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°----NOTE: <br />PROVIDE BLOCKING <br />AT ALL <br />° <br />° <br />° <br />SHEATHING <br />EDGES. <br />° <br />° <br />° ° <br />° ° <br />° ° <br />° ° <br />° ° ° ° ° ° <br />° ° ° ° ° ° <br />° ° 01. <br />° ° ° ° <br />° <br />° <br />AIL SPACING <br />AT <br />° <br />° <br />° <br />° <br />° <br />12' IN <br />° <br />__ <br />FIELD <br />i <br />° <br />° <br />° <br />° ° ° ° ° ° ° ° ° °1 ° ° <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 s <br />° <br />DOUBLE NAIL EDGE SPACIN( <br />'--2x4 BLOCKING <br />NAILING SH <br />STUD SPACING PER P STRUCTURAL SHEATHINGJ PER PLAN <br />STRENGTH EATHING SPLICE -SAYE THICKNESS AND <br />RENGTH AXIS ORIENTATION AS WALL SHEATHING <br />TYPICAL SHEATHING DETAIL W01 <br />TOP PLATE CONNECTOR: <br />(2) SDWC15600 SCREWS @ EA STUD <br />DOUBLE 2x TOP PLATE <br />MID SPAN BLOCKING <br />BETWEEN EACH STU[ <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 />W10 <br />0 <br />IDS AT 16" O.C. <br />11NG PER PLAN <br />PLATE CONNECTOR: <br />WC15450 SCREWS @ EA STUD <br />�— REFER TO FOUNDATION PLAN FOR <br />FOOTING SIZE AND LOCATION <br />OAD BEARING WALL w/UPLIFT <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 />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 />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 />�— TRUSS BOTTOM CHORD PER <br />EDGE NAIL SHEATHING MANUF. 024" O.C. <br />PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />CRIPPLES AS REQ'D, PLATE TO BE SPLICED OVER A STUD. I EDGE NAIL SHEATHING TO TOP <br />STRAPPING AT INTERIOR PROVIDE 48' LAP SPLICE w/ (3) 10d <br />FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES I I I PLATE AND TOP AND BOTTOM <br />CONT. w/ 10d COMMONS AT 16" O.C. I I I OF HEADER PER PLAN <br />—_ HEADER PER PLAN, (2) PLY <br />HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO MIN, ADD JACK KING STUDS <br />AND CONN. REQ. PER PLAN. <br />MIN. ADDTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) <br />AND CONNECTORS DOUBLE UPPER SILL AS REQ. <br />REQUIREMENTS PER PLAN. FOR SHUTTER ATTACHMENT <br />(1) SIMPSON LSTA24 w/ (18) 10d <br />FASTEN WALL SHEATHING NAILS U.N.O - CENTER ON BOTTOM <br />AT 3' O.C. ALL AROUND HEADER EXTERIOR WALLS &SHEAR <br />OPENING WALLS ONLY, FASTEN <br />CONNECT WALLS PER W10 DETAIL ® SHEATHING AT 3' O.C. ALL <br />INTERIOR NON -SHEATHED WALLS AROUND OPENING <br />DOUBLE SILL AS REQ. FOR DOUBLE SILL AS REQ. FOR <br />SHUTTER ATTACHMENT 2x STUDS AT 16 O.C. _ _ SHUTTER ATTACHMENT <br />SHEATHING PER PLAN @ EXTERIOR <br />WALLS AND SHEAR WALLS (ON <br />OPPOSITE SIDE OF WALL) I I <br />I I I I (1) SP4 TO KING & JACK STUD U.N.O. I <br />EDGE NAIL SHEATHING PER PLAN <br />II II II II <br />==u LL =_jL =L=_JL <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />►ninGVYPICAL FRAMED BEARING WALL <br />v v v v IRIL <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 />tx 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 />STRUCTURAL SHEATHING. <br />WINDOW AND DOOR ATTACHMENT DETAIL" FOR INSTALLATION <br />REFER TO STRUCTURAL <br />DETAIL. <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 />TRUSS MFGR. DRAWINGS. <br />ARCH FRAMING <br />DETAIL <br />ROOF SHINGLE <br />W13 <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 />OlL0'-0" <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />W31 TYP. 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 />1 FILLED CELLS, <br />PLAN). 15 REBAR w/ A.C.I. STANDARD HOOK AT <br />TOP. LAP PER GENERAL NOTES. <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 />IV LM 111FRAL/ <br />W19 <br />IYPICAUFWLED CELL DETAIL <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 />TEPPED BOND BEAM OVER LINTEL <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 />AA26002W2 <br />C.O.A.# ENGINEERING: <br />29349 <br />O THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />12/29/20 <br />DATE L%tllllltlf <br />TE OF <br />O <br />� <br />c / <br />ao <br />O <br />0 <br />V J\ <br />00 <br />i4 <br />v <br />a� <br />U� <br />M <br />c� <br />O <br />'—' <br />w <br />pool <br />r-q <br />VJ <br />N <br />� <br />tPulteCill.,�'04 <br />N <br />F <br />•1�1 <br />o <br />O <br />N C-4 <br />O � <br />coo w <br />4.� <br />N <br />O <br />Q '.j <br />� o <br />C�s � W <br />� <br />Q <br />o �8 I-� <br />w I� <br />� o <br />PRODUCT MANAGER <br />RELEASE <br />DATE: 10 /30 /2020 <br />PROJECT TYPE <br />Single Famil <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Hi h ate <br />NPC CH'IM NU ER <br />2811.500 <br />SHEET /. <br />V .2 <br />