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SHEARWALL COMPONENT TABLE
<br />1/2" A.B. 0.148" P-NAIL 0.148- P-NAIL SIMPSON A35/
<br />COMPONENTS PL TO CONC. BOT PL TO PL TOP PL TO PL A35F/LS50 CLIP
<br />MARK SPACING SPACING SPACING SPACING
<br />(IN) IN (IN) IN
<br />A 7/16" OSB, BLOCKED, W/ 0.131" DIA P-NAILS @ 6" O.C. 36" O.C. 4" O.C. 6" O.C. 24" O.C.
<br />/ @ PANEL EDGES AND 0 12" O.C. @ FIELD
<br />2 ROWS,
<br />zk 7/16" OSB, BLOCKED, W/ 0.131" DIA P-NAILS @ 4" O.C. 24" O.C. STAGGERED, 4" O.C. 16" O.C.
<br />@ PANEL EDGES AND 0 12" O.C. @ FIELD 5' O.C.
<br />2 ROWS,
<br />Q 7/16" OSB, BLOCKED, W'/ 0.131" DIA P-NAILS @ 3" O.C. 18" O.C. STAGGERED, 3" O.C. 12" O.C.
<br />@ PANEL EDGES AND 0 12" O.C. 0 FIELD 4" O.C.
<br />3 ROWS, 2 ROWS,
<br />�� 7/16" OSB, EACH SIDE, BLOCKED, W/ 0.131" DIA P-NAILS 9" O.C. STAGGERED, STAGGERED, 6" O.C.
<br />@ 3" O.C. @ PANEL EDGES AND @ 12" O.C. 0 FIELD 3" O.C. 3" O.C.
<br />5/8" GSB @ EXTERIOR, UNBLOCKED W/ TYPICAL NAILS 0 7" U.C. 30" O.C. 3" O.C. 5" O.C. 18" O.C.
<br />A AND 5/8" GWB @ INTERIOR ,BLOCKED W/ TYPICAL NAILS @ 4" O.C.
<br />5/8" GSB @ EXTERIOR, BLOCKED W/ TYPICAL NAILS @ 4" O.C. 2 ROWS,
<br />Q 24' O.C. STAGGERED, 4" O.C. 16" O.C.
<br />AND 5/8" GWB @ INTERIOR , BLOCKED W/ TYPICAL NAILS @ 4' O.C. 5" O.C.
<br />© 5/8" GWB, ONE SIDE, UNBLOCKED W/ TYPICAL N^.ILS @ 7" O.C. 60" O.C. 8" O.C. 12" O.C. 45" O.C.
<br />5/8" GWB, ONE SIDE, BLOCKED W/ TYPICAL NAILS rs 4" O.C. 48" O.C. 5" O.C. 8" O.C. 30" O.C.
<br />0 2 LAYERS 5/8" GWB, ONE SIDE, BLOCKED WITH 6d NAILS 36" O.C. 3-1/2" O.C. 5-1/2" O.C. 18" O.C.
<br />@ 9" O.C. BASE PLY AND 8d NAILS @ 7" O.C. FACE PLY
<br />OK 5/8" GWB, EACH SIDE, UNBLOCKED W/ TYPICAL NAILS @ 7" O.C. 36" O.C. 4" O.C. 6" O.C. 24" O.C.
<br />2 ROWS,
<br />AL 5/8" GWB, EACH SIDE, BLOCKED W/ TYPICAL NAILS @ 4" O.C. 24' O.C. STAGGERED, 4" O.C. 16" O.C.
<br />5" O.C.
<br />3 ROWS, 2 ROWS,
<br />A 7/16" OSB, EACH SIDE, BLOCKED, W/ 0.131" DIA. P-NAILS @ 12" O.C. STAGGERED, STAGGERED, 8" O.C.
<br />4" O.C. @ PANEL EDGES & 12" O.C. @ FIELD 3-1/2" O.C. 4" O.C.
<br />3 ROWS, 2 ROWS,
<br />7/16" OSB, BLOCKED, W/ 0.148- DIA. P-NAILS @ 2" O.C. 12' O.C. STAGGERED, STAGGERED, 8" O.C.
<br />@ PANEL EDGES & 12" O.C. @ FIELD (SEE NOTE 13 BELOW) 3-1/2" O.C. 4" O.C.
