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STRUCTURAL SHEATHING. — <br />REFER TO