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O O . O . O O O O O O . <br />o <br />" <br />o <br />o <br />o <br />o <br />o <br />o <br />0 <br />a <br />o <br />" <br />0 <br />---NOTE: <br />SHEATHING <br />0 <br />PROVIDE BLOCKING <br />EDGES. <br />0 <br />0 <br />AT ALL <br />0 <br />" <br />o <br />o <br />0 <br />0 <br />a <br />o <br />o <br />0 <br />o <br />0 <br />" <br />o. <br />o o <br />o oo" <br />o "oa <br />o o ooa <br />o 0 0o0 <br />o <br />0 0 o <br />0 <br />0 <br />AIL <br />12 IN <br />0 <br />O <br />0 <br />SPACING AT <br />FIELD <br />o <br />o <br />0 .. 0 <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 />Z <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/z s <br />0 0 0 <br />1 /2" <br />DOUBLE NAIL EDGE SPACIN( <br />NAILING-_`20 BLOCKING <br />AN <br />STUD SPACING PER PLA STRUCTURAL SHEATHING PER PLAN SHEATHING SPLICE -SAME THICKNESS AND <br />STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />W01 TYPICAL SHEATHING DETAIL <br />UL <br />TOP PLATE CONNECTOR: <br />X' (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. W11200 # ALLOWABLE TENSION <br />MIN, ALSO AT CORNERS & JAMB <br />w/ 30 PLATE WASHERS <br />W10 <br />STUDS AT 16" O.C. <br />EATHING PER PLAN <br />TOM PLATE CONNECTOR: <br />SDWC15450 SCREWS @ EA STUD <br />REFER TO FOUNDATION PLAN FOR <br />FOOTING SIZE AND LOCATION <br />OAD 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 />DOUBLE 2x TOP PLATE <br />MID SPAN BLOCKING <br />BETWEEN EACH STUC <br />2x P.T. PLATE SECURED TO <br />SLAB w/ 3" POWDER ACTU, <br />FASTENERS OR TAPCONS (� <br />O.C. OR (2) ROWS 12d GUN <br />NAILS @ 12" O.C. <br />W11 <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 />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 />8d <br />3" O.C. <br />3" O.C. <br />12" O.C. <br />ALL <br />SHEATHMNG <br />EDGES <br />W02jut <br />1GABLE END SHEATHING DETAIL <br />STUDS AT 16" O.C. <br />4THING PER PLAN <br />\\\\\\\— REFER TO FOUNDATION <br />PLAN FOR FOOTING <br />SIZE AND LOCATION <br />OAD BEARING WALL w/o UPLIFT <br />W21 STEP DOWN TIE BEAM F21A <br />8" KNOCK OUT BLOCK <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 />TEPPED BOND BEAM OVER LINTEL <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 />STRAP INSIDE FACE OF WALL PER — <br />W10 WHEN TRUSS STRAPS <br />INSTALLED ON INSIDE <br />(NON —SHEATHED) FACE OF WALL ` <br />SIMPSON H2.5A @ TOP & BOTTOM OF <br />OPENING FRAMING (JACK STUDS ONLY) <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 <br />TO HEADER (MIN 3 EA PLY) <br />(1) SIMPSON LSTA18 <br />CENTER ON HEADER. <br />STRUCTURAL SHEATHING PER PLAN <br />(ON OPPOSITE SIDE OF WALL) <br />2x STUDS AT 16" O.C. <br />EDGE NAIL SHEATHING <br />PER PLAN <br />MTS16 FROM EA. TRUSS <br />TO HDR. <br />— EDGE NAIL SHEATHING <br />PER PLAN <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />CRIPPLES AS REQ'D, <br />PLATE TO BE SPLICED OVER A STUD. <br />STRAPPING AT INTERIOR <br />PROVIDE 48" LAP SPLICE w/ (3) 10d <br />FACE PER PLAN <br />COMMON NAILS