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STRUCTURAL SHEATHING. - <br />REFER TO STRUCTURAL SHEEE. <br />FOR NAILING & OTHER REQ. <br />PER <br />W31 TYP. 2-STORY WALL <br />INSULATION AS PER SPECS. <br />PRE—ENGINEERED ROOF TRUSSES. REFER TO <br />TRUSS MFGR. DRAWINGS. <br />SHINGLE (OR TILE ROOF PER SPEC) <br />— TRUSS STRAP PER STRUCT. DETAILS <br />TOP OF WALL <br />(REFER TO ELEV.) <br />FASCIA PER COMMUNITY SPEC <br />SOFFIT & OVERHANG PER SPECIFICATIONS <br />REFER TO 2ND FLOOR JOINT <br />DETAIL <br />RIM BD. OR TRUSS PER <br />STRUCT. <br />OILTOP OF FLOOR <br />(REFER TO ELEV.) <br />TO ELEV.) <br />BOND BEAM PER PLAN <br />EXTERIOR <br />SEE STRUCT. FOR ALL <br />REINFORCEMENT <br />REQUIREMENTS <br />SEE STRUCT. DETAILS FOR <br />VARIATIONS <br />- O/_O» <br />N. FL. <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />(2)2x8 HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS 0 6' <br />O.C. STAGGERED <br />2x LEDGER ATTACHED TO (2)2x8 HEADER W/ 10d NAILS 0 6' <br />O.C. STAGGERED <br />STRINGERS TOE NAILED TO 2X LEDGER W/ (4) <br />10d NAILS <br />2x THRUST BLOC( W/ (3) 1/4'X2 3/4' <br />TAPCONS TO SLAB <br />(2)2X8 HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS 0 <br />6' O.C. STAGGERED <br />2X LEDGER ATTACHED TO (2)2X8 HEADER W/ 10d NAILS 0 <br />6' O.C. STAGGERED <br />STRINGERS TOE NAILED TO 2X LEDGER W/ (4) <br />10d NAILS. <br />2x THRUST BLOCK W/ (3) <br />1/4'X2 3/4' TAPCONS TO SLAB <br />T\/1'11/\ .1 AT 1 11'9 11rT � 11 A <br />C_G. JOIST 016' O.C. <br />CLG. JOIST 0 16' O.C. <br />ELEV. PER PLANS <br />STAIR LAND6 G <br />ELEV. & SIZ PER <br />ARCH. PLANS <br />2x6 LEDGER SUPPORTED BY ONE OF THE <br />FOLLOWING STRUCTURAL SUPPORTS: <br />a. KNEE WALL BELOW (JOIST HANGERS <br />NOT REQUIRED) <br />b. (3) 16d NAILS INTO EACH STUD <br />(16' O.C. MAX) <br />c. (2) Y' x 2 Y4* CONCRETE SCREW <br />0 12' O.C. TO MASONRY <br />(2) 2x8 HEADER. SUPPORT <br />WITH KNEE -WALL OR (8) 16d <br />NAILS INTO STUD 0 WALL <br />2x LEDGER ATTACHED TO (2)2x8 <br />HEADER W/ 10d NAILS 0 6' O.C. <br />STAGGERED <br />SECURE 2x6 FLOOR JOISTS 0 16' O.C. TO <br />HEADER w/LUS26 JOIST HANGERS w/(4) <br />10d TO JOIST & (6) 10d TO LEDGER <br />GRASPABLE <br />HANDRAIL; 1 <br />1/4' MIN TO <br />1-1/2' MAX <br />DIAMETER <br />GREATEST VARIANCE BETWEEN LARGEST TREAD AND SMALLEST TREAD <br />SHALL NOT BE GREATER THAN 3/8". <br />GREATEST VARIANCE BETWEEN TALLEST RISER AND SHORTEST RISER <br />SHALL NOT BE GREATER THAN 3/8'. <br />HANDRAIL BRACKETS TO BE <br />CONNECTED TO FRAMING PER MANUF. <br />RECOMMENDATIONS <br />SECTION <br />1 1/2' MIN <br />RETURN HANDRAIL <br />INTO 1X BACKER BD. <br />PLAN <br />IF USING PREMANUFACTURED STAIRS, FOLLOW THE DETAILS PROVIDED BY THE MANUFACTURER. <br />2x STUDS, SEE PLAN FOR SPACING AND <br />STRAPPING REQUIREMENTS <br />CONT. 2x PLATE w/(2) 16d NAILS 016"O.C. <br />23/32" FLOOR SHEATHING NAILED w/8d NAILS 6" <br />O.C. 0 EDGES & 12' O.C. HELD NAILING (MIN) <br />2x BLOCKING 4'-0" O.C. FOR TWO BAYS. NAIL <br />FLOOR SHEATHING TO BLOCKING w/ 8d NAILS 0 <br />4' O.C. <br />TRUSS PER PLAN <br />SHEATHING PER PLAN <br />META16 ANCHOR 0 24" <br />STRUCTURAL SHEATHING CONTINUOUS THROUGH <br />FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT <br />DIAG. REQ. 0 BLOCKING. NAIL w/ (2) 10d NAILS <br />0 E.E. <br />HELD FRAME 20 KNEE WALL OR PRE-ENG <br />FLOOR TRUSS, STUDS 016" O.C. w/ (2) 16d <br />NAILS 0 EA END <br />NAILING PER DETAILS <br />8' KNOCKOUT BLOCK w/#5 CONTINOUS BAR <br />GROUT SOLID <br />8' CMU WALL OR POURED CONC. WALL, SEE <br />PLAN FOR VERT REINF. <br />I f)f)D TDI ICC / I1-110T Tel AA A CAK113V IAI A I I <br />H10A 0 EA. TRUSS w/ <br />1061-1/2' NAILS <br />TRUSS BOTTOM CHORD <br />SP2 w/ (12) 10d NAILS <br />STUD. INSTALL ON OPP <br />IF CONFLICTING w/ H10A <br />2x STUDS@ 16" Q.C. <br />SP1 w/ (10) 10d NAILS TO EA. STUD — <br />23/32' FLOOR SHEATHING NAILED w/8d NAILS 6" <br />O.C. 0 EDGES & 12' O.C. FIELD NAILING (MIN) <br />TRUSS/JOIST PER PLAN -1 <br />SHEATHING PER PLAN ' <br />SP2 w/ (12) 10d NAILS TO EA, STUD. <br />FL1C FLOOR TR <br />3LE TOP PLATE <br />CONT. 2x PLATE w/2-16d NAILS 0 24"O.C. <br />LSTA12 0 EA TRUSS VERTICAL - BEND 0 <br />BOTTOM PLATE <br />HELD FRAME 2x4 KNEE WALL OR PRE-ENG <br />FLOOR TRUSS, STUDS 016' O.C. w/ (2) 16d <br />NAILS 0 EA END <br />LSTA12 0 EA TRUSS VERTICAL - BEND 0 <br />BOTTOM OF TOP PLATE <br />FRAMED BEARING WALL SEE PLAN AND W10 <br />DETAIL <br />2x STUDS, SEE PLAN FOR SPACING AND <br />STRAPPING REQUIREMENTS <br />CONT. 2x PLATE w/2-16d NAILS 0 EA. JOIST <br />23/32' FLOOR SHEATHING NAILED w/8d NAILS <br />O.C. 0 EDGES & 12" O.C. FIELD NAILING (MIN) <br />TRUSS PER PLAN <br />SHEATHING PER PLAN <br />META16 ANCHOR 0 EA TRUSS OR 0 24' O.C. <br />TO STRUCTURAL RIM IF JOISTS ARE USED <br />/JOIST TO FRAMED WALL <br />WITHOUT SHEATHING <br />STRUCTURAL SHEATHING CONTINUOUS THROUGH <br />FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT <br />NAILING PER DETAILS <br />(4) 16d NAILS <br />RIBBON TO EA. TRUSS <br />8d NAILS 3' O.C. WALL SHEATHING <br />TO EACH TRUSS <br />(4) 16d NAILS RIBBON TO EA. TRUSS <br />NAILING PER DETAILS <br />8' KNOCKOUT BLOCK w/15 CONTINOUS BAR <br />GROUT SOLID <br />8" CMU WALL, SEE PLAN FOR VERT REINF. <br />LOOR TRUSS/JOIST w/LET-IN ON MASONRY WALL <br />STRUCTURAL SHEATHING <br />CONTINUOUS THROUGH <br />FLOOR CONECTION <br />LSTA15 MAY BE USED 0 <br />EVERY STUD TO TRUSS OR <br />BEAM IN LIEU OF <br />CONTINUOUS SHEATHING <br />JAIL SHEATHING TO BOTTOM <br />'LATE AND BEAM OR <br />BIRDER WITH HORIZONTAL <br />BAILING PER DETAILS <br />DEANA UR rLUVR IRU33 <br />GIRDER <br />FL82-STORY CONNECTION @BEAM <br />2x STUDS 016' <br />FLOOR SHEATHING <br />STRUCTURAL SHEATHING <br />CONTINUOUS THROUGH <br />FLOOR CONECTION <br />LSTA15 MAY BE USED 0 <br />EVERY STUD TO TRUSS OR <br />BEAM IN LIEU OF <br />CONTINUOUS SHEATHING <br />NAIL SHEATHING TO BOTTOM <br />PLATE AND BEAM OR <br />TRUSS JOIST PER PLAN <br />/ <br />GIRDER WITH HORIZONTAL <br />SHEATHING PER PLAN <br />NAILING PER DETAILS <br />TRUSS/JOIST CONNECTION <br />BEAM OR FLOOR TRUSS <br />TO BEAM PER MANUF. <br />GIRDER <br />2-STORY <br />CONNECTION @ BEAM <br />FL9 <br />G.Q.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />C! THOMAS A, WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />913/20 <br />DATE 1I�1iIIltZf�} <br />�j,Wl <br />v►cE <br />f�Z�1IIIl1���� <br />CD <br />N <br />0 <br />N <br />S2 <br />Of <br />0- <br />0 <br />U <br />0 <br />0 <br />O <br />O <br />M <br />i <br />v <br />00 <br />cn <br />O <br />V J\ <br />00 <br />d'1 <br />n-1 <br />v <br />o-N <br />45 <br />N <br />9 <br />v <br />U� <br />M <br />M <br />v:4 <br />0 <br />bIJ <br />tiL4 <br />cn <br />cz <br />c� <br />_4_� <br />4 <br />N <br />I� <br />putt °it- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />f1• 1 T • <br />SPECIFICATION LEVEL <br />Pulte <br />1PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />S4.3 <br />V4, <br />e <br />�i <br />