5921 COLBY AVE Plans 2025-12-10 - Laserfiche WebLink

•WOOD TREATMENT •CARPENTRY NOTES: •PNEUMATIC NAILING NOTES: •HAND DRIVEN NAILING NOTES: 1. TREATED WOOD MATERIAL SHALL COMPLY WITH AWPA STANDARD U1-16 WITH CATEGORY USE AS 1. ALL STRUCTURAL WOOD SHALL CONFORM WITH THE LATEST EDITION OF THE FOLLOWING 1. ALL POWER(PNEUMATIC)DRIVEN NAILS FOR STRUCTURAL WORK SHALL BE 1. ALL HAND DRIVEN NAILS FOR STRUCTURAL WORK SHALL BE SMOOTH-COMMON NAILS FOLLOWS: SPECIFICATIONS: SMOOTH-NAILS(UNLESS SPECIFICALLY NOTED OTHERWISE)PER ASTM 1667. (UNLESS SPECIFICALLY NOTED OTHERWISE)PER ASTM 1667. A. HEMLOCK FIR...................................W WPA GRADING RULES-05.STRESS VALUES SHOWN IN NOTE#2 2. ALL POWER DRIVEN NAILS FOR STRUCTURAL WORK SHALL CONFORM WITH ICC 2. NAILS INSTALLED IN PRESERVATIVE LUMBER SHALL BE HOT-DIP GALVANIZED NAILS O 1.1 FRAMED WALL MUD PLATES-UC2 BASE MEMBER VALUES. ESR-1539. CONFORMING WITH ASTM A 153. 1.2 DECK FRAMING-UC3B B. STOCK GLULAM BEAMS..................PRG-305 PERFORMANCE STANDARD FOR APA EWS STOCK GLULAM 3. NAILS INSTALLED IN PRESERVATIVE LUMBER SHALL BE HOT-DIP GALVANIZED 3. NAILS EXPOSED TO WEATHER SHALL BE CORROSION RESISTANT. BEAM NAILS CONFORMING WITH ASTM A 153. 4. NAILS SHALL BE SPACED AT NOT LESS THAN 11 DIAMETERS ON CENTER.EDGE AND END o 2. FOR FASTENERS IN TREATED LUMBER WITH ACQ/CA/CCA,USE HOT-DIPPED GALVANIZED PER ASTM C. NON-STOCK GLULAM BEAMS.........ANSI/AITC STANDARD A190.1 FOR STRUCTURAL GLUED LAMINATED 4. NAILS EXPOSED TO WEATHER SHALL BE CORROSION RESISTANT. DISTANCES SHALL NOT BE LESS THAN 6 DIAMETERS.NAIL HOLES SHALL BE SUB- rn d A153 OR STAINLESS STEEL,TYPE 304 OR 316. TIMBER 5. NAILS SHALL BE SPACED AT NOT LESS THAN 11 DIAMETERS ON CENTER.EDGE DRILLED WHERE NECESSARY TO PREVENT SPLITTING OF WOOD. w 3. FOR CONNECTORS IN TREATED LUMBER WITH ACQ/CA/CCA,USE HOT-DIPPED GALVANIZED PER ASTM D. STRUCTURAL PLYWOOD................ALL PANELS TO BE PLYWOOD OF MINIMUM 5 PLY CONSTRUCTION. AND END DISTANCES SHALL NOT BE LESS THAN 6 DIAMETERS.NAIL HOLES 5. NAILING NOT NOTED BELOW OR INDICATED ON THE PLANS SHALL BE A MINIMUM OF w uJ A653,CLASS G185 OR STAINLESS STEEL,TYPE 304 OR 316. EACH PANEL SHALL BEAR THE QUALITY TRADEMARK STAMP OF THE"APA-THE ENGINEERED WOOD SHALL BE SUB-DRILLED WHERE NECESSARY TO PREVENT SPLITTING OF WOOD. TWO 10D NAILS AT EACH CONTACT FOR 2X MEMBERS AND A MINIMUM OF TWO 8d NAILS � z m Z E 4. FOR ACZA-TREATED WOOD,USE STAINLESS STEEL FASTENERS AND CONNECTORS LISTED ABOVE. ASSOCIATION". 