAILS
<br />2" X 6" @ 24" O.C.
<br />8'-6"
<br />(2) 16d TOENAILS
<br />2" X 8" @ 24" O.C.
<br />11'-0"
<br />(2) 16d TOENAILS
<br />2" X 10" @ 24" O.C.
<br />13'-0"
<br />(3) 16d TOENAILS
<br />2" X 12" @ 24" O.C.
<br />154'
<br />(1) SIMPSON HTS20 OR (3) 16d TOENAILS
<br />* TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM).
<br />** SOUTHERN YELLOW PINE, 55 PSF LOADING
<br />C3'
<br />w
<br />in
<br />Q
<br />ROOF DIAPHRAGM NAILING SCHEDULE
<br />RIDGF I INF
<br />.}
<br />-I-
<br />+ . + + + + + -I- +
<br />+ +
<br />+ +
<br />+ + + t + + + + + +
<br />+
<br />+
<br />+ + + + + + + + o
<br />+ +
<br />+ +
<br />+ + + + + + + + + +
<br />+
<br />+
<br />+
<br />.
<br />+ + + + + . + + + 8.
<br />+ +
<br />. +
<br />+ + + t + + + + . t
<br />+
<br />+
<br />+ + + + + + + + ...
<br />+
<br />+ +
<br />+ + + + + + + + + ...
<br />t
<br />+
<br />+
<br />K+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />4'-0"
<br />+
<br />+ +
<br />+ +
<br />4'-0°
<br />+
<br />+
<br />9�Fy
<br />+
<br />+
<br />+
<br />+
<br />+
<br />+
<br />t +
<br />t t
<br />+
<br />+
<br />+ +
<br />+
<br />+ +
<br />-F++
<br />+++
<br />+
<br />+ + + + + + + + +
<br />+ +
<br />+ + + + + + + + + +
<br />+
<br />+
<br />+
<br />+
<br />+ + + + + + + o + +
<br />+ +
<br />+ + + + + + + + +
<br />+
<br />+
<br />+ + + + + + + + c6 +
<br />+ +
<br />+ + + + + + + + + +
<br />t
<br />+
<br />++
<br />+++ +++++tt++
<br />+
<br />\—RIDGE LINE
<br />145 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 1145 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE
<br />15/32" CDX I
<br />PLYWOOD OR
<br />7/16" OSB
<br />+ + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE
<br />+ + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER
<br />RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER
<br />16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH
<br />0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER
<br />2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH
<br />NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED
<br />1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED.
<br />2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER.
<br />3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS
<br />OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN.
<br />Backer and Filler Block Dimensions
<br />BCI®Joist
<br />Backer Block
<br />Thickness
<br />Filler Block Thickness
<br />Series
<br />3/4" or 7/8"
<br />5000s 1.8/1.7
<br />wood panels
<br />Two 3/4" wood anels or 2 x
<br />P —
<br />1-1/8" or two 1/2"
<br />6000s 1.8/1.7
<br />wood panels
<br />2 x _ + 5/8" or 3/4" wood panel
<br />1-1/8" or two 1/2"
<br />6500s 1.8/1.7
<br />wood panels
<br />2 x _ + 5/8" or 3/4" wood panel
<br />1-1/8" or two 1/2"
<br />602.0
<br />wood panels
<br />2x —+ 5/8" or 3/4" wood panel
<br />902.0
<br />2x — lumber
<br />Double 2 x — lumber
<br />DOUBLE JOIST CONSTRUCTION
<br />(Not required if both loaded equally from above)
<br />Filler blocking
<br />1/8" gap
<br />k
<br />x /i
<br />"t
<br />FILL CELL
<br />if STD. 90° HOOK BOND BEAM
<br />rn
<br />W
<br />Q STD. 90°
<br />CONT. #5
<br />CONT. #5 HOOK
<br />BAR
<br />BAR
<br />#5 CONT.