<br />NOTE: NAILS LISTED IN TABLE REPRESENT INDUSTRY STANDARD
<br />NAILS COMMONLY AVAILABLE. IF CONTRACTOR CAN
<br />PROCURE LONGER NAIL LENGTHS THEN PLATE TO PLATE
<br />SPACING MAY BE INCREASED. CONTACT ENGINEER IF
<br />LONGER LENGTHS ARE USED.
<br />BOT E TO T DASHED LINE INDICATES
<br />NAILING PER III ii PARTY WALL CONDITION
<br />SW TABLE II I @ SW TYPE "N"
<br />3 ROWS @ HIGHLY II
<br />LOADED WALLS, BOT E TO E NAILING
<br />BOTTOP,1 PLATE MINIMUM OF 3" O.C.
<br />II
<br />CONNECTION 1 1/2" ii
<br />3/4„
<br />"Ir TOTAL=2-1 /4" 0.148"0 x 3-1 /4" - SIMPSON LS50
<br />SIMPSON A35 CLIP LONG P-NAIL @ PER SW TABLE
<br />OR TOP E TO E 2 ROWS OF BLOCKING -y 6" O.C. THRU TOP
<br />NAILS PER SW OR RIM JOIST * & BOTTOM FLANGE
<br />TOP PLATE TOP PLATE__4 �-- SIMPSON A35F
<br />CONNECTION CONNECTION ,� CLIP PER SW
<br />TOP R TO E TOP E TO E
<br />NAILING PER 2x6 WALL TOP E TO E - NAILING PER TABLE
<br />NAILING PER 2x6 WALL SW TABLE
<br />SW TABLE SW TABLE ABOVE
<br />ABOVE ABOVE
<br />INr HIGH LOAD SHEARWALLS FYT- HIGH LOAD SHEARWALLS
<br />TYPICAL SHEARWALL W MULTIPLE ROWS OF BLKG W1 MULTIPLE ROWS OF BLKG
<br />N.T.S. N.T.S. (SHEARWALL TYPE 1d & N) N.T.S. (SHEARWALL TYPE D & M)
<br />TYPICAL
<br />NOTES:
<br />1. ALL NAILING PER UBC TABLE 25-1 OR TABLE 23-1-0. USE 6d WALLBOARD OR COOLER NAILS W/ 5/8" GWB AND 5d
<br />WALLBOARD OR COOLER NAILS WITH 1/2" GWB. USE NO. 11 GAUGE 1-3-4" LONG, 7/16" HEAD, DIAMOND PT,
<br />GALVANIZED NAIL WITH 1/2" GSB.
<br />2. ICBO APPROVED EXPANSION ANCHORS MAY BE USED IN LIEU OF 1/2" ANCHOR BOLTS. MINIMUM EMBEDMENT OF 2-3/4".
<br />3. IF CALLOUT REQUIRES BLOCKING, SHEATHING MAY BE PLACED WITH THE LONGITUDINAL DIRECTION VERTICAL.
<br />STUDS AND PLATES WILL BE CONSIDERED TO ACT AS BLOCKING.
<br />4. WALL SHEATHING CALLED OUT SHALL EXTEND FOR ENTIRE WALL LENGTH AT THAT ELEVATION AND SHALL
<br />BE CONTINUOUS AROUND OPENINGS TYPICALLY
<br />5. 0.131" P-NAILS ARE TO BE 2-1/2" IN LENGTH IN SHEATHING APPLICATIONS . 0.148" P-NAILS ARE TO BE MINIMUM
<br />OF 2-3/8" IN LENGTH IN SHEATHING APPLICATIONS AND 3-1/4" IN FRAMING APPLICATIONS. NAILS SHALL BE
<br />NSTALLED SO AS TO NOT SPLIT THE TIMBER FRAMING
<br />SIMPSON A35/A35F/LS50 CLIP ANGLES SPALL BE INSTALLED WITH THE APPROPRIATE FASTENERS PER THE MANUFACTURER'S
<br />SPECIFICATIONS. OPTIONAL TO TO P-NAILS WHERE SHOWN.
<br />WHERE ANCHOR BOLTS ARE DAPPED INTO THE 2X PLATE, DECREASE BOLT SPACING BY 6" U.N.O. OPTIONAL TO
<br />)AP FLOOR SHEATHING AND USE ANCHOR BOLT SPACING IN TABLE ABOVE.
<br />SPACING SHOWN ABOVE FOR ANCHOR BOLTS, NAILING AND CLIPS IS MAXIMUM AMOUNT ALLOWED.
