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0 <br />a <br />0 <br />NOTE: <br />SHEATHING <br />PROVIDE BLOCKING <br />EDGES. <br />AT ALL <br />Io <br />0.. <br />o0 <br />NAIL <br />12" IN <br />0 <br />SPACING AT <br />FIELD <br />EXTERIOR WALL SHEATHING <br />SHEATHING <br />NAIL <br />VERTICAL <br />HORIZONTAL <br />FIELD <br />BLOCKING <br />REQUIRED (MIN) <br />SIZE <br />SPACING <br />SPACING <br />SPACING <br />REQUIRED <br />7/16" SHEATHING <br />8d <br />3" O.C. <br />3" O.C. <br />12" O C. <br />ALL <br />EDGES <br />SINGLE NAIL EDGE SPACING <br />1/2" 1/2 S <br />1/2„� <br />DOUBLE NAIL EDGE SPACIN( <br />12x4 BLOCKING <br />1!�� <br />STUD SPACING PER PLA NAILING <br />STRUCTURAL SHEATHING PER PLAN SHEATHING SPLICE —SAME THICKNESS AND <br />STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />W01 TYPICAL SHEATHING DETAIL <br />TOP PLATE CONNECTOR: <br />(2) SDWC156DO SCREWS @ EA STUD <br />DOUBLE 2x TOP PLATE <br />MID SPAN BLOCKING <br />BETWEEN EACH STUD <br />2X P.T. SOLE PLATE w/ 1/2" DIAM. <br />ANCHOR BOLTS (10 + 2) AT 32" <br />O.C. MAX. w/7" EMBEDMENT OR <br />5/8" DIA. EXP. BOLTS AT 24" O.C. <br />W/1800 # ALLOWABLE TENSION MIN. <br />OR 1/2" DIA EXP. BOLTS AT 24" <br />O.C. W/1200 # ALLOWABLE TENSION <br />MIN. ALSO AT CORNERS & JAMB <br />w/ 30 PLATE WASHERS <br />-2x STUDS AT 16" O.C. <br />-SHEATHING PER PLAN <br />BOTTOM PLATE CONNECTOR: <br />(3) SDWC15450 SCREWS @ EA STUD <br />REFER TO FOUNDATION PLAN FOR <br />FOOTING SIZE AND LOCATION <br />W10 LOAD BEARING WALL w/UPLIFT <br />8" K.O. BLOCK w/ <br />#5 BAR GROUTED <br />SOLID <br />#5 BAR w/ A.C.I. <br />STANDARD HOOK AT TOP, <br />LAP PER GENERAL NOTES <br />POURED CELL w/ (1) <br />#5 BAR CONT. FROM <br />BEAM TO FOOTING <br />8" CMU WALL LAID IN <br />RUNNING BOND <br />W21 STEP DOWN TIE BEAM <br />UL <br />0 <br />E <br />DOUBLE 2x TOP PLATE <br />MID SPAN BLOCKING <br />BETWEEN EACH STUC <br />2x P.T. PLATE SECURED TO <br />SLAB w/ 3" POWDER ACTUI <br />FASTENERS OR TAPCONS @ <br />O.C. OR (2) ROWS 12d GUN <br />NAILS @ 12" O.C. <br />EXTERIOR GABLE END SHEATHING <br />SHEATHING <br />NAIL <br />VERTICAL <br />HORIZONTAL <br />FIELD <br />BLOCKING <br />REQUIRED (MIN) <br />SIZE <br />SPACING <br />SPACING <br />SPACING <br />REQUIRED <br />F7/15" MIN <br />8d <br />3" O.C. <br />3" O.C. <br />12" O.C. <br />ALL <br />SHEATHING <br />EDGES <br />W02 GABLE END SHEATHING DETAIL <br />jim <br />STUDS AT 16" O.C. <br />*ING PER PLAN <br />AT CMU WALLS USE 2x P.T. ATTACHED TO BLOCK OR <br />LINTEL WITH POWER DRIVEN FASTENERS AT 12" O.C. <br />FASTENERS TO BE 1/8" DIA. MIN. AND EMBEDDED 3/4" MIN. <br />MINIMUM SHEAR CAPACITY TO BE 150#. <br />2x ANGLE AS REQUIRED w/ (2) 10d <br />TOE NAILS AT EACH END. <br />STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN <br />WINDOWS AND DOORS AND AT ENTRIES WITHOUT <br />BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN <br />BARREL FRAMING IS USED. <br />(2) SDWC15600 0 TOP OF <br />JACK STUDS, U.N.O. <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />PLATE TO BE SPLICED OVER A STUD. <br />'ROVIDE 48" LAP SPLICE w/ (3) 10d <br />;OMMON NAILS AT ENDS. NAIL PLATES <br />;ONT. w/ 10d COMMONS AT 15" O,C. - <br />(6) 10d NAILS KING STUD <br />TO HEADER (MIN 3 EA PLY) <br />(1) SIMPSON LSTA18 <br />CENTER ON HEADER. <br />;HEATHING PER PLAN — <br />".x STUDS AT 16" O.C. <br />3)SDWC15450 0 BOTTOM <br />IF JACK STUDS, U.N.O. <br />NAILING PER PLAN <br />- UPLIFT NAILING PER PLAN <br />CRIPPLES AS REQ'D <br />HEADER PER PLAN, (2) PLY <br />MIN. ADD110NAL JACK STUD <br />AND CONNECTORS <br />REQUIREMENTS PER PLAN. <br />FASTEN WALL SHEATHING <br />AT 3" D.C. ALL AROUND <br />OPENING <br />FT __1 T- <br />IT II <br />II II <br />II II <br />II II <br />II II <br />II II <br />_L1_JL <br />NOTE: TYPICAL FOR EXTERIOR BEARING WALLS <br />FRAMING TO BE 20 U.N.O. ON PLANS <br />,AA,nr TYPICAL FRAMED BEARING WALL <br />Vvvv JILTS <br />0"-16" MAX. GAP <br />20 FILL w/ 2" MAX. GAP <br />BETWEEN BLOCKS. BLOCK <br />AS REQUIRED AT WINDOW <br />FASTENER LOCATIONS. <br />REFER TO FOUNDATION 1x P.T. SHIM \ <br />PLAN FOR FOOTING <br />SIZE AND LOCATION NOTES: ALTERNATE ARCH TOP <br />MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. <br />LOAD BEARING WALL w/o UPLIFT <br />W11 Kra IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE "TYPICAL <br />WINDOW AND DOOR ATTACHMENT DETAIL" FOR INSTALLATION <br />DETAIL. <br />WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE <br />FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP <br />PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. <br />#5 REBAR w/ A.C.I. 8" KNOCK OUT BLOCK ARCH FRAMING DETAIL <br />STANDARD HOOK AT y w/ #5 BAR GROUTED W 1 3 <br />TOP. LAP PER SOLID <br />GENERAL NOTES <br />#5 VERTICAL <br />BAR IN <br />GROUTED CELL <br />BOND BEAM <br />TOP COURSE <br />LINTEL DYER <br />OPENING <br />8" CMU WALL <br />LAID IN RUNNING <br />BOND <br />W21A)STEPPED BOND BEAM OVER LINTEL <br />REBAR, CONT. IN <br />ID BEAM <br />D BEAM PER PLAN <br />REBAR VERTICAL <br />PED 25" MIN, U.N.O. <br />REBAR VERTICAL IN <br />ID FILLED CELLS, <br />PLAN). <br />REBAR VERTICAL <br />PIED 25" MIN. U.N.D. <br />CLEAN OUT AT ALL <br />ED CELLS. <br />FOUNDATION PLAN <br />DETAILS FOR FOOTING <br />1FORCING, <br />I LMF I IF1\. 1L) <br />1 TYPICAL FILLED CELL DETAIL <br />W <br />9 ILIL <br />ROOF SHEATHING PER PLAN <br />TRUSSES PER PLAN <br />(2) SDWC15600 PLATE TO TRUSS, U.N.D. <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />PLATE TO BE SPLICED OVER A STUD. <br />PROVIDE 48" LAP SPLICE w/ (3) 10d <br />COMMON NAILS AT ENDS. NAIL PLATES <br />CONT, w/ 10d COMMONS AT 16" O.C. - <br />(6) 10d NAILS KING STUD TO <br />HEADER (MIN. 3 EA. PLY) <br />(1) SIMPSON LSTA24 w/ (18) 10d <br />NAILS U,N,O - CENTER ON BOTTOM <br />HEADER <br />CONNECT WALLS PER W10 DETAIL - <br />2x STUDS AT 16" O.C. <br />TRUSS BOTTOM CHORD PER <br />MANUF. 