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i,liJ4ffW � �,a. •ti � �t;�.r.I..� �1�1.� ILi�,�jY <br />O " O " O O " O O O O " O O <br />O <br />"--NOTE: <br />O O <br />PROVIDE BLOCKING <br />AT ALL <br />" <br />" <br />" <br />o <br />" <br />SHEATHING <br />EDGES. <br />O " <br />" <br />a <br />' <br />" O <br />o o <br />" "" <br />" e" <br />O " O O O <br />e e o 0 0 <br />G " O O <br />0 0 0 0 <br />" <br />O <br />O <br />° <br />" O <br />a " <br />AIL SPACING <br />AT <br />" <br />O <br />O <br />° <br />o <br />O <br />" <br />" <br />" <br />O <br />12' IN <br />" <br />" o <br />FIELD <br />" <br />" <br />a <br />. <br />. <br />O <br />O " O O " O O " " 010 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 />EDGES <br />SINGLE NAIL EDGE -SPACING <br />1/2 S <br />0 <br />DOUBLE NAIL EDGE SPACIN( <br />�2x4 BLOCKING <br />AN SHEATHING SPLICE -SANE THICKNESS AND <br />STUD SPACING PER P STRUCTURAL SHEATHING NNU <br />PER PLAN STRENGTH AXIS 010TATION AS WALL SHEATHING <br />W01 TYPICAL SHEATHING DETAIL <br />TOP PLATE CONNECTOR: <br />(2) SDWC15600 SCREWS 0 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 />IDS AT 16" O.C. <br />iING PER PLAN <br />PLATE CONNECTOR: <br />,WC15450 SCREWS 0 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 />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 />0"-16" MAX. GAP <br />2x4 FILL w/ 2' MAX. GAP <br />BETWEEN BLOCKS. BLOCK <br />AS REQUIRED AT WINDOW <br />FASTENER LOCATIONS. <br />tx P.T. SHIM <br />NOTES: FALTERNATE 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. WINDOW AND DOOR ATTACHMENT DETAIL" FOR INSTALLATION <br />REFER TO STRUCTURAL DETAIL. <br />SHEETS FOR NAILING & INSULATION AS WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE <br />OTHER REQ. 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. <br />SHINGLE DRAWINGS. <br />ROOF SHINGARCH FRAMING DETAIL <br />(OR TILE PER SPEC) W1,7 <br />�— TRUSS STRAP PER <br />STRUCT. DETAILS <br />REFER TO PLAN <br />1 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 />SEE STRUCT. DETAILS FOR <br />VARIATIONS <br />OIL 0'-0" <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 />EBAR VERTICAL IN <br />I FILLED CELLS, <br />PLAN). <br />EBAR VERTICAL <br />ED 25" MIN. U.N.O. <br />' CLEAN OUT AT ALL <br />D CELLS. <br />FOUNDATION PLAN <br />DETAILS FOR FOOTING <br />ORCING. <br />iU Lnr k i i nunL/ <br />W19 <br />TYPICAL FI.LLE.DCELL DETAIL <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 0 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 <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 />`— TRUSS BOTTOM CHORD PER <br />EDGE NAIL SHEATHING MANUF. 0 2e O.C. <br />PER PLAN DBL 2X TOP PLATE. BOTTOM 2X OF TOP <br />CRIPPLES AS REQ'D, PLATE TO BE SPLICED OVER A STUD. I EDGE NAIL SHEATHING TO TOP <br />STRAPPING AT INTERIOR PROVIDE 48' LAP SPLICE w/ (3) 10d <br />FACE PER PLAN COMMON NAILS AT ENDS. NAIL PLATES I I I PLATE AND TOP AND BOTTOM <br />CONT. w/ 10d COMMONS AT 16' O.C. I I I OF HEADER PER PLAN <br />_ HEADER PER PLAN, (2) PLY <br />HEADER PER PLAN, (2) PLY (6) 10d NAILS KING STUD TO MIN, ADD JACK/KING STUDS <br />MIN. ADDTIONAL JACK STUD HEADER (MIN. 3 EA. PLY) AND COON. REQ. PER PLAN. <br />AND CONNECTORS DOUBLE UPPER SILL AS REQ. <br />REQUIREMENTS PER PLAN. FOR SHUTTER ATTACHMENT <br />(1) SIMPSON LSTA24 w/ (18) 10d <br />FASTEN WALL SHEATHING NAILS U.N.O — CENTER ON BOTTOM <br />AT 3' O.C. ALL AROUND HEADER EXTERIOR WALLS & SHEAR <br />OPENING WALLS ONLY, FASTEN <br />CONNECT WALLS PER W10 DETAIL 0 SHEATHING AT 3' O.C. ALL <br />INTERIOR NON —SHEATHED WALLS AROUND OPENING <br />DOUBLE SILL AS REQ. FOR DOUBLE SILL AS REQ. FOR <br />SHUTTER ATTACHMENT 2x STUDS AT 16" O.C. _ _ _ SHUTTER ATTACHMENT <br />—— SHEATHING PER PLAN 0 EXTERIOR — —— —— <br />WALLS AND SHEAR WALLS (ON <br />OPPOSITE SIDE OF WALL) I I I I <br />(1) SP4 TO KING & JACK STUD U.N.O. i l <br />I I I I EDGE NAIL SHEATHING PER PLAN <br />II II II II <br />=-u--iL _L1_JL <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />,AjnrVYPICAL FRAMED BEARING WALL <br />■ ■ v v In" <br />15 REBAR w/ A.C.I. STANDARD HOOK AT <br />TOP. LAP PER GENERAL NOTES. --h <br />BOND BEAM TOP COURSE <br />LINTEL OVER OPENING <br />8' KNOCK OUT BLOCK w/ <br />J5 BAR GROUTED SOUD <br />J'5 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 />C.OA.# ARCHITECTURE: <br />AA26002802 <br />C.OA.# ENGINEERING: <br />29349 <br />0 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />3/31 /21 <br />DATE ,%,��Iil11! !IN <br />No. 860 <br />ST 0. <br />(D <br />O <br />co <br />� <br />45 <br />00 <br />M <br />0 <br />� <br />O <br />IT <br />AON <br />k <br />Q <br />po0 <br />U <br />it <br />0 <br />bA <br />a <br />N <br />*PulteGroup- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />/1• 7 T <br />SPECIFICATION LEVEL <br />Nte <br />PLAN NAME <br />Highgate <br />NPC CHED NU ER <br />2811.500 <br />SHEET <br />S4.2 <br />