Laserfiche WebLink
TABLE R602.3(1)FASTENING SCHEDULE <br />Blocking between ceiling joists or rafters to top plate 4-8d box (21/2" × 0.113") or <br />3-8d common (21/2" × 0.131"); or <br />3-10d box (3" × 0.128"); or <br />3-3" × 0.131" nails <br />Toe nail <br />Ceiling joists to top plate 4-8d box (21/2" × 0.113"); or <br />3-8d common (21/2" × 0.131"); or <br />3-10d box (3" × 0.128"); or <br />3-3" × 0.131" nails <br />Per joist, toe nail <br />Ceiling joist not attached to parallel rafter, laps over <br />partitions [see Sections R802.3.1, R802.3.2 and Table <br />R802.5.1(9)] <br />4-10d box (3" × 0.128"); or <br />3-16d common (31/2" × 0.162"); or <br />4-3" × 0.131" nails <br />Face nail <br />Ceiling joist attached to parallel rafter (heel joint) <br />[see Sections R802.3.1 and R802.3.2 and Table <br />R802.5.1(9)] <br />Table R802.5.1(9)Face nail <br />Collar tie to rafter, face nail or 11/4" × 20 ga. ridge <br />strap to rafter <br />4-10d box (3" × 0.128"); or <br />3-10d common (3" × 0.148"); or <br />4-3" × 0.131" nails <br />Face nail each rafter <br />Rafter or roof truss to plate 3-16d box nails (31/2" × 0.135"); or <br />3-10d common nails (3" × 0.148");or <br />4-10d box (3" × 0.128"); or <br />4-3" × 0.131" nails <br />2 toe nails on one side and 1 toe nail <br />on opposite side of each rafter or <br />trussi <br />Roof rafters to ridge, valley or hip rafters or roof rafter <br />to minimum 2" <br />4-16d (31/2" × 0.135"); or <br />3-10d common (31/2" × 0.148"); or <br />4-10d box (3" × 0.128"); or <br />4-3" × 0.131" nails <br />Toe nail <br />3-16d box 31/2" × 0.135"); or <br />2-16d common (31/2" × 0.162"); or <br />3-10d box (3" × 0.128"); or <br />3-3" × 0.131" nails <br />End nail <br />Stud to stud (not at braced wall panels)16d common (31/2" × 0.162")24" o.c. face nail <br />10d box (3" × 0.128"); or <br />3" × 0.131" nails <br />16" o.c. face nail <br />Stud to stud and abutting studs at intersecting wall <br />corners(at braced wall panels) <br />16d box (31/2" × 0.135"); or <br />3" × 0.131" nails <br />12" o.c. face nail <br />16d common (31/2" × 0.162")16" o.c. face nail <br />Built-up header (2" 16d common (31/2" × 0.162")16" o.c. each edge face nail <br />16d box (31/2" × 0.135")12" o.c. each edge face nail <br />Continuous header to stud 5-8d box (21/2" × 0.113"); or <br />4-8d common (21/2" × 0.131"); or <br />4-10d box (3" × 0.128") <br />Toe nail <br />Top plate to top plate 16d common (31/2" × 0.162")16" o.c. face nail <br />10d box (3" × 0.128"); or <br />3" × 0.131" nails <br />12" o.c. face nail <br />Double top plate splice for SDCs A-D2 with seismic <br />braced wall line spacing < 25 <br />8-16d common (31/2" × 0.162"); or <br />12-16d box (31/2" × 0.135"); or <br />12-10d box (3" × 0.128"); or <br />12-3" × 0.131" nails <br />Face nail on each side of end joint <br />(minimum 24" lap splice length <br />each side of end joint) <br />Double top plate splice SDCs D0, D1, or D2; and <br />braced wall line spacing ≥ 2512-16d (31/2" × 0.135") <br />Bottom plate to joist, rim joist, band joist or <br />blocking (not at braced