0 24" O.C. <br />(2) SDWC15600 TOP <br />PLATES TO EA HEADER <br />PLY ADJACENT TO EA <br />TRUSS, UNO <br />HEADER PER PLAN, (2) PLY MIN. ADDITIONAL <br />JACK STUD AND CONNECTORS REQUIREMENTS <br />PER PLAN. <br />FT -1 T- <br />IT II <br />(3) SDWC15450 0 BOTTOM I I I I <br />OF KING/JACK, U.N.O. I I I I <br />II II <br />II it <br />II II <br />------ <br />NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING. <br />FRAMING TO BE 20 U.N.O. ON PLANS. IF CRIPPLE STUDS ABOVE <br />HEADER, CONNECT CRIPPLES TO TOP PLATES & HEADER w/ (1) H2.5A. <br />TOP PLATE TO — <br />STUD CONNECTOR <br />TYP. EA STUD <br />(STRAP PER PLAN), <br />BOTTOM PLATE TO -- <br />STUD CONNECTOR <br />TYP. EA STUD <br />(STRAP PER PLAN). <br />0 0 <br />s <br />0 <br />NOTE: <br />SHEATHING <br />PROVIDE BLOCKING <br />EDGES, <br />AT ALL <br />0 <br />o <br />STAPLE <br />AT 3" <br />SPACING <br />O.C. IN FIELD <br />o <br />LOFT WALL SHEATHING <br />SHEATHING <br />STAPLE <br />VERTICAL <br />HORIZONTAL <br />FIELD <br />BLOCKING <br />REQUIRED (MIN) <br />SIZE <br />SPACING <br />SPACING <br />SPACING <br />REQUIRED <br />15x16" CROWN <br />ALL <br />THERMO-PLY RED <br />x 1-3/4" LEG <br />" <br />3 O.C, <br />3" O.C, <br />3" O.C. <br />EDGES <br />NOTE: ATTACH 1/2" GYPSUM WALL BOARD TO STUDS w/ 16 TYPE W OR S SCREWS <br />1-1/4" LONG OR 5d COOLER NAILS w/ 16" EDGE NAIL SPACING AND 16" FIELD SPACING. <br />/8" <br />SINGLE STAPLE EDGE SPACING <br />1/2" 1/2 S <br />DOUBLE STAPLE EDGE SPACING <br />--2x4 BLOCKING <br />STAPLE SHEATHING SPLICE -SAME THICKNESS AND <br />STUDrSPACIERPLAN STRUCTURAL SHEATHING PER PLAN STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />01R ,rED THERMO—PLY SHEATHING DETAIL <br />BOX HDR. TO BE HELD FLUSH WITH <br />LINTEL PER PLAN - BOTTOM OF LINTEL - FIELD FRAME <br />HEIGHT MAY VARY ABOVE AS NECESSARY <br />FROM DRAWING 2X12 BOX HDR. W/2x8'S TOP 8C BOT. <br />FASTEN w/10d X 3" NAILS @ 6" O.C. <br />2x8 TO 2x12 PT 2x12 AT WALL TO BE <br />FASTENED TO PRECAST w/ (2) ROWS <br />STAGGERED OF 1 /4" x 4" TAPCONS @ <br />16" O.C. MAX. <br />S.G.D PER PLAN, <br />INSTALL PER <br />MAN. SPECS. <br />Cob"()Fieldstone .��G�,�a�p ""• w <br />POCKET S.G.D. DETAIL C.O.A#ARCHITECTURE: <br />W 3 2 Lu AA26002802 <br />C.O.A.# ENGINEERING: �• <br />29349 <br />BENJAMIN NIESE, PE .0 <br />P.E.# 86025 <br />❑ IAN MCCULLOUGH, PE TATE OF <br />P.E.# 80956 -_ j� �t • • • • (� ��*� <br />08/26/2021 <br />DATE SIGNED <br />CL <br />a <br />CL <br />*PulteGiroup- <br />RODUCT MANAGER <br />RELEASE <br />DATE: XX XX XXXX <br />WV4 I DATEAESCRPTION <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />1PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />S4,2 <br />I I ..,n _. 't a—_..�-�:. IA:KL.I YdY=- YI+ i1111:J lal tl' �,�:li .il lay'. i'.�II �I',,.I Mali <br />