6. ALL NAILS FOR PLYWOOD SHEATHING SHALL MEET 8d COMMON NAIL SIZING AT EACH CONTACT FOR 1X MEMBERS. W w o 0 3 5. COORDINATE FINISH COATINGS WITH MANUFACTURER'S LATEST LITERATURE,E.G.SIMPSON E. ORIENTED STRAND BOARD...........ALL PANELS TO BE ORIENTED STRAND BOARD.EACH PANEL SHALL (2 1/2'XO.131"0). 6. MINIMUM NAILING SHALL BE PER THE TABLE BELOW.CONNECTIONS NOT NOTED BELOW a a STRONG-TIE ZMAX(GALVANIZED G185 PER ASTM A653). BEAR THE QUALITY TRADEMARK STAMP OF THE"APA-THE ENGINEERED WOOD ASSOCIATION 7. NAILING NOT NOTED BELOW OR INDICATED ON THE PLANS SHALL BE A MINIMUM SHALL BE PER IRC TABLE R602.3(1):Q m Q N 5 OF TWO i6d NAILS AT EACH CONTACT FOR 2X MEMBERS AND A MINIMUM OF Y i 3 6 rn 1 2. ALL LUMBER SHALL BE HEMLOCK FIR WITH A MOISTURE CONTENT OF 19%OR LESS AT THE TIME TWO 8d NAILS AT EACH CONTACT FOR 1X MEMBERS. Z'c - ^' OF INSTALLATION.MINIMUM GRADE SHALL BE: 8. MINIMUM NAILING SHALL BE PER THE TABLE BELOW.CONNECTIONS NOT NOTED . ((99 o m'J a • 4X-HEMLOCK FIR#2,Fb=850 PSI BELOW SHALL BE PER ICC ESR-1539 TABLE 11' NUMBER/SPACING @ �1 0 in R FOUNDATION NOTES: 2X-HEMLOCK FIR#2,Fb=850 PSI ITEM DESCRIPTION OF BUILDING ELEMENT TYPE OF FASTENER • LAMINATED VENEER LUMBER(LVL)-2.OE ILEVEL TRUSJOIST MACMILLAN MICROLLAM NUMBER/SPACING @TYPE ROOF 1. FOUNDATIONS ARE DESIGNED BASED ON: PREFABRICATED WOOD I-JOISTS-WEYERHEUSER TRUSS JOIST TJI JOISTS ITEM DESCRIPTION OF BUILDING ELEMENT 2021 INTERNATIONAL BUILDING CODE TABLE 1806.2 STOCK GLULAM BEAMS-1.9E ROSOBORO X-BEAM.UNBALANCED AT SINGLE SPAN AND BALANCED OF FASTENER 1 BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, (3)8d(2 1/2"4.131"),OR ALL SITE PREPARATION SHALL BE IN ACCORDANCE WITH SOILS REPORT UNLESS NOTED AT CONTINUOUS OR CANTILEVERED SPANS. ROOF TOE NAIL 3 3"x0.131" OTHERWISE IN CONTRACT DOCUMENTS. NON-STOCK GLULAM BEAMS-SIMPLE SPAN 24F-V4.CONTINUOUS SPAN 24F-V8.CAMBER MINIMUM (3)16d(3"x0.131") 2 CEILING JOISTS TO PLATE,TOE NAIL (3)8d(2 1/2"x0.131"),OR 3500-FT RADIUS,LON. 1 BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE,TN (3)Sd(2 1/2"z0.131") (3)3"x0.131" 2. THE FOUNDATION SOIL IS CLASSIFIED AS TABLE 1806.2,#5 WITH AN ESTIMATED ALLOWABLE STRUCTURAL PLYWOOD-APA C-D EXTERIOR GLUE. 3 CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER,LAPS (3)16d(3 1/2"x0.162"),OR ODRE W, BEARING PRESSURE OF 1500 PSF,FOR DEAD AND LIVE LOADS. (3)i6d(3"x0.131") 2 CEILING JOISTS TO PLATE,TOE NAIL OVER PARTITIONS,FACE NAIL 4 3"x0.131" F IVns/ 3. BEARING AND SHEAR WALLS SHALL HAVE DOUBLE TOP PLATES,LAPPED AT WALL AND PARTITION (3)8d(2 1/2"x0.131") /xb, 3. FOOTINGS SHALL BEAR ON FIRM,DRY,UNDISTURBED SOIL AS CLASSIFIED IN NOTE#2 ABOVE. INTERSECTIONS WITH 3-16d NAILS.SPLICE UPPER AND LOWER PLATES AS IN DETAIL ON THIS SHEET. 