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FOUNDATION PIAN NOTES: FOUNDATION HOLD-DOWN SCHEDULE
<br /> DRAWING INDEX
<br /> 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.1 AND S1.2. �
<br /> ��,
<br /> S001 STRUCTURAL DRAWING INDEX, ABBREVIATIONS, GENERAL NOTES, AND SCHEDULES ANCHOR zO ��' `
<br /> � 2. VERIFY ALL DIMENSfONS AND ELEVATIONS WITH THE ARCHITECTURA� DRAWINGS.
<br /> NUMBFR c��= NAILS, SCREWS �
<br /> S001 STRUCTURAL SCNEDULES 3. CONTRACTOR SHALL LOCATE AND VERIFY THE FOLLOWING WITH OTHERS PRIOR TO POURING CONCRETE: ALL DOOR OPENINGS IN FOUNDATION WA�LS; DRAINS TYP�. STUDS/POST OR BOLTS DIAMETER TYPE �
<br /> AND SLOPES; BLOCKOUTS FOR PLUMBING, SPRINKLERS AND HVAC. ALL DUCTS, CHASES AND PIPES PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER U � ,�
<br /> S101 STRUCTURAL FOUNDATION PLAN, FLOOR FRAMING PLAN, AND ROOF FRAMING PLAN DRAWINGS. STAIR DETAILS AND GUARDRAILS PER ARCHITECTURAL DRAWWGS. CONCRETE CURBS AND LOCATIONS PER ARCHITECTURAL DRAWINGS. H1 STHD10RJ (2) 2x (24} 0.162'�0x3�/4 - - p
<br /> S201 STRUCTURAL DETAILS AND SECTIONS 4. TOP OF SLAB (T/SLAB) ELEVATION ASSUMED 0'-0". FOR ACTUAL T/SLAB ELEVATION REFER TO CIVIL AND ARCHITECTURAL DRAWINGS. PROVIDE 6 MIL VAPOR H2 HDU2 (2) 2x (6) SDS�/�x2�/2 5/8"� F1554
<br /> S202 STRUCTURAL DETAILS AND SECTIONS
<br /> BARRIER BELOW SLAB AT INTERIOR SPACES. PROVIDE FREE-DRAINING GRANULAR FILL. �
<br /> S203 STRUCTURAL DETAILS AND SECTIONS 5. TYPICAL TOP OF INTERIOR (T/INTERIOR} FOOTING ELEVATION = 0'-0", UNO. TYPICAL TOP OF EXTERIOR (T/EXTERIOR) FOOTING ELEVATIONS = 0'-0", UNO. NOTES: �
<br /> 6. ALL FOOTINGS AND SLABS TO BEAR ON COMPETENT NATIVE SOIL AND/OR STRUCTURAL FILL. SUBGRADE PREPARATION, STRUCTURAL FILL, FOOTING DRAINS, AND [1] PROVIDE PANEL EDGE NAILING PER SHEAR WALL SCHEDULE AT � "�
<br /> QTHER REQUIREMENTS AS NOTED IN THE STRUCTURAL GENERAL NOTES. HOLD-DOWN STUDS/POST. Q
<br /> 0
<br /> ABBREVIATIONS 7. CONTRACTOR TO VERIFY TOP OF CONCRETE (T/CONC) WALL ELEVATIONS. MAINTAIN T/WALL ELEVATION A MINIMUM OF 6" ABOVE FINISH GRADE. [2] NAIL LAMINATE MULTIPLE 2x STUDS WITH PLATE NAILING PER SHEAR I
<br /> WALL SCHEDULE.
<br /> 8. ALL WOOD EXPOSED TO CONCRETE, WEATHER, OR WITHIN 8 OF FINtSHED GRADE SHALL BE PRESSURE-TREATED.
<br /> [3] STUD WALLS SHALL BE 2x6, CENTER HOLD-DOWN IN STUD WALL.
<br /> ADD'L ADDITIONAL JST JOIST 9. MOISTURE PROOF ALL CONCRETE STEM WALLS. m
<br /> AFF ABOVE FINISH FLOOR JT JOINT
<br /> AISC AMERICAN INSTITUTE OF
<br /> STEEL CONSTRUCTION MAT'L MATERIAL I �
<br /> ALT ALTERNATE MAX MAXIMUM STUD AND SHEAR WALL PLAN NOTES: � � � y
<br /> P P R O X A P P R O X I M A T E M N M NN M U M TURER 1. L U M B E R G R A D E P E R S T R U C T U R A L G E N E R A L N O T E S. �'QPHRAGM SCHED�LE OO w
<br /> ASPH ASPHALT MISC MISCELLANEOUS NAILING AT BOUNDARY �
<br /> ASTM AMERICAN SOCIETY FOR � TYPE AND CONTINUOUS NAILING AT OTHER NAILING AT iNTERIOR PLYWOOD
<br /> TESTING MATERIAL NTS NOT TO SCALE 2. BALLOON FRAME ALL WALLS GREATER THAN ONE LEVEL WITH (2) 2x � 16'OC. PANEL EDGES PANEL EDGES PANEL SUPPORTS THICKNESS BLOCKING REVISIONS
<br /> �
<br /> � AT No. NUMBER 3. ALL INTERIOR NON-BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES.
