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TA13LE P602.3(1)
<br />FASTENING SCHEDULE
<br />ITEM
<br />DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION
<br />OF FASTENER" -
<br />ROOF
<br />4-84 BOX (2 1/2" x 0.113") OR
<br />1
<br />BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-861 COMMON (2 12" x 0.131"); OR TOE NAIL
<br />3-1061 BOX (3" x 0.126"); OR
<br />3-3" x 0.131" NAILS
<br />4-&d BOX (2 1/2" x 0.113") OR
<br />2
<br />CEILING JOISTS TO TOP PLATE
<br />3-8d COMMON (2 12" x 0.131"); OR
<br />PER JOIST, TOE NAIL
<br />3-1061 BOX (5" x 0.128"); OR
<br />5-3" x 0.131" NAILS
<br />CEILING J015T NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER
<br />4-10d E50X (3" x 0.126"); OR
<br />3
<br />PARTITIONS [SEE SECTIONS R802.3.1, R&02.3.2 AND TA15LE
<br />3-16,1 COMMON (3 1/2" x 0.162"); OR
<br />FACE NAIL
<br />Rb02.5.1 (9)]
<br />4-3" x 0.131" NAILS
<br />CEILING JOISTS ATTACHED TO PARALLEL RAFTER (HEEL JOINT)
<br />4
<br />[SEE SECTIONS P802,3.1 AND R802.5.2 AND TA13LE
<br />TABLE R&02.5,1(9)
<br />FACE NAIL
<br />P805.5.1(9)]
<br />5
<br />COLLAR TIE TO RAFTER, FACE NAIL OR 1 1/4" x 20 GA. RIDGE STRAP TO
<br />4-104 SOX (3" x 0.128"); OR
<br />RAFTER
<br />3-1661 COMMON (3 1/2" x 0.162"); OR
<br />FACE NAIL EACH RAFTER
<br />4-6" x 0.131" NAILS
<br />3-161 BOX NAILS (5 1/2" x 0.135"); OR
<br />2 TOE NAILS ON ONE 51DE AND 1 TOE NAIL
<br />3-10d COMMON NAILS (3" x 0.145"); OR
<br />ON OPPOSITE SIDE OF EACH RAFTER OR
<br />6
<br />RAFTER OR ROOF TRU55 TO PLATE
<br />4-10d BOX (5" x 0.125"); OR
<br />TRU55
<br />4-3" x 0.131" NAILS
<br />4-10d (5 1/2" x 0.135"); OR
<br />3-1061 COMMON NAILS (3" x 0.148"); OR
<br />TOE NAIL
<br />4-10BOX (3" x 0.125"); OR
<br />61
<br />ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS OR ROOF RAFTER
<br />4-3" x 0,131" NAILS
<br />7
<br />TO MINIMUM 2" RIDGE BEAM
<br />3-164 5OX 3 1/2" x 0.135"; OR
<br />END NAIL
<br />2-10d COMMON (3 1/2" x 0.162"); OR
<br />3-10d L30X (3" x 0.12&"); OR
<br />3-3" x 0.131" NAILS
<br />WALL
<br />164 COMMON (3 1/2" x 0.162")-
<br />24" o.c, FACE NAIL
<br />8
<br />STUD TO STUD (NOT AT BRACED WALL PANELS)
<br />10d SOX (3" x 0.128"); OR
<br />3" x 0,131" NAILS
<br />16" o.c. FACE NAIL
<br />16d SOX (3 1/2" x 0.136"); OR