<br />WHERE PANELS ARE APPLIED ON BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT
<br />-RAMING MEMBERS. OPTIONAL TO NOT OFFSET PANEL JOINTS AND USE 3x- STUDS AND STAGGER NAILS ON
<br />-ACH SIDE OR USE (2)2x- STUDS AT PANEL JOINTS.
<br />SEE TABLE BELOW FOR OPTIONAL USE OF 16d COMMON OR 0.162" DIAMETER x 3-1/2" LONG P-NAILS IN
<br />'LACE OF 0.148" DIAMETER P-NAILS.
<br />JSE DOUBLE RIM JOIST, BLOCKING OR RIM BOARD MEMBER DUE TO PLATE TO PLATE NAILING REQUIREMENTS.
<br />JSE TJI; 25DF MEMBERS FOR RIM JOIST OR BLOCKING IN THESE WALLS.
<br />TOENAIL SPACING: MULTIPLE ALL PLATE TO PLATE SPACING BY 0.80 TO GET TOENAIL SPACING. MINIMUM
<br />TOENAIL SPACING 3" O.C..
<br />USE 3x- NOMINAL MEMBERS AT PANEL JOINTS IN WALLS W/ 10d OR 0.148"0 P-NAILS @ 2" O.C. AND STAGGER NAILS
<br />TO AVOID SPLITTING OF WOOD.
<br />)MMON
<br />NAIL SUBSTITUTION
<br />TABLE
<br />EQUIVALENT
<br />15d COMMON SPACING OR 0.162 x 3-1
<br />2 DIA P-NAILS
<br />MULTIPLY THE
<br />VALUES SHOWN IN THE SHEARWALL TABLE BY
<br />1.1 FOR BOTTOM PLATE TO PLATE AND TOENAIL SPACING @
<br />TOP PLATE &
<br />1.33 FOR BOTTOM PLATE CONNECTIONS.
<br />16d COMMON NAILS NOT SPECIFIED BY TRUS JOIST MACMILLIAN
<br />FOR USE
<br />IN THEIR PRODUCTS.
<br />CONTACT TRUS JOIST REPRESENTATIVE FOR APPROVAL
<br />PRIOR TO USING
<br />16d COMMON NAILS IN PROJECT.
<br />FLOOR & ROOF
<br />FRAMING NOTES
<br />1.
<br />ALL HEADERS TO BE A MINIMUM OF 4x8 #2-FIF FOR EXTERIOR
<br />8.
<br />T`'PICAI_ WALL TOP PLATE SPLICE SHALL BE PER DETAIL 4/S13.
<br />AND INTERIOR UNLESS NOTED OTHERWISE ON THE PLANS.
<br />NOTE THAT TYPICALLY TOP PLATE IS TO BE CONTINUOUS OVER
<br />ALL BEAMS, HEADERS, AND GIRDER TRUSSES (@ BEARING WALLS)
<br />ALL HEADERS OR BEAMS. WHERE DOUBLE PLATE IS NOT
<br />CONTINUOUS OVER BEAMS, PROVIDE SIMPSON ST6236 STRAP
<br />ARE TO BE SUPPORTED BY (1) 2x BEARING STUD ,AND (1) 2x
<br />FROM BEAM TO TOP PLATE OR BEAM UNLESS NOTED
<br />JAMB STUD UNLESS NOTED OTHERWISE.
<br />OTHERWISE ON THE PLANS.
<br />2.
<br />TYPICAL BEARING WALLS ARE SHOWN HATCHEDON PLANS.
<br />ARE TO BE 2x6 STUD
<br />9.
<br />TRUSS AND JOIST LOCATIONS ARE SCHEMATICALLY SHOWN ON
<br />UNLESS NOTED OTHERWISE EXTERIOR WALLS
<br />O.C.. ALL INTERIOR WALLS ARE TO BE 2x4
<br />THE PLANS. IT IS NOT THE INTENT OF THE STRUCTURAL PLANS
<br />GRADE HEM FIR @ 16'
<br />STUD GRADE HEM FIR @ 16" O.C. EXCEPT AS NOTED ON SHEET S1
<br />TO GRAPHICALLY LOCATE ALL FRAMING MEMBERS EXCEPT WHERE
<br />STRUCTURAL NOTES.
<br />CALLED OUT. THE CONTRACTOR IS RESPONSIBLE FOR SPACING
<br />FRAMING MEMBERS AS NOTED ON THE PLANS AND GENERATING
<br />3.
<br />ALL ROOF TRUSSES ARE TO BE ENGINEERED BY OTHERS. ALL
<br />MEMBER LAYOUT FOR SHOP DRAWINGS AND QUANTITY TAKEOFFS.