<br /> NOM NOMINAL 1� 0.131"�x2�/2" NAILS � 6'�OC 0,131"�x2�/2'� NAILS � 6"OC 0.131"�x2�/2" NAILS � 12"OC 7/16" NO
<br /> BTWN BETWEEN 4. HEADERS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (1} TRIMMER AND (1) KING STUD MINIMUM, UNO.
<br /> BLDG BUILDING 0� OVER � � ,�',;,���' �
<br /> » , , � � ,� „ �, �� , � ,,,;t,
<br /> BLK'G BLOCKING OC ON CENTER 2 0.148 �x3' NAILS � 6'OC 0.148'�x3' NAILS (� 6 OC 0.148 �x3 NAILS � 12 OC 23/32' NO
<br /> BM BEAM OPP OPPOSITE 5. BEAMS SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (2) BUNDLED STUDS MINIMUM, UNO.
<br /> BOT BOTTQM OF 6. SHEAR WALL AND NAILING RE UIREMENTS PER SHEAR WA L S
<br /> BOC
<br /> BOTTOM OF CONCRETE PERF PERFORATED
<br /> Q L CHEDULE.
<br /> BRG BEARING PL PLATE 7, ALL EXTERIOR WALLS TO BE SHEAR WALL TYPE � UNO.
<br /> PLWD PLYWOOD 0
<br /> CIP CAST IN PLACE PT PRESERVATIVE TREATED
<br /> � CENTERLINE PVC POLY VINYL CHLORIDE 3 DESIGN LOADS:
<br /> CLG CEILING 8, � INDICATES HOLD-DOWN TYPE PER HOLD-DOWN SCHEDULE. [CIRCLED NUMBER INDICATES NUMBER OF TRIM STUDS REQUIRED AND BOTTOM f�IUMBER
<br /> CLR CLEAR R RADIUS INDICATES NUMBER OF FULL HEIGNT KING STUDS REQUIRED IN ADDITION TO BUNDLED OR TRIM STUDS OR POSTS SHOWN ON PLAN. DEAD LOADS
<br /> COL COLUMN REF REFERENCE � � ROOF 15 PSF
<br /> COMP COMPOSITION REINF RE{NFORCEMENT FLOOR 10 PSF
<br /> CONC CONCRETE REQ'D REQUIRED EX7ERIOR WALLS 12 PSF
<br /> CONN CONNECTION RE7 RETAINING INTERIOR WALLS 8 PSF
<br /> CONST CONSTRUCTION RO ROUGH OPENING FLOOR FRAMING PLAN NOTES:
<br /> CONT CONTINUOUS LIVE LOADS
<br /> SCHED SCHEDULE 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.1 AND S1.2. ROOF 20 PSF
<br /> DBL DOUBLE SEC SECTION
<br /> DEMO DEMOLISH SNT SHEET 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS, [ALL EXISTING DIMENSIONS SHALL BE �IELD VERIFIED.] FLOOR 40 PSF
<br /> DIA OR � DIAMETER ' RISK CATEGORY �� � � , ;I,I
<br /> � DIM pIMENSION SHT G SHEATHING
<br /> SIM 51MILAR 3. FLOOR SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES. SHEATNING TO BE GLUED AND NAILED TO FRAMING WITH 0.148 �x3 NAILS C� 6 OC AT PANEL
<br /> DN DONlN SOG SLAB ON GROUND EQGES AND Q 12"OC FIELD, UNO. LAY SHEATHING WITH FACE GRAW (LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL ENQ JOINTS. SNOW LOAD
<br /> DRY DRYER SPA SPACE, SPACING ALLOW �/g" SPACE BETWEEN PANEL ENDS AND EDGES.
<br /> GROUND SNOW LOAD 15 PSF �,R G.
<br /> DTL DETAIL SQ SQUARE � �I
<br /> DWG DRAWING STD STANDARD EXPOSURE COEFFICIENT, Ce 1,0 �,15 oF r�'As�f IY�.
