Laserfiche WebLink
0 <br />AL NAIu <br />--NOTE: PROVIDE BLOCKING AT ALL ° <br />SHEATHING EDGES. <br />° ° <br />° <br />° <br />°°°°°°°° °°°°° <br />°°°°° °°° <br />o ° <br />° <br />o ° <br />o <br />/--N <br />AIL SPACING AT ° <br />12" IN FIELD <br />° <br />° <br />°0 ° <br />A <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 />S <br />3 O.C. <br />3 O.C. <br />12 O.C. <br />ALL <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 PLAJ NAILING <br />STRUCTURAL SHEATHING PER PLAN SHEATHING SPLICE -SAME THICKNESS AND <br />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 STUE <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 />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 />OAD BEARING WALL w/UPLIFT <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 DETAILlax <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 />1x P.T. SHIM <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 ® 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 />MTS16 FROM EA. TRUSS <br />TO HDR. <br />— EDGE NAIL SHEATHING <br />PER PLAN <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />CRIPPLES AS REQ'D, <br />PLATE TO BE SPLICED OVER A STUD. <br />STRAPPING AT INTERIOR <br />PROVIDE 48" LAP SPLICE w/ (3) 10d <br />FACE PER PLAN <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 />II it <br />II II <br />II li <br />II II <br />II II <br />II II <br />--L-LL <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />iAmaVYPICAL FRAMED BEARING WALL <br />vvvv IKu <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 />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 />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 />rAlRNATE <br />OTHER REQ. <br />12 <br />PER SPECS. <br />FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL <br />ARCH TOP <br />PER <br />PRE—ENGINEERED ROOF <br />PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. <br />TRUSSES. REFER TO <br />ELEV. <br />TRUSS MFGR. DRAWINGS. <br />ARCH FRAMING <br />DETAIL <br />ROOF SHINGLE <br />W13 <br />(OR TILE PER SPEC) <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />I <br />OIL REFER TO PLAN <br />LJ <br />FASCIA PER COMMUNITY SPEC <br />INTERIOR <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 />0 <br />h 0'-0" <br />FINISHED GRADE <br />`o \ <br />MONOLITHIC FOUNDATION, SEE <br />o JIKUUIUKAL ULIAILJ I -UK WIUIh, <br />N DEPTH & REINF. REQ. <br />DTYP. 1-STORY WALL SECTION <br />(W31 <br />Z <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). #5 REBAR w/ A.C.I, STANDARD HOOK AT <br />TOP. LAP PER GENERAL NOTES. <br />EBAR VERTICAL <br />ED 25" MIN. U.N.O. <br />CLEAN OUT AT ALL <br />D CELLS. <br />=OUNDATION PLAN BOND BEAM TOP COURSE <br />DETAILS FOR FOOTING <br />ORCING. LINTEL OVER OPENING - <br />I Ll11 `1 II lUr%L/ <br />W19lYP.CALD CFILLEELL 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 />JUL <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 />STUD COLUMNS PER PLAN <br />r SDS SCREW 016' O.C. — <br />STAGGERED EACH SIDE OF <br />POST (RESULTING IN 8' O.C. <br />OVERALL SPACING) <br />ND COLUMNS PER PLAN <br />4-PLY: r x 5' SDS SCREWS <br />5-PLY: r x 6' SDS SCREWS <br />6-PLY: N x e SOS SCREWS <br />7-PLY: r x e SDS SCREWS <br />06 OR EQUIV. (TOP, <br />MIDDLE AND BOTTOM) <br />Dd NAILS ® 8' O.C. <br />i PLY) (2) 10d NNLS 0 8' O.C. <br />(EACH PLY) <br />PRIMARY METHOD <br />STUD PACK <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. Q 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.Q.A.# ARCHITECTURE: <br />AA26002802 <br />C.Q.A.# ENGINEERING: <br />29349 <br />❑ THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />® BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />12/3/20 <br />DATE <br />~ F3 r <br />E OF <br />N. <br />Al <br />AL. <br />� <br />o <br />O <br />m <br />M <br />� _ / <br />r� <br />o0 <br />4jo <br />VJ <br />� <br />""00 <br />v� <br />UM <br />d+ <br />ch <br />c5 <br />O <br />w <br />bb <br />N <br />� <br />*PulteL.. <br />fie$ 4 <br />0uj <br />g <br />s <br />0 <br />a N <br />v <br />o <br />M <br />O <br />O V4 <br />4 <br />M <br />M <br />00 w <br />11.0 <br />4� <br />O N <br />n <br />O <br />,-� W <br />o Q <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Single Family <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 />o�a <br />