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° ° ° o ° <br />°--NOTE: <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />SHEATHING <br />PROVIDE BLOCKING <br />EDGES. <br />° <br />AT ALL <br />° <br />° <br />° <br />° <br />° <br />° <br />o <br />° <br />° <br />° <br />° <br />° .4. <br />°°° <br />° <br />° ° °°° <br />° ° ° ° ° <br />° <br />° ° <br />AIL <br />12 IN <br />° <br />° <br />SPACING AT <br />FIELD <br />° <br />° <br />° <br />° <br />STUD SPACING PER PLAN <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" G.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 />EXTERIOR WALL SHEATHING <br />SHEATHING <br />NAIL <br />VERTICAL <br />HORIZONTAL <br />HELD <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 SPAGING <br />1/2" 1/2 S <br />° <br />DOUBLE NAIL EDGE SPACIN( <br />�-2z4 BLOCKING <br />NAILING SHEATHING SPLICE -SAME THICKNESS AND <br />STRUCTURAL SHEATHING PER PLAN STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />TYPICAL SHEATHING DETAIL <br />TOP PLATE CONNECTOR: <br />(2) SDWC15600 SCREWS @ EA STUD <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 />_OAD BEARING WALL w/UPLIFT <br />m <br />0 <br />ul <br />U <br />E <br />0 <br />0 <br />0 <br />C'4 <br />0 <br />W <br />a0i <br />0 <br />w <br />0 <br />a <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 />off.r <br />W02 GABLE END SHEATHING DETAIL <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 />STRAP INSIDE FACE OF WALL PER <br />MTS16 FROM EA. TRUSS <br />W10 WHEN TRUSS STRAPS <br />TO HDR. <br />INSTALLED ON INSIDE <br />< <br />(NON —SHEATHED) FACE OF WALL <br />EDGE NAIL SHEATHING <br />SIMPSON H2.5A ®TOP &BOTTOM OF <br />PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />CRIPPLES AS REQ'D, PLATE TO BE SPLICED OVER A STUD. <br />OPENING FRAMING (JACK STUDS ONLY) <br />STRAPPING AT INTERIOR PROVIDE 48' LAP SPLICE w/ (3) 10d <br />FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />CONT. w/ 10d COMMONS AT 16" O.C. <br />PLATE TO BE SPLICED OVER A STUD. <br />PROVIDE 48" LAP SPLICE w/ (3) 10d <br />COMMON NAILS AT ENDS. NAIL PLATES <br />HEADER PER PLAN, (2) PLY (6) tOd NAILS KING STUD TO <br />CONT. w/ 10d COMMONS AT 16" O.C. <br />MIN. ADDTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) <br />AND CONNECTORS <br />(6) 10d NAILS KING STUD <br />REQUIREMENTS PER PLAN. <br />TO HEADER (MIN 3 EA PLY) <br />(1) SIMPSON LSTA24 w/ (18) 10d <br />FASTEN WALL SHEATHING NAILS U.N.O — CENTER ON BOTTOM <br />(1) SIMPSON LSTA18 <br />AT 3" O.C. ALL AROUND HEADER <br />CENTER ON HEADER. <br />OPENING <br />CONNECT WALLS PER W10 DETAIL ®— <br />STRUCTURAL SHEATHING PER PLAN <br />INTERIOR NON —SHEATHED WALLS <br />(ON OPPOSITE SIDE OF WALL) <br />DOUBLE SILL AS REQ. FOR 2x STUDS AT 16" O.C. <br />SHUTTER ATTACHMENT <br />2x STUDS AT 16" O.C. <br />— —— — SHEATHING PER PLAN ® EXTERIOR <br />WALLS AND SHEAR WALLS (ON <br />I I I I OPPOSITE SIDE OF WALL) <br />II II <br />EDGE NAIL SHEATHING <br />I I I I (1) SP4 TO KING &JACK STUD U.N.O.