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° ° ° ° ° ° ° ° ° <br />°----NOTE: <br />PROVIDE BLOCKING <br />AT ALL <br />° <br />° <br />° <br />° <br />SHEATHING <br />EDGES. <br />° <br />° <br />° <br />° ° <br />° ° <br />° ° _0* ° <br />° ° ° ° ° <br />° ° ° ° <br />° ° ° ° O <br />° <br />° <br />° <br />NAIL <br />° <br />SPACING AT <br />° <br />° <br />° <br />° <br />° <br />12" IN <br />° <br />FIELD <br />° <br />° <br />T <br />° <br />° <br />° <br />° <br />° ° ° ° ° ° ° <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 />3 O.C. <br />3 O.C. <br />12 O.C. <br />ALL <br />EDGES <br />SINGLE NAIL EDGE -SPACING <br />1 /2" 2 S <br />DOUBLE NAIL EDGE SPACIN( <br />— —2x4 BLOCKING <br />STUD SPACING PER PLA NAILING SHEATHING SPUCE—SAME THICKNESS AND <br />STRUCTURAL SHEATHING PER PLAN STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />W01 TYPICAL SHEATHING DETAIL <br />TOP PLATE CONNECTOR: <br />(2) SDK15600 SCREWS ® EA STUD <br />DOUBLE 2x TOP PLATE <br />MID SPAN BLOCKING <br />BETWEEN EACH STUC <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 112" DIA EXP, BOLTS AT 24" <br />O.C. W/1200 # ALLOWABLE TENSION <br />MIN. ALSO AT CORNERS & JAMB <br />w/ 3x3 PLATE WASHERS <br />IDS AT 16" O.C. <br />iING PER PLAN <br />PLATE CONNECTOR: <br />WC15450 SCREWS @ EA STUD <br />`— REFER TO FOUNDATION PLAN FOR <br />FOOTING SIZE AND LOCATION <br />W10 LOAD BEARING WALL w/UPLIFT <br />Ku <br />N <br />N <br />0 <br />M <br />a <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 />itu <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 0 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 />- EDGE NAIL SHEATHING <br />PER PLAN <br />CRIPPLES AS REQ'D, <br />STRAPPING AT INTERIOR <br />FACE PER PLAN <br />MTS16 FROM EA. TRUSS <br />TO HDR. <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 />HEADER PER PLAN, (2) PLY <br />(6) 10d 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 />DOUBLE SILL AS REQ. FOR <br />SHUTTER ATTACHMENT <br />- �T -- <br />II II <br />II II <br />II II <br />II II <br />II II <br />II II <br />—L1_LL <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />,A,,,C),TYPICAL FRAMED BEARING WALL <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 />1x P.T. SHIM <br />FALTERNATE <br />NOTES: <br />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 />` <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />OILREFER TO PLAN <br />tJ <br />Y <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 />DEPT�efl6k <br />W31 IYP. 1-STORY WALL S <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 r <br />D CELLS. <br />FOUNDATION PLAN BOND BEAM TOP COURSE <br />DETAILS FOR FOOTING <br />ORCING, LINTEL OVER OPENING - <br />IV Lni k i n MIL) <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 _TEPPED BOND BEAM OVER LINTEL <br />CONNECT WALLS PER W10 DETAIL <br />INTERIOR NON -SHEATHED WALLS <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 />II II <br />II II <br />II II <br />II II <br />E_ II II <br />II II <br />_LL —1L <br />NOTE: TYPICAL FOR INTERIOR BEARING <br />WALLS w/o SHEATHING, INTERIOR SHEAR <br />WALLS AND EXTERIOR WALLS w/ SHEATHING <br />TRUSS BOTTOM CHORD PER <br />MANUF. 0 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.O.A.# ARCHITECTURE: <br />AA26002802 <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 />3/31 /21 <br />DATE ```11111111/// <br />041N <br />o. 8 025 .. <br />r 00 <br />w <br />V <br />14 <br />V <br />L <br />2D <br />O <br />MC <br />r-+ <br />00 <br />M <br />� <br />O <br />0�0 <br />iN <br />dam,+ <br />O <br />va-\ <br />0 <br />"o <br />v <br />U`�q <br />� <br />711 <br />0 <br />c3 <br />O <br />� <br />b�D <br />C1� <br />N <br />as <br />„ <br />0 q_ <br />0 �rg <br />0 lz <br />N <br />00 <br />d <br />� c�n <br />v <br />0 <br />o <br />cts � W <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />1PLAN NAME <br />Highgate <br />NPC CH NU ER <br />2811.500 <br />SHEET <br />