5 COLLAR TIE TO RAFTER,FACE NAIL OR 1 1/4"x20GA RIDGE (3)10d(3`x0.148"),OR G r ?• DEPTHS INDICATED ON THE PLANS SHALL BE THE MINIMUM DEPTH OF FOOTING.THE TOP OR BOTTOM PLATES WHEN BORED FOR PIPES AND CONDUITS SHALL BE SPLICED WITH SIMPSON ST 3 CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER,LAPS (4)16d(TNO.131") STRAP,FACE NAIL 4 3"x0.131" % („ CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN CONDITIONS ON THE JOB SITE DIFFER FROM 6236 STRAPS ON ONE SIDE WHEN NOTCH IS 1/3 THE WIDTH OF THE PLATES.WHEN THE HOLE IS 2/3 OF OVER PARTITIONS,FACE NAIL 6 RAFTER OR ROOF TRUSS TO PLATE,TOE NAIL (3)10d(21/2"x0.148"),OR THOSE INDICATED IN THE CONTRACT DOCUMENTS. THE WIDTH OF THE PLATES USE SIMPSON ST 6236 STRAPS ON EACH SIDE OF THE PLATES.BORED COLLAR TIE TO RAFTER,FACE NAIL OR 1 1/4"x20 GAGE RIDGE (4)16d(3"x0.131") 4 3"x0.131" HOLES SHALL BE CENTERED ALONG THE WIDTH OF PLATES.NOTCHING PLATES MORE THAN I OF THE 4 STRAP (5)8d(2 1/2"XO.131") P 30696 4. ALL FOOTINGS NOT FORMED SHALL BE POURED INTO NEAT EXCAVATIONS AND THE FOOTING WIDTH WIDTH IS NOT ALLOWED.NOTCHES IN PLATES SHALL SHALL NOT BE LONGER THAN THE PLATE WIDTH (3)i(d(3 12"x0.148") GR, SHALL BE INCREASED BY 2INCHES.PRECAUTIONS SHALL BE TAKEN TO PREVENT SLOUGHING OF AND SHALL HAVE A CLEAR DISTANCE BETWEEN ANY ADJACENT HOLE OR NOTCH OF AT LEAST TWICE 5 RAFTER OR ROOF TRUSS TO PLATE,TOE NAIL (4)16d(3"z0.131") 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR ROOF (4)3'k0.131" �;rs/ONALEI"G` SOIL INTO THE FOOTING EXCAVATION PRIOR TO AND DURING THE PLACING OF CONCRETE. THE PLATE WIDTH.SILL PLATES SHALL BE PLACED IN A BED OF GROUT WHEN REQUIRED FOR FULL (5)8d(2 1/2"x0.131") RAFTER TO MINIMUM 2"RIDGE BEAM(TOE NAIL/FACE NAIL) (2)16d(3 1/2"x0.162") BEARING ON THE FOUNDATION. (5)i6d(3"z0.131") 3 3"x0.131" S�IS�ZQ 6 ROOF RAFTER TO RIDGE,VALLEY OR HIP RAFTERS:TOE NAIL (5)8d(21/2"z0.131") WALL CONCRETE NOTES: 4. FOR EXTERIOR AND BEARING STUDS,NOTCHING NOT TO EXCEED 25%OF WIDTH AND BORED HOLES 7 ROOF RAFTER TO RIDGE,VALLEY OR HIP RAFTERS:END NAIL (4)16d(3'x0.131") 8 STUD TO STUD(NOT AT BRACED WALL PANELS),FACE NAIL 16d(31/2"x0.162")@ 24"OC NOTTO EXCEED 40%OF WIDTH.FOR NON-BEARING STUDS,NOTCHING NOTTO EXCEED 40%AND WALL 3"x0.131" i6"OC 1. CONCRETE SHALL BE F'c=2500 PSI AT 28 DAYS WITH 5 SACKS OF CEMENT PER CUBIC YARD AND 4" BORING NOT TO EXCEED 60%.IF EXCEEDED,PROVIDE SIMPSON HSS STUD SHOE. 9 STUD TO STUD AND ABUTTING STUDS AT INTERSECTION 16d(31/2"x0.162")@ 16"OC i6d(3"x0.131")@ i6"OC SLUMP. 