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°NOTE: <br />PROVIDE BLOCKING AT ALL <br />° <br />° <br />° <br />° <br />° <br />SHEATHING <br />EDGES. <br />° ° ° ° ° ° ° ° 010 <br />° ° ° ° ° ° ° ° ° ° <br />° <br />° <br />° <br />° ° <br />° ° <br />° ° <br />° ° <br />° <br />° <br />° <br />° ° <br />° ° <br />AIL SPACING AT <br />° <br />° <br />° <br />° <br />° <br />° <br />°11 <br />12' IN FIELD <br />° <br />° ° <br />° ° <br />1 1 1 <br />° <br />° <br />° <br />101 <br />° ° ° ° ° ° 01 ° ° <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 />1/2it ' <br />° <br />c-L1/2' -101 <br />DOUBLE NAIL EDGE SPACIN( <br />�2x4 SOCKING <br />NAILING SHEATHING SPLICE -SAME THICKNESS AND <br />STUD SPACING PER P STRUCTURAL SHEATHINGJ PER PLAN STRENGTH US ORIENTATION AS WRI 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 STU[ <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 />]ING PER PLAN <br />PLATE CONNECTOR: <br />WC15450 SCREWS ® EA STUD <br />REFER TO FOUNDATION PLAN FOR <br />FOOTING SIZE AND LOCATION <br />�LLO�DBEARING WVL w/UPLIFT <br />W10 <br />STRUCTURAL SHEATHING. <br />REFER TO STRUCTURAL <br />SHEETS FOR NAILING & <br />OTHER REQ. <br />12 <br />PER <br />ELEV. <br />L <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 />Y O.C. <br />12' O.C. <br />ALL <br />SHEATHING <br />EDGES <br />W02 GABLE END SHEATHING DETAIL <br />IRU <br />INSULATION AS <br />PER SPECS. <br />PRE-ENGINEERED ROOF <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 />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 />rW3, IY�.1-STORY WALL SECTION <br />STRAP INSIDE FACE OF WALL PER <br />W10 WHEN TRUSS STRAPS <br />INSTALLED ON INSIDE <br />(NON -SHEATHED) FACE OF WALL <br />SIMPSON H25A 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 PLAN — <br />(ON OPPOSITE SIDE OF WALL) <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 WAIL SHEATHING <br />NAILS U.N.O - CENTER ON BOTTOM <br />AT 3' O.C. ALL AROUND <br />HEADER <br />OPENING <br />CONNECT WALLS PER W10 DETAIL @— <br />INTERIOR NON -SHEATHED WALLS <br />DOUBLE SILL AS REQ. FOR <br />SHUTTER ATTACHMENT <br />2x STUDS AT 16" O.C. <br />2x STUDS AT 16" O.C. - —- - <br />I I I SHEATHING PER PLAN ®EXTERIOR <br />WALLS 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.- <br />PER PLAN I I I I EDGE NAIL SHEATHING PER PLAN <br />INT FINISH WOOD BUCK ATTACHMENT- <br />1x WOOD 1x CUSTOM PT BUCK TO MASONRY. <br />MATCH FRAME WIDTH, ATTACH w/'T" <br />1X PT BUCK NAILS 04" FROM ENDS AND 12" O.C. <br />REMAINDER. ATTACH WINDO THRU BUCK <br />INTO MASONRY PER FLORIDA PRODUCT <br />APPROVAL <br />ATTACH WINDOW PER <br />FLORIDA PRODUCT <br />APPROVAL <br />SILICONE SEALANT <br />FINISH PER ELEAVATION <br />II II <br />=L_JL <br />NOTE: FOR EXTERIOR BEARING WALLS ONLY <br />Ulna TYPICAL FRAMED BEARING WALL <br />.rvv ln= <br />EXTERIOR CONC.WALL <br />GARAGE DOOR AND <br />TRACK, INSTALLED PER <br />MANUFACTURERS <br />SPECIFICATIONS. <br />�IYPOCA.LWINDOW ATTACHMENT DETAIL — — — E <br />rr iY <br />INT FINISH WOOD BUCK ATTACHMENT: <br />1x WOOD 2x_ OR GREATER BUCK TO MASONRY <br />BUILT-UP THICKNESS <2 1/4" <br />2x PT BUCK = 1/4"Ox4" TAPCONS 04" FROM <br />ENDS AND 12" O.C. REMAINDER. <br />w/1 1/4" EMBEDMENT <br />ALTERNATE: <br />ACH DOOR PER <br />RIDA PRODUCT <br />ROVAL <br />I MOULD <br />SH PER ELEAVATION <br />TYPICAL �DOOR ATTACHMENT DETAIL <br />W15 <br />EBAR, CONT. IN <br />I BEAM <br />BEAM PER PLAN <br />EBAR VERTICAL <br />ED 25' MIN. U.N.O. <br />EBAR VERTICAL IN <br />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 />iv Lnr kiinvnL/ <br />TYPICAL FILLED�CELL DETAIL <br />W19 <br />TRUSS BOTTOM CHORD PER <br />MANUF. 