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STRUCTURAL SHEATHING. — <br />REFER TO STRUCTURAL SHEETS <br />FOR NAILING & OTHER REQ. <br />PER <br />ELEV. <br />FLOOR JOIST <br />OR TRUSS <br />SYSTEM & <br />DIREC11ON PER <br />STRUCTURAL <br />INTERIOR <br />W32 TYP. 2-STORY WALL <br />(2)2x8 HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS 0 6' <br />O.C. STAGGERED <br />INSULATION AS PER SPECS. <br />2x LEDGER ATTACHED TO (2)W HEADER W/ 10d NAILS 0 6' <br />O.C. STAGGERED <br />PRE-ENGINEERED ROOF TRUSSES. REFER TO <br />TRUSS MFGR. DRAWINGS. STRW6'ERS TOE NAILED TO 2X LEDGER W/ (4) <br />10d NAILS. <br />SHINGLE (OR TILE ROOF PER SPEC) <br />— TRUSS STRAP PER STRUCT. DETAILS 2x THRUST BLOCK W/ (3) 1/4'X2 3/4' <br />TAPCONS TO SLAB <br />TOP OF WALL <br />(REFER TO ELEV.) <br />DI —OM <br />FASCIA PER COMMUNITY SPEC <br />SOFFIT & OVERHANG PER SPECIFICATIONS <br />(2)2X8 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 />STRINMRS 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 OL 0'-0- <br />- STRUCT. <br />_4 TOP OF FLOOR <br />(REFER TO ELEV.) <br />A� MPICAL STAIR DETAILS <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 />0 -0 <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />CLG. JOIST 016' O.C. <br />CLD. JOIST 016' O.C. <br />ELEV. PER PLANS <br />STAIR LANDI G <br />ELEV. & SIZEIPER <br />ARCH. PLANS <br />2x6 LEDGER SUPPORTED BY ONE OF THE <br />FOLLOW STRUCTURAL SUPPORTS: <br />a KNEE WALL BELOW (JOIST HANGERS <br />NOT REOIARED) <br />b. (3) 16d NAILS INTO EACH STUD <br />(16' O.C. MAX) <br />c (2) Y• x 2 i< CONCRETE SCREW <br />012' O.C. TO MASONRY <br />(2) 2x8 HEADER. SUPPORT <br />VM 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 26 FLOOR JOISTS 016' O.C. TO <br />HEADER w/1J1526 JOIST HANGERS w/(4) <br />10d TO JOIST & (6) 10d TO LEDGER <br />GRASPABLE <br />HANDRAIL; 1 <br />1/4' MIN M <br />1-1/2' MAX <br />DIAMETER <br />GREATEST VALANCE 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 "a <br />REcaMMENOADONs <br />SECTpN <br />1/r Mw <br />RETURN HANDRAIL <br />INTO ,X 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. FIELD NAILING (MIN) <br />2x BLOCKING 4'-O' O.C. FOR TWO BAYS. NAIL <br />FLOOR SHEATHING TO BLOCKING w/ 8d NAILS OT <br />4' D.C. I. �\ <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 2x STUDS, SEE PLAN FOR SPACING AND <br />STRAPPING REQUIREMENTS <br />CONT. 2x PLATE w/2-16d NAILS 0 EA. JOIST - <br />DIAG. REQ. 0 BLOCKING. NAIL w/ (2) 10d NAILS <br />23/32' FLOOR SHEATHING NAILED w/8d NAILS 6' <br />0 E.E. <br />O.C. 0 EDGES & If O.C. FIELD NAILING (MIN) <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 />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 />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 />LOOK TRUSS/JOIST TO MASONRY WALL <br />H10A 0 EA TRUSS w/ (18) <br />10dx1-1/2' 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 & If O.C. FIELD NAILING (TIN) <br />TRUSS/JOIST PER PLAN — \ <br />DOUBLE TOP PLATE <br />NT. 2x PLATE w/2-16d NAILS 0 24'0.C. <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 />OOR TRUSS/ <br />STRUCTURAL SHEATHING CONTINUOUS THROUGH <br />FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT <br />NAILING PER DETAILS <br />(4) i6d 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 SCUD <br />8' CMU WALL, SEE PLAN FOR VERT REINF. <br />iT 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 />WL SHEATHING TO BOTTOM <br />'LATE AND BEAM OR <br />3tDER WITH HORIZONTAL <br />WUNG PER DETAILS <br />oLm TAIL ruAm IRUJJ <br />GIRDER <br />I L8 12-STORY CONNECTION @ BEAM <br />SHEATHING PER PLAN / <br />SP2 w/ (12) 10d NAILS TO EA. STUD. <br />2x STUDS 016' <br />FL1C FLOOR TRUSS/JOIST TO FRAMED WALL FLOOR SHEATHING <br />WITHOUT 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 />TRUSS/JOIST PER PLAN <br />PLATE AND BEAM OR <br />GIRDER NTH HORIZONTAL <br />SHEATHING PER PLAN <br />NAILING PER DETAILS <br />TRUSS/JOIST CONNECTION <br />BEAM OR FLOW TRUSS <br />TO BEAM PER MANUF. <br />GIRDER <br />2-STORY <br />CONNECTION @ BEAM <br />FL9 <br />0 <br />0- <br />0 <br />25 <br />0 <br />r <br />fesw <br />T <br />r~- eV^ <br />v <br />o <br />1i <br />a <br />ON <br />r-4 <br />00 <br />L M <br />as <br />O N <br />H <br />Q <br />7=11 i <br />120 <br />0 <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />C.O.A.# ARCHITECTURE: <br />— <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />PROJECT TYPE <br />29349 <br />Single Famfl <br />Cl THOMAS A. WEBER, PE <br />3 <br />P.E. # 73242 FLORIDA <br />o <br />■ BENJAMIN NIESE, PE <br />SPECIFICATION LEVEL <br />P.E. # 86026 FLORIDA <br />INte <br />vMi <br />3/31/21 <br />PLAN NAME <br />U <br />Whitestone <br />NPC CHILD NUMBER <br />o <br />No. 8602 <br />2117.501 <br />N <br />_ * <br />c <br />TATE <br />SHEET <br />S43 <br />