8 BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE,TN WALLCORNERS AT BRACED WALL PANELS,FACE NAIL 3"x0.131" 12"OC 2. REINFORCING STEEL SHALL CONFORM W/ASTM A-615,GRADE 60. 5. PROVIDE SOLID BLOCKING BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS,AND AT SUPPORTS Sd(2 12"x0.131")@ 8'OC 16d 31/2"x0"a 1 @ 16"OC 3. HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE ENTIRE SURFACE REMOVED TO EXPOSE CLEAN PARALLEL TO THE FRAMING PROVIDE BLOCKING OVER SUPPORT AT THE SAME SPACING AS THE 16d(3"x0.131")@ 8'OC 10 BUILT-UP HEADER(2"TO 2"HEADER W/1/2"SPACER),FACE NAIL 16d(31/2"x0.135")@ 16"OC AGGREGATE SOLIDLY EMBEDDED.LOCATION AND TYPE OF JOINTS IN CONCRETE SHALL BE ONLY FRAMING.PROVIDE CROSS BRIDGING OR FULL DEPTH BLOCKING FOR ALL ROOF RAFTERS OR FLOOR 9 ABUTTING STUDS AT INTERSECTING WALL CORNERS,FACE NAIL 8d(2 1/2'SXO.131")@ 8-OC WHERE INDICATED IN THE CONTRACT DOCUMENTS. JOISTS THAT ARE 8 1/4 OR MORE INCHES DEEP,AT 8 FEET ON CENTER MAXIMUM AND AT NOT MORE 11 CONTINUOUS HEADER TO STUD,TOE NAIL (4)8d(21/2"z0.131"),OR 4. DIMENSIONS SHOWN FOR LOCATIONS OF REINFORCING STEEL ARE TO FACE OF REINFORCING THAN 10 FEET FROM SUPPORTS.CROSS BRIDGING SHALL CONSIST OF 2X3 WITH 2-8d TOE NAILS AT 10 BUILT-UP HEADER,TWO PIECES WITH 1/2"SPACER 16d(3"x0.131")@ 8"OC (4)10d(3"x0.128") UNLESS NOTED OTHERWISE AND DENOTE CLEAR COVERAGE.TYPICAL MINIMUM COVERAGES ARE: EACH END OR METAL BRIDGING INSTALLED WITH 2-8d NAILS AT EACH END. (4)16d(3"x0.131") 12 TOP PLATE TO TOP PLATE,FACE NAIL 16d(3 1/2"x0.162")@ 16"OC 11 CONTINUOUS HEADER TO STUD,TOE NAIL (4)8d(2 1/2"z0.131") 3"x0.131"@ 12"OC 6. JOISTS UNDER AND PARALLEL TO PARTITIONS SHALL BE DOUBLED AND STITCH NAILED TOGETHER. i6d(3"z0.131")@ 12"OC 13 ( ) ( ) A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH....................3" DOUBLE TOP PLATE SPLICE,MINIMUM 48-INCH OFFSET OF END i6 i6d 3 1/2"x0.135" '^ B. FORMED AND EXPOSED TO EARTH OR WEATHER: 7. PROVIDE BLOCKING IN ALL WALLS AT THE MID HEIGHT OF STUDS OR SO SPACED THAT THE UNBRACED 12 DOUBLE TOP PLATES,FACE NAIL 8d(2 1/2NO.131")@ 8"OC JOINTS,FACE NAIL IN LAPPED AREA (16)3"x0.131") v) #6 AND LARGER.............................................................................................2" LENGTH OF STUDS DOES NOT EXCEED 10 FEET.PROVIDE BLOCKING IN WALLS AT CEILING LINES. 