0 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 />II II <br />II II <br />II II <br />II II <br />II II <br />II II <br />_L__jL <br />NOTE: TYPICAL FOR INTERIOR BEARING <br />WALLS w/o SHEATHING, INTERIOR SHEAR <br />WALLS AND EXTERIOR WALLS w/ SHEATHING <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 />LW T <br />2x6 WOOD BUCK ANCHORED TO CMU w/ 1/2"A' "L' BOLTS OR <br />5/8'x6' SIIM TITEN HD'S w/ 2' WASHERS AT 24' O.C. & STRUCTURAL SHEATHING REQUIRED AT 2 SIDES IN <br />IYTHIN 6' OF TOP AND BOTTOM. OR (2) ROWS OF 1/4'x3' WINDOWS AND DOORS AND AT ENTRIES WITHOUT <br />REWS MASONRY SC012' O.C. STAGGER ROWS 6' BARREL FRAMING. SHEATH OUTSIDE ONLY MEN <br />FRAME M BUCK MASONRY 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 />EXTERIOR coNc wALi — • ... 1 x P.T. SHIM <br />1/4' DRIVE-IN ANCNOR ' :. NOTES: ALTERNATE ARCH TOP <br />• a :• <br />-' ::.. - MINOR CHANGES MAY OCCUR ACCORDING TO INDIVIDUAL OPENING. <br />GARAGE DOOR AND � '. <br />TRACK, INSTALLED PER - <br />MANUFACTURERS �a: �.., -... IF WINDOW OR DOOR IS INSTALLED IN OPENING SEE "TYPICAL <br />sPECRICAnoNs " -- , WINDOW AND DOOR ATTACHMENT DETAIL" FOR INSTALLATION <br />— — — DETAIL. <br />1/2' x 2 1/4' Hiln SLEEVE ANCHOR OR EQUAL MIN. <br />1 1/2- EMBED INTO MASONRY. (1) PER BRACKET WHERE WINDOW FASTENER DOES NOT HAVE 2x BACKING, THE <br />— FASTENER MUST EXTEND THROUGH 1x SHIM INTO BASE MATERIAL rlLTERNATE ARCH TOP <br />FRAME M MASONRY PER THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. <br />yW1PICAL GARAGE DOOR ATTACHMENT DETAIL ARCH FRAMING DETAIL <br />6W13 <br />Sn1D CDLINWs PER PLAN <br />Y SDS SCID 016' O.C. — <br />STAGGEIIED EACH SK IF <br />POST (RESULm N 9' at <br />m aura PER PLAN MALL SPACMIO) <br />4-PLY: Y x 5' SDS SUM <br />5-KY. )C x 6' SDS SOW <br />6-PLY: )C x T SDS SCIUS <br />7-PLl! )C x B' SDS SUM <br />CS16 OR EWV. (TOP, <br />WX AND BOTH) <br />)d NAILS • 8' 0.Q <br />I PLY) (2)10d NAILS 01i aC. <br />(EO PL> <br />e�aY l� ALM NAIE MEIHOD <br />STUD PACK DETAIL <br />FOR (4) PLY OR MORE SM M1 WS <br />15 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 />15 VERTICAL BAR IN <br />GROUTED CELL. <br />8' CMU WALL LAID IN <br />RUNNING BOND. <br />W18 STEPPED BOND BEAM OVER LINTEL <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.OA.# ARCHITECTURE: <br />AA26002802 <br />C.OA.# ENGINEERING: <br />29349 <br />D THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. #0 86025 FLORIDA <br />10/12/20 <br />DATE `,11111111 <br />i <br />o.86025 <br />ATE OF <br />O <br />cn <br />e—a <br />00 <br />•45 <br />O <br />a <br />O <br />A� <br />a) <br />N <br />U <br />M <br />0 <br />f <br />b3 <br />Ell <br />N <br />� <br />*PulteGroup- <br />PRODUCT MANAGER <br />IRELEASE I <br />nATF- xx /xx /xxxx <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Hi h ate <br />NPC CHIED NU ER <br />2811.500 <br />1SHEET <br />0S42 <br />