<br /> 4. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER THERMAL COEFFICIENT, Ct 1.0 � �w ., G �
<br /> EA EACH STL STEEL ,
<br /> STRUCT STRUCTURAL ARCHITECTURAL DRAWINGS. SNOW LOAD IMPORTANCE FACTOR, Is 1.0 ,,� ��' �02 � `�;:�
<br /> ROOF SNOW LOAD 25 PSF � � x, �,
<br /> EF EACH FACE SYM SYMMETRICAL 5. ALL WOOD EXPOSED TO CONCRETE, WEATHER, OR WITHIN 8" OF FINISHED GRADE SHALL BE PRESSURE-TREATED. WIND LOADS � �U w� �
<br /> EL OR ELEV ELEVATION
<br /> ELEC ELECTRIC/ELECTRICAL T&B TOP AND BOTTOM BASIC WIND SPEED 110 MPH �.t� �T�R 79 �'w�
<br /> EXT EXTERIOR TEMP TEMPORARY 6. HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE 4x8 MINIMUM. HEADER SUPPORTS PER STUD AND SHEAR WALL PLAN ON FLOOR BELOW. B �
<br /> WIND EXPOSURE
<br /> EQ EQUAL THRU THROUGH 7. PROVIDE FULI HEIGHT SOLID BLOCKING OR DOUBLE JOISTS UNDER ALL SHEAR WALLS AND BEARING WALLS. AT SHEAR WALLS PARALLEL TO FRAMING, ALIGN TOPOGRAPHIC FACTOR, Kzt 1.0 ,
<br /> EQUIV EQUNALENT TO TOP OF
<br /> EW EACH WAY TOC TOP OF CONCRETE (1) JOIST OVER SHEAR WALL (ADD1710NAL JOISTS MAY BE REQUIRED). SEISMIC LOADS O� 31 2O�8 �;
<br /> EXIST OR (E) EXISTING TOW TOP OF WALL � MAPPED SPECTRAL RESPONSE ACCELERATION �
<br /> EXT EXTERIOR TYP TYPICAL 8. ALL RIM JOISTS TO BE 1 /4 LSL MiNIMUM UNO. SHORT PERIOD, Ss 1.50g o0 0o cp
<br /> • 1 SECOND PERIOD, S1 0.60g O o 0
<br /> FF FINISH FLOOR UNO UNLESS NOTED OTHERWISE 9. PROVIDE DOUBLE JOISTS AROUND ALL FLOOR AND ROOF OPENINGS GREATER THAN 24 ON ONE SIDE. SITE CLASS D � N � N `L N
<br /> , FIN FINISH SPECTRAL RESPONSE COEFFIGENTS � o � o U o
<br /> FLR FLOOR VERT VERTfCAL 10. BEARING STUD, SHEAR WALL, HOLD-DOWN, POST SIZE, AND POST CAP AND BASE REQUIREMENTS BELOW PER STUD AND SHEAR WALL PIAN ON FLOOR BELOW. SHORT PERIOD, Sds 1.0 -' �, Q ` Q �
<br /> FND FOUNDATION VTO VENT TO OUTSIDE 1 SECOND PERIOD, Sd1 0.6 0 0 0
<br /> FRM FRAMING SEISMIC DESiGN CATEGORY D
<br /> FND FOOTING W/ WITN BASIC SEISMIC-FORCE-RESISTING SYSTEM
<br /> FV FIELD VERIFY WASH WASHER ROOF FRAMING PLAN NQTES: BEARING WALL SYSTEM W/ LIGHT-FRAMED WALLS >-
<br /> WDW WINDflW WITH PLYWOOD SHEATHING >- 0° m
<br /> GA GAUGE WHF WHOLE HOUSE FAN 1, STRUCTURAL GENERAL NOTES, QESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.1 AND S1.2. RESPONSE MODIFICATION FACTOR, R 6.5 z � � ,
<br /> GALV GALVANIZED WWR WELDED WIRE REINFORCEMENT ANALYS�S PROCEDURE 3
<br /> GWB GYPSUM WALL BOARD > EQUIVALENT LATERAL FORCE METHOD � Q w Q = Q �
<br /> 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT S DRAWINGS. SEISMIC IMPORTANCE FACTOR, le 1.0 � � � � U � '
<br /> HDR HEADER 3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRlNKLER DRAWINGS. STAIR DETAILS AND GUARDRAILS PER SEISMIC RESPONSE COEFFICIENT, Cs 0.154
<br /> HORIZ HORIZONTAL
<br /> HWT HOT WATER TANK ARCHITECTURAL DRAWINGS. BASE SHEAR
<br /> 3 KIP
<br /> IBC INTERNAT�ONAL BUILDING 4. ROOF SHEATHING PER PLAN AND S7RUCTURAL GENERAL NOTES. SHEATHING TO BE NAILED TO ROOF FRAMING WITH 0.131'��x2�/2" NAILS � 6"OG AT PANEL �
<br /> CODE EDGES AND � 12"OC FIELD, UNO. lAY SHEATHING WITH FACE GRAIN (LaNG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. Z Z �
<br /> INT INTERIOR ALLOW �/g" SPACE BETWEEN PANEL ENDS AND EDGES. PRQVIDE PANEL SHEATHING CLIPS CENTERED BETWEEN FRAMING AT UNBLOCKED SHEATHING EDGES o w O W
<br /> AS REQUIRED BY ROOFING WAR R A N T Y. � ] E,_,_
<br /> Q Q � ,
<br /> 5. HE A D E R S S H O W N B U T N O T S P E C I F I E D A R E T O B E 4 x 8 M I N I M U M. H E A D E R S U P P O R T S P E R S T U D A N D S H E A R W A L L P L A N O N F L O O R B E L O W. � Q p > Z
<br /> C O D E S A N D S T A N D A R D S 6. PROVIDE SIMPSON H1 TIES AT ALL ROOF TRUSSES. a O � � ,J
<br /> 1 . INTERNATIONAL BUILDING CODE 2015 7. PROVIDE SOLID BLOCKING OVER ALL SHEAR WALLS AND BEARING WALLS, AT SHEAR WALLS PARALLEL TO FRAMING, ALIGN TRUSS OVER SHEAR WALL J Q 3 m �
<br /> (A D D I T I O N A L T R U S S E S M A Y B E R E Q U I R E D), � � � Q W
<br /> 2. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ASCE 7-10 Q w � Q w
<br /> T R U S S F R A M I N G P L A N N O T E S: 3 > �y_ �
<br /> 3. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 318-14 W
<br /> � o � �
<br /> 4, NATIONAL DESIGN SPECIFICATIONS FOR WOOn CONSTRUCTION, AWC NDS 2012 1. FLOOR AND ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING CRITERIA: Z � U z
<br /> � � Q
<br /> • ROOF SYSTEM TO BE SUPPLIER DESIGNED. ROOF PLAN SHOWN IS A SUGGESTED LAYOUT. CHANGES MUS7 BE � �
<br /> 5. SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC, ANSI�AFc�CPA SDPWS-2Q14 SUBMITTED TO THE ENGINEER-OF-RECORD THRU THE ARCHITECT WITH BEARING POINTS AND REACTIONS TO �,._
<br /> STRUCTURE.
<br /> �
<br /> • TRUSS LAYOUT SHOWN IS APPROXlMATE. TRUSS SUPPLIER IS RESPONSIBLE FOR FINAL TRUSS LAYOUT AND
<br /> CONFIGURATION. NOTIFY ENGINEER OF REVISIONS TO PLAN. JOB NAME 8� gHEET TITLE
<br /> TRUCTURAL SAWN LUMBER AND TIMBER • DESIGN LOADS AND SUBMITTAL INFORMATION PER STRUCTURAL GENEF�AL NOTES.
<br /> ADDRESS
<br /> 1 . 2x LUMBER SHALL BE HEM FIR #2 OR BETTER EXCEPT WALL STUDS MAY BE HEM FIR STUD GRADE WHERE NOT . ROOF TRUSSES SHALL BE DESIGNED FOR ADDITIONAL LOADS FROM MECHANICAL UNITS AND PIPING. CONTRACTOR TO PROVIDE THE TRUSS SUPPLIER WITH � �O�
<br /> SPECIFIED ON THE PLANS. LOCATIONS AND SUPPORT CONDITIONS OF ALL MECHANICAL, ELECTRICAL, PLUMBING, AND SPRINKLER LOAQS. SPECIAL TRUSS SHAPES AND OPENING JOB NUMBER
<br /> REQUIREMENTS ARE AS DESIGNATED ON PLANS.
<br /> 2. 4X LUMBER SHALL BE DOUGLAS FIR LARCH �1 OR BETTER • PROVIDE SIMPSON H1 HURRICANE TIES AT ALL ROOF TRUSSES.
<br /> 3. 6x TIMBER SHALL BE DOUGLAS FIR LARCH �1 OR BETTER
<br /> • TRUSS HANGERS SHALL BE SUPPLIED AND DESIGNED BY THE TRUSS SUPPLIER. � � SOO �
<br /> ��� � �� .�������
<br /> • TRUSS MANUFACTURER TO DESIGN BEARING AT TOP PLP,TES FOR COMPRESSION PERPENDICULP,R TO GRAIN f'c = 405psi. �������� ��� ������
<br /> SHEET NUMBER
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