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST OR BLOCKING 16d(3 1/2"x0.162")@ 16"OC 1 1 #5 AND SMALLER...........................................................................................1 1/2" 13 DOUBLE TOP PLATES,MINIMUM 48-INCH OFFSET OF END JOINTS, (16)16d(3"z0.131") (NOT AT BRACED WALL PANELS),FACE NAIL 3"z0.131"@ 12 OC LLI C. NOT EXPOSED TO WEATHER NOR IN CONTACT WITH EARTH: FACE NAIL IN LAPPED AREA SLABS,WALLS AND JOISTS...................................................................314" 8. PROVIDE SOLID BLOCKING BETWEEN ANY POSTS AT FLOOR FRAMING IN MULTI-STORY CONSTRUCTION. 14 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS,FACE NAIL (3)16d(3"x0.131") 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST OR BLOCKING (2)16d(3 1/2"x0.@ 1 @ 16"OC BEAMS,GIRDERS AND COLUMNS (AT BRACED WALL PANELS),FACE NAIL (4)3"x0.131"@ i6"OC O (MAIN BARS,TIES AND SPIRALS)..........................................................1 1/2" 9. ALL WOOD FRAMING MEMBERS SHALL EITHER BEAR ON PLATES,BEAMS,POSTS OR BE SUPPORTED IN A 15 SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL 16d(3"z0.131")@ 12"OC (4)8d(2 1/2"x0.131") METAL CONNECTOR. 8d(2 12'k0.131")@ 8"OC 16 4 3.ko'x 1" J 5. SPLICES IN CONTINUOUS REINFORCEMENT SHALL HAVE A MINIMUM LAP OF 48 BAR DIAMETERS,TYP 10.ALL LIGHT GAGE METAL CONNECTORS FOR WOOD CONSTRUCTION SHALL BE SIMPSON"STRONG-TIE" 16 SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS (4)16d(3`x0.131")@ 16"OC TOP OR BOTTOM PLATE TO STUD(TOE NAIL/END NAIL) (2)16d(3 1/2"x0.162") Z FOR UP TO#6,FOR REINFORCING LARGER THAN#6,MINIMUM LAP 60 BAR DIAMETERS.SPLICES IN PRODUCTS AS SPECIFIED IN THEIR LATEST CATALOG OR AN APPROVED EQUAL.INSTALL ALL (4)8d(2 1/2"x0.131")@ 16"OC (3)3"z0.131" ADJACENT BARS SHALL BE AT LEAST 5'-0"APART.BARS MAYBE WIRED TOGETHER AT SPLICES OR LAPS. CONNECTORS PER MANUFACTURERS REQUIREMENTS,UON. 4 i6d 6. CONTRACTOR TO COORDINATE SIZE AND LOCATION OF PIPE,VENT,DUCT AND OTHER SIMILAR () (3"x0.131") (2)16d(3 1/2"x0.162") LLJ M 17 TOP OR SOLE PLATE TO STUD,END NAIL 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS,FACE NAIL OPENINGS. (4)8d(21/2"x0.131") 3 3"x0.131" 7. REINFORCING STEEL NOT SPECIFICALLY DETAILED SHALL BE PER ACI-315R-04 DETAILING MANUAL. 11.HOLES FOR BOLTS IN WOOD SHALL BE BORED WITH A BIT OF THE SAME NOMINAL DIAMETER AS THE FLOOR BOLT PLUS 1/16TH OF AN INCH.HOLES FOR LAG SCREWS SHALL BE BORED AT NO MORE THAN 75%OF 18 STUD TO SOLE PLATE,TOE NAIL (4)i6d(3"x0.131") Q - 8. WELDED WIRE FABRIC SHALL CONFORM W/ASTM A-185 AND SIZED TO 4X4-W2.9XW2.9.PROVIDE IN FLAT THE DIAMETER OF THE ROOT OF THE THREADS. (4)Sd(2 1/2"x0.131") 21 JOIST TO SILL,TOP PLATE OR GIRDER,TOE NAIL (3)(3) 1/2"x0.131") W N ILyL SHEETS AND CHAIR TO MID SLAB DEPTH. (3)3"x0.131" 9. VAPOR BARRIER SHALL BE STEGO INDUSTRIES"STEGO WRAP 15-MIL CLASS A"OR EQUIVALENT.INSTALL FLOOR LLI > oo PER MFR'S RECOMMENDATIONS. 