<br />FROM
<br />FOUNDATION
<br />�
<br />TO HIGHEST
<br />F-------]
<br />BOND BEAM
<br />BOND BEAM STEP
<br />SCALE: N.T.S.
<br />2nd FLOOR
<br />INTERIOR/EXT WALL SEE
<br />PLAN FOR MORE INFO
<br />CONT. BASE PLATE
<br />BEARING COLUMN
<br />SEE PLAN FOR REQ'D
<br />PLYWOOD FLOOR
<br />COLUMN AND
<br />SHEATHING PER PLAN
<br />CONNECTION
<br />TJI TO BE CUT TO ALLOW
<br />FOR BLOCKING/TJI
<br />MASONRY WALL OR
<br />INTERIOR BRG. WALL
<br />TJI PER PLAN
<br />OTHERWISE SOLID
<br />BLOCKING TO MATCH
<br /># OF 2nd FLOOR
<br />Solid block all posts from
<br />STUDS
<br />above to bearing below.
<br />SECTION @ INT. BRG. WALL
<br />N.T.S.
<br />1/8" min. } Small gap 2" min.
<br />2" ma
<br />x• A 4 max.
<br />Ffl �
<br />Clinch nails
<br />k��Ae� when
<br />possible
<br />1) Support back of web during nailing to prevent damage to
<br />web -flange connection.
<br />2) Block solid between joists for full length of span. Tight fit
<br />3) Leave 1/8" gap between top of filler blocking and bottom of top flange.
<br />4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2"min.
<br />g required when indicated or 4" max.
<br />2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing.
<br />OF THE JOIST ASA REQUIRED LEAVING 8" GAP @TOP sides by 6".
<br />- Hangers with sides not containing WEB STIFFENER
<br />top flange of joist.
<br />DOUBLE JOIST CONNECTION -Birdsmouthcuts. N.T.S.
<br />- Under 2nd floor column w/ loads
<br />N.T.S.
<br />SQUASH BLOCKS AT INTERIOR
<br />BEARING
<br />Vertical load transfer =1900 pif max along load bearing wall.
<br />Load bearing wall must stack
<br />`Non -stacking walls
<br />over squash=20 blocks and
<br />require additional
<br />wall or beam below.`
<br />consideration. Check
<br />local building
<br />code for appropriate
<br />1/16
<br />details in
<br />One 10d box
<br />areas=20 of high
<br />or=20 sinker
<br />lateral load.
<br />nail each side
<br />at bearing.
<br />Squash block /
<br />(2x4 minimum)
<br />Bearing wall, Versa -Lam LVL or
<br />Glulam Beam
<br />NO HOLES (EXCEPT
<br />KNOCKOUTS) ALLOWED
<br />IN BEARING ZONES
<br />DO NOT cut, notch
<br />or drill flanges
<br />Boise Joist Blocking
<br />I Ise 3" (1 nri) nails aT R" n r
<br />QT/ Provide adequate bearing
<br />for each lapped joist.
<br />10dnails SECTION @ INT. BRG. WALL
<br />N.T.S.
<br />MINIMUM SPACING = 2x GREATEST
<br />D DIMENSION OF LARGEST HOLE
<br />(see table below) (KNOCKOUT EXEMPTS) D
<br />(see table below)
<br />higher than 15001b.
<br />BLOCKING PANEL, INTERIOR
<br />Vertical load transfer =1900 pif max. along bearing wall
<br />Required on interior walls : - for vertical load transfer
<br />when load bearing - for lateral support when joists
<br />meet over wall, or wall stacks directly over wall or
<br />beam below Load bearing wall must stack over
<br />blocking and wall or beam below.*
<br />1-When joists meet over wall, provide
<br />1 3/4" minimum bearing for each. I -Joist can be offset
<br />up to 3" to avoid
<br />vertical plumbing
<br />P&:�
<br />3" max
<br />JOISTS OFFSET
<br />Use 10dx3" nails at 6"o.c. for all joist
<br />blocking panel "Non -stacking walls
<br />require additional consideration.—
<br />o
<br />CD
<br />to
<br />A 1Yz" ROUND HOLE MAY DO NOT CUT HOLES
<br />6 , BE CUT ANYWHERE IN 6" 6'
<br />CANTILEVER LARGER THAN 1/Z
<br />THE WEB. PROVIDE AT ROUND IN
<br />LEAST 3" OF CLEARANCE CANTILEVERS.
