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STUD SPACING F <br />'IIlIl:L1�►i <br />MID SPI <br />BETWEE <br />2X P.T. SOLE PLATE w/ 1 <br />ANCHOR BOLTS (10 + 2, <br />O.C. MAX. w/7" EMBEDMEI <br />5/8" DIA. EXP. BOLTS AT <br />W/1800 # ALLOWABLE TES <br />OR 1/2" DIA EXP. BOLTS <br />O.C. W/1200 # ALLOWABLI <br />MIN. ALSO AT CORNERS & <br />w/ 30 PLATE WASHERS <br />W10 <br />3 <br />m <br />O <br />M <br />cV <br />O <br />N <br />s <br />U <br />w <br />O <br />a <br />UrQl7MTAI nAII NC <br />0 0 " o 0 0 00 0 0 <br />0 <br />aH <br />0 0 <br />OTE: PROVIDE <br />ATHING EDGES.BLOCKING AT ALLrs <br />0 <br />o <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 />I%LI LIN IV I VVI\UnIIVIY I LnIY I VI\ <br />FOOTING SIZE AND LOCATION <br />OAD BEARING WALL w/UPLIFT <br />NG <br />IN( <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL <br />SHEETS FOR NAILING & <br />OTHER REQ. <br />12 <br />PER <br />ELEV. <br />INTERIOR <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 />7/16" MIN <br />8d <br />3" O.C. <br />3" O.C. <br />12" O.C. <br />ALL <br />SHEATHING <br />EDGES <br />W0 )GABLE END SHEATHING DETAIL <br />jLm <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 />1x P.T. SHIM <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 />NOTE: FOR EXTERIOR BEARING WALLS ONLY <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) 1Od 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) 10d <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 />SHUTTER ATTACHMENT <br />2x STUDS AT 16" O.C. <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 />,A,,,ClYPICAL FRAMED BEARING WALL <br />V Y v %j ILLM <br />0"-16" MAX. GAP <br />2x4 FILL w/ 2" MAX. GAP <br />BETWEEN BLOCKS. BLOCK <br />AS REQUIRED AT WINDOW <br />FASTENER LOCATIONS. <br />NOTES: ALTERNATE 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 />INSULATION AS WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE <br />PER SPECS. FASTENER MUST EXTEND THROUGH tx SHIM INTO BASE MATERIAL rAlTERNATE ARCH TOP <br />PRE—ENGINEERED ROOF PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. <br />TRUSSES. REFER TO <br />TRUSS MFGR. DRAWINGS. ARCH FRAMING DETAIL <br />ROOF SHINGLE (W13 LL <br />(OR TILE PER SPEC) <br />TRUSS STRAP PER <br />STRUCT, DETAILS <br />REFER TO PLAN <br />FASCIA PER COMMUNITY SPEC <br />SOFFIT & OVERHANG PER <br />SPECIFICATIONS <br />BOND BEAM PER PLAN <br />PRECAST LINTEL PER PLAN <br />OPENING w/ PRECAST <br />SILL PER PLAN <br />SEE STRUCT. FOR ALL <br />REINFORCEMENT <br />REQUIREMENTS <br />EXTERIOR <br />SEE STRUCT. DETAILS FOR <br />VARIATIONS <br />0'—On <br />—FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />W31�ly��--STORY WALL SECTION <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). #5 REBAR w/ A.C.I. STANDARD HOOK AT <br />TOP. LAP PER GENERAL NOTES. <br />REBAR VERTICAL <br />PIED 25" MIN. U.N.O. <br />i" CLEAN OUT AT ALL <br />ED CELLS. <br />FOUNDATION PLAN BOND BEAM TOP COURSE <br />i DETAILS FOR FOOTING <br />JFORCING. LINTEL OVER OPENING — <br />I V LnL `I I f 11d1Lf <br />W19 I_DENAIL <br />FILLED CELL L <br />MAY VARY, <br />SEE PLAN <br />8" KNOCK OUT BLOCK w/ <br />#5 BAR GROUTED SOLID <br />VERTICAL BAR IN <br />)UTED CELL. <br />8" CMU WALL LAID IN <br />RUNNING BOND. <br />W18�TEPPED BOND BEAM OVER LINTEL <br />TRUSS BOTTOM CHORD PER <br />MANUF. • 24" O.C. <br />EDGE NAIL SHEATHING TO TOP <br />PLATE AND TOP AND BOTTOM <br />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 />—L—JL <br />�L <br />NOTE: TYPICAL FOR INTERIOR BEARING <br />WALLS w/o SHEATHING, INTERIOR SHEAR <br />WALLS AND EXTERIOR WALLS w/ SHEATHING <br />C.O.A.# ARCHITECTURE: <br />AA26©02802 <br />C.O.A.# ENGINEERING: <br />29349 <br />THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />3/31121 <br />DATE 11t��flllil�r! <br />�p1V1Jfly <br />.. 25 <br />STATE t)�(/�` <br />.... ..... <br />f�>,,' ? at. tiy;vvv <br />E5 <br />a_ <br />N <br />O <br />N <br />a_ <br />O <br />U <br />('WJ <br />c <br />e--a <br />Q) <br />00 <br />45 <br />0 <br />N <br />0000 <br />%-1 <br />� <br />; -1 <br />O <br />Q <br />'`' <br />N <br />U <br />`Y' <br />d+ <br />c� <br />crs <br />•� <br />cl <br />75 <br />4 <br />O <br />'_'' <br />� <br />w <br />0 <br />bJD <br />N <br />tPulteGroupr <br />PRODUCT MANAGER <br />I RELEASE I <br />DATE: XX Ax Am <br />PROJECT TYPE <br />Single Family <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Highgate <br />NPC CHIM NU ER <br />2811.500 <br />SHEET <br />S4.2 <br />Ilk lAL J.4.I � �. <br />