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O O 00 O O O O C O O O Y C <br />O <br />O <br />lol <br />VIEDGES.ING AT ALL <br />DE <br />rSHEATHINGOTE- <br />O <br />STUD SPACING f <br />DOUBLE 2 <br />MID SP, <br />BETWEE <br />2X P.T. SOLE PLATE w/ 1 <br />ANCHOR BOLTS (10 + 2' <br />O.C. MAX. w/7" EMBEDMEI <br />5/8" DIA. EXP. BOLTS AT <br />W/1800 # ALLOWABLE TEP <br />OR 1/2" DIA EXP. BOLTS <br />O.C. W/1200 # ALLOWABL <br />MIN. ALSO AT CORNERS & <br />w/ 3x3 PLATE WASHERS <br />W10 <br />Ll <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 />I%U U\ IV I VVIlunlIVI\ I Ull\ I VI% <br />FOOTING SIZE AND LOCATION <br />OAD BEARING WALL w/UPLIFT <br />12 <br />PER <br />ELEV. <br />INTERIOR <br />NG <br />IN( <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL <br />SHEETS FOR NAILING & <br />OTHER REQ. <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 />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 f <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 MTS16 FROM EA. TRUSS <br />W10 WHEN TRUSS STRAPS TO HDR. <br />INSTALLED ON INSIDE TRUSS <br />BOTTOM <br />(NON—SHEATHED) FACE OF WALL <br />EDGE NAIL SHEATHING MANUF. 24�RD PER <br />O.CO <br />PER PLAN DBL 2X TOP PLATE BOTTOM 2X OF TOP <br />SIMPSON H2.5A 0 TOP & BOTTOM OF CRIPPLES AS REQ'D, PLATE TO BE SPLICED OVER A STUD. <br />OPENING FRAMING (JACK STUDS ONLY) STRAPPING AT INTERIOR I EDGE NAIL SHEATHING TO TOP <br />FACE PER PLAN PROVIDE 4$ LAP SPLICE w/ (3) 10d I I I PLATE AND TOP AND BOTTOM <br />COMMON NAILS AT ENDS. NAIL PLATES I I I OF HEADER PER PLAN <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP CONT. w/ 10d COMMONS AT 16" O.C. _ _ <br />PLATE TO BE SPLICED OVER A STUD. — — — <br />PROVIDE 48" LAP SPLICE w/ (3) tOd — — — HEADER PER PLAN, (2) PLY <br />COMMON NAILS AT ENDS. NAIL PLATES HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO MIN, ADD JACK/KING STUDS <br />CONT. w/ 10d COMMONS AT 16' O.C. MIN. ADD110NAL JACK STUD AND CONN. REQ. PER PLAN. <br />HEADER (MIN. 3 EA. PLY) <br />AND CONNECTORS DOUBLE UPPER SILL AS REQ. <br />(6) 10d NAILS KING STUD REQUIREMENTS PER PLAN. <br />FOR SHUTTER ATTACHMENT <br />TO HEADER (MIN 3 EA PLY) <br />(1) SIMPSON LSTA24 w/ (18) 10d <br />FASTEN WALL SHEATHING NAILS U.N.O - CENTER ON BOTTOM <br />(1) SIMPSON LSTA18 AT 3" O.C. ALL AROUND HEADER EXTERIOR WALLS & SHEAR <br />CENTER ON HEADER. OPENING WALLS ONLY, FASTEN <br />CONNECT WALLS PER W10 DETAIL ® SHEATHING AT 3' O.C. All <br />STRUCTURAL SHEATHING PER PLAN INTERIOR NON -SHEATHED WALLS AROUND OPENING <br />(ON OPPOSITE SIDE OF WALL) DOUBLE SILL AS REQ. FOR DOUBLE SILL AS REQ. FOR <br />SHUTTER ATTACHMENT 2x STUDS AT 16" O.C. _ Z-1 <br />SHUTTER ATTACHMENT <br />2x STUDS AT i6' O.C. - —- - - —�- <br />SHEATHING PER PLAN ® EXTERIOR <br />WAS AND SHEAR WALLS (ON <br />OPPOSITE SIDE OF WALL) <br />EDGE NAIL SHEATHING I I I I (1) SP4 TO KING & JACK STUD U.N.O. I <br />PER PLAN