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<br /> GENERAL PLAN NOTES FLOOR&ROOF FRAMING PLAN NOTES Z m
<br /> 12'-103/g" 1. REFERENCE 51.0 FOR STRUCTURAL GENERAL NOTES, DRAWING LIST, &ABBREVIATIONS.. 1. ALL BEAMS ARE FLUSH WITH JOISTS UNO AS"DROP"INDICATING A DROPPED BEAM. v)
<br /> 2. DIMENSIONS.VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS.COLUMNS AND 2. PROVIDE FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS OVER SHEAR WALLS AND BEARING WALLS AT of
<br /> I I I FOOTINGS ARE CENTERED ON GRID,TYPICAL.ALL EXISTING DIMENSIONS SHALL BE FIELD VERIFIED.ALL REPETITIVE FRAMING MEMBERS.AT SHEAR WALLS AND BEARING WALLS PARALLEL TO FRAMING,ALIGN(1) LL E
<br /> - - - - - - - - - - - - - - - - - _ 1 DIMENSIONS ARE TO INSIDE FACE OF CONCRETE, OUTSIDE FACE OF CONCRETE OR CENTERLINE OF GRID/STEEL. JOIST/BEAM OVER WALL(ADDITIONAL JOISTS MAY BE REQUIRED). LLj i
<br /> CONTINUOUS FOOTINGS ARE CENTERED UNDER WALLS/STRUCTURAL PANELS. POSTS,BUNDLED STUDS OR 3. PROVIDE DOUBLE JOISTS AROUND ALL ROOF OPENINGS GREATER THAN 24"OC ONE SIDE. 4
<br /> - - - - - - - - - - - - - - - COLUMNS ARE TO BE CENTERED ON FOOTING OR WALL PIER, UNO.
<br /> 4. - Ham[= INDICATES 4x6 TYPICAL HEADER. 4'-0"MAXIMUM HEADER SPAN. .�;, a�i
<br /> 3. FOR ALL DUCTS,CHASES AND PIPES, REFERENCE MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER - d C7 a
<br /> DRAWINGS,FOR STAIR DETAILS AND GUARDRAILS REFERENCE ARCHITECTURAL DRAWINGS. 5. PROVIDE SW-6 SHEATHING/NAILING ON EXTERIOR BUILDING,TYPICAL. i i
<br /> (E)CONIC STEM I I I I I 4. MOISTURE PROOF ALL WALLS BELOW GRADE PER ARCHITECT. 6. MATCH BUNDLED STUDS FROM ABOVE&EXTEND TO FOUNDATION. 'v' L u y
<br /> WALL,TYP 5. PROVIDE PANEL EDGE NAILING AT ALL HOLDOWNS, POSTS/BUNDLED STUDS. 7. HANGERS: ALL 2x HANGERS TO BE SIMPSON LUS SERIES. L u � cu cm
<br /> I 6. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING. 8. JOIST BRIDGING PER JOIST MANUFACTURER,TYP. J � R N
<br /> 6. ALL WOOD:EXPOSED TO WEATHER OR IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE-TREATED PER 9, PROVIDE LEDGER PER PLAN W/(3) 1/4"00/2"SOWS SCREWS 0 16'DC STAGGERED. W m CD
<br /> (E)CONC FTG,TYP w I I I STRUCTURAL GENERAL NOTES. 1 ^� b
<br /> 0. REFERENCE ARCH FOR ROOF SLOPES AND DRAIN LOCATIONS. cN
<br /> I F 11. ALL BEAMS ARE FLUSH WITH JOISTS UNO AS'DROP"INDICATING A DROPPED BEAM.
<br /> FOUNDATION PLAN NOTES 12. PROVIDE SW-6 SHEATHING/NAILING ON EXTERIOR BUILDING,TYPICAL.
<br /> 13. PROVIDE DOUBLE JOISTS AROUND ALL ROOF OPENINGS GREATER THAN 24'DC ONE SIDE. -
<br /> 1. CONCRETE DIMENSIONS:CONTRACTOR SHALL LOCATE ALL DOOR OPENINGS IN FOUNDATION WALLS.VERIFY 14. REFERENCE 6/S3.2& 10/S3.2 FOR HEADER SUPPORT JAMBS. PROVIDE MINIMUM (2) 2x STUDS UNO.
