HOLDOWN & STRAP SCHEDULE

Transcription

1 SHEAR WALL SCHEDULE STRUCTURAL DESIGN CRITERIA GOVERNING CODE SOIL BEARING PRESSURE HOLDOWN & STRAP SCHEDULE MARK SHEATHING SHEATH BOTH SIDES NAILS EDGE SPACING NOTES MARK SW 7/" OSB NO 8d " OC - A SW 7/" OSB NO 8d " OC - NOTES (,) 0 IRC & IBC,00 PSF (PRESUMTIVE) MPH SEC C II SEISMIC DESIGN CATEGORY IMPORTANCE FACTOR D.0 ROOF LOADS DEAD LOAD SNOW LOAD 0 PSF 0 PSF FLOOR LOADS DEAD LOAD LIVE LOAD 0 PSF 0 PSF. USE COMMON OR GALVANIZED BOX NAILS. FIELD NAIL AT " OC. BLOCK ALL PANEL EDGES. PROVIDE "x"x0.9" PLATE WASHERS WITH DIAGONAL SLOTTED HOLE STHD0(RJ) NOTES:. NOTES: WIND IBC GUST EXPOSURE RISK CATEGORY ANCHOR ALL ANCHORS ARE SIMPSON STRONG TIE OR EQUIVALENT.. INSTALL PER MANUFACTURER'S SPECIFICATIONS. USE RIM JOIST MODELS (RJ) WHEN INSTALLED AT RIMBOARD/JOIST.. RETROFIT OPTIONS: MST8 - NAIL UPPER PORTION OF STRAP INTO () x STUDS PER AND STANDARD CUT WASHER TO BE PLACED BETWEEN THE "x"x0.9" MANU REQ. ANCHOR BOTTOM TO FOUNDATION W/ () /" DIA WASHER AND NUT ON ANCHOR BOLTS (TYPICAL) WEDGE ANCHORS W/ " MIN EMBEDMENT (START MIN " DOWN FROM TOP OF FOUNDATION). HDU - PROVIDE / DIA A07 ATR EPOXIED " INTO CONCRETE.!!! ATTENTION CONTRACTOR!!! ANY REVISIONS MADE TO STRUCTURAL ELEMENTS REQUIRE APPROVAL OF ENGINEER PRIOR TO PROCEEDING WITH CHANGE. ALLOW - DAYS MINIMUM FOR REVIEW. THIS INCLUDES (BUT IS NOT LIMITED TO) CHANGES TO TRUSS LAYOUTS, FRAMING, WALKOUT BASEMENTS, DOORS, WINDOWS, SHEAR WALLS, FOUNDATIONS AND FOOTINGS, ETC.

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7 FOUNDATION WALL SCHEDULE () MAX HEIGHT TOP EDGE SUPPORT WALL THICK. REINFORCING BARS VERTICAL () HORIZONTAL () '-0" " () () # '-0" NONE " () # '-0" " () # '-0" FLOOR OR 8'-0" ROOF FRAMING 9'-0" & DIAPHRAGM PER NOTE 9'-0" (PONY WALLS NOT ALLOWED) 0" 9'-0" " " " " " " () # () # (7) # (0) # () # STEPDOWN / WALKOUT BASEMENT FOUNDATIONS (NOTE 8) '-0" NONE " " 9'-0" FLOOR () " " ADDITIONAL ENGINEERING IS REQUIRED FOR ALL WALLS GREATER THAN 9'-0" IN HEIGHT NOTES:. BASED ON,000 psi CONCRETE AND 0,000 psi STEEL.. VERTICAL BARS ARE TO BE PLACED IN THE CENTER OF WALL & EXTEND FROM THE FOOTING TO WITHIN " OF THE TOP OF WALL. DOWELS OF # REBAR W/ STANDARD HOOK SHALL BE PROVIDED IN THE FOOTING TO MATCH THE VERTICAL BARS WITH THE VERTICAL LEG EXTENDING " INTO FOUNTATION WALL.. ONE BAR SHALL BE LOCATED IN THE TOP ", ONE BAR IN THE BOTTOM " AND ALL BARS SPACED EQUALLY IN BETWEEN.. PLACE () # BARS ABOVE AND () # BAR EACH SIDE AND BELOW ALL OPENINGS. BARS SHALL BE PLACED WITHIN " OF THE OPENINGS & EXTEND " BEYOND EDGE OF OPENING. VERTICAL BARS MAY TERMINATE " FROM THE