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0 0 0 0 0 0 0 0 0 0 0 0 0 0 <br />° <br />o <br />---NOTE: <br />SHEATHING <br />PROVIDE BLOCKING <br />EDGES. <br />° <br />AT ALL <br />° <br />° <br />° <br />° <br />° <br />NAIL <br />12" IN <br />° <br />o <br />° <br />SPACING AT <br />FIELD <br />o <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 />DOUBLE NAIL EDGE SPACIN( <br />— —2x4 BLOCKING <br />NAWNG SHEATHING SPLICE —SANE THICKNESS AND <br />STUD SPACING PER PLAN STRUCTURAL SHEATHINGJ PER PLAN STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />TYPICAL SHEATHING DETAIL <br />W01 <br />TOP PLATE CONNECTOR: <br />f 2i 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 />0 <br />N <br />STUDS AT 16" O.C. <br />__ATHING 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 />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 />W021GABLE END SHEATHING DETAIL <br />Irm <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 />(2) SDWC15600 9 TOP OF <br />JACK STUDS, U.N.O. <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 CDMMONS 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 />SHEATHING PER PLAN - <br />2x STUDS AT 16" O.C. - <br />(3)SDWC15450 0 BOTTOM <br />OF JACK STUDS, U.N.O. - <br />NAILING PER PLAN <br />— UPLIFT NAILING PER PLAN <br />CRIPPLES AS REQ'D <br />HEADER PER PLAN, (2) PLY <br />MIN. AD011ONAL JACK STUD <br />AND CONNECTORS <br />REQUIREMENTS PER PLAN. <br />FASTEN WALL SHEATHING <br />AT 3" O.C. ALL AROUND <br />OPENING <br />— —F F — 71— <br />II II <br />II II <br />II II <br />II II <br />II II <br />it II <br />II II <br />NOTE: TYPICAL FOR EXTERIOR BEARING WALLS <br />FRAMING TO BE 20 U,N.O. ON PLANS <br />lAlIII r TYPICAMF RA MED BEARING WALL <br />0"-16" MAX, GAP —, rrVv %LU <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 />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 />TRUSSR. DRAWINGS. <br />ARCH FRAMING <br />DETAIL <br />ROOF SHINGLE <br />W13 <br />(OR TILE PER SPEC) <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />AL REFER TO PLAN <br />U <br />FASCIA PER COMMUNITY SPEC <br />SOFFIT PER MANUFACTURER'S <br />INSTALLATION INSTRUCTIONS <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 />I-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 />Ku <br />REBAR, CONT, IN <br />D 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). 15 REBAR w/ A.C.I. STANDARD HOOK AT <br />TOP. LAP PER GENERAL NOTES. --A <br />—T" I_ MAY VARY, <br />REBAR VERTICAL SEE PLAN <br />PED 25" MIN. U.N.O. <br />i" CLEAN OUT AT ALL <br />ED CELLS. <br />FOUNDATION PLAN BOND BEAM TOP COURSE <br />1 DETAILS FOR FOOTING <br />dFORCING. UNTEL OVER OPENING — <br />IV Lni 1 1 n 1\1M) <br />W19 TYPICAL FILLED CELL DETAIL <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 />(2) SDWC15600 PLATE TO TRUSS, U.N.O. <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 TO <br />HEADER (MIN. 3 EA. PLY) <br />(1) SIMPSON LSTA24 w/ (18) 10d <br />NAILS UXG — CENTER ON BOTTOM <br />HEADER <br />CONNECT WALLS PER W10 DETAIL <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 />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 w/ (1) H2.5A. <br />`,�111III!/ <br />00o Fieldstone <br />GEN 01 <br />C.O.A# ARCHITECTURE: i <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />0 BENJAMIN NIESE, PE <br />P.E.# 86025 <br />❑ LAN MCCULLOUGH, PE —STATE OF <br />P.E.#80956 I�ALO?`� <br />09/10/2021 ���NA%. <br />A SINE 1111111 <br />*PulteGrouir <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX Ax /xxxx <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pt lte <br />PLAN NAME <br />Hi h ate <br />NPC CHIED NU ER <br />2811.5W <br />SHEET <br />S4,2 <br />