<br />HANGERS SHALL BE BY OTHERS. THE TRUSS MANUFACTURER
<br />PROVIDE CONNECTION HARDWARE TO CARRY ROOF DEAD &
<br />10.
<br />TYPICAL FLOOR JOISTS SHALL 11-7/8" TJI/15DF AS
<br />SHALL
<br />LIVE LOAD TO LOAD CARRYING MEMBER. TYPICAL ROOF TRUSS
<br />MANUFACTURERED BY TRUS JOIST MACMILLIAN OR EQUIVALENT.
<br />SHALL ALIGN DIRECTLY OVER SHEARWALLS AND BE CAPABLE OF
<br />MANUFACTURER SHALT_ SUBMIT SHOP DRAWINGS OF ALL
<br />TRANSFERING 250 PLF FROM TOP CHORD OF TRUSS TO THE TOP
<br />TRUSS LAYOUTS / DESIGNS FOR APPROVAL PRIOR TO
<br />OF THE SHEARWALL. SEE ARCHITECTURAL ROOF PLAN FOR
<br />FABRICATION. TRUSS LAYOUT SHALL BE COORDINATED WITH
<br />VENTILATION REQUIREMENTS AND VENT DETAIL.
<br />MECHANICAL CONTRACTOR / ARCHITECT FOR ALL MECHANICAL
<br />AND ELECTRICAL PENETRATIONS THROUGH THE FLOOR.
<br />4.
<br />TYPICAL SHADED AREAS AT ROOF INDICATES TRUSS OVERFRAMING
<br />TYPICALLY PROVIDE BLOCKING (ON EDGE) OR ALIGN JOIST
<br />ALL HANGERS AND WEB STIFFENERS
<br />OR STICK OVERFRAMING. STICK OVERFRAMING SHALL BE 2x8
<br />BELOW SHEAR WALLS ABOVE.
<br />SHALL BE PER THE JOIST MANUFACTURER.
<br />@ 24" O.C. TO 11'-O" SPAN AND 2x8 @ 16" O.C. TO 13'-6" SPAN.
<br />OVERFRAMING SHALL OCCUR OVER TYPICAL ROOF SHEATHING.
<br />11.
<br />PSL, ML & LSL INDICATES BEAM, AM BEAM OR
<br />EXTEND PLYWOOD SHEATHING UNDER OVERFRAMING. VENTING
<br />TRUSPARAJOIST. OPTIONAL
<br />TIMBERSTRAND BEAM PER TRUS JOIST. OPTIONAL TO USE
<br />PER ARCH.
<br />EQUIVALENT BEAM.
<br />5.
<br />TYPICALLY PROVIDE SIMPSON H2.5 HURICANE ANCHOR AT EVERY
<br />12
<br />HD-X INDICATES A HOLDOWN PER THE HOLDOWN TABLE.
<br />TRUSS TO TOP PLATE AT THE EXTERIOR.
<br />INSTALL PER THE MANUFACTURERS GUIDELINES.
<br />6.
<br />PLACE LONG DIRECTION OF ALL PLYWOOD SHEETS PERPENDICULAR
<br />13.
<br />SEE SHEET S1A & S13 FOR TYPICAL LATERAL DETAILS.
<br />TO TRUSS OR JOIST DIRECTION. IF BLOCKING REQUIRED, INSTALL
<br />FLATWISE 2x- BLOCKING PER STANDARD CONSTRUCTION PRACTICES
<br />14.
<br />LFA STANDS FOR LOAD FROM ABOVE.
<br />OR METAL STRAP & STAPLES PER DETAIL 16/S13.
<br />7.
<br />A DENOTES THE SHEARWALL (S.W.) CONSTRUCTION PER
<br />15.
<br />SEE THE GENERAL STRUCTURAL NOTES SHEET S1 & S1A FOR
<br />THE SHEARWALL COMPONENT TABLE. SHEARWALL CONSTRUCTION
<br />ADDITIONAL INFORMATION.
<br />SHALL OCCUR FOR THE ENTIRE WALL LINE FOR WHICH IT IS
<br />CALLED OUT AND IS SHOWN DOTTED -• • • • • • • • • ON THE PLANS.
<br />SEE DETAIL 12/S13 FOR TYPICAL SHEARWALL SHEATHING LAYUP.