AT ENDS. NAIL PLATES <br />CONT. w/ 10d COMMONS AT 16" O.C. <br />HEADER PER PLAN, (2) PLY <br />(6) 10d NAILS KING STUD TO — <br />MIN. ADDTIONAL JACK STUD <br />HEADER (MIN. 3 EA. PLY) <br />AND CONNECTORS <br />REQUIREMENTS PER PLAN. <br />(1) SIMPSON LSTA24 w/ (18) 1Od <br />FASTEN WALL SHEATHING <br />NAILS U.N.O — CENTER ON BOTTOM <br />AT 3" O.C. ALL AROUND <br />HEADER <br />OPENING <br />CONNECT WALLS PER W10 DETAIL @— <br />INTERIOR NON —SHEATHED WALLS <br />DOUBLE SILL AS REQ. FOR <br />2x STUDS AT 16" O.C. <br />SHUTTER ATTACHMENT <br />SHEATHING PER PLAN @ EXTERIOR — <br />WALLS AND SHEAR WALLS (ON <br />OPPOSITE SIDE OF WALL) <br />(1) SP4 TO KING & JACK STUD U.N.O. <br />EDGE NAIL SHEATHING PER PLAN — <br />II II <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />1A► C VYPICAL FRAMED BEARING WALL <br />Y Y V %J 1'-T& <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 />1x P.T. SHIM <br />NOTES: FALTERNATE ARCH TOP <br />MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. <br />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 />W13 ARCH FRAMING DETAIL <br />ROOF SHEATHING PER PLAN <br />TRUSSES PER PLAN <br />TRUSS BOTTOM CHORD PER <br />MANUF. @ 24" O.C. <br />I EDGE NAIL SHEATHING TO TOP <br />PLATE AND TOP AND BOTTOM <br />I I OF HEADER PER PLAN <br />HEADER PER PLAN, (2) PLY <br />MIN, ADD JACK/KING STUDS <br />AND CONN. REQ. PER PLAN. <br />DOUBLE UPPER SILL AS REQ. <br />FOR SHUTTER ATTACHMENT <br />EXTERIOR WALLS & SHEAR <br />WALLS ONLY, FASTEN <br />SHEATHING AT 3" O.C. ALL <br />AROUND OPENING <br />DOUBLE SILL AS REQ. FOR <br />SHUTTER ATTACHMENT <br />II II <br />II II <br />II II <br />II II <br />II II <br />II II <br />=u=uu <br />NOTE: TYPICAL FOR INTERIOR BEARING <br />WALLS w/o SHEATHING, INTERIOR SHEAR <br />WALLS AND EXTERIOR WALLS w/ SHEATHING <br />EBAR, CONT. IN <br />I BEAM <br />BEAM PER PLAN <br />EBAR VERTICAL <br />ED 25" MIN. U.N.O. <br />EBAR VERTICAL IN <br />FILLED CELLS, <br />PLAN). <br />EBAR VERTICAL <br />ED 25" MIN. U.N.O. <br />' CLEAN OUT AT ALL <br />D CELLS. <br />FOUNDATION PLAN <br />DETAILS FOR FOOTING <br />-ORCING. <br />1v. LN kill fUML/ <br />W19 j TYPICAL FILLED CELL 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 & 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 />POCKET S.G.D. DETAIL <br />W32 <br />O <br />O <br />m <br />I <br />r-a <br />o0 <br />c� <br />O <br />� <br />0000 <br />N <br />ro <br />U <br />r--a <br />`r' <br />r.-I <br />''_'' <br />f� <br />w <br />bA <br />as <br />Cf <br />N <br />� <br />79111[PulteGroupW <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />C.O..A.# ENGINEERING: <br />PROJECT TYPE <br />29349 <br />Single Famil <br />`:D THOMAS A. WEBER, PE <br />P.E. # 73242FLORIDA <br />8 BENJAMIN NIE$E, PE <br />SPECIFICATION LEVEL <br />RE,#86026 FLORIDA <br />PUlte <br />6/18/21 <br />DAi���1�tli illit � <br />si1►�... ,��, <br />PLAN NAME <br />-... .. � 1 <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />.4 '*^ <br />' <br />TAT �(j -• <br />SHEET <br />