<br />12" o.c. FACE NAIL
<br />9
<br />STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS
<br />3" x 0.131" NAILS
<br />(AT BRACED WALL PANELS)
<br />161 COMMON (3 1/2" x 0.162")
<br />lro" ox. FACE NAIL
<br />10
<br />BUILT-UP HEADER (2" TO 2" HEADER WITH 1/2" SPACER)
<br />161 COMMON (3 1/2" x 0.102")
<br />16" ox. EACH EDGE FACE NAIL
<br />16d BOX (3 1/2" x 0.135")
<br />12" o.c. EACH EDGE FACE NAIL
<br />5-&.1 BOX ( 2 1/2" x 0.113"); OR
<br />11
<br />CONTINUOUS HEADER TO STUD
<br />4-8,1 COMMON (2 1/2" x 0.131"); OR
<br />TOE NAIL
<br />4-1061 L30X (3" x 0.128")
<br />161 COMMON (5 1/2" x 0.1652")
<br />12
<br />16" o.c. FACE NAIL
<br />10d 5OX (3" x 0.128"); OR
<br />12" ox. FACE NAIL
<br />TOP PLATE TO TOP PLATE
<br />3" x 0.131" NAILS
<br />DOUBLE TOP PLATE SPLICE FOR 51)C'o A-D, WITH SEISMIC BRACED
<br />8-16d COMMON (3 1/2" x 0.102"); OR
<br />WALL LINE SPACING <25'
<br />12-16d L30X (3 1/2" x 0,155"); OR
<br />15
<br />12-10&1 BOX (5" x 0.128"); OR
<br />FACE NAIL ON EACH SIDE OF END JOINT
<br />12-5" x 0.151" NAILS
<br />(MINIMUM 24" LAP SPLICE LENGTH EACH
<br />DOUBLE TOP PLATE SPLICE FOR 5DC'o D, D, D,; AND BRACED
<br />SIDE OF END JOINT)
<br />WALL LINE SPACING > 25'
<br />1 12-16d (3 1/2" x 0.155")
<br />14
<br />BOTTOM PLATE TO JOIST, RIM JOIST, SAND J015T OR
<br />1661 COMMON (3 1/2" x 0.1052")
<br />16" o.c. FACE NAIL
<br />16d SOX (3 1/2" x 0.135"); OR
<br />12" o.c. FACE NAIL
<br />15LOCKING (NOT AT 5RACED WALL PANELS)
<br />5" x 0.131" NAILS
<br />3-164 BOX (3 1/2" x 0.135"); OR
<br />3 EACH lro" ox. FACE NAIL
<br />15
<br />BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR
<br />2-1661 COMMON (3 1/2" x 0.162"); OR
<br />2 EACH 16" o.c. FACE NAIL
<br />BLOCKING (AT BRACED WALL PANEL)
<br />4-3" x 0.131" NAILS
<br />4 EACH 16" o.c. FACE NAIL
<br />4-84 L30X (2 1/2" x 0.135"); OR
<br />3-16d E50X (3 1/2"x 0.135"); OR
<br />4-&61 COMMON (2 1/2" x 0.131"); OR
<br />TOE NAIL
<br />4-10d L30X (3" x 0.128"); OR
<br />1
<br />4-5" x 0.131" NAILS
<br />3-16d L30X (3 1/2" x 0,135"); OR
<br />TOP OR 50TTOM PLATE TO STUD
<br />2-166i COMMON (5 1/2" x 0.102"); OR
<br />END NAIL
<br />3-10d SOX (3" x 0.12&"); OR
<br />3-3" x 0.131" NAILS
<br />3 -10 1) SOX (3" x 0,128"); OR
<br />E17
<br />TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS
<br />2-16d COMMON (3 1/2" x 0.1052"); OR
<br />FACE NAIL
<br />3-3" x 0.151" NAILS
<br />3-861 BOX (2 1/2" x 0.113"); OR
<br />18
<br />1" BRACE TO EACH STUD AND PLATE
<br />2-81 COMMON (2 1/2" x 0.131"); OR
<br />FACE NAIL
<br />2-101 L30X (3" x 0.128"); OR
<br />2 STAPLES 1 3/4"
<br />3-8d L30X (2 1/2" x 0.113"); OR
<br />19
<br />1" x 6" SHEATHING TO EACH SEARING
<br />2-861 COMMON (2 1/2" x 0.131"); OR
<br />2-10d SOX (3" x 0.128"); OR
<br />FACE NAIL
<br />2 STAPLES, 1" GROWN, 16 GA., 1 3/4" LONG
<br />3-8d L30X (2 1/2" x 0.115"); OR
<br />3-5,1 COMMON (2 1/2" x 0.131"); OR
<br />3-10d L30X (3" x 0.125"); OR
<br />3 STAPLES, 1" CROWN, 10 GA- 1 3/4" LONG
<br />FACE NAIL
<br />WIDER THAN 1" x V
<br />20
<br />1" x 6" AND WIDER SHEATHING TO EACH BEARING
<br />4-8d SOX (2 1/2" x 0.113"); OR
<br />3-5d COMMON (2 1/2" x 0.161"); Of,
<br />3-10d 15OX (3" x 0.12LY');GOF,
<br />CROWN
<br />4 6TAPLE5, 1" , 10 A., 1 3/4" LONG -
<br />FLOOR
<br />4-861 BOX (2 1/2" x 0.113"); OR
<br />21
<br />J015T TO SILL TOP PLATE OF GIRDER
<br />3-8d COMMON (2 1/2" x 0.131"); OR
<br />TOE NAIL
<br />3-10,1 5OX (3" x 0.128"); OR
<br />3-3" x 0.131" NAILS
<br />81 BOX (2 1/2" x 0.113")
<br />4" o.c. TOE NAIL
<br />22
<br />RIM JOIST, BAND J015T OR BLOCKING TO SILL OF TOP
<br />8d COMMON (2 1/2" x 0.131; OR
<br />PLATE (ROOF APPLICATIONS ALSO)
<br />10d L30X (3" x 0.125"); OR
<br />6" o.c. TOE NAIL
<br />3" x 0.1,51" NAILS
<br />3-8,l SOX (2 1/2" x 0,113"); OR
<br />2-81 COMMON (2 1/2" x 0.131"); OR
<br />FACE NAIL
<br />23
<br />1" x 6" 5U5FLOOR OR LE55 TO EACH J015T
<br />3-10d L30X (3" x 0.128"); OR
<br />2 STAPLES, 1" GROWN. lro GA., 1 3/4" LONG
<br />24
<br />2" 5U13FLOOR TO J015T OR GIRDER
<br />3-1061 BOX (3 1/2" x 0.135"); OR
<br />15LIND AND FACE NAIL
<br />2-16&1 COMMON (3 1/2" x 0.162")
<br />25
<br />2" PLANKS (PLANK & SEAM - FLOOR & ROOF
<br />3-16d L30X (5 1/2" x 0.135"); OR
<br />AT EACH SEARING, FACE NAIL
<br />2-10d COMMON (3 1/2" x 0,162")
<br />5-1661 COMMON (3 1/2" x 0,162"); OR
<br />26
<br />BAND OR RIM JOIST TO JOIST
<br />4-1061 L30X (5" x 0.128"); OR
<br />END NAIL
<br />4-3" x 0.131" NAILS; OR
<br />4-3" x 14 GA. STAPLES, 7116" CROWN
<br />20d COMMON 4" x 0.192"); OR
<br />NAIL EACH LAYER AS FOLLOWS: 52" ox.