<br />FROM OTHER HOLES
<br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 12"
<br />RoundHlle IDfarr€eterIltj
<br />2
<br />3
<br />4
<br />5
<br />'6
<br />7
<br />8.8'5
<br />10
<br />11
<br />12
<br />�13
<br />Rectangular Hole Side (i)
<br />2
<br />3
<br />5
<br />6
<br />S
<br />B
<br />10
<br />Any 16" joist
<br />Span 4`ft 1
<br />j
<br />P'_ y"'
<br />1"
<br />9 -2
<br />t -2'
<br />1 3"
<br />1 -3"
<br />i- r"
<br />1 1 1 "
<br />2�4
<br />3'-2"
<br />3'-7„
<br />12
<br />16
<br />0
<br />1 "-0"
<br />1, C,.
<br />1-0""
<br />1 1 "
<br />"..
<br />1"'
<br />1 "-2
<br />I'-�^°
<br />1'-2`
<br />2,
<br />1 ^-2
<br />V-2"
<br />1 _T'
<br />i -7"
<br />2'-0"=
<br />, ,R
<br />-
<br />3-(I°"
<br />2,A43'
<br />4°0""
<br />2'-1
<br />_ ; €
<br />4"-10""
<br />,3 7 ,
<br />9'.
<br />11,1
<br />Wit, 2"
<br />7 `
<br />6-1I"^
<br />4„.
<br />"-ill"'
<br />_2 "
<br />8'-11"
<br />24
<br />I "-0`
<br />1 -1 "
<br />1'-2
<br />1,-3„
<br />2,-5w,
<br />3"-7
<br />4"
<br />5 -, 0",
<br />r 2;,
<br />8° ,"
<br />n _n"
<br />i „
<br />NOTES:
<br />1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS.
<br />2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY.
<br />3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO.
<br />4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS
<br />THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF
<br />A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT.
<br />5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE
<br />MEMBER CONDITIONS.
<br />6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF
<br />THE LARGEST HOLE.
<br />7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER.
<br />8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1 2" KNOCKOUT HOLES TURNED WITHER
<br />UP OR DOWN.
<br />9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS
<br />PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE
<br />POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE.
<br />HOLE CUTTING CHART
<br />N.T.S.
<br />N.T.S.
<br />Jc
<br />Web Stiffener Fastener Schedule
<br />Joist B aring Location
<br />Series Depth I End Intermediate
<br />®
<br />BCI5000s
<br />9-1/2"
<br />2-8d
<br />2-8d
<br />8d
<br />3M3-8d
<br />11-7/8"
<br />2-8d
<br />14"
<br />2-8d
<br />BCI 6000s®
<br />BCI6500s®
<br />9-1/2"
<br />11-7/8"
<br />2-8d
<br />2-8d
<br />14"
<br />2-8d
<br />16"
<br />2-8d
<br />BCI60s®
<br />11-7/8"
<br />2-8d
<br />14"
<br />2-8d
<br />5-8d
<br />16"
<br />2-8d
<br />6-8d
<br />BCI90s�
<br />1-7/8"
<br />3-16d
<br />3-16d
<br />14"
<br />1 5-16d
<br />5-16d
<br />16"
<br />1 6-16d
<br />6-16d
<br />Plumbing
<br />SIMPS(
<br />w/ (22)
<br />NAILS 1
<br />5/8" 0
<br />THRU
<br />BOLT
<br />SIMPSC
<br />w/ (22)
<br />NAILS 1
<br />R TRUSS
<br />OP PLATE
<br />I.0
<br />TYPICAL SIMPSON MGT TO
<br />BUILT-UP COLUMN DETAIL
<br />TYPICAL SIMPSON LUS/HUS/HUC
<br />INSTALLATION
<br />MIN. EMBEDMENT
<br />SCHEDULE FOR
<br />AND QUANTITY
<br />)F FASTENERS
<br />TYPICAL SIMPSON HETA20 /
<br />HETAL20 INSTALLATION
<br />SIMPSON HETA20 / HETAL20
<br />INSTALLATION @MID SPAN
<br />NOTE:
<br />UPLIFT VALUE
<br />IS BASED ON
<br />S.P.F.
