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___ L_ _ — __ <br />I 1' _1 1. 1.!. 1 1 .__ <br />O O O 0 O O C O C " O O <br />O <br />e <br />o <br />o <br />o <br />o <br />0 <br />o <br />O <br />o <br />0 <br />NOTE: <br />SHEATHING <br />O <br />PROVIDE BLOCKING <br />EDGES. <br />0 <br />O <br />AT ALL <br />o <br />O <br />o <br />, <br />, <br />, <br />0 <br />O <br />0 <br />o <br />0 <br />o a <br />o <br />o 000 <br />eao <br />o aoo <br />0 000 <br />o a o <br />0 0 0 <br />0 <br />0 <br />AIL <br />12' IN <br />O <br />0 <br />0 <br />SPACING AT <br />FIELD <br />0 <br />O <br />e o000000 <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 />C112' 1/2 s <br />0 <br />0 <br />1/2' <br />DOUBLE NAIL EDGE SPACIN( <br />-'--2x4 BLOCKING <br />J <br />STUD SPACING PER P STRUCTURAL SHEATHING PENAILING SHEATHING SPLICE -SAME THICKNESS AND <br />R PLAN 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 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 />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 />OAD BEARING WALL w/UPLIFT <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL <br />SHEETS FOR NAILING & <br />OTHER REQ. <br />12 <br />.�jPER <br />ELEV. <br />u <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 />offou <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#. <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 />,dkREFER 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 />ASTENER <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 />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 />(W113 <br />SEE STRUCT. DETAILS FOR <br />VARIATIONS <br />0'—O" <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />(W31 IYP. 1—STORY WALL SECTION <br />EBAR, CONT. IN <br />BEAM <br />BEAM PER PLAN <br />EBAR VERTICAL <br />ED 25' MIN. U.N.O. <br />STRAP INSIDE FACE OF WALL PER — <br />W10 WHEN TRUSS STRAPS <br />INSTALLED ON INSIDE <br />(NON —SHEATHED) FACE OF WALL <br />— EDGE NAIL SHEATHING <br />MTS16 FROM EA. TRUSS <br />TO HDR. <br />SIMPSON H2.5A ®TOP &BOTTOM 4F <br />PER PLAN <br />CRIPPLES AS REQ'D, <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />PLATE TO BE SPLICED OVER A STUD. <br />OPENING FRAMING (JACK STUDS ONLY) <br />STRAPPING AT INTERIOR <br />PROVIDE 48' LAP SPLICE w/ (3) 10d <br />FACE PER PLAN <br />COMMON NAILS AT ENDS. NAIL PLATES <br />DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />CONT. w/ 10d COMMONS AT 16" O.C. <br />PLATE TO BE SPLICED OVER A STUD. <br />PROVIDE 48' LAP SPLICE w/ (3) 10d <br />COMMON NAILS AT ENDS. NAIL PLATES <br />HEADER PER PLAN, (2) PLY <br />(6) 10d NAILS KING STUD TO <br />CONT. w/ 10d COMMONS AT 16' O.C. <br />MIN. ADDTIONAL JACK STUD <br />HEADER (MIN. 3 EA. PLY) <br />AND CONNECTORS <br />(6) 10d NAILS KING STUD <br />REQUIREMENTS PER PLAN. <br />TO HEADER (MIN 3 EA PLY) <br />(1) SIMPSON LSTA24 w/ (18) 10d <br />FASTEN WALL SHEATHING <br />NAILS U.N.O — CENTER ON BOTTOM <br />(1) SIMPSON LSTA18 <br />AT 3' O.C. ALL AROUND <br />HEADER <br />CENTER ON HEADER. <br />OPENING <br />CONNECT WALLS PER W10 DETAIL @— <br />STRUCTURAL SHEATHING PER PLAN <br />INTERIOR NON —SHEATHED WALLS <br />(ON OPPOSITE SIDE OF WALL) <br />DOUBLE SILL AS REQ. FOR <br />2x STUDS AT 16" O.C. <br />SHUTTER ATTACHMENT <br />2x STUDS AT 16' O.C. <br />— —— — <br />I I I I <br />SHEATHING PER PLAN ®EXTERIOR <br />WALLS AND SHEAR WALLS (ON <br />OPPOSITE SIDE OF WALL) <br />EDGE NAIL SHEATHING <br />I I I I <br />(1) SP4 TO KING & JACK STUD U.N.O.— <br />PER PLAN <br />I I I I <br />EDGE NAIL SHEATHING PER PLAN <br />II II <br />_Ll=JL <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />,Ain g TYPICAL FRAMED �BEA_RlN_GW_A_L...... <br />v v v v ►m" <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. ---A <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 />iu unr kiirw„L/ <br />W19 <br />TYPICAL FILLED CELL DETAIL <br />MAY VARY, <br />SEE PLAN <br />8' KNOCK OUT BLOCK w/ <br />J5 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 />TRUSS BOTTOM CHORD PER <br />MANUF. 0 24' O.C. <br />— EDGE NAIL SHEATHING TO TOP <br />PLATE AND TOP AND BOTTOM <br />I I I 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 />II II <br />II II <br />II II <br />II II <br />II II <br />II II <br />=u=�L <br />NOTE: TYPICAL FOR INTERIOR BEARING <br />WALLS w/o SHEATHING, INTERIOR SHEAR <br />WALLS AND EXTERIOR WALLS w/ SHEATHING <br />O <br />OM <br />e—+ <br />00 <br />M <br />rV <br />O <br />J+ <br />00 <br />�-I <br />Cr <br />O <br />45 <br />U <br />M <br />O <br />� <br />bJD <br />r--i <br />co <br />N <br />� <br />tPulteGroup- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />C.O.A.# ARCHITECTURE: -- <br />AA26002802 <br />c.O.A.# ENGINEERING: PROJECT TYPE <br />25349 Sin le Famfl <br />7 THOMAS A. WEBER, PE <br />P,E, # 73242 FLORIDA <br />■ BENJAMIN NIESE. PE SPECIFICATION LEVEL <br />P.E.#86025 FLORIDA Pulte <br />6/7/21 <br />DATE <br />3.. PLAN NAME <br />ENg. Hivyhgate <br />NPC CH'IM NU ER <br />86 2811.500 <br />STATES4.2 <br />ORIO <br />SHEET <br />