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5iilGlAitlfL SHEATHBYG. <br />I& TO STRUCTURAL SHEETS <br />FOR NAILING & OTHER REQ. <br />INSULA110N AS PER SPECS. <br />(2 W 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 />PRE-ENGINEERED ROOF TRUSSES. REFER TO OIL SECOND FLOOR <br />TRUSS MFGR, DRAWINGS. STRINGERS TOE NAILED TO 2X LEDGER W/ (4) ELEV. PER PLANS <br />10d NAILS <br />PER <br />ELEV. <br />STAIR LANDG <br />SHINGLE (OR TILE ROOF PER SPEC) ELEV. & SI I PER <br />TRUSS STRAP PER STRUCT. DETAILS 2x THRUST BLOCK W/ (3) 1/4'X2 3/4' ARCH. PLANS <br />TAPCOMS TO SLAB <br />TOP OF WALL CLG. JOIST 016' ac. 2x6 LEDGER SUPPORTED BY ONE OF THE <br />FOLLOWING STRUCTURAL SlP'PORTS: <br />a KNEE WALL BELOW (JOIST HANGERS <br />(REFER TO ELEV.) NOT REQUIRED) <br />(]�—D° b. (3) 16d NAILS INTO EACH STUD <br />FASCIA PER COMMUNITY SPEC x MAX) <br />C. (2)2)Yi x 2 r4 caNcnEETE saEw <br />0 If at TO MASONRY <br />SOFFIT & OVERHANG PER SPECIFICATIONS <br />FLOOR JOIST <br />OR TRUSS <br />SYSTEM & <br />DIRECTION PER <br />STRUCTURAL <br />INTERIOR <br />W32 TYP. 2-STORY WALL <br />(2)2)(8 HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS 0 <br />6. O.C. STAGGERED <br />2X LEDGER ATTACHED TO (2)2XB 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' TAMS TO SLAB <br />REFER TO 2ND FLOOR JOINT <br />DETAIL <br />RIM BD. OR TRUSS PER 0'-0' _ <br />STRUCT. <br />OL TOP OF FLOOR <br />(REFER TO ELEV.) <br />r�TYPICAL STAIR DET <br />TOP OF CMU <br />(REFER 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 />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />cm JOIST a IV at <br />ELEV. PER PLANS <br />(2) 2x8 HEADER. SUPPORT <br />WITH KNEE —WAIT. OR (8) 16d <br />NAILS INTO STUD 0 WALLS <br />"-- 2x LEDGER ATTACHED To (2)2x8 <br />HEADER W/ 10d NABS 0 B' at <br />STAGGERED <br />SECURE 2x6 FLOOR JOISTS 016' = TO <br />HEADER w/LUS26 JOIST HANGERS w/(4) <br />10d TO JOIST & (6) 10d TO LEDGER <br />GRASPABLE <br />HANORM, I <br />1/4' MN TO <br />1-1/2' MAX <br />METER <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 FR"G PER MNIx:. <br />RECOMMENDATIONS <br />� s <br />l/2' Mw <br />RETURN HANDRAIL <br />INTO Ix BACKER M. <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 />CONTI 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. FIELD 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 />FIELD FRAME 20 KNEE WALL OR PRE-ENG <br />FLOOR TRUSS, STUDS 016' O.C. w/ (2) t6d <br />NAILS 0 EA END <br />NAILING PER DETAILS <br />8' KNOCKOUT BLOCK w/15 CONTNNOUS BAR <br />GROUT SOLID <br />8' CMU WALL OR POURED CONC. WALL, SEE <br />PLAN FOR VERT REINF. <br />LOOR TRUSS/JOIST TO MASONRY WALL <br />H10A 0 EA. TRUSS w/ (18) <br />1061-1/2' NAILS <br />TRUSS BOTTOM CHORD — <br />SP2 w/ (12) 10d NAILS TO EA. <br />STUD. INSTALL ON OPPOSITE SIDE <br />IF CONFLICTING w/ H10A <br />2x STUDSO 16' O.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 —� <br />SHEATHING PER PLAN —� <br />SP2 w/ (12) 10d NAILS TO EA. STUD. <br />DOUBLE TOP PLATE <br />NT. 2x PLATE w/2-16d NAILS 0 24'0.C. <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 6' <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 />LSTA12 0 EA TRUSS VERTICAL - BEND 0 <br />BOTTOM PLATE <br />FIELD FRAME 20 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 WIO <br />DETAIL <br />FL1C FLOOR TRUSS/JOIST TO FRAMED WALL <br />WITHOUT SHEATHING <br />STRUCTURAL SHEATHING CONTINUOUS 1HROUGH <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 CANTINOUS BAR <br />GROUT SOLID <br />8' CMU WALL, SEE PLAN FOR VERT REINF. <br />LOOK 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 />IAIL SHEATHING TO BOTTOM <br />'LATE AND BEAM OR <br />2RDER WITH HORIZONTAL <br />AILING PER DETAILS <br />DLm un rLuvn inuaa <br />GIRDER <br />2-STORY CONNECTION @ BEAM <br />2x STUDS 016" <br />FLOOR SHEATHING <br />STRUCTURAL SHEATHING <br />CONTINUOUS THROUGH <br />FLOOR CONECTTON <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 />TRUSS / JOIST PER PLAN <br />PLATE AND BEAM OR <br />ORDER 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 />OVER <br />2-STORY <br />CONNECTION @ BEAM <br />FL9 <br />0 <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />Cl THOMAS A. WESER, PE <br />3 <br />P.E. # 73242 FLORIDA <br />o <br />■ BENJAMIN NIESE, PE <br />a <br />P.E. # 86025 FLORIDA <br />N <br />4/20/21 <br />o <br />DATE l��iliill/f// <br />o <br />` <br />Il, <br />- <br />j N <br />1 <br />CL <br />ATE OF �w <br />a <br />c5 <br />0 <br />N <br />2 <br />55 <br />U <br />A <br />00 <br />O <br />0 <br />VJ <br />000 <br />Q <br />IT <br />;.q8 <br />ap <br />Q) <br />'~ <br />cr, <br />M <br />Vt <br />c <br />w <br />a <br />-2 <br />co <br />N <br />C) <br />lkpu lte <br />PRODUCT MANAGER <br />7 <br />'RELEASE I <br />nA M- vv wv /vvvv <br />PROJECT TYPE <br />Sin a Famil <br />SPECIFICATION LEVEL <br />Pi lte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />S43 <br />