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HORIZONTAL NAUNG <br />.............. <br />--NOTE: PROVIDE BLOCKING AT ALL <br />SHEATHING EDGES, <br />. . . . ... . . . . . <br />/--N I L SPACING AT <br />IN FIELD <br />12 <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 />S' O�C� <br />3" O.C. <br />12" O.C. <br />ALL <br />EDGES <br />SINULE NAIL EDGE SPACING <br />1/2� 1/2 S <br />1 /2" <br />DOUBLE NAIL EDGE SPACIN( <br />NAUNG �-2x4 BLOCKING <br />G_jSTUD SPACING PER PLAN--/ STRUCTURAL SHEATHIN PER PLAN HEATHING SPUCE-SAME THICKNESS AND <br />STRINGTH AXIS ORIENTATION AS WALL SHEATHING <br />TYPICAL SHEATHING DETAIL <br />W01 Lu <br />y <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 wl 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 />EATHING PER PLAN <br />'TOM PLATE CONNECTOR: <br />SDWC15450 SCREWS @ EA STUD <br />`--REFER TO FOUNDATION PLAN FOR <br />FOOTING SIZE AND LOCATION <br />W10 LO�AD�BE_ARI�NG <br />STRUCTURAL SHEATHING, <br />REFER TO STRUCTURAL <br />SHEETS FOR NAILING & <br />OTHER REQ. <br />12 <br />PER <br />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 />8d <br />J' 0. C. <br />3" O.C� <br />12' O.C. <br />ALL <br />SHEATHING <br />I <br />I EDGES <br />HEATHING DETAIL <br />),GABLE END S <br />W02 <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 1501, <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 />IOU, milli <br />(2) SDWC15600 0 T( <br />JACK STUDS, U.N.0, <br />DBL 2X TOP PLATE. <br />PLATE TO HE SPLICE <br />PROVIDE 4B" LAP S[` <br />COMMON NAILS AT E <br />CONT. wl 10d COMIV <br />(6) 10d NAILS KING <br />TO HEADER (MIN 3 <br />(1) SIMPSON LSTAIE <br />CENTER ON HEADER <br />SHEATHING PER PLA <br />2x STUDS AT 16" 0. <br />(3)SDWC15450 0 BO <br />OF JACK STUDS, U.N <br />NAILING PE <br />V-16" MAX. CAP vvvv <br />2x4 FILL w/ 2" MAX. GAP <br />BETWEEN BLOCKS. BLOCK <br />AS REQUIRED AT WINDOW <br />FASTENER LOCATIONS. <br />NOTES: ALTERNATE ARCH TOP <br />MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. <br />IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE "TYPICAL <br />WNDOW AND DOOR ATTACHMENT DETAIL" FOR INSTALLATION <br />DETAIL. <br />INSULATION AS WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE <br />PER SPECS. FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL ALTERNATE ARCH TOP <br />PRE-ENGINEERED ROOF PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIDNS. <br />TRUSSES, REFER TO <br />TRUSS MFGR. DRAWINGS. <br />ROOF SHINGLE (W13 ARCH FRAMING DETAIL <br />(OR TILE PER SPEC) US <br />TRUSS STRAP PER <br />Al T D��IATF AOrW TnD <br />STRUCT. DETAILS <br />rAi--�REFER TO PLAN <br />FASCIA PER CO'MMUNITY SPEC <br />SOFFIT PER MANUFACTURER'S <br />INSTALLATION INSTRUCTIONS <br />BOND BEAM PER PLAN <br />PRECAST LINTEL PER PLAN <br />OPENING wl PRECAST <br />SILL PER . PLAN <br />SEE STRUCT. FOR ALL <br />REINFORCEMENT <br />REQUIREMENTS <br />EXTERIOR <br />SEE STRUCT. DETAILS