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HORIZONTALNAILING STRAP INSIDE FACE OF WALL PER MTS16 FROM EA. TRUSS <br />0 0 0 0 0 EXTERIOR WALL SHEATHING W10WHEN TRUSS STRAPS TOHDR. <br />0 <br />SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING EXTERIOR GABLE END SHEATHING (ON —SHEATHED FACE OF WALLSTALLED ON INSIDE < <br />o ° ° ° N <br />REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED EDGE NAIL SHEATHING <br />o --NOTE: PROVIDE BLOCKING AT ALL „ „ ALL SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />7/16" SHEATHING Sd 3 O.C. 3 O.C. 12 O.C. SIMPSON H2.5A @TOP &BOTTOM OF PER <br />AS REQ'D, PLATE TO BE SPLICED OVER A STUD. <br />SHEATHING EDGES. EDGES REQUIRED (MIN) SIZE SPACING SPACING SPACING REQUIRED OPENING FRAMING JACK STUDS ONLY) ) STRAPPING AT INTERIOR PROVIDE 48" LAP SPLICE w/ (3) 10d <br />° 3/ 4„ 7/16" MIN ALL FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES <br />SHEATHING 8d 3 O.C. 3" O.C. 12 O.C. EDGES <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP CANT. w/ lOd COMMONS AT 16" O.C. <br />° ° ° o o ° ° PLATE TO BE SPLICED OVER A STUD. <br />° o o o o o ° o ° ° ° 6/4" PROVIDE 48" LAP SPLICE w/ (3) 10d <br />HEADER PER PLAN, (2) PLY 6 10d NAILS KING STUD TO —— <br />3/8" STRUCTURAL SHEATHING COMMON NAILS AT ENDS. NAIL PLATES MIN. ADDTIONAL JACK STUD <br />CONT. w/ 10d COMMONS AT 16 O.C. HEADER (MIN. 3 EA. PLY) <br />AND CONNECTORS <br />° (6) 10d NAILS KING STUD REQUIREMENTS PER PLAN, <br />3/8" TO HEADER (MIN 3 EA PLY) <br />o ° SHEARWALL LATERAL ° ° NAIL SPACING @ 12" IN FIELD (1) SIMPSON LSTA24 w/ (18) 10d <br />'J `, _ FASTEN WALL SHEATHING NAILS U.N.Q — CENTER ON BOTTOM <br />° LOAD DESIGN NAIL r ° <br />NAIL SPACING AT ° SPACING ° v ° O AT 3" O.C. ALL AROUND HEADER <br />;' �! ,r", 1 SIMPSON LSTA18 <br />° o <br />12" IN FIELD � % %' ; ' ° ° 0,.���� CENTER ON HEADER. OPENING <br />SINGLE NAIL EDGE SPACING b i° ° f'/l i ,%r �'I1° SINGLE NAIL EDGE SPACING STRUCTURAL SHEATHING PER PLAN INOTERIOR NON —SHEATHED WALLS NNECT WkLS PER W10 IL @ <br />'f DOUBLE SILL AS REQ. FOR <br />° 1/2" 1/2 s /i / /' / (ON OPPOSITE SIDE OF WALL) SHUTTER ATTACHMENT 2x STUDS AT 16" O.C. <br />SPA — /__1 ./ / ° 2x STUDS AT 16" O.C. <br />° ° SHEATHING PER PLAN @ EXTERIOR <br />— <br />1 „ i / ,/ / I I I I WALLS AND SHEAR WALLS (ON <br />1 2 i / /' ' I I I I OPPOSITE SIDE OF WALL) <br />DOUBLE NAIL EDGE SPACING ° ff;� ' % / % ° J EDGE NAIL SHEATHING I I I I (1) SP4 TO KING & JACK STUD U.N.O.— <br />UPLIFT NAIL SPA G <br />/ PER PLAN I I I I EDGE NAIL SHEATHING PER PLAN <br />/ r` i'.i1 � <br />o / °� / d� °t I I I <br />° ° ° ° o ° o o —L _ji- <br />2z4 BLOCKING GABLE END SHEATHING DETAIL - - - - - <br />STUD SPACING PER PLA NAILING SHEATHING SPLICE -SAME THICKNESS AND W02 au STRUCTURAL SHEATHING PER PLAN NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />W01 TYPICAL SHEATHING DETAIL STRENGTH AXIS ORIENTATION AS WALL SHEATHING <br />TOP PLATE CONNECTOR: lYPICAL FRAMED BEARING WALL <br />(2) SDWC15600 SCREWS @ EA STUD rW05 <br />DOUBLE 2x TOP PLATE <br />MID SPAN BLOCKING <br />BETWEEN EACH STUE <br />2X P.T. SOLE PLATE w/ 112" 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 />70M PLATE CONNECTOR: <br />) SDWC15450 SCREWS @ EA STUD <br />REFER TO FOUNDATION PLAN FOR <br />FOOTING SIZE AND LOCATION <br />W10 LOAD BEARING WALL w/UPLIFT <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL <br />SHEETS FOR NAILING & <br />OTHER REQ. i <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 <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 />0"-16" MAX. GAP <br />2x4 FILL w/ 2" MAX. GAP <br />BETWEEN BLOCKS. BLOCK <br />AS REQUIRED AT WINDOW <br />FASTENER LOCATIONS. <br />P.T. SHIM <br />WHERE <br />)TES: <br />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 />WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE <br />ASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL <br />ALTERNATE ARCH TOP <br />ER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. <br />ARCH FRAMING <br />DETAIL_ <br />W13 �u <br />SEE STRUCT. DETAILS FOR <br />VARIATIONS <br />01L0'-O" <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />TYP. 1-STORY WALL SECTION <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). <br />REBAR VERTICAL <br />PED 25" MIN. U.N.O. <br />_D" CLEAN OUT AT ALL <br />ED CELLS. <br />FOUNDATION PLAN <br />DETAILS FOR FOOTING <br />JFORCING. <br />IU LHr IIIrIUAL) <br />W19 TYPICAL FILLED CELL DETAIL <br />13 <br />#5 REBAR w/ A.C.I. STANDARD HOOK AT <br />TOP. LAP PER GENERAL NOTES. <br />MAY VARY, <br />SEE PLAN <br />BOND BEAM TOP COURSE <br />LINTEL OVER OPENING — <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 />STUD COLUMNS PER PLAN <br />Y,' SDS SCREW 016' O.C. — <br />STAGGERED EACH SIDE OF <br />POST (RESULTING IN 8' O.C. <br />UD COLUMNS PER PLAN OVERALL SPACING) <br />4—PLY. r x 5' SDS SCREWS <br />5—PLY: N x 6' SDS SCREWS <br />6—PLY: N x 8' SDS SCREWS <br />7—PLY: )14 x 8' SDS SCREWS <br />CS16 OR EQUIV. (TOP, <br />MIDDLE AND BOTTOM) <br />d NAILS 0 8' Q.C. <br />PLY) <br />PRIMARY METHOD <br />\ r1T1 ir% r% • ^1 <br />rAlL <br />(2) 10d NAILS 0 8' O.C. <br />(EACH PLY) <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.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 />12/15/20 <br />DATE\l��IIiIII!/ <br />IN .860 - <br />i ORtDP <br />lIIII <br />^1 <br />0 <br />W <br />M <br />t'J <br />v <br />00 <br />c� <br />O <br />VJ <br />�00 <br />v� <br />• <br />-121 <br />n�� <br />V <br />O <br />C� <br />bA <br />N <br />� <br />Q "I <br />s <br />m <br />CD <br />� M <br />s <br />O <br />0 <br />O N <br />00 w <br />4� <br />a� <br />O N <br />F—O <br />� <br />o <br />W <br />� Q <br />0 <br />CM10 <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 />Hi h ate <br />NPC CHI NU ER <br />2811.500 <br />SHEET <br />S4.2 <br />