<br />AT TOP AND 50TTOM AND STAGGERED,
<br />10i SOX (3" x 0.128"); OR
<br />24" ox- FACE NAIL AT TOP AND 50TTOM
<br />3" x 0.131" NAILS
<br />STAGGERED ON OPPOSITE SIDES
<br />27
<br />BUILT-UP GIRDERS AND 5EAM5, 2-INCH LUMBER
<br />AND:
<br />LAYERS
<br />2-2061 COMMON (4" x 0.192"); OR
<br />3-10d SOX (3" x 0.128"); OR
<br />FACE NAIL AT EN05 AND AT EACH SPLICE
<br />3-3" x 0.131" NAILS
<br />4-16d SOX (3 1/2" x 0.135"); OR
<br />28
<br />LEDGER STRIP SUPPORTING JOISTS OR RAFTERS
<br />5-1661 COMMON (3 1/2" x 0.162"); OR
<br />4-1061 SOX (3" x 0.128"); OR
<br />AT EACH J015T OR RAFTER, FACE NAIL
<br />4-3" x 0,131" NAILS
<br />29
<br />BRIDGING TO JOIST
<br />2-10d ( 3" x 0.128")
<br />EACH END, TOE NAIL
<br />SPACING OF FA6TNER5
<br />IT
<br />EDGES
<br />INTERMEDIATE
<br />5 U FFO RT5
<br />ITEM
<br />NUMBER AND TYPE
<br />DESCRIPTION OF BUILDING ELEMENTS OF FASTENER
<br />(INCHES)
<br />(INCHES)
<br />WOOD STRUCTURAL PANELS, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING
<br />(SEE TA13LE R002.3(5) FOR WOOD STRUCTURAL PANEL EX7-EK109WALL SHEATHING TO WALL FRAMING)
<br />60
<br />3/8" - 1/2"
<br />Od COMMON (2" x0.115") NAIL (OUDFLOOR, WALL)
<br />0
<br />12'
<br />ad COMMON (2 1/2" x 0.131"); OR ROPO-Ol (2 318"xD.113") NAIL (ROOF)
<br />51
<br />19/62" - 1"
<br />ad COMMON NAIL (2 1/2" x 0.151"); OR F,5RS-ol (2 515"X0,115")
<br />6
<br />12
<br />NAIL (ROOF) 1
<br />52
<br />1 1/8" - 1 1/41,
<br />10d COMMON (3" x 0.148") NAIL; OR
<br />6
<br />12
<br />5d (2 1/2" x 0.131") DEFORMED NAIL
<br />OTHER WALL SHEATHING
<br />33
<br />1/2" STRUCTURAL GELLUL051C FIBERBOARD
<br />1 1/2" GALVANIZED ROOFING NAIL, 7116" HEAL)
<br />3
<br />6
<br />SHEATHING
<br />DIAMETER, OR CROWN STAPLE 16 GA., 1 1/4" LONG
<br />34
<br />25/32" STRUCTURAL CELLUL051C
<br />1 3/4" GALVANIZED ROOFING NAIL, 7116" HEAD
<br />3
<br />17115EKDOARD SHEATHING
<br />DIAMETER, 09 GROWN STAPLE 16 GA., 1 1/4" LONG
<br />6
<br />35
<br />1/2" GYPSUM SHEATHING d
<br />1 1/2" GALVANIZED ROOFING NAIL; STAPLE GALVANIZED
<br />7
<br />7
<br />1 1/2" LONG; 1 1/4" SCREWS, TYPE W OR 5
<br />301
<br />GYPSUM SHEATHING"
<br />5/5. Gm
<br />1 3/4" GALVANIZED ROOFING NAIL; STAPLE GALVANIZED,
<br />7
<br />7
<br />1 5/8" LONG; 1 518" SCREWS, TYPE W OR 5
<br />WOOL) STRUCTURAL PANELS, COMBINATION 5U13FLOOF UNDERLAYMENT TO FRAMING
<br />061 DEFORMED (2' x 0.120") NAIL; OR
<br />57
<br />3/4" AND LE55
<br />Od COMMON (2 1/2" x 0.131") NAIL
<br />6
<br />12
<br />84 COMMON (2 1/2" x 0.131") NAIL; OR
<br />58
<br />7/8" - 1"
<br />bd DEFORMED (2 1/2" x 0.120") NAIL
<br />ro
<br />12
<br />10d. COMMON (3" x 0.148") NAIL; OR
<br />39
<br />1 1/5" - 1 1/4"
<br />8,1 DEFORMED (2 1/2" x 0,120") NAIL
<br />ro
<br />12
<br />a, NAILS ARE SMOOTH -COMMON, E50X OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING CONNECTIONS SHALL HAVE MINIMUM
<br />AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 80 K51 FOR SHANK DIAMETER OF 0,192 INCH (20d COMMON NAIL), 90 K61 FOR SHANK DIAMETES LARGER THAN 0.142 INCH 13UT
<br />NOT LARGER THAN 0.177 INCH, AND 100 K51 FOR SHANK DIAMETERS OF 0.142 INCH OR LESS.