FOR <br />VARIATIONS <br />OL 0'-0" <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF REQ <br />IY� <br />W31 1-STORY WAL <br />REBAR, CONT. IN <br />ID BEAM <br />DBEAM PER PLAN <br />REBAR VERTICAL <br />PED 25" MIN. U.N.O. <br />REBAR VERTICAL IN <br />ID FILLED CELLS, <br />E PLAN). <br />REBAR VERTICAL <br />LWPED 25" MIN. U,N,O. <br />5" CLEAN OUT AT ALL <br />ED CELLS, <br />FOUNDATION PLAN <br />DETAILS FOR FOOTING <br />IFORCING. <br />W19 I�YPIC�AL �FI4_ZED�CE_LL XET.AIL <br />(2) SDWC15600 PLATE TO TRUSS, U.N.O. <br />UPLIFT NAILING PER PLAN <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />IPPLES AS REQ'D PLATE TO BE SPLICED OVER A STUD, <br />PROVIDE 46" LAP SPLICE w/ (3) 10d <br />COMMON NAILS AT ENDS. NAIL PLATES <br />CONT. wl 10d COMMONS AT 16� O.C� — <br />ADER PER PLAN, (2) PLY <br />(6) 10d NAILS KING STUD TO <br />ADDTIONAL JACK STUD <br />HEADER (MIN. 3 EA. PLY) <br />D CONNECTORS <br />QUIREMENTS PER PLAN. <br />STEN WALL SHEATHING <br />(1) SIMPSON LSTA24 w/ (13) 10d <br />Y O.C. ALL AROUND <br />NAILS U.N,O - CENTER ON BOTTOM <br />'ENING <br />HEADER <br />CONNECT WALLS PER W10 DETAIL — <br />NOTE: TYPICAL FOR EXTERIOR BEARING WALLS <br />FRAMING TO BE 20 U.N.O. ON PLANS <br />T�Y P %G A �LF �RA �ME �DB �EA R �IN �GW�A L�L <br />#5 REBAR w/ A,C.I. STANDARD HOOK AT <br />TOP. LAP PER GENERAL NOES. <br />MAY VARY, <br />SEE PLAN <br />BONDBEAM TOP COURSE <br />UNTEL OVER OPENING <br />8" KNOCK OUT BLOCK w/ <br />#5 BAR GROUTED SOLID <br />#5 VERTCAL BAR IN <br />GROUTED CELL, <br />8' CMU WALL LAID IN <br />RUNNING HOND, <br />W10TEPPED BOND BEAM OVER LINTEL <br />2x STUDS AT 16" O.C. <br />(3) SDWC15450 @ BOTTOM <br />OF KING/JACK, U.N.O. — <br />TRUSS BOTTOM CHORD PER <br />MANUF. @ 24" O.C, <br />(2) SDWC15600 TOP <br />PLATES TO EA HEADER <br />PLY ADJACENT TO EA <br />TRUSS, UNO <br />HEADER PER PLAN, (2) PLY MIN, ADDITIONAL <br />JACK STUD AND CONNECTORS REQUIREMENTS <br />PER PLAN. <br />— — — — <br />_F I— _FI <br />NOTE: TYPICAL FOR INTERIOR BEARING WALLS w/o SHEATHING. <br />FRAMING TO BE 2x4 U.N.O. ON PLANS. IF CRIPPLE STUDS ABOVE <br />HEADER, CONNECT CRIPPLES TO TOP PLATES & HEADER (1) H2.5A. <br />Fieldstone <br />C.O.A# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: 602 <br />29349 <br />E BENJAMIN NIESE, PE <br />P. E.# 86025 <br />El IAN MCCULLOUGH, PE STATE OF <br />P.E.# 80956 <br />08/30/2021 N <br />DATE SIGNED 1111i [it jx%\ <br />�D <br />0 <br />5 <br />cf) <br />00 <br />N <br />C-4 <br />u <br />0 <br />110 <br />— <br />Ift <br />0 <br />r.4 <br />rm� <br />cq <br />1 0 2 <br />CD <br />p <br />L< <br />00 9 1 <br />'rs <br />PL4 <br />4_4 <br />cp <br />0 <br />�:: <br />"K� <br />f_4 <br />-1c 0 <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx Ax /xxxx <br />PROJECT TYPE <br />Single Famflyj <br />SPECIFICATION LEVEL <br />1PLANNAME <br />Highgate <br />NPC CHITD NUFER <br />2811.500 <br />SHEET <br />S4,2 <br />