<br />.�o LOCATION OF
<br />SECOND H10A
<br />SIMPSON H10A ° ^ (WHEN
<br />w/ (18) 10d x 1 1/2" REQUIRED)
<br />NAILS
<br />UPLIFT = 1015#
<br />TYPICAL SIMPSON H10A
<br />INSTALLATION
<br />TYPICAL SIMPSON MTS
<br />/ HTS INSTALLATION
<br />PLUMBING LINE
<br />TOP (2) #5's x 4'-0"
<br />CENTERED @ PIPE PVC OR SCH40 SLEEVE
<br />A/C CHASE 4" PVC PENETRATION
<br />SLEEVE THRU STEM
<br />WALL a
<br />I„111-IIL-,l=1 111-_1 I I-111-1 I hI I I III-1 I I Ia°
<br />I1=I = :
<br />II
<br />"I
<br />II—=1I
<br />' ' —1IIFINISH GRADE
<br />Backer block (12" wide min.) : 1 I I—III—III-1 11=�i 1— I I I
<br />Nail with 10- 10d nails. —I 11=1 11=1 I (� I I =
<br />Install tight to top flange. SLEEVE THRU STEM
<br />SEE PLAN FOR °• a . • • a
<br />FOUNDATION INFO a °
<br />STEM FOUNDATION
<br />�✓ \ Filler block.
<br />Nail with
<br />10-10d nails.
<br />Backer block required where top
<br />mount hanger load exceeds 250 lbs.
<br />Install tight to top flange.
<br />1/4"-2" gap
<br />Backer Block
<br />"Top Mount" "Face Mo- nt"
<br />Backer block shall be tight Backer block shall be tight
<br />to bottom of top flange with to top of bottom flange with
<br />1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top
<br />flange. flange.
<br />Web stiffner as
<br />Web stiffeners are not required when top required if hanger
<br />flange is laterally supported by joist hanger. doesn't meet
<br />height
<br />requirements
<br />0.6 X Joist
<br />" depth
<br />I -JOISTS BUCKETS
<br />N.T.S.
<br />GRADE
<br />°
<br />a
<br />REINF. SEE PLAN
<br />(2) #5 REBAR
<br />A/C CHASE 4" PVC
<br />SLEEVE THRU FOOTING
<br />MONO FOUNDATION
<br />TYP. FND. PENETRATIONS
<br />SCALE: N.T.S.
<br />F_
<br />III' L----'
<br />Ir— SEE FND. PLN.
<br />SIZE & REINF.
<br />01
<br />12" BELOW PIPE VERTICAL THRU FND.
<br />GRADE
<br />PVC OR SCH40 SLEEVE
<br />TOP (2) #5's x 4'-0"
<br />CENTERED @PIP
<br />PENETRATION E PLUMBING LINE
<br />a ° d
<br />a °
<br />—--------------------- -�
<br />z
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />PIPE PERPENDICULAR TO FND.
<br />TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE
<br />CENTERED @ PIPE
<br />PENETRATION PLUMBING LINE
<br />-----4 °
<br />Q
<br />-II, Io =1�;d/1�-
<br />a
<br />II I IIa ,° IEEI1 /
<br />—a--------/ II
<br />441
<br />SEE FND. PLN.
