2206 SUMMIT AVE 2023-05-22 - Laserfiche WebLink

•CARPENTRY NOTES: •PNEUMATIC NAILING NOTES: - •HAND DRIVEN NAILING NOTES: " Xi 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 0 SPECIFICATIONS: SMOOTH-NAILS(UNLESS SPECIFICALLY NOTED OTHERWISE)PER ASTM 1667. (UNLESS SPECIFICALLY NOTED OTHERWISE)PER ASTM 1667. 0 o A. HEMLOCK FIR...................................WWPA 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 w BASE MEMBER VALUES. ESR-1539. CONFORMING WITH ASTM A 153. 4•4 z o 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 in I_ C. NON-STOCK GLULAM BEAMS.........ANSI/ARC 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- w(- TIMBER 5. NAILS SHALL BE SPACED AT NOT LESS THAN 11 DIAMETERS ON CENTER.EDGE DRILLED WHERE NECESSARY TO PREVENT SPLITTING OF WOOD. 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 0) X w N- W EACH PH/DEL SHALL BEAR THE QUALITYTRADEMARK 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 TO Bd NAILS /1� l' AT( B ASSOCIATION". 6. ALL NAILS FOR PLYWOOD SHEATHING SHALL MEET 8d COMMON NAIL SIZING AT EACH CONTACT FOR IX MEMBERS. V/ s E. ORIENTED STRAND BOARD...........ALL PANELS TO BE ORIENTED STRAND BOARD.EACH PANEL SHALL (2 1/2"X0.131"O). 6. MINIMUM NAILING SHALL BE PER THE TABLE BELOW.CONNECTIONS NOT NOTED BELOW Q o w F,m-- 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): w m K<o--1 OF TWO 160 NAILS AT EACH CONTACT FOR 2X MEMBERS AND A MINIMUM OF N 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. >w°'• OF INSTALLATION.MINIMUM GRADE SHALL BE: - 8. MINIMUM NAILING SHALL BE PER THE TABLE BELOW.CONNECTIONS NOT NOTED .' 8 Z Z 4' Fj 4X-HEMLOCK FIR#2,Pb=850 PSI BELOW SHALL BE PER ICC ESR-1539 TABLE 11: NUMBER/SPACING @ o(.9=o<6 9 ITEM DESCRIPTION OF BUILDING ELEMENT TYPE OF FASTENER 2X-HEMLOCK FIR#2,Fb=850 PSI _x.„1. `awowo LAMINATED VENEER LUMBER(LVL)-2.0E ILEVEL TRUSJOIST MACMILLAN MICROLLAM o m.ot PREFABRICATED WOOD I-JOISTS-WEYERHEUSER TRUSS JOIST TJI JOISTS ITEM DESCRIPTION OF BUILDING ELEMENT NUMBER/SPACING @ TYPE ROOF 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)80(21/2"x0.131'),OR A AT CONTINUOUS OR CANTILEVERED SPANS. ROOF TOE NAIL (3)3"x0.131" 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,UON. 1 BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE,TN (3)8d(2 7/2"x0.131') (3)3"x0.131' STRUCTURAL PLYWOOD-APA C-D EXTERIOR GLUE. CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER,LAPS (3)16d(31/2"x0.162'),OR PKDREIVH 2 CEILING JOISTS TO PLATE,TOE NAIL (3)16d(3'x0.731") 3 OVER PARTITIONS,FACE NAIL (4)3"x0.131" bA' 'NAF�1�R9 `/ 3. BEARING AND SHEAR WALLS SHALL HAVE DOUBLE TOP PLATES,LAPPED AT WALL AND PARTITION (3)8d(21/2"x0.131") e.iox I /;' INTERSECTIONS WITH 3-16d NAILS.SPLICE UPPER AND LOWER PLATES PER TYPICAL DETAILS.TOP OR 5 COLLAR TIE TO RAFTER,FACE NAIL OR 1 1/4"x2OGA RIDGE (3)10d(3"x0.148"),OR it BOTTOM PLATES WHEN BORED FOR PIPES AND CONDUITS SHALL BE SPLICED WITH SIMPSON ST6236 3 CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER,LAPS (4)16d(3"x0.131") STRAP,FACE NAIL (4)3'k0.131" g - � < STRAPS ON ONE SIDE WHEN NOTCH IS 1/3 THE WIDTH OF THE PLATES.WHEN THE HOLE IS 2/3 OF THE OVER PARTITIONS,FACE NAIL 6 (3)10d(2 72"x0.148'),OR WIDTH OF THE PLATES USE SIMPSON ST6236 STRAPS ON EACH SIDE OF THE PLATES.BORED HOLESRAFTER OR ROOF TRUSS TO PLATE,TOE NAIL f. SHALL BE CENTERED ALONG THE WIDTH OF PLATES.NOTCHING PLATES MORE THAN 1/4 OF THE WIDTH 4 COLLAR TIE TO RAFTER,FACE NAIL OR I 1/4'k20 GAGE RIDGE (4)d(2(3"x0.131") (4)3'x0.737' STRAP (5)ad(2 12"xS.131') (3)10d(3 72'x0.748') R �9ietV y IS NOT ALLOWED.NOTCHES IN PLATES SHALL NOT BE LONGER THAN THE PLATE WIDTH AND SHALL (4)16d(3"x0.131') ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR ROOF (4)3.0.131" ✓-bp7 0 HAVE A CLEAR DISTANCE BETWEEN ANY ADJACENT HOLE OR NOTCH OF AT LEAST TWICE THE PLATE 5 RAFTER OR ROOF TRUSS TO PLATE,TOE NAIL (5)8d(2 1/2'k0.131') 7 RAFTER TO MINIMUM 2" •RIDGE BEAM(TOE NAIFTERS NAIL) 2 O.x'.7�'E4 $4'u WIDTH.SILL PLATES SHALL BE PLACED IN A BED OF GROUT WHEN REQUIRED FOR FULL BEARING ON ()16d(3 72Sc0.762') THE FOUNDATION. (5)16d(3"x0.131") (3)3'x0.137' (5)8d(2 1/2"x0.131") 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)/6d(3'x0.131') 8 STUD TO STUD(NOT AT BRACED WALL PANELS FACE NAIL 16d(31/2'k0.162")@ 24'OC NOT TO EXCEED 40%OF WIDTH.FOR NON-BEARING STUDS,NOTCHING NOT TO EXCEED 40%AND - ) 3"x0.131"@ 16'OC BORING NOT TO EXCEED 60%.IF EXCEEDED.PROVIDE SIMPSON HSS STUD SHOE. WALL 9 76d(3"x0.137')@ i6"OC STUD TO STUD AND ABUTTING STUDS AT INTERSECTION 16d(3 1/2"x0.162')@ 16'OC 8 BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE,TN WALLCORNERS(AT BRACED WALL PANELS),FACE NAIL 3'x0.131"@ 12'OC 5. PROVIDE SOLID BLOCKING BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS,AND AT SUPPORTS 8d(2 1/2"x0.131")@ 8"OC 16d(312"x0.162')@ 16'OC PARALLEL TO THE FRAMING PROVIDE BLOCKING OVER SUPPORT AT THE SAME SPACING AS THE 10 BUILT-UP HEADER(2"TO 2"HEADER W/1/2"SPACER),FACE NAIL FRAMING.PROVIDE CROSS BRIDGING OR FULL DEPTH BLOCKING FOR ALL ROOF RAFTERS OR FLOOR 9 ABUTTING STUDS AT INTERSECTING WALL CORNERS,FACE NAIL 16d(3"x0.131')@ 8'OC 16d(3 12'k0.135')@ 12'OC JOISTS THAT ARE 8 1/4 OR MORE INCHES DEEP,AT 8 FEET ON CENTER MAXIMUM AND AT NOT MORE 64(2 12'40.131')@ 8"OC 11 CONTINUOUS HEADER TO STUD,TOE NAIL (4)8d(2 12"x0.131'),OR THAN 10 FEET FROM SUPPORTS.CROSS BRIDGING SHALL CONSIST OF 2X3 WITH 2-8d TOE NAILS AT 10 BUILT-UP HEADER,TWO PIECES WITH 12"SPACER 16d(3"x0.131')@ 8"OC (4)10d(3"x0.128") EACH END OR METAL BRIDGING INSTALLED WITH 2-8d NAILS AT EACH END. (4)16d(3"x0.131') /6d(312"x0.162')@ 16"OC 11 CONTINUOUS HEADER TO STUD,TOE NAIL 12 TOP PLATE TO TOP PLATE,FACE NAIL 6. JOISTS UNDER AND PARALLEL TO PARTITIONS SHALL BE DOUBLED AND STITCH NAILED TOGETHER. (4)8d(2 12"x0.131') 3"x0.131'@ 12'OC 12 DOUBLE TOP PLATES,FACE NAIL 16d(3'0.131")@ 12'OC 13 DOUBLE TOP PLATE SPLICE,MINIMUM 48-INCH OFFSET OF END (16)160(312"x0.135") 7. PROVIDE BLOCKING IN ALL WALLS AT THE MID HEIGHT OF STUDS OR SO SPACED THAT THE UNBRACED 8d(2125,0.131")@ 8'OC JOINTS,FACE NAIL IN LAPPED AREA (16)3'x0.131') LENGTH OF STUDS DOES NOT EXCEED 10 FEET.PROVIDE BLOCKING IN WALLS AT CEILING LINES. DOUBLE TOP PLATES,MINIMUM 48-INCH OFFSET OF END JOINTS, 74 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST OR BLOCKING 16d(3 1/2"x0.162")@ 16'OC 1J 1 13 (16)16d(3"x0.131') (NOT AT BRACED WALL PANELS),FACE NAIL 3"x0.131'@ 12'OC LL 8. PROVIDE SOLID BLOCKING BETWEEN ANY POSTS AT FLOOR FRAMING IN MULTI-STORY CONSTRUCTION. FACE NAIL IN LAPPED AREA 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)164(4(3 72"x0.162')@ 16'OC 9. ALL WOOD FRAMING MEMBERS SHALL EITHER BEAR ON PLATES,BEAMS,POSTS OR BE SUPPORTED IN A 16d(3"x0.131')@ 12'OC (AT BRACED WALL PANELS),FACE NAIL (4(3 3"x0.131'@ 16'OC(4)8d(2 12'x0.731') O - METAL CONNECTOR. 15 SOLE PLATE TO JOIST OR BLOCKING,FACE NAIL 8d(2 12'x0.131")@ 8"OC 16 (4)3'40.131' Z (4)16d(3"x0.131')@ 16"OC TOP OR BOTTOM PLATE TO STUD(TOE NAIL/END NAIL) 10.ALL LIGHT GAGE METAL CONNECTORS FOR WOOD CONSTRUCTION SHALL BE L INSTALL "STRONG-TIE" 16 SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS (2)16d(312"x0.162") PRODUCTS AS SPECIFIED IN THEIR LATEST CATALOG OR AN APPROVED EQUAL.INSTALL ALL (4)8d(2 1/2'x0.731')@ 76'CC (3)3"x0.131' W 1 CONNECTORS PER MANUFACTURERS REQUIREMENTS,UON. (4)16d(3"x0.131') (2)16d(312"x0.162') U J 17 TOP OR SOLE PLATE TO STUD,END NAIL 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS,FACE NAIL (4)8d(2 1/2"x0.131') (3)3"x0.131" r 11.HOLES FOR BOLTS IN WOOD SHALL BE BORED WITH A BIT OF THE SAME NOMINAL DIAMETER AS THE (4)16d(3'k0.131') FLOOR Z W CD < 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 THE DIAMETER OF THE ROOT OF THE THREADS. (4)8d(2 72"x0.131") 21 JOIST TO SILL,TOP PLATE OR GIRDER,TOE NAIL (3)8d(2 12"x0.131") Q FLOOR (3)3"x0.131' CO 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 8d(21/2"x0.131")@ 6'OC Q O' UNDER THE HEADS AND NUTS WHICH BEAR ON WOOD. 19 JOIST TO SILL OR GIRDER,TOE NAIL 3'x0.131'@6'OC CO-8d(2 12'k0.131') (3)16d(3 12"x0.135") v J H . I- 13.LAG SCREWS AND WOOD SCREWS SHALL BE SCREWED AND NOT DRIVEN INTO PLACE.ALL BOLTS AND 16d(3'x0.131" 24 2"SUBFLOOR TO JOIST OR GIRDER,BLIND AND FACE NAIL �l 20 RIM JOIST TO TOP PLATE,TOE NAIL )@6'OQ (2)16d(372k0.762') LAG SCREWS SHALL BE TIGHTENED ON INSTALLATION AND RETIGHTENED BEFORE CLOSING IN OR Bd(2 1/2k0.131')@ 6'OC CC COMPLETION OF THE JOB. 26 BUILT-UP GIRDERS AND BEAMS,2-INCH LUMBER,FACE NAIL (3)16d(3 162") f2G 21 BUILT-UP GIRDERS AND BEAMS,2-INCH LUMBER LAYERS 16d(3"x0.131")@ 24'OC (4)3'x0.131x0.137' D 14.ALL GLULAM BEAM FABRICATION SHALL BE PERFORMED BY AN APPROVED FABRICATOR PER IRC 5-16d(3"x0.131") 27 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS,FACE NAIL EA 100(3'k0.128')OR 35-0.131' A' R502.1.3. 22 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 6-8d(2 12'x0.131') JST @ 24"OC T88 8 3 EA END W 'r 28 BAND OR RIM JOIST TO JOIST,END NAIL (3)16d(3 125c0.162') r.� 15.WOOD FRAMING MEMBERS THAT REST ON EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8"FROM (4)3'x0.131" CO�+J EXPOSED EARTH SHALL BE OF NATURALLY DURABLE OR PRESERVATIVE-TREATED PER IRC R317.1. 29 BRIDGING TO JOIST (2)10d(3'x0.128') W CD 16.CLEARANCE BETWEEN WOOD SIDING,SHEATHING AND FRAMING ON THE EXTERIOR OF A BUILDING AND 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 J CVW Q 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 12"x0.131')@ 6'OC U N W DURABLE OR PRESERVATIVE-TREATED WOOD PER IRC R317.1. 8d(2 12"x0.131")@ 12"OC /�/ 33 19/32"TO 1'(EDGE NAILING/FIELD 8d(2 12'x0.131")@ 6"OC U {••�• 8d(2 12"x0.131')@ 12'OC 34 1 1/8'to 1 1/4"(EDGE NAILING/FIELD NAILING) t0d 3"oo(3'4 48"(@ 2 OC Q 10d(3'x0.148')@ 12'OC 7 Z -� U) • 0 ' a AI J .1 z a ID ec 0 rtli to if w ct U N 8 (66 Et U P. DATE E 3/28/2022 lit DRAWN MMS JOB NO 0 SHEET et S0.1