- <br />PER PLAN I <br />I I I I EDGE NAIL SHEATHING PER PLAN <br />Li _j I <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />iA►nClYPICAL FRAMED BEARING WALL <br />vvv%) Lau <br />0"-16" MAX. GAP <br />STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN <br />20 FILL w/ 2" MAX. GAP <br />WINDOWS AND DOORS AND AT ENTRIES WITHOUT <br />BETWEEN BLOCKS. BLOCK <br />BARREL FRAMING. SHEATH OUTSIDE ONLY WHEN <br />AS REQUIRED AT WINDOW <br />BARREL FRAMING IS USED. <br />FASTENER LOCATIONS. <br />lx P.T. SHIM <br />NOTES: <br />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 />STRUCTURAL SHEATHING. <br />DETAIL. <br />REFER TO STRUCTURAL <br />SHEETS FOR NAILING & <br />INSULATION AS <br />WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE <br />OTHER REQ. <br />PER SPECS. <br />FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL <br />ALTERNATE ARCH TOP <br />PRE-ENGINEERED ROOF <br />PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. <br />TRUSSES. REFER TO <br />1 <br />TRUSS MFGR. DRAWINGS. <br />ARCH FRAMING <br />DETAIL <br />ROOF SHINGLE <br />W13 <br />(OR TILE PER SPEC) <br />`� <br />TRUSS STRAP PER <br />REFER TO PLAN <br />Li <br />..y <br />4STRUCT.DETAILS <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 />---FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />W31 IY . 1-STORY WALL SECTION <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). #5 REBAR w/ A.C.I. STANDARD HOOK AT <br />TOP. LAP PER GENERAL NOTES. ---A <br />EBAR VERTICAL <br />ED 25" MIN. U.N.O. <br />' CLEAN OUT AT ALL <br />D CELLS. <br />FOUNDATION PLAN BOND BEAM TOP COURSE <br />DETAILS FOR FOOTING <br />ORCING. LINTEL OVER OPENING — <br />I LAr kI IrIVnL/ <br />W19 <br />TYPICAL FI.LLE.DCELL DETAIL <br />MAY VARY, <br />SEE PLAN <br />8" KNOCK OUT BLOCK w/ <br />►5 BAR GROUTED SOLID <br />►5 VERTICAL BAR IN <br />GROUTED CELL. <br />8" CMU WALL LAID IN <br />RUNNING BOND. <br />W18 STEPPED BOND BEAM OVER LINTEL <br />STUD COLUMNS PER PLAN <br />Y SAS SCREW 016' D.C. - <br />STAGGERED EACH SIDE OF <br />POST (RESULTING IN 8' O.C. <br />IUD COLUMNS PER PLAN OVERALL SPACING) <br />4-PLY: Y, x 5' SDS SCREWS <br />5-PLY: Y x 6' SDS SCREWS <br />6-PLY: Y, x 8' SDS SCREWS <br />7-PLY: i; x 8' SDS SCfM <br />C516 OR EQUIV. (TOP, <br />MIDDLE AND BOTTOM) <br />A NAILS 0 8' O.C. <br />I PLY) (2) 10d NAILS 0 8' O.C. <br />(EACH PLY) <br />MARY METHOD <br />\ CTI In D A rld I)PT <br />TRUSS BOTTOM CHORD PER <br />MANUF. 0 24" O.C. <br />I EDGE NAIL SHEATHING TO TOP <br />PLATE AND TOP AND BOTTOM <br />(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 />_=L1=-1L <br />NOTE: TYPICAL FOR INTERIOR BEARING <br />WALLS w/o SHEATHING, INTERIOR SHEAR <br />WALLS AND EXTERIOR WALLS w/ SHEATHING <br />ALTERNATE METHOD <br />FUR (4) PLY UN MUHL SIUD COLUMNS <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />O <br />r-4 <br />v <br />°'O <br />J\ <br />ttz <br />00 <br />v <br />a� <br />U <br />`Y' <br />M <br />•P <br />v <br />O <br />;MmIll <br />�'' <br />w <br />0 <br />b� <br />l"� <br />cr1 <br />co <br />N <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />C.O.A.# ENGINEERING: PROJECT TYPE <br />29349 Single Famil <br />I� THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE SPECIFICATION LEVEL <br />P.E. # 86025 FLORIDA Pulte <br />12/15/20 <br />DATE E%Iiilll!/ <br />PLAN NAME <br />Hi h ate <br />NPC CHI NU ER <br />- � °• 860 � 2811.500 <br />TAT!{��� SHEETS4.2 <br />