TOP OF CONCRETE.. DOWELS OF # REBAR AT " O.C. WITH STANDARD HOOK SHALL BE PROVIDED IN THE FOOTING WITH VERTICAL LEG EXTENDING INTO FDN WALL.. FLOOR FRAMING MEMBERS SHALL BEAR DIRECTLY ON SILL PLATE ATTACHED TO TOP OF FOUNDATION WALL. NO FRAMED PONY WALLS ARE ALLOWED. REFER TO "STEPDOWN / WALKOUT" FOUNDATION REQUIREMENTS WHERE PONY WALLS WILL BE BUILT ON TOP OF FOUNDATION WALLS. DIAPHRAGM TO CONFORM TO SECTION SOIL BACKFILL SHALL BE GW, GP, SW, OR SF PER IBC TABLE 0.. SOIL SHALL NOT BE SUBMERGED OR SATURATED IN GROUND WATER. 8. STEPDOWN / WALKOUT BASEMENTS ON SLOPING SITES REQUIRE SPECIAL REINFORCING WHERE FOUNDATIONS HAVE A GRADE DIFFERENCE GREATER THAN '-0" ACROSS THE OVERALL STRUCTURE. REINFORCING IS BASED ON AMERICAN CONCRETE INSTITUTE (ACI) MINIMUM WALL REINFORCEMENT REQUIREMENTS. ANCHOR BOLTS AND SILL PLATE /" DIAMETER x 0" LONG ANCHOR BOLTS EMBEDDED 7" MINIMUM AT " OC W/ x TREATED SILL PLATE, TYPICAL EXCEPT WHEN SPECIFICALLY NOTED ON FOUNDATION PLAN. ALL ANCHOR BOLTS FOR SHEAR WALLS REQUIRE "x"x0.9" PLATE WASHERS WITH DIAGONAL SLOTTED HOLE. PLACE EDGE OF WASHER MAX /" FROM INSIDE FACE OF WALL SHEATHING. PROVIDE STANDARD CUT WASHER BETWEEN "x"x0.9" WASHER AND NUT. FOUNDATION FIELD CHANGES ANY CHANGES TO FOOTING AND FOUNDATION HEIGHTS AND STEPS SHOWN ON THE PLAN REQUIRE ENGINEER'S APPROVAL PRIOR TO POURING. ALLOW ENGINEER ONE WEEK FOR REDESIGN

8 BEAM MARK B B B B B B B7 BEAM SCHEDULE SIZE AND TYPE () " x " DF-L No. () " x DF-L No. () " x 0" DF-L No. () -/" x 9-/".9E LVL () -/" x -7/.9E LVL () -/" x -7/.9E LVL () -/" x 7-/".9E LVL

9 BEAM SCHEDULE BEAM MARK B B B B B B B7 SIZE AND TYPE () " x " DF-L No. () " x DF-L No. () " x 0" DF-L No. () -/" x 9-/".9E LVL () -/" x -7/.9E LVL () -/" x -7/.9E LVL () -/" x 7-/".9E LVL FLOOR SHEATHING - /" APA RATED T&G STURD-I-FLOOR SHEATHING GLUED TO FRAMING AND NAILED W/ 0d COMMON AT " OC AT PANEL EDGES AND " OC IN THE FIELD ROOF SHEATHING - 7/" APA RATED OSB SHEATHING NAILED W/ 8d COMMON AT " OC AT PANEL EDGES, OVER SHEAR WALLS AND BLOCKING AND " OC IN THE FIELD, PROVIDE GAPS BETWEEN SHTS PER MANU REQ. PRE-ENGINEERED TRUSSES - NO DEVIATION FROM TRUSS LAYOUT ON PLAN ALLOWED WITHOUT WRITTEN PERMISSION FROM ENGINEER OF RECORD. - CONTRACTOR TO PROVIDE A COPY OF TRUSS MANUFACTURER'S LAYOUT AND DESIGN DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO FABRICATION. ALLOW ONE WEEK MINIMUM REVIEW PERIOD. - SEE FRAMING PLANS FOR ADDITIONAL TRUSS DESIGN INFORMATION. - PRE-ENGINEERED TRUSSES SHALL BE BLOCKED AND BRACED PER MANUFACTURER'S REQUIREMENTS. - ALL TRUSS CONNECTION HARDWARE SHALL BE DESIGNED BY THE TRUSS MANUFACTURER. ROOF OVERBUILD - FRAME ROOF OVERBUILD AREAS WITH " X " DF# JOISTS AT " O.C. - BRACE JOISTS AT '-0" O.C. TO FRAMING BELOW. - USE " X DF# RIDGE BOARD BRACED AT '-0" O.C. - USE " X DF# VALLEY MEMBERS LAYED FLAT AND NAILED TO TRUSSES WITH () d EACH TRUSS/RAFTER. - BRACE RIDGE AND JOISTS SUCH THAT LOAD IS DISTRIBUTED UNIFORMLY TO TRUSSES BELOW. - SHEATH UNDER ALL OVERBUILD AREAS. - PROVIDE ACCESS AND VENTILATION TO OVERBUILD AREAS AS NECESSARY. CONNECTIONS - PROVIDE () TS VERTICAL STRAPS CONNECTED TO SUPPORTING POST TO RESIST UPLIFT FORCES AT ALL GIRDER TRUSSES UNLESS NOTED OTHERWISE - WHERE BEAMS BEAR ON A DOUBLE TOP PLATE OF A BEARING WALL PROVIDE () TS VERTICAL STRAPS TO CONNECT BEAM TO THE SUPPORTING POST UNLESS OTHERWISE NOTED - WHERE BEAMS REST ON AN ISOLATED POST USE () LPC CAPS -OR- () BC CAP -OR- () PC CAP AT TOP AND AB -OR- ABU -OR- ABE -OR- ABA BASE AT BOTTOM UNLESS OTHERWISE NOTED WALL FRAMING - EXTERIOR WALLS TO BE x DF STUDS AT " OC AROUND LIVING SPACES - EXTERIOR WALLS IN GARAGE AREA TO BE x DF STUDS AT " OC UP TO 0'-0" IN HEIGHT - WALLS OVER 0'-0" IN HEIGHT TO BE x DF STUDS AT " OC (TYP) - USE THREE STUDS MINIMUM AT ALL CORNERS UNLESS NOTED OTHERWISE - PROVIDE TK AT ENDS OF ALL BEAMS UNLESS NOTED OTHERWISE - T = TRIMMER (JACK) STUD SUPPORTING HEADER OR BEAM K = FULL HEIGHT KING STUD FACE NAILED TO TRIMMERS AND HEADER OR BEAM I.E. TK = TRIMMERS, KING STUDS W/ WIDTH TO MATCH ADJACENT WALL FRAMING UNLESS NOTED OTHERWISE

10 " OC 7 8 LAP TOP PLATE -/". PRE-ENGINEERED TRUSS PER FRAMING PLAN. EDGE NAILING PER ROOF SHEATHING REQUIREMENTS UNO. EDGE NAILING PER SHEAR WALL REQUIREMENTS WHERE REQUIRED. SIMPSON H AT SPACING SHOWN UNO. x BLOCKING EA SPACE, TIP UP EVERY TH BLOCK FOR VENTILATION OR MODIFY BLOCK FOR VENT PER OPTIONS BELOW. SIMPSON A ANCHOR EA BLOCK OR () d TOE NAILS 7. () d NAILS EACH BLOCK 8. x STARTER BOARD AT EXPOSED EAVE CONDITION DRILL 8. x WALL PER PLAN. FLOOR SHEATHING PER PLAN. () d NAILS PER " BETWEEN STUDS. 0d TOE NAIL AT " OC RIM TO PLATE. NO HORIZONTAL SHEATHING JOINTS ALLOWED IN THIS AREA. EDGE NAILING PER SHEAR WALL REQUIREMENTS - 8d AT " OC UNO 7. x TREATED SILL PLATE & ANCHOR BOLTS PER PLAN - ADJUST LOCATION FOR VENEER WHERE REQUIRED 8. FLOOR FRAMING PER PLAN - DIRECTION MAY VARY. FLOOR SHEATHING PER PLAN. FLOOR FRAMING PER PLAN - DIRECTION MAY VARY. x TREATED SILL PLATE - ADJUST LOCATION FOR VENEER WHERE REQUIRED. UNO () # REBAR ABOVE OPENING AND () # REBAR ON REMAINING SIDES - EXTEND " BEYOND OPENING. OPENING WHERE OCCURS PER PLAN. FOUNDATION REINFORCING PER PLAN - FOOTING DOWEL TO MATCH WALL VERTICAL BARS 7. FOOTING PER PLAN 8. CONCRETE SLAB ON GRADE PER PLAN 7 V-CUT 8 " OC ALTERNATE CONDITION DOG EAR CUT ACCEPTABLE VENTILATION METHODS AT SHEAR BLOCKING VENEER OPTION 7 VENEER OPTION G TRUSS CONNECTION SCALE: NONE D FOUNDATION CONNECTION NO SCALE A BASEMENT FOUNDATION NO SCALE ALTERNATE SNOW LOAD. SINGLE or DBL VALLEY NAILER LAID FLAT w/ () d AT EA FRAMING MEMBER. ALTERNATE: () x VALLEY MEMBERS LAID FLAT w/ () d EA FRAMING MEMBER BELOW. RIDGE BOARD BRACED AT '-0" OC TO FRAMING BELOW. x BLOCK BTWN TRUSS TOP CHORDS (MATCH SIZE )w/ A or U HANGER EA END AT TAIL OF RIDGE BOARD. OVERBUILD RAFTERS BRACED TO FRAMING BELOW AT '-0" OC MAXIMUM. SHEATHING SHALL BE CONTINUOUS BELOW ALL OVERBUILD ON FRAMING BELOW. ROOF FRAMING BELOW RIDGE 0 x8 0-0 x x - - SINGLE x0 x x VALLEY NOTES: -> PROVIDE VENTILATION AND ACCESS TO OVERBUILD AREAS AS NECESSARY -> BRACE OVERBUILD FRAMING AS NOTED SUCH THAT LOADS ARE DISTRIBUTED UNIFORMLY TO FRAMING BELOW - DBL -x -x -x8 - RAFTERS " OC " OC " OC - TYPICAL CONDITION OBSTRUCTION CONDITION FLOOR JOIST PARALLEL TO FOUNDATION WALL. FULL HEIGHT JOIST BLOCKING IN FIRST () BAYS AT " OC UNO. FLOOR SHEATHING PER PLAN. 0d NAILS AT " OC TO BLOCKING. ANCHOR BLOCK TO SILL PLATE W/ () d NAILS. () d TOE NAILS 7. x LAID FLAT - ALIGN WITH FULL DEPTH BLOCKS 8. ATTACH x TO SILL PLATE WITH () d NAILS EACH BLOCK UNO 9. ANCHOR BOLT AND SILL PLATE PER PLAN 0. PLUMBING OR MECHANICAL OBSTRUCTION BLOCKING NOT REQUIRED: OUTSIDE SOIL BACKFILL ON FOUNDATION IS '-0" OR LESS WITHIN '-0" OF FOUNDATION WALL CORNERS MASONRY VENEER OPTION. FOOTING PER PLAN. FOUNDATION WALL PER PLAN. CONCRETE SLAB. x WALL PER PLAN. IF MASONRY VENEER OCCURS MOVE WALL & ANCHOR BOLTS AS NECESSARY.. x TREATED PLT AND ANCHOR BOLTS PER PLAN H OVERBUILD FRAMING DETAIL SCALE: NONE E FOUNDATION BLOCKING NO SCALE B FOUNDATION - SLAB ON GRADE SCALE: NONE EQ EQ WALL WIDTH. HEADER PER PLAN, PLACE AS LOW AS POSSIBLE TO MEET SHEAR WALL HEIGHT REQ'MNTS. SIMPSON MST7 STRAP (UNO) w/ x BLOCKING FOR STRAP NAILING. APA RATED SHEATHING w/ NAILING PER SHEAR WALL SCHEDULE. () x KING STUDS MIN, REF PLAN FOR MORE STRINGENT CONDITION. x POST OR () x TRIMMERS MIN REF PLAN FOR MORE STRINGENT CONDTION. SIMPSON HOLDOWN PER PLAN 7. SILL PLATE & ANCHOR BOLTS PER SHEAR WALL SCHEDULE, () ANCHOR BOLTS MIN 8. " MIN FROM BOTTOM OF WALL FOR HORIZONTAL SHEATHING SPLICE IF REQ'D 8 8 8'-" MAX. MOISTURE PROTECTION AS REQUIRED. " MIN THICK SUSPENDED CONCRETE SLAB W/ # BARS AT " OC EA WAY. # DOWELS ( x ) AT " OC SLOPE TO DRAIN TOP OF OPENING WHERE OCCURS F RAISE FOUND. AS REQ'D -/" EDGE DIST TO HD SHEAR WALL DETAIL SCALE: NONE C SUSPENDED SLAB DETAIL SCALE: NONE