<br />HOLDOWN TABLE
<br />HD-1 (1) SIMPSON HPAHD22 NAILED TO (2) 2x- STUDS. OPTIONAL TO USE MTT28B W/
<br />NAILS THRU (2) 2x- STUDS & SSTB16 W/ MIN EMBEDMENT OF 12". MUST USE
<br />MTT28B WHEN HPAHD22 IS LESS THAN 4' FROM EDGE OF CORNER.
<br />HD-2 (1) SIMPSON MST37 STRAP FROM (2) 2x- STUDS P.BOVE TO (2) 2x- STUDS BELOW.
<br />HD-3 (1) SIMPSON MST48 STRAP FROM (2) 2x- STUDS ABOVE TO (2) 2x- STUDS BELOW.
<br />HD-4 (2) SIMPSON MST37 STRAPS FROM (3) 2x- STUDS ABOVE TO (3) 2x- STUDS BELOW.
<br />HD-5 (2) SIMPSON MST48 STRAPS FROM (3) 2x- STUDS ABOVE TO (3) 2x- STUDS BELOW.
<br />HD-6 (2) SIMPSON MST60 STRAPS FROM (3) 2x- STUDS ABOVE TO (3) 2x- STUDS BELOW.
<br />HD-7 SIMPSON HD8A W/ BOLTS THRU (2) 2x- STUDS. USE 7/8"0 HEX HEAD BOLT AS
<br />ANCHOR W/ MIN OF 11" EMBEDMENT IN FOUNDATION. (USE ASTM A307 BOLT
<br />OR EQUIVALENT).
<br />HD-8 SIMPSON HD8A W/ BOLTS THRU (3) 2x- STUDS. USE SIMPSON SSTB28 ANCHOR W/
<br />MIN OF 24" EMBEDMENT IN FOUNDATION. OPTIONAL TO USE SIMPSON HD14A W/
<br />BOLTS THRU (3) 2x- STUDS W/ 1"0 A36 THREADED ROD W/ 15" EMBEDMENT AT
<br />FOUNDATIONS W'/ LIMITED EMBEDMENT LENGTHS. USE (2) NUTS AND A WASHER AT
<br />THE BOTTOM OF THE EMBEDDED PORTION OF THE ROD. ALSO OPTIONAL TO USE HD8A
<br />AS NOTED W/ 7/8"0 THREADED ROD W/ RAWL POWER FAST W/ B" EMBEDMENT @
<br />INTERIOR LOCATIONS ONLY.
<br />HD-9 SIMPSON HD10A W/ BOLTS THRU (3) 2x- STUDS. USE SIMPSON SST828 ANCHOR W/
<br />MIN OF 24" EMBEDMENT IN FOUNDATION. OPTIONAL TO USE 7/8"0 A36 THREADED ROD
<br />W/ SIMPSON "SET" EPDXY -TIE ADHESIVE WITH 15" MIN EMBEDMENT INTO CONCRETE.
<br />HD-10 SIMPSON HD14A W/ BOLTS THRU 6x6 POST. USE 1"0 A36 THREADED ROD
<br />MIN OF 24" EMBEDMENT IN FOUNDATION. OPTIONAL TO USE 1"0 A36 THREADED ROD
<br />W/ SIMPSON "SET" EPDXY -TIE ADHESIVE WITH 15" MIN EMBEDMENT INTO CONCRETE,
<br />NOTE: INSTALL ALL COMPONENTS PER THE MANUFACTURERS GUIDELINES TO THE TIMBER FRAMING.
<br />HD-* INDICATES HOLDOWN AT END OF WALL TO BEAM BELOW (NOT USED ON THIS
<br />PROJECT)
<br />7/16" OSB ROOF
<br />SHEATHING
<br />0.131"0 P-NAILS
<br />@ 6" O.C.
<br />2x BLKG BTWN -
<br />TRUSSES
<br />FASCIA PER ARCH
<br />0.148"0 P--NAIL E TO IE
<br />NAILING PER SW TABLE
<br />WALL COMPONENT
<br />PER SW TABLE &
<br />ARCH TYPICAL
<br />WALL ASSEMBLY
<br />0.148"0 P-NAIL TOENAILING
<br />OR SIMPSON A35 CLIPS
<br />PER SW TABLE
<br />SIMPSON H2.5 @ EACH
<br />ROOF TRUSS
<br />2x4 0 16" O.C.
<br />U.N.O.
<br />GARAGE EAVE
<br />FOOTING TABLE
<br />MARK
<br />SIZE
<br />COMPONENT
<br />F2.0
<br />2'-0"
<br />x 2'-0"
<br />x 12"
<br />(2)-#4 EA.