12.ALL BOLTS,EXPANSION ANCHORS AND LAG SCREWS SHALL BE PROVIDED WITH METAL WASHERS 3-16d(3"x0.131") 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP PLATE,TN Sd(2 1/2"z0.131")@ 6"OC 0 UNDER THE HEADS AND NUTS WHICH BEAR ON WOOD. 19 JOIST TO SILL OR GIRDER,TOE NAIL 3"z0.131"@ 6-OC 3-Sd(2 12"x0.131") 13.LAG SCREWS AND WOOD SCREWS SHALL BE SCREWED AND NOT DRIVEN INTO PLACE.ALL BOLTS AND 16d 8d(2 VZ 6') 24 2"SUBFLOOR TO JOIST OR GIRDER,BLIND AND FACE NAIL (3)i6d(3 1/2"x0.135") 20 RIM JOIST TO TOP PLATE,TOE NAIL )@ (2)i6d(3 12"x0.162") LAG SCREWS SHALL BE TIGHTENED ON INSTALLATION AND RETIGHTENED BEFORE CLOSING IN OR Sd(2 1/2`.0.131')@ 6-OC v COMPLETION OF THE JOB. 26 BUILT-UP GIRDERS AND BEAMS,2-INCH LUMBER,FACE NAIL (3)16d(31/" 2"x0.162") LLI m 21 BUILT-UP GIRDERS AND BEAMS,2-INCH LUMBER LAYERS 16d(3x0.131")@ 24"OC (4)3"x0.131" LEI/ J 14.ALL GLULAM BEAM FABRICATION SHALL BE PERFORMED BY AN APPROVED FABRICATOR PER IRC 5-16d(Wx0.131") 27 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS,FACE NAIL EA 10d(3"4.128")OR 3"4.131" O R502.1.3. 22 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 6-8d(2 112"x0.131") JST @ 24"OC T&B&3 EA END 28 BAND OR RIM JOIST TO JOIST,END NAIL (3)16d(3 1/2"x0.162") I..I..I U t� 15.WOOD FRAMING MEMBERS THAT REST ON EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8"FROM (4)3"x0.131" N �.. EXPOSED EARTH SHALL BE OF NATURALLY DURABLE OR PRESERVATIVE-TREATED PER IRC R317.1. 0. r 29 BRIDGING TO JOIST (2)10d(3"x0.128") N 16.CLEARANCE BETWEEN WOOD SIDING,SHEATHING AND FRAMING ON THE EXTERIOR OF A BUILDING AND LL EARTH SHALL NOT BE LESS THAN 6"FROM THE GROUND AND 2"VERTICALLY FROM CONCRETE STEPS, WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING Q M W PORCH SLABS,ETC.EXCEPT WHERE SIDING,SHEATHING AND WALL FRAMING ARE OF NATURALLY 32 3/8"to 1/2"(EDGE NAILING/FIELD NAILING) 8d(2 1/2"x0.131")@ 6"OC O L0 > DURABLE OR PRESERVATIVE-TREATED WOOD PER IRC R317.1. 8d(21/2"x0.131")@ 12"OC w n/ 33 19/32"TO 1"(EDGE NAILING/FIELD 8d(2 112"x0.131")@ 6"OC 8d(2 1/2"z0.131")@ 12"OC �J Q 34 1 1/8"to 1 1/4"(EDGE NAILING/FIELD NAILING) 10d(3 10d(NO.148")@ 6"OC Q 148")@ 12"OC rya V) wl z 0 y w o O �I a` y m c a' o .n c U U c) Q Z L0 LLI of of ca (7 m DATE 8/15/2024 DRAWN o° KBM 78 JOB NO C4651066.00 SHEET C SO.1