<br />b. STAPLES ARE 16 CAGE WIPE AND HAVE A MINIMUM 7/16" - INCH ON DIAMETER CROWN WIDTH,
<br />e. NAILS SHALL PE SPACED AT NOT MORE THAN 0" ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER.
<br />d. FOUR . FOOT 13Y 8 - FOOT OR 4 - FOOT 15Y 9 - FOOT PANELS SHALL BE APPLIED VERTICALLY.
<br />e. SPACING OF FASTENERS NOT INCLUDED IN TH15 TA13LE SHALL DE BASED ON TA15LE ?002.3(2).
<br />f. FOR WOOD STRUCTURAL PANEL ROOF SHEATHING ATTACHED TO GABLE END ROOF FRAMING AND TO INTERMEDIATE SUPPORTS WITHIN 48 INCHES OF ROOF EDGES AND RIDGES, NAILS SHALL 13E 5FACEP AT 6 INCHES ON CENTER
<br />WHERE THE ULITMATE DESIGN WIND SPEED 15 LE55 THAN 150 MPH AND SHALL DE SPACED 4 INCHES ON CENTER WHERE THE ULTIMATE DESIGN WIND SPEED 15 130 MPH OR GREATER PUT LESS THAN 140 MPH.
<br />g. GYPSUM SHEATHING SHALL CONFORM TO ASTM G 1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. F115ERE50ARD SHEATHING SHALL CONFORM TO A5TM C 208,
<br />h. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING AND AT FLOOR PEKIMITEF5 ONLY.
<br />SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED 5LOCKING. BLOCKING OF ROOF OR FLOOR
<br />SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT 5E PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS CODE. FLOOR rEFIMITEF SHALL DE
<br />SUPPORTED BY FRAMING MEM5EF5 OR SOLID FLOCKING.
<br />I. WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE, PROVIDE TWO TOE NAILS ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM
<br />THE CEILING J015T5 TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE. THE TOE NAIL ON THE OPPOSITE SIDE OF THE RAFTER SHALL NOT 5E REQUIRED.
<br />J. ROKO-01 15 A ROOF SHEATHING PING SHANK NAIL MEETING THE SPECIFICATIONS IN A5TM F1667.
<br />SITE -BUILT 0HEAR WALLO SHEAR WALL/ J0I5T/5LKG/ PANEL 5E15 WIND
<br />WALL STAG. BOTTOM PLATE RAFTER TO WOOD BOTTOM CONCRETE EDGE SILL SHEAR SHEAR
<br />DAME SHEATHING/NAILING SIDES NAIL CONNECTION TOP PLATES CONNECTION 50TTOM CONNECTION FRAMING PLATE (plf) (plf)
<br />A
<br />5/&" 055
<br />1
<br />NO
<br />0 D5 1/4x6" 0 15`oG
<br />LTP4 0 30"oc
<br />LTP5 0 2&"
<br />5/8" DIA x12" A.B. 0 45"oo
<br />2x STUDS i 2x
<br />200
<br />366
<br />E5
<br />3/8" 055 8cl@4"112"
<br />1
<br />YES
<br />51)5 114x6" 0 11"oo
<br />LTP4 9 20"oo
<br />LTP5 0 18"
<br />5/5" DIA x12" A.B. 0 3 to- " o G
<br />5x STUDS 5x
<br />350
<br />550
<br />C
<br />3/8" 05[5 56193"112"
<br />1
<br />YES
<br />S 06 114x6" o b"ocLTP4
<br />0 16"00
<br />LTP5 -0- 14"
<br />-5-18 " DIA x12'
<br />3 x
<br />490