<br /> _____F ,1 LOCATION AND ELEVATIONS PER ARCHITECT'S PLANS PRIOR TO POURING CONCRETE. 15. TYPICAL TOP PLATE SPLICE:PROVIDE A MINIMUM 48"LAP W/16d®6"OC STAGGERED. REFERENCE DETAIL
<br /> 2. MOISTURE PROOF ALL WALLS BELOW GRADE PER ARCHITECT. 9/S3.2.
<br /> 3. THE BOTTOM OF ALL FOOTINGS SHALL BE 18"MINIMUM BELOW GRADE AND BEAR UPON FIRM,UNDISTURBED
<br /> SOIL OR ENGINEERED COMPACTED BACK-FILL.
<br /> o I I 4. FULLY BLOCK FLOOR CAVITY AT ALL POINT LOADS. POINT LOADS SHALL BE SUPPORTED CONTINUOUSLY SHEAR WALL ICY PLAN NOTES SEAL:
<br /> THROUGH FLOORS TO THE FOUNDATION.
<br /> o 5. USE HOT DIPPED GALVANIZED FASTENERS AND EITHER HOT DIPPED GALVANIZED OR ZMAX COATED HANGERS AT 1 VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. $ A.DI
<br /> 12'3/32"APA-RATED STURD-I-FLOOR T&G CONNECTORS TO PRESSURE TREATED LUMBER. p$ 6g
<br /> vl I�EATHING FACE GRAIN PERPENDICULAR TO c 6. PROVIDE LUS SERIES HANGERS AT ALL FLUSH FRAMED JOIST CONDITIONS TYP, UNO. 2. INDICATES SHEAR WALL TYPE PER 12/53.1. ¢R pF NASgr�L�,
<br /> FLOOR FRAMING,GLUE&NAIL W/ 1Od® 6"OC y 7. ISOLATED POST BASE SHALL BE A SIMPSON'ABU'TO MATCH POST SIZE, UNO PER PLAN. # a
<br /> EDGES, 10d® 12"OC FIELD (UNBLOCKED),TYP `V' -S - I o 3. INDICATES TYPICAL HOLDOWN PER 6/S3.1 z
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<br /> LLL 4. CONTRACTOR TO COORDINATE HOEDOWN ANCHOR BOLTS WITH STEEL POST BASE PLATES. 37445
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<br /> 5. PROVIDE FULL HEIGHT SOLID BLOCKING OR DOUBLE JOISTS OVER SHEARWALLS AND BEARING �FC�STER`�'�
<br /> 3 c"i vo WALLS AT REPETITIVE FRAMING MEMBERS.AT SHEARWALLS AND BEARING WALLS PARALLEL TOION�'
<br /> FRAMING,ALIGN(1)JOIST OVER WALL(ADDITIONAL JOISTS MAY BE REQUIRED).
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<br /> --,_p C--- I I PROJECT#: 23-056
<br /> E RIDGE
<br /> DRAWN BY; TLT
<br /> DESIGNED BY: JAC
<br /> DATE: DESCRIPTION
<br /> p6,112023 REVISED PERMIT
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<br /> I II 5/S3.2 L�---_-
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<br /> NEVI NON-STRUCT �I
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<br /> EXIST NON-STRUCT I 6/S3.0
<br /> WALL PER ARCH,TYP 6/S3.0 HIGH,OPP TYP
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<br /> SHEET TITLE:
<br /> II R ,� 1�' STRUCTURAL
<br /> L__ __ _ _ ___ L}�__�_--_ --__ HDRPARTIAL FOUNDATION
<br /> _ _ _ _ _
<br /> 7 PT 2x8 LEDGER 4x10 J &ROOF FRAMING
<br /> ' :4x PLANS
<br /> 2x6 @ 24"OC
<br /> a SHEET NUMBER:
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<br /> CE"GRAIN PERPENDI
<br /> CULAR ULAR TO ROOF
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<br /> AMING, NAIL W/8d®6"OC EDGES,
<br /> ROOF FRAMING PLAN ® 12"OC FIELD(UNBLOCKED),TYP C� 2.0
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<br /> SCALE:1/4"= 1'-0" 0, 2, 4, �,
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