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° <br />° <br />° <br />° <br />° <br />o <br />° <br />o <br />° <br />----NOTE: <br />SHEATHING <br />PROVIDE BLOCKING <br />EDGES. <br />° <br />AT ALL <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />o <br />o <br />° <br />° <br />° <br />° °°° <br />°°° <br />° °°° <br />° °°° <br />° ° <br />° ° <br />° <br />° <br />NAIL <br />12" IN <br />° <br />° <br />° <br />SPACING AT <br />FIELD <br />° <br />° <br />° <br />°°°°°°°°° <br />EXTERIOR WALL SHEATHING <br />SHEATHING <br />NAIL <br />VERTICAL <br />HORIZONTAL <br />FIELD <br />BLOCKING <br />REQUIRED (MIN) <br />SPACING <br />SPACING <br />SPACING <br />REQUIRED <br />7/16 SHEATHING <br />$dZE <br />3" O.C. <br />3 O.C. <br />12 O.C. <br />ALL <br />EDGES <br />SINGLE NAIL EDGE SPACING <br />1/2" t/2 s <br />o <br />o <br />1 /2" <br />DOUBLE NAIL EDGE SPACIN( <br />`20 BLOCKING <br />STUD SPACING PER PLA NAMING SHEATHING SPLICE -SAME THICKNESS AND <br />STRUCTURAL SHEATHING PER PLAN STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />W01 TYPICAL SHEATHING DETAIL <br />UL <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 />w/ 30 PLATE WASHERS <br />STUDS AT 16" O.C. <br />ATHING PER PLAN <br />TOM PLATE CONNECTOR: <br />I SDWC15450 SCREWS Q EA STUD <br />REFER TO FOUNDATION PLAN FOR <br />FOOTING SIZE AND LOCATION <br />OAD BEARING WALL w/UPLIFT <br />3 <br />m <br />0 <br />cn <br />cn <br />`o <br />U <br />0 <br />CV <br />O <br />N <br />0 <br />CD <br />w <br />O <br />d <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL <br />SHEETS FOR NAILING & <br />OTHER REQ. <br />12 <br />PER <br />\�I ELEV. <br />Li <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 />gd <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 />ILM <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 />INSULATION AS W <br />PER SPECS. F <br />PRE-ENGINEERED ROOF P <br />TRUSSES. REFER TO <br />TRUSS MFGR. DRAWINGS. <br />ROOF SHINGLE <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 />STRAP INSIDE FACE OF WALL PER — <br />W10 WHEN TRUSS STRAPS <br />INSTALLED ON INSIDE <br />(NON -SHEATHED) FACE OF WALL <br />— EDGE NAIL SHEATHING <br />MTS16 FROM EA. TRUSS <br />TO HDR, <br />SIMPSON H2.5A ®TOP &BOTTOM OF <br />PER PLAN <br />CRIPPLES AS REQ'D, <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />OPENING FRAMING (JACK STUDS ONLY) <br />STRAPPING AT INTERIOR <br />PLATE TO BE SPLICED OVER A STUD. <br />PROVIDE 4$" LAP SPLICE w/ (3) 10d <br />FACE PER PLAN <br />CQMMQN 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 <br />(6) 10d NAILS KING STUD TO <br />CONT. w/ 10d COMMONS AT 16" O.C. <br />MIN. ADDTIONAL JACK STUD <br />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 <br />NAILS U.N.Q - CENTER ON BOTTOM - <br />(1) SIMPSON LSTA18 <br />AT 3" O.C. ALL AROUND <br />HEADER <br />CENTER ON HEADER. <br />OPENING <br />CONNECT WALLS PER W10 DETAIL ®— <br />STRUCTURAL SHEATHING PER PLAN <br />INTERIOR NQN-SHEATHED WALLS <br />(ON OPPOSITE SIDE OF WALL) <br />DOUBLE SILL AS REQ. FOR <br />2x STUDS AT 16" O.C. <br />SHUTTER ATTACHMENT <br />2x STUDS AT 16" O.C. <br />- — - <br />I I I <br />SHEATHING PER PLAN ® EXTERIOR <br />WALLS AND SHEAR WALLS (ON <br />OPPOSITE SIDE OF WALL) <br />EDGE NAIL SHEATHING <br />I I I I <br />(1) SP4 TO KING & JACK STUD U.N.O.- <br />PER PLAN <br />I I I I <br />EDGE NAIL SHEATHING PER PLAN <br />II II <br />=Li_LL <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />in►n� TYPICAL FRAMED BEARING WALL <br />v v v v ewI <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 />c P.T. SHIM <br />)TES: ALTERNATE ARCH TOP <br />NOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. <br />WINDOW OR DOOR IS INSTALLED IN OPENING SEE "TYPICAL <br />NDOW AND DOOR ATTACHMENT DETAIL" FOR INSTALLATION <br />-TAIL. <br />HERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE <br />ASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP <br />ER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. <br />ARCH FRAMING DETAIL <br />W13 au <br />SEE STRUCT. DETAILS FOR <br />VARIATIONS <br />0'-0, <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />rW31 TYP. 1—STORY WALL SECTION <br />ILU <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 />PED 25" MIN. U.N.O. <br />5" 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 />IU LIAF 111LIUML/ <br />W19 TYPICAL FILLED CELL 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 />Ian <br />STUD COLUMNS PER PLAN <br />r SOS SCREW 016' O.C. — <br />STAGGERED EACH SIDE OF <br />POST (RESULTING IN 8' O.C. <br />IUD COLUMNS PER PLAN OVERALL SPACING) <br />4-PLY: r x 5' SDS SCREWS <br />5-PLY. r x 6' SDS SCREWS <br />6-PLY: r x 8' SDS SCREWS <br />7-PLY: r x 8' SDS SCREWS <br />CSI6 OR EQUIV. (TOP, <br />MIDDLE AND BOTTOM) <br />M NAILS 9 8' O.C. <br />I PLY) <br />PRIMARY METHOD <br />STUD PACK <br />L <br />(2)10d NAILS 0 8' O.C. <br />(EACH PLY) <br />T - - <br />II II <br />II II <br />II II <br />II II <br />II II <br />II II <br />_Ll_LL_ <br />NOTE: TYPICAL FOR INTERIOR BEARING <br />WALLS w/o SHEATHING, INTERIOR SHEAR <br />WALLS AND EXTERIOR WALLS w/ SHEATHING <br />ALTERNATE METHOD <br />FOR (4) PLY OR MORE STUD COLUMNS <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 />C.Q.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />n THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />11 /30/20 <br />DATE <br />�41 <br />'w. <br />No. 86 <br />4: <br />STA7 F 44f�. <br />•+!I "O I4AI. <br />^, <br />o <br />0 <br />WM <br />? <br />t'J <br />coo <br />c:2 <br />o <br />00 <br />n� <br />H <br />"!ZH <br />Lf� <br />i-t <br />opt+ <br />v <br />0-, <br />'� <br />N <br />Uc� <br />r--a <br />;H <br />d�+ <br />c� <br />cz <br />rrv�+ <br />V <br />O <br />� <br />bA <br />r..i <br />as <br />N <br />� <br />lkpuite U` <br />M .,? <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Highgate <br />NPC CHILD NUMBER <br />2811.500 <br />SHEET <br />S4.2 <br />io <br />II <br />