I I I I EDGE NAIL SHEATHING PER PLAN <br />II II II II <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />UMR)ITYPICAI FRAMED BEARING WALL <br />0"-16" MAX. GAP <br />2x4 FILL w/ 2' MAX. CAP <br />BETWEEN BLOCKS. BLOCK <br />AS REQUIRED AT WINDOW <br />FASTENER LOCATIONS. <br />1x P.T. SHIM <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 />WINDOW 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 RECOMMENDATIONS. <br />TRUSSES. REFER TO <br />TRUSS MFGR. DRAWINGS. an <br />ROOF SHINGLE ARCH FRAMING DETAIL (OR TILE PER SPEC) W13 <br />TRUSS STRAP PER <br />STRUCT. DETAILS <br />REFER TO PLAN <br />U <br />FASCIA PER COMMUNITY SPEC <br />SOFFIT & OVERHANG PER <br />SPECIFICATIONS <br />BOND BEAM PER PLAN <br />i 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'-D" <br />___ FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />TYP. 1-STORY WALL SECTION <br />W31 <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. —n <br />EBAR VERTICAL <br />ED 25' MIN. U.N.O. <br />CLEAN OUT AT ALL <br />D CELLS. <br />=OUNDA110N PLAN BOND BEAM TOP COURSE <br />DETAILS FOR FOOTING <br />FORCING. LINTEL OVER OPENING - <br />IV LtW I ml M) <br />MICAUF ILLE�DC ELL DETAIL <br />W19 <br />MAY VARY, <br />SEE PLAN <br />8' KNOCK OUT BLOCK w/ <br />#5 BAR GROUTED SOLID <br />15 VERTICAL BAR IN <br />GROUTED CELL <br />8' CMU WALL LAID IN <br />RUNNING BOND. <br />W18 STEPPED BOND BEAM OVER LINTEL <br />NOTE: TYPICAL FOR INTERIOR BEARING <br />WALLS w/o SHEATHING, INTERIOR SHEAR <br />WALLS AND EXTERIOR WALLS w/ SHEATHING <br />SAID COLUMNS PER <br />Y SDS SCREW I IC ae. — <br />STAGGERED EACH SIDE OF <br />POST (RI ULINO N C O.C. <br />ND emm PER PLAN ovERAIL spm) <br />4-KY. Y, x S' SDS SCREWS <br />5-PLY: Y, x 6' SDS SCREWS <br />6-PLY: Y, x r SDS SUM <br />7-PLW. Y, x 6' SOS SCREWS <br />C316 OR EQUV. (TOP, <br />MIDDLE AND BOTTOM) <br />od MIS 16' O.C. <br />I PLY) <br />20MY METHOD <br />STUD PACK <br />T <br />(2)10d NAILS 16' O.C. <br />(EO PL» <br />FOR (4) PLY OR MORE STUD COLUMNS <br />C.O.A.# ARCHITECTURE: <br />AA260028M <br />C.O.A.# ENGINEERING: <br />29349 <br />O THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86026 FLORIDA <br />12/3/20 <br />DATE``��4i1lII <br />N .8 <br />S of � r <br />�� ' .FLORID,! • ' ��,� <br />AL. <br />C <br />co <br />v00 <br />41 <br />` <br />O <br />00000 <br />A� <br />M <br />U <br />• <br />Q) <br />-� <br />vNiiiII <br />It <br />O <br />0 <br />r� <br />�.+ <br />cf) <br />N <br />� <br />*PulteGroup- <br />c <br />N <br />v <br />o <br />N <br />_0 <br />O �1 <br />L M <br />caa <br />cn <br />cu <br />a� <br />� N <br />D <br />a N V) <br />cn <br />CO <br />:2� ,-� W <br />o Q <br />1-21 <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />PROJECT TYPE <br />Single Famil <br />SPECIFICATION LEVEL <br />Pulte <br />1PLAN NAME <br />Hi h ate <br />NPC CHED NU ER <br />2811.500 <br />SHEET <br />S4.2 <br />