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HOR17CNTN- NAILING <br />............... <br />° <br />NOTE: PROVIDE BLOCKING AT ALL ° <br />SHEATHING EDGES. <br />° <br />° <br />°° <br />° ° °° ° ° °°° ° ° ° <br />NAIL SPACING AT <br />EXTERIOR WALL SHEATHING <br />SHEATHING <br />NAIL <br />VERTICAL <br />HORIZONTAL <br />FIELD <br />BLOCKING <br />REQUIRED (MIN) <br />SIZE <br />FACING <br />SPACING <br />SPACING <br />REQUIRED <br />7/16" SHEATHING <br />8d <br />3" O.C, <br />3" O.C. <br />12" 0.C. <br />ALL <br />EDGES <br />3/8" <br />I r'tLU SINGLE NAIL EDGE SPACING <br />° 1/2" 1/2 S <br />° <br />1/2" <br />DOUBLE NAIL EDGE SPACIN( <br />° <br />2x4 BLOCKING <br />STUD SPACING PER PLA J PER <br />STRUCTURAL SHEATHING NAILINGPLAN SHEATHING SPLICE -SAME THICKNESS AND <br />STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />W01 TYPICAL SHEATHING DETAIL <br />TOP PLATE CONNECTOR: <br />(2) SDWC15600 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 />STUDS AT 16" O.C. <br />EATHING PER PLAN <br />TOM PLATE CONNECTOR: <br />SDWC15450 SCREWS @ EA STUD <br />w/ 3x3 PLATE WASHERS <br />REFER TO FOUNDATION PLAN FOR <br />FOOTING SIZE LOCATION <br />LO�AD�BEARINWWXA L w/V��� T <br />rW10 <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 />DOUBLE 2x TOP PLATE <br />MID SPAN BLOCKING <br />BETWEEN EACH STUD <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 />7/15" MIN <br />8d <br />3" O.C. <br />3" O.C. <br />12" O.C. <br />SHEATHING <br />EDGES <br />W02GABLE END SHEATHING DETAIL <br />STUDS AT 16" O.C. <br />4THING PER PLAN <br />Isom <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 TD 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 @ 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 />ENTER ON HEADER. <br />�HEATHING PER PLAN <br />x STUDS AT 16" O.C. — <br />3)SDWC15450 0 BOTTOM <br />F 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. ADDTIONAL JACK STUD <br />AND CONNECTORS <br />REQUIREMENTS PER PLAN. <br />FASTEN WALL SHEATHING <br />AT 3" 0,0. ALL AROUND <br />OPENING <br />FT -1 L <br />II II <br />II II <br />II II <br />II II <br />II II <br />II II <br />NOTE: TYPICAL FOR EXTERIOR BEARING WALLS <br />FRAMING TO BE 20 U.N.O. ON PLANS <br />TYPICAUF RAMED �BEARING WALL <br />v v vv ILu <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 />LOAD BEARING WALL w/o UPLIFT MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. <br />W11 KTs 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 />#5 REBAR w/ A.C.I. <br />STANDARD HOOK AT <br />TOP. LAP PER <br />GENERAL NOTES <br />BOND BEAM <br />TOP COURSE <br />LINTEL OVER <br />OPENING <br />PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. <br />8" KNOCK OUT BLOCK W13 ARCH FRAMING DETAIL <br />W/ #5 BAR GROUTED <br />SOLID <br />#5 VERTICAL <br />BAR IN <br />GROUTED CELL <br />8" CMU WALL <br />LAID IN RUNNING <br />BOND <br />W21A1TEPPED 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 />PED 25" MIN. U.N.O. <br />5" CLEAN OUT AT ALL <br />TD CELLS. <br />FOUNDATION PLAN <br />1 DETAILS FOR FOOTING <br />(FORCING. <br />iu LHr 11ritiH <br />W1 TYPICAL FILLED CELL DETAIL <br />9ILIL <br />ROOF SHEATHING PER PLAN <br />TRUSSES PER PLAN <br />(2) SDWC15600 PLATE TO TRUSS, U.N,O, <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />PLATE TO BE SPLICED OVER A STUD. <br />PROVIDE 4B" 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 />(3) SDWC15450 @ BOTTOM <br />OF KING/JACK, U.N.O. - <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 />STUD SPA <br />TRUSS BOTTOM CHORD PER <br />MANUF. 0 24" Q.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. ADDIIIDNAL <br />JACK STUD AND CONNECTORS REQUIREMENTS <br />PER PLAN. <br />FT -I1- <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 />2 <br />° <br />NOTE: <br />SHEATHING <br />PROVIDE BLOCKING <br />EDGES. <br />AT ALL <br />° <br />° <br />° <br />° <br />STAPLE <br />AT 3" <br />SPACING <br />O.C. IN FIELD <br />...... <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 />3" O.C, <br />3" 0 C <br />3" 0 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 />SINGLE STAPLE EDGE SPACING <br />1 /2' 1/2 S <br />1 /2" <br />DOUBLE STAPLE EDGE SPACING <br />---2x4 BLOCKING <br />STAPLE <br />PLAN STRUCTURAL SHEATHING PER PLAN SHEATHING SPLICE -SAME THICKNESS AND <br />STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />RED THERMO-PLY SHEATHING DETAIL <br />----BOX HDR. TO BE HELD FLUSH WITH <br />LINTEL PER PLAN - <br />BOTTOM OF LINTEL - FIELD FRAME <br />HEIGHT MAY VARY <br />ABOVE AS NECESSARY <br />FROM DRAWING <br />2X12 BOX HDR. W/2x8'S TOP & 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 />O <br />00o <br />Fieldstone <br />♦��`,�p""'��� <br />POCKET S.G.D. DETAIL <br />C.O.A#ARCHITECTURE: <br />�\♦� <br />W32 <br />au <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />NO. 860 _ <br />29349 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 <br />; <br />❑ IAN MCCULLOUGH, PE.1 <br />P.E.#809560/23/2021 <br />STATE 40 <br />js��'•, F� �P ••' `�♦� <br />'`s�loI <br />DATE SIGNED <br />rf <br />.. <br />o� <br />�? <br />00 <br />M <br />o <br />0 <br />1 4 <br />C3 <br />a) <br />as <br />CO <br />V <br />d <br />cd <br />w <br />bb <br />'2 <br />N <br />*PulteGrouv,- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXx <br />PROJECT TYPE <br />Single ri <br />Fanidyj <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEETS4*2 <br />/^J <br />