<br />6&5
<br />D
<br />3/611 065 8,102"/12"
<br />1
<br />YES
<br />5DS 1/4-x6" 0 ro`op
<br />LTP4 0 12"oG
<br />LTP5
<br />/A" DIA x12" A. 13, &D 22--oc
<br />3 x 5TUD5 6x
<br />640
<br />595
<br />E
<br />3/&" 5TRUCT I &d@2"/12"
<br />1
<br />YES
<br />505 1/4x6" 0 5"oG
<br />LTP4 0 10"oo
<br />LTP5 0 10"1
<br />518" DIA x12" A, 13. 0 20"oc
<br />3 x STUDS 3x
<br />730
<br />10201
<br />F
<br />3/&" 055 8d04"/12"
<br />2
<br />YES
<br />5 D 5 1/4)6" , 5"- -
<br />LTP4 (a 10"oc
<br />LTP5 @ 8"
<br />1 5/8' DIA x12" A.B. 0 19"oo
<br />5 x 5 T U 1) 5 2 y
<br />760
<br />1060
<br />G
<br />3/&" 05[5 5d§5"/12"
<br />2
<br />YES
<br />5DO 1/4x6` 0 4"oc
<br />LTP4 9 b"oo
<br />LTP5 0 6"
<br />1 5/8" DIA x12" A.B. 0 15"or,
<br />3 x 5 T U D5_L 2-2x
<br />98(
<br />1370
<br />05D5614
<br />2
<br />YES
<br />SDS 1/4x6" 0 3"oG
<br />LTP4 0 6"oG
<br />L I F5 0 5.5'1
<br />5/81' DIA x12" A. 15. 0 11"oc
<br />4x DF #2 2-2x
<br />1260
<br />1790
<br />3/811 5TRUCT 1 &dOD 2"/12"
<br />2
<br />YES
<br />5PS 1/4x0" 0 2"or,
<br />LTP4 0 4"oG
<br />5/5" DIA x12" A.15. 0 10"oo
<br />4x DF #1 2-2x
<br />1460
<br />2040
<br />nK
<br />(53/b"
<br />1/2 GYP 1 1/4"0 -112"
<br />1
<br />NO
<br />SP5 114xro" 0 lro"oo
<br />LTP4 0 30"oc
<br />I LTF15 0 25"1
<br />1/2" DIA xlO" A,f5. 0 45"or,
<br />2x STUDS 2X
<br />269
<br />269
<br />1 / 2 GYP 1 1/4"94"/12"
<br />1
<br />NO
<br />5D5 114x6" a b"cc
<br />LTP4 0 10 " o c
<br />I LTP5 0
<br />0 3 Hoc
<br />2x STUDS 2X
<br />479
<br />479-
<br />C I 11 Y, -�, t
<br />OF E'VERETT
<br />REENIEWED FOR PERMIT
<br />LIj
<br />cc
<br />ui
<br />Cc
<br />LU
<br />cp
<br />.2
<br />4)
<br />T
<br />0
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<br />U)
<br />THESE DRAWINGS, SPECIFICATIONS AND OTHER
<br />DOCUMENTS AND ELECTRONIC DATA FURNISHER
<br />SPECIFICALLY FOR THIS PROJECT BY THE ARCHITECT
<br />ARE INSTRUMENTS OF SERVICE THE ARCHITECT
<br />RETAIN' ALL COMMON LAW, STATUTORY AND
<br />OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT
<br />11 THEM THESE DRAWINGS SPECIFICATIONS
<br />AND OTHER DOCUMENTS AND ELECTRONIC DATA
<br />8HAIJ- NOT BE USED BY THEIR PURCHASERS (OR
<br />OTHERS ON OTHER PROJECTS. FOR ADDITIONS TO
<br />THIS PROJECT, OR FOR COMPLETION OF THIS
<br />PHOJECT BY OTHERS, EXCEPT BY AGREEMENT
<br />IN WRRRNG AND WITH APPROPRIATE
<br />COMPENSATION TO THE ARCHITECT.
<br />6417 REGISTERED
<br />APCHITECT
<br />DEAN C. DARIOTIS
<br />STATE OF WASHINGTON
<br />on -
<br />Page #
<br />
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