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0 ° ° ° ° ° <br />°NOTE: <br />PROVIDE BLOCKING <br />AT ALL <br />° <br />° <br />° <br />SHEATHING <br />EDGES. <br />° <br />° ° <br />° ° <br />° ° <br />° ° <br />° ° ° ° ° <br />° ° ° ° ° <br />° ° ° ° ° <br />° ° ° ° ° <br />° <br />° <br />AIL <br />° <br />° <br />SPACING AT <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />12" IN <br />° <br />° <br />HELD <br />° <br />° <br />° <br />° <br />° <br />° <br />° <br />° ° ° ° ° 91 ° ° <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 />AL <br />EDGES <br />SINGLE NAIL EDGE'SPACING <br />1/2' 1/2 S <br />° <br />1/2" <br />DOUBLE NAIL EDGE SPACIN( <br />�-2x4 BLOCKING <br />STUD SPACING PER PLA SHEATHING SPLICE —SAME THICKNESS AND STRUCTURAL SHEATHING NAILING PER PLAN STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />W01 TYPICAL SHEATHING DETAIL <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 />W10 <br />b <br />STUDS AT 16" O.C. <br />'LATHING 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 />IVA <br />PER <br />ELEV. <br />INTERIOR <br />EXTERIOR GABLE END 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' MIN <br />8d <br />3" O.C. <br />3" O.C. <br />12' O.C. <br />ALL <br />SHEATHING <br />EDGES <br />� /." <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 />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: <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 />TRUSS MFGR. DRAWINGS. <br />ARCH FRAMING <br />DETAIL <br />ROOF SHINGLE <br />W13 <br />(OR TILE PER SPEC) <br />„u <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />REFER TO PLAN <br />U <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 />p,-0" <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />►.�TYP. 1-STORY WALL SECTION <br />W19 <br />EBAR, CONT. IN <br />BEAM <br />BEAM PER PLAN <br />EBAR VERTICAL <br />ED 25" MIN. U.N.O. <br />EBAR VERTICAL IN <br />I 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 />IV Lt%F ll lFIW%L) <br />TYPIr. A I PH I Pri N:l I I)PT A II <br />MTS16 FROM EA. TRUSS < <br />STRAP INSIDE FACE OF WALL PER <br />W10 WHEN TRUSS STRAPS TO HDR. ` <br />INSTALLED ON INSIDE TRUSS BOTTOM CHORD PER ' <br />(NON -SHEATHED) FACE OF WALL MANUF. 0 24" O.C. <br />EDGE NAIL SHEATHING <br />PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP ' <br />OPENINGSIMPSON FRAMING <br />G TOP &BOTTOM OF PER <br />AS REQ'D, PLATE TO BE SPLICED OVER A STUD. I EDGE NAIL SHEATHING TO TOP <br />OPENING FRAMING (JACK STUDS ONLY) STRAPPING AT INTERIOR PROVIDE 48" LAP SPLICE w/ (3) 10d <br />I I I PLATE AND TOP AND BOTTOM <br />FACE PER PLAN <br />COMMON NAILS AT ENDS. NAIL PLATES LI I I OF HEADER PER PLAN <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP CONT. w/ 10d COMMONS AT 16" O.C. <br />PLATE TO BE SPLICED OVER A STUD. — —_ —_ —_ HEADER PER PLAN, (2) PLY <br />PROVIDE 48" LAP SPLICE w/ (3) 10d MIN, ADD JACK/KING STUDS <br />COMMON NAILS AT ENDS. NAIL PLATES HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO <br />CONT. w/ AIL10d COMMONS AT O.C. MIN. ADDTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) AND CONN. REQ. PER PLAN. <br />AND CONNECTORS DOUBLE UPPER SILL AS REQ. <br />(6) 10d NAILS KING STUD REQUIREMENTS PER PLAN. FOR SHUTTER ATTACHMENT <br />TO HEADER (MIN 3 EA PLY) (1) SIMPSON LSTA24 w/ (18) 10d <br />FASTEN WALL SHEATHING NAILS U.N.O — CENTER ON BOTTOM <br />(1) SIMPSON LSTA18 AT 3' O.C. ALL AROUND HEADER EXTERIOR WALLS & SHEAR <br />CENTER ON HEADER. OPENING WALLS ONLY, FASTEN <br />CONNECT WALLS PER W10 DETAIL ® SHEATHING AT 3' O.C. ALL <br />STRUCTURAL SHEATHING PER PLAN INTERIOR NON —SHEATHED WALLS AROUND OPENING <br />(ON OPPOSITE SIDE OF WALL) DOUBLE SILL AS REQ. FOR " DOUBLE SILL AS REQ. FOR <br />2x STUDS AT 16O.C. <br />SHUTTER ATTACHMENT _ _ 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 />EDGE NAIL SHEATHING I I I I (1) SP4 TO KING & JACK STUD U.N.O. <br />PER PLAN I I I I EDGE NAIL SHEATHING PER PLAN <br />II II II II <br />=L1_JL -u=JL <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />,AMr,1TYPICAL FRAMED _BEARING _.WALL <br />rrvv lam <br />#5 REBAR w/ A.C.I. STANDARD HOOK AT <br />TOP. LAP PER GENERAL NOTES. --A <br />BOND BEAM TOP COURSE <br />LINTEL OVER OPENING <br />W18 <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 />TEPPED BOND BEAM OVER LINTEL <br />NOT: TYPICAL FOR INTERIOR BEARING <br />WALLS w/o SHEATHING, INTERIOR SHEAR <br />WALLS AND EXTERIOR WALLS w/ SHEATHING <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <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 />3/31 /21 <br />DATE <br />0 r <br />TATE OFIVA <br />L <br />O0 <br />ul) <br />Is <br />A� <br />Vc <br />r i <br />c� <br />N <br />� <br />ArpulteGroup- <br />RODUCT MANAGE <br />I RELEASE I <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Single Family <br />P <br />SPECIFICATION LEVEL <br />Pt lte <br />PLAN NAME <br />Hi h ate <br />NPC CHD NU ER <br />2811.500 <br />SHEET S4.2 <br />