<br />SIZE & REINF.
<br />CT 2 8
<br />VR/\
<br />Virtual Review Assist, Inc.
<br />Plans Review completed and approved \
<br />for compliance with the 2020 FBC 7th Edition
<br />by Debra Anne Klahr PX2300
<br />N
<br />N
<br />O
<br />N
<br />T
<br />LID
<br />00
<br />:.
<br />y
<br />�
<br />}
<br />'a
<br />'J
<br />Z
<br />UJI
<br />"�8,Y
<br />..mom.4 o
<br />_
<br />z
<br />Q
<br />LQ N u7 U E
<br />- �? o
<br />W L
<br />M N
<br />t'
<br />- t o
<br />C O S o
<br />O E:o N Q
<br />Uo°
<br />• —s }
<br />I_I_Ico
<br />nN` V N C
<br />W L � CO
<br />O m
<br />1-- a _0
<br />W
<br />W (D W
<br /></
<br />0W U) WOf-
<br />W I-Q Ir J MQ~Zo Z
<br />E02JQOQ�Qr0iy00JO
<br />LL U
<br />Q
<br />Q J (n rn J -
<br />a X Z� O O � I-
<br />0OZOOZZ9m
<br />OW�
<br />z
<br />I-C�OnWnW W �QQ�JWO�
<br />TwUO
<br />WFp2� ¢U
<br />o = oQZ9Q
<br />O�
<br />,�Q O 1QLL
<br />f
<br />0
<br />0
<br />N
<br />OW
<br />�
<br />H
<br />V) D
<br />rl.�
<br />C) C:)
<br />in
<br />M C:)Q
<br />(~
<br />M Ln
<br />UJ
<br />I --a
<br />-Lq
<br />Q
<br />Q 00zU�
<br />W
<br />W
<br />J
<br />�
<br />11R.O
<br />V'
<br />N
<br />N
<br />O
<br />N
<br />r
<br />O
<br />O
<br />k
<br />O
<br />00
<br />CD
<br />
<br />CO
<br />c-
<br />O
<br />T-
<br />O
<br />N
<br />O
<br />O
<br />04
<br />04
<br />CD
<br />O.
<br />C)
<br />C)
<br />C)
<br />N
<br />O
<br />N
<br />O
<br />N
<br />C)
<br />�
<br />d
<br />N
<br />o
<br />O
<br />O
<br />r
<br />00
<br />CD�
<br />N
<br />M
<br />o
<br />N
<br />d
<br />O
<br />O
<br />O
<br />O
<br />O
<br />O
<br />O
<br />r
<br />O
<br />r
<br />N
<br />O
<br />O
<br />'
<br />L
<br />N
<br />�
<br />r
<br />r
<br />O
<br />N
<br />;O
<br />M
<br />0
<br />0
<br />ls7
<br />0
<br />(6
<br />0
<br />ti
<br />L
<br />M
<br />(�
<br />Z z
<br />—z2
<br />w
<br />wUH
<br />oWv)
<br />O
<br />-
<br />O
<br />Q
<br />0
<br />_o
<br />� o
<br />W F-
<br />�
<br />-0
<br />z
<br />Z
<br />~
<br />~ca0z
<br />13�
<br />v
<br />O j w
<br />Q
<br />Z
<br />T"I
<br />Z Z ILL
<br />N
<br />W i�
<br />OJ2z
<br />00
<br />U0-z�
<br />z T I
<br />Q ZO
<br />0.0
<br />Z
<br />J
<br />U
<br />U
<br />0
<br />m
<br />z
<br />Q
<br />z
<br />z
<br />J
<br />W
<br />�'
<br />o
<br />O
<br />LAST PLOT DATE
<br />Jul. 28, 22
<br />. .
<br />z
<br />O
<br />STRUCTURAL
<br />DETAILS
<br />
|