<br />WAY
<br />F2.H
<br />2'-0"
<br />x 2'-0"
<br />x 15"
<br />(2)-#4 EA.
<br />WAY
<br />F2.5
<br />2'-6"
<br />x 2'-6"
<br />x 12"
<br />(3)-#4 EA.
<br />WAY
<br />F3.0
<br />3'-0"
<br />x 3'-0"
<br />x 12"
<br />(3)-#4 EA.
<br />WAY
<br />F3.5
<br />3'-6"
<br />x 3'-6"
<br />x 12"
<br />(4)-#4 EA.
<br />WAY
<br />F2x3
<br />2'-0"
<br />x 3'-0"
<br />x 12"
<br />(2)-#4 LONG DIR.
<br />(3)-#4 SHURT DIR.
<br />FOUNDATION NOTES
<br />1. TY1ICAL DIMENSIONS ARE TO FACE OF WALL OR TO CENTERLINE
<br />OF COLUMN OR FOOTING. VERIFY ALL DIMENSIONS AND ELEVATIONS
<br />WITH THE ARCHITECT. AREAS SHADED ON THE PLANS INDICATE
<br />FLOOR AREAS WHERE ELEVATIONS CHANGE. SEE ARCHITECTURAL
<br />SHEETS FOR FLOOR ELEVATIONS.
<br />2. PROVIDE FOOTING SUBSTRATE PREPARATION PER THE S011_S REPORT
<br />BY NELSON - COUVRETTE & ASSOC., INC., DATED 2-14-97.
<br />3. STEP FOOTINGS AS SITE CONDITIONS REQUIRE PER DETAIL 6/S6.
<br />TYPICAL EXTERIOR FOOTING AND STEMWALL PER CONCRETE DETAILS
<br />ON SHEET S6.
<br />4. TYPICAL ISOLATED FOOTINGS (F-X.X) SHALL BE CONSTRUCTED PER
<br />DETAIL 15/S6. REFER TO TABLE FOR REQUIRED DIMENSIONS AND
<br />REINFORCEMENT.
<br />5. EXTEND ALL CONTINUOUS FOOTINGS AT END WALLS 1'-O" MINIMUM
<br />BEYOND END OF ALL BEARING WALLS AND SHEARWALLS (TYPICAL).
<br />6. TYPICALLY MATCH FOOTING DOWELS WITH WALL DOWELS UNLESS
<br />NOTED OTHERWISE.
<br />7. PLACE ALL REINFORCEMENT PER THE TYPICAL DETAILS AND
<br />DETAIL 5/S6. MINIMUM BAR BENDS SHALL BE PER DETAIL 12/S6.
<br />8. FLOOR SLABS - 4" CONC. SLAB ON GRADE OVER 2"
<br />WASHED SAND (OR PER ARCH / OWNER) OVER 6 MIL VAPOR BARRIER
<br />OVER 6" FREE DRAINING MATERIAL (TYPICAL). SEE GENERAL NOTES
<br />AND/OR RECOMMENDATIONS PER GEOTECHNICAL ENGINEER. PROVIDE
<br />CONTROL / CONSTRUCTION JOINTS PER DETAIL 7/S6 AT THE DIRECTION
<br />OF THE ARCHITECT. STAIRS ON GRADE SHALL BE CONSTRUCTED PER
<br />DETAIL 9/S6.
<br />9. ALL THICKENED EDGE SLABS SHALL BE 8" WIDE x 8" DEEP W/
<br />OTHERWISE. I IBS AR CONTINUOUS
<br />L 83" FROM BOTTOM) UNLESS NOTED
<br />EE
<br />10. HD-X INDICATES HOLDOWN PER HOLDOWN TABLE. INSTALL PER
<br />MANUFACTURERS GUIDELINES.
<br />11. SEE THE GENERAL STRUCTURAL NOTES ON SHEET S1 8s S1A FOR
<br />ADDITIONAL INFORMATION.
<br />12. VERIFY ALL DIMS W/ ARCH PLANS PRIOR TO CONSTRUCTION.
<br />DRAWINGS CREATED FROM ARCH
<br />BLUELINE NOT ARCH BACKGROUNDS
<br />* ALL BEAMS 4x8 U.N.O. TRUSS, RAFTER,
<br />AND JOIST BEARING POINT INDICATED BY -fl
<br />AND EXTENT OF MEMBER INDICATED BY
<br />F FRAMING PLAN = GARAGES
<br />SCALE
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<br />-7"
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