wall panels) <br />16d common (31/2" × 0.162")16" o.c. face nail <br />16d box (31/2" × 0.135"); or <br />3" × 0.131" nails <br />12" o.c. face nail <br />Bottom plate to joist, rim joist, band joist or <br />blocking (at braced wall panel) <br />3-16d box (31/2" × 0.135"); or <br />2-16d common (31/2" × 0.162"); or <br />4-3" × 0.131" nails <br />3 each 16" o.c. face nail <br />2 each 16" o.c. face nail <br />4 each 16" o.c. face nail <br />Top or bottom plate to stud 4-8d box (21/2" × 0.113"); or <br />3-16d box (31/2" × 0.135"); or <br />4-8d common (21/2" × 0.131"); or <br />4-10d box (3" × 0.128"); or <br />4-3" × 0.131" nails <br />Toe nail <br />3-16d box (31/2" × 0.135"); or <br />2-16d common (31/2" × 0.162"); or <br />3-10d box (3" × 0.128"); or <br />3-3" × 0.131" nails <br />End nail <br />Top plates, laps at corners and intersections 3-10d box (3" × 0.128"); or <br />2-16d common (31/2" × 0.162"); or <br />3-3" × 0.131" nails <br />Face nail <br />1" brace to each stud and plate 3-8d box (21/2" × 0.113"); or <br />2-8d common (21/2" × 0.131"); or <br />2-10d box (3" × 0.128"); or <br />2 staples 13/4" <br />Face nail <br />1" × 6" sheathing to each bearing 3-8d box (21/2" × 0.113"); or <br />2-8d common (21/2" × 0.131"); or <br />2-10d box (3" × 0.128"); or <br />2 staples, 1" crown, 16 ga., 13/4" long <br />Face nail <br />1" × 8" and wider sheathing to each bearing 3-8d box (21/2" × 0.113"); or <br />3-8d common (21/2" × 0.131"); or <br />3-10d box (3" × 0.128"); or <br />3 staples, 1" crown, 16 ga., 13/4" long <br />Face nail <br />Wider than 1" × 8" Face nail <br />4-8d box (21/2" × 0.113"); or <br />3-8d common (21/2" × 0.131"); or <br />3-10d box (3" × 0.128"); or <br />4 staples, 1" crown, 16 ga., 13/4" long <br />Joist to sill, top plate or girder 4-8d box (21/2" × 0.113"); or <br />3-8d common (21/2" × 0.131"); or <br />3-10d box (3" × 0.128"); or <br />3-3" × 0.131" nails <br />Toe nail <br />Rim joist, band joist or blocking to sill or top <br />plate (roof applications also) <br />8d common (21/2" × 0.131"); or <br />10d box (3" × 0.128"); or <br />3" × 0.131" nails <br />6" o.c. toe nail <br />1" × 6" subfloor or less to each joist 3-8d box (21/2" × 0.113"); or <br />2-8d common (21/2" × 0.131"); or <br />3-10d box (3" × 0.128"); or <br />2 staples, 1" crown, 16 ga., 13/4" long <br />Face nail <br />Foot notes: <br />a. Nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections <br />shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch (20d common nail), 90 ksi for <br />shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi for shank diameters of 0.142 inch or less. <br />b. Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width. <br />c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. <br />d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. <br />e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). <br />f. Where the ultimate design wind speed is 130 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall <br />framing shall be spaced 6 inches on center. Where the ultimate design wind speed is greater than 130 mph, nails for attaching panel roof <br />sheathing to intermediate supports shall be spaced 6 inches on center for minimum 48-inch distance from ridges, eaves and gable end <br />walls; and 4 inches on center to gable end wall framing. <br />g. Gypsum sheathing shall conform to ASTM C1396 and shall be installed in accordance with GA 253. Fiberboard sheathing shall <br />conform to ASTM C208. <br />h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and <br />at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and <br />required blocking. Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as <br />required by other provisions of this code. Floor perimeter shall be supported by framing members or solid blocking. <br />i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule, provide two toe nails on one side of the <br />rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on the opposite side of the rafter shall <br />not be required. <br />FRAMING NOTES: <br />1. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL BE <br />PERPENDICULAR TO SUPPORTS. <br />2. ALL INTERIOR SHEARWALL SHALL EXTEND TO THE ROOF OR FLOOR DIAPHRAGM LEVEL. <br />3. DOUBLE JOISTS ARE REQUIRED UNDER PARALLEL BEARING PARTITIONS. <br />4. PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER ALL BEARING WALLS. <br />5. TOP PLATE BREAKS ARE SHALL OCCUR OVER A STUD OR POST. DOUBLE TOP PLATES SPLICE WITH MIN. <br />48" LAP AND PROVIDED WITH MIN. 8-16d NAILS PER TOP PLATE SPLICE. <br />6. WHERE BOTH TOP PLATES ARE BROKEN, SHALL BE STRAP BOTH SIDES WITH ST6224 U.N.O. <br />7. ALL POSTS SHALL HAVE CONNECTIONS AT TOP AND BOTTOM WHICH SHALL BE SIMPSON "CCQ", "CBSQ" <br />UNLESS SPECIFICALLY DETAILED OTHERWISE. FOR POSTS IN POCKETS AND IN FRAMED WALLS THE <br />COLUMN CAP AND BASE MAY BE ELIMINATED UNLESS DETAILED ON THE DRAWINGS. ALL FREE STANDING <br />POSTS SHALL USE SIMPSON "CCQ", "ECCQ", AND "CBSQ" CONNECTORS U.N.O. ON PLANS. <br />8. USE SIMPSON "HU"HANGERS ON ALL JOIST OR BEAM CONNECTIONS, UNLESS NOTED OTHERWISE ON <br />PLANS. <br />9. ALL HANGING JOISTS SHALL BE HUNG WITH SIMPSON "LUS" HANGERS U.N.O., AND SIMPSON "ITT" <br />HANGERS FOR TJI'S U.N.O. <br />10. ALL NON-BEARING BALLOON FRAMED WALLS EXCEEDING 14'-0" IN HEIGHT AND NOT SUPPORTED BY <br />CEILING JOIST AT EITHER SIDE SHALL BE FRAMED WITH 2x6 STUDS @ 16" O.C. (NOT TO EXCEED 20'-0"). PER <br />CHAPTER 6 CRC <br />11. FASTENING OF MULTIPLE MEMBERS: DOUBLE & TRIPPLE JOISTS; 16d @ 12" O.C. STAGGERED (BOTH <br />SIDES FOR TRIPPLES). FOUR OR MORE JOISTS SHALL BE BOLTED TOGETHER WITH 1/2" BOLTS AT 18" O.C. <br />STAGGERED. RE-TIGHTEN BOLTS PRIOR TO APPLYING FINISH MATERIAL. <br />TYPICAL ROOF SHEATHING: <br />1/2" SHEATHING, OTHER GRADES COVERED IN <br />DOC PS-1 OR PS-2, MIN PANEL INDEX NO. (24/0) <br />B.N.: 8d @ 6" O.C. <br />E.N.: 8d @ 6" O.C. <br />F.N.: 8d @ 12" O.C. NO BLOCKING, U.N.O. <br />USE COMMON NAILS, U.N.O. <br />WOOD <br />1. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR-LARCH, MAX. MOISTURE <br />CONTENT SHALL NOT EXCEED 19%, OF THE FOLLOWING GRADES UNLESS <br />NOTED OTHERWISE: <br />REPETITIVE USE MEMBERS: <br /> STUDS, JOISTS, AND RAFTERS <br /> 2x AND 4x NO. 2 <br />SINGLE USE MEMBERS: <br /> BEAMS <br /> 4x NO. 2 <br /> 6x OR LARGER NO. 1 <br /> POSTS AND MULLIONS <br /> 4x AND SMALLER NO. 2 <br /> 6x AND LARGER NO. 1 <br />MISCELLANEOUS LUMBERS: <br /> BLOCKING, FURRING, ETC. NO. 2 <br /> DECKING AND SHEATHING <br /> 2x, 3x, AND 4x COMM'L DEX. <br />2. ALL STRUCTURAL LUMBER SHALL BE GRADE IN ACCORDANCE WITH <br />GRADING AND DRESSING RULES #16 OF THE WEST COAST LUMBERMAN'S <br />ASSOCIATION. <br />3. ALL STRUCT'S PLYWOOD SHALL BE IN ACCORDANCE WITH P.S. 1-74. <br />MANUFACTURED PRODUCTS <br />1. GLUED-LAMINATED BEAMS DOUGLAS FIR-LARCH INDUSTRIAL APPEARANCE <br />WITHIN EXTERIOR GLUE U.N.O. <br />16F-V3 DF/DF (Fb=1600 psi, Fv=190 psi, E=1.5 E6 psi), <br />24F-V4 DF/DF (Fb=2400 psi, Fv=240 psi, E=1.8 E6 psi), ICC ESR-1940 <br />2. DESIGN VALUES FOR MANUFACTURED PARALLAM PSL SHALL BE MIN. <br />Fb=2900 psi, Fv=290 psi, E=2.0 E6 psi, ICC ESR-1387 <br />3. DESIGN VALUES FOR MANUFACTURED MICROLAM LVL SHALL BE MIN. <br />Fb=2600 psi, Fv=285 psi, E=1.9 E6 psi, ICC ESR-1387 <br />NOTES: <br />1. ALL NAILING SHALL BE COMMON NAILS. <br />2. MAXIMUM STUD SPACING SHALL BE 16" O.C. <br />3. ALL PANEL EDGES SHALL BE BLOCKED. <br />4. FRAMING MEMBER SHALL INCLUDE SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS. <br />5. EDGE NAILING ON 3x MEMBERS SHALL BE STAGGERED. <br />6. PLYWOOD FOR HORIZONTAL DIAPHRAGMS SHALL BE MADE WITH EXTERIOR GLUE (CHAPTER 4 CRC) <br />7. USE 3"x3"x1/4" CUT PLATE WASHERS AT ALL ANCHOR BOLTS (CHAPTER 4 CRC). <br />8. FASTENERS FOR PRESERVATIVE-TREATED SHALL BE HOT DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON <br />BRONZE OR COPPER (CHAPTER 3 CRC)). <br />9. AT EXISTING FOOTINGS, USE RFB#5x12 HDG-R SIMPSON RETROFIT BOLTS WITH SETXP-EPOXY ICC #ESR-2508. SPECIAL INSPECTION <br />REQUIRED. <br />10. SECOND FIGURE INDICATES WHERE SHEAR WALL SHEATHING IS TO BE APPLIED TO BOTH SIDES OF WALL. <br />11. AT EXISTING CONDITION, 2X SILL PLATE MAY BE USED WITH 3x SILL ADDED AND 5/8" Ø A.B. @ 16" O.C. FOR SHEARWALL #2 ONLY. <br />SHEAR WALL SCHEDULE <br />Edge <br />Nailing <br />8d @ 6" <br />No.Sheathing <br />15/32" OSB <br />Structural I <br />Sill Plate Nailing <br />To Wood Floor <br />16D @6"O.C <br />Capacity <br />(plf) <br />280 <br />Field <br />Nailing <br />8d @ 12" <br />Connection <br />at Top Plate <br />A-35 @ 24"2x <br />Framing <br />Member <br />Foundation <br />Anchorage <br />5/8" Ø @ 32"1 <br />Min. <br />Penetration <br />1-3/8" <br />8d @ 4"15/32" OSB <br />Structural I <br />16D @6"O.C 3408d @ 12"A-35 @ 16"2x 5/8" Ø @ 24"2 1-3/8" <br />FRAMING PLAN (ADU) <br />SCALE: 1/4" = 1'-0"1 <br /> (N) 2x6 R.R <br />@16"O.C (RJ-1) <br /> (N) 2x6 R.R <br />@16"O.C (RJ-1) <br /> <br /> <br /> <br /> <br />( <br />N <br />) <br /> <br />2 <br />x <br />6 <br /> <br />R <br />. <br />R <br />@1 <br />6 <br />" <br />O <br />. <br />C <br /> <br /> <br /> <br /> <br />( <br />N <br />) <br /> <br />2 <br />x <br />6 <br /> <br />R <br />. <br />R <br />@1 <br />6 <br />" <br />O <br />. <br />C <br /> <br /> <br />( <br />N <br />) <br /> <br />4 <br />X <br />1 <br />0 <br /> <br />H <br />I <br />P <br /> <br />( <br />H <br />B <br />- <br />1 <br />) <br /> <br /> <br />( <br />N <br />) <br /> <br />2 <br />x <br />8 <br /> <br />H <br />I <br />P <br /> <br /> <br /> <br /> <br />( <br />N <br />) <br /> <br />2 <br />x <br />6 <br /> <br />R <br />. <br />R <br />@1 <br />6 <br />" <br />O <br />. <br />C <br /> <br /> <br />( <br />N <br />) <br /> <br />2 <br />x <br />8 <br /> <br />H <br />I <br />P <br />(N)4x6 HDR <br />(N <br />) <br />4 <br />x <br />6 <br />H <br />D <br />R <br />(N)4x4 HDR (N)4x4 HDR (N)4x4 HDR <br />(N)4x6 HDR (HD-1) <br />(N <br />) <br />4 <br />x <br />4 <br /> <br />H <br />D <br />R <br />(N <br />) <br />4 <br />x <br />4 <br /> <br />H <br />D <br />R <br />(N <br />) <br />4 <br />x <br />6 <br />H <br />D <br />R <br />(N <br />) <br />4 <br />x <br />6 <br />H <br />D <br />R <br />(N <br />) <br />4 <br />x <br />6 <br />H <br />D <br />R <br />(N)4x6 HDR (N)4x6 HDR <br />(N <br />) <br />4 <br />x <br />4 <br /> <br />H <br />D <br />R <br />-(N) 2x6 C.J <br />@16"O.C (CJ-1) <br />-(N) 2x6 C.J <br />@16"O.C (CJ-1) <br />-(N) 2x4 C.J <br />@16"O.C <br />1 2 <br />A <br />C <br />B <br />1 <br />L= <br />8 <br />' <br />- <br />0 <br />" <br />1 <br />L= <br />8 <br />' <br />- <br />0 <br />" <br />L=4'-0" <br />1 <br />1 <br />L=6'-0" <br />1 <br />L=8'-0" <br />8 <br />SD-1 <br />TYP. <br />8 <br />SD-1 <br />TYP. <br />8 <br />SD-1 <br />TYP. <br />8 <br />SD-1 <br />TYP. <br />9 <br />SD-1 <br />10 <br />SD-1 <br />4X4 <br />CCS <br />Q <br />4 <br />4 <br />4X4CCS <br />Q <br />4 <br />4 <br />4x4 <br />KP <br />14 <br />SD-1 <br />4x4 <br />KP <br />14 <br />SD-1 <br />4x4KP <br />12 <br />SD-1 <br />18 <br />SD-1 <br />(N)CAL. <br />FRAMING <br />11 <br />SD-1 <br />(N)4x6 HDR <br />(N <br />) <br />2 <br />x <br />8 <br />R <br />I <br />D <br />G <br />E <br />(N <br />) <br />2 <br />x <br />8 <br />R <br />I <br />D <br />G <br />E <br />4x4 <br />KP <br />14 <br />SD-1 <br />(N <br />) <br />S <br />T <br />6 <br />2 <br />2 <br />4 <br />(N <br />) <br />S <br />T <br />6 <br />2 <br />2 <br />4 <br />16 <br />SD-1 <br />4x4 <br />KP <br />12 <br />SD-1 <br />16 <br />SD-1 <br />4x4PO <br />S <br />T <br />4x4PO <br />S <br />T <br />17 <br />SD-1 <br />17 <br />SD-1 <br />4x4 <br />PO <br />S <br />T <br />17 <br />SD-1 <br />4x <br />4 <br />PO <br />S <br />T <br />17 <br />SD-1 <br />13 <br />SD-1 <br />TYP. <br />(N)ST6224 12 <br />12 <br /> <br /> <br />( <br />N <br />) <br /> <br />4 <br />X <br />1 <br />0 <br /> <br />H <br />I <br />P <br /> <br />( <br />H <br />B <br />- <br />1 <br />) <br /> <br /> <br />( <br />N <br />) <br /> <br />4 <br />X <br />1 <br />0 <br /> <br />H <br />I <br />P <br /> <br />( <br />H <br />B <br />- <br />1 <br />) <br /> <br /> <br />( <br />N <br />) <br /> <br />4 <br />X <br />1 <br />0 <br /> <br />H <br />I <br />P <br /> <br />( <br />H <br />B <br />- <br />1 <br />) <br />18 <br />SD-1 <br />(N <br />) <br />4 <br />x <br />6 <br />(N <br />) <br />4 <br />x <br />6 <br />(N)4x6 <br />(N <br />) <br />S <br />T <br />6 <br />2 <br />2 <br />4 <br />(N <br />) <br />4 <br />x <br />1 <br />0 <br /> <br />D <br />F <br /> <br />F <br />L <br />U <br />S <br />H <br /> <br />B <br />E <br />A <br />M <br /> <br />( <br />B <br />- <br />1 <br />) <br />(N <br />) <br />4 <br />x <br />8 <br /> <br />D <br />F <br /> <br />F <br />L <br />U <br />S <br />H <br /> <br />B <br />E <br />A <br />M <br /> <br />( <br />B <br />- <br />2 <br />) <br />(N <br />) <br />3 <br />- <br />1 <br />/ <br />2 <br />" <br />x <br />1 <br />1 <br />- <br />1 <br />/ <br />4 <br />" <br /> <br />2 <br />. <br />0 <br />E <br /> <br />P <br />S <br />L <br />FL <br />U <br />S <br />H <br /> <br />B <br />E <br />A <br />M <br /> <br />( <br />B <br />- <br />3 <br />) <br />(E)BATH1 <br />(N)4x6 HDR <br />(N)4x6 HDR <br />(N)4x6 HDR <br />(N)4x4 HDR <br />(E)4x HDR (E)4x HDR <br />(E)4x HDR <br />(E <br />) <br />4 <br />x <br /> <br />H <br />D <br />R <br />(E <br />) <br />4 <br />x <br /> <br />H <br />D <br />R <br />(E <br />) <br />4 <br />x <br /> <br />H <br />D <br />R <br />(N <br />) <br />4 <br />x <br />4 <br /> <br />H <br />D <br />R <br />(N)4x4 HDR <br />(N <br />) <br />4 <br />x <br />6 <br /> <br />H <br />D <br />R <br /> (N) 2x6 R.R <br />@16"O.C <br /> (N) 2x6 R.R <br />@16"O.C <br /> <br /> <br /> <br /> <br />( <br />N <br />) <br /> <br />2 <br />x <br />6 <br /> <br />R <br />. <br />R <br />@1 <br />6 <br />" <br />O <br />. <br />C <br /> (E) 2x R.R <br />(E <br />) <br />2 <br />x <br />R <br />I <br />D <br />G <br />E <br />(N <br />) <br />2 <br />x <br />8 <br />R <br />I <br />D <br />G <br />E <br />(E) <br />H <br />I <br />P <br />(E) <br />H <br />I <br />P <br />(N) <br />H <br />I <br />P <br /> <br />4 <br />x <br />8 <br /> <br />( <br />H <br />B <br />- <br />2 <br />) <br />(N <br />) <br />2 <br />x <br />8 <br />R <br />I <br />D <br />G <br />E <br />(N) <br />2 <br />x <br />8 <br /> <br />H <br />I <br />P <br /> <br />( <br />H <br />B <br />- <br />3 <br />) <br />(N) <br />2 <br />x <br />8 <br /> <br />H <br />I <br />P <br /> <br />( <br />H <br />B <br />3 <br />) <br />4x4KP 14 <br />SD-1 <br /> (N) 2x6 R.R <br />@16"O.C <br />(E) <br />H <br />I <br />P <br /> <br /> <br /> <br /> <br />( <br />N <br />) <br /> <br />2 <br />x <br />6 <br />R <br />. <br />R <br />@1 <br />6 <br />' <br />O <br />. <br />C <br />4x4KP <br />4x4KP <br />4x4 <br />KP <br />-(N) 2x6 C.J <br />@16"O.C <br />(N)4x4 HDR <br />-(E) 2x C.J -(E) 2x C.J-(E) 2x C.J <br />-(N) 2x6 C.J <br />@16"O.C <br />-(N) 2x6 C.J <br />@16"O.C <br />1 <br />2 4 <br />5 <br />A <br />B <br />6 <br />C <br />3 <br />FRAMING PLAN (ADDITION) <br />SCALE: 1/4" = 1'-0"2 <br />8 <br />SD-1 TYP. <br />1 <br />L=4'-0" <br />8 <br />SD-1 TYP. <br />10 <br />SD-1 <br />20 <br />SD-1 <br />14 <br />SD-1 TYP. <br />(E <br />) <br />4 <br />x <br /> <br />H <br />D <br />R <br />(E <br />) <br />4 <br />x <br /> <br />H <br />D <br />R <br />(E <br />) <br />4 <br />x <br /> <br />H <br />D <br />R <br />(E <br />) <br />4 <br />x <br /> <br />H <br />D <br />R <br />(E <br />) <br />4 <br />x <br /> <br />H <br />D <br />R <br />(E <br />) <br />4 <br />x <br /> <br />H <br />D <br />R <br />(E <br />) <br />4 <br />x <br /> <br />H <br />D <br />R <br />(E <br />) <br />4 <br />x <br /> <br />B <br />E <br />A <br />M <br />(E)4x HDR <br />(E)4x HDR <br />(E)4x HDR(E)4x HDR <br />(N) <br />H <br />I <br />P <br /> <br />4 <br />x <br />8 <br /> <br />( <br />H <br />B <br />- <br />2 <br />) <br />(N)3-1/2"x11-1/4" 2.0E PSL <br />FLUSH BEAM (B-4) <br />(N)CAL. <br />FRAMING <br />11 <br />SD-1 <br />TYP. <br />19 <br />SD-1 <br />4x4POS <br />T <br />4x4PO <br />S <br />T <br />15 <br />SD-1 <br />4x <br /> <br />B <br />L <br />K <br />' <br />G <br />O/ <br /> <br />4 <br /> <br />B <br />A <br />Y <br />S <br />(N)CS16 <br />2' <br />- <br />0 <br />" <br />4' <br />- <br />0 <br />" <br />(N)ST6224 <br />(N)ST6224 <br />1 <br />L= <br />4 <br />' <br />- <br />0 <br />" <br />1 <br />L=10'-0" <br />1 <br />L= <br />4 <br />' <br />- <br />0 <br />" <br />1 <br />L= <br />6 <br />' <br />- <br />0 <br />" <br />(N)ST6224 <br />13 <br />SD-1 <br />TYP. <br />NE <br />W <br /> <br />A <br />A <br />D <br />I <br />T <br />I <br />O <br />N <br />- <br /> <br />D <br />E <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />9 <br />2 <br />7 <br />0 <br />4 <br /> H <br />D <br /> <br />EN <br />G <br />I <br />N <br />E <br />E <br />R <br />I <br />N <br />G <br /> <br /> <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br /> <br />, <br />I <br />N <br />C <br />. <br />De <br />s <br />i <br />g <br />n <br /> <br /> <br />- <br /> <br /> <br />C <br />o <br />n <br />s <br />t <br />r <br />u <br />c <br />t <br />i <br />o <br />n <br /> <br /> <br /> <br />Li <br />c <br />. <br /> <br />B <br />, <br />C <br />1 <br />0 <br /> <br /># <br /> <br />9 <br />3 <br />4 <br />7 <br />4 <br />2 <br />Co <br />m <br />m <br />e <br />r <br />c <br />i <br />a <br />l <br /> <br />- <br /> <br />R <br />e <br />s <br />i <br />d <br />e <br />n <br />t <br />i <br />a <br />l <br />14 <br />0 <br />2 <br /> <br />N <br /> <br />P <br />a <br />r <br />s <br />o <br />n <br />s <br /> <br />P <br />l <br />. <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br />Te <br />l <br />: <br /> <br />( <br />7 <br />1 <br />4 <br />) <br /> <br />4 <br />9 <br />5 <br />- <br />0 <br />0 <br />5 <br />6 <br /> <br />- <br /> <br />E <br />m <br />a <br />i <br />l <br />: <br /> <br />h <br />d <br />p <br />c <br />o <br />n <br />s <br />t <br />r <br />u <br />c <br />t <br />i <br />o <br />n <br />@ <br />y <br />a <br />h <br />o <br />o <br />. <br />c <br />o <br />m <br />Design - <br /> Cons <br />t <br />r <br />u <br />c <br />t <br />i <br />on <br /> <br />hd <br />p <br />11 <br />3 <br />3 <br /> <br />S <br /> <br />A <br />U <br />S <br />T <br />I <br />N <br /> <br />S <br />T <br />. <br /> <br />& <br /> <br />1 <br />1 <br />3 <br />3 <br /> <br />S <br /> <br />A <br />U <br />S <br />T <br />I <br />N <br /> <br />U <br />N <br />I <br />T <br /> <br />2 <br /> <br />S2 <br />FRAMING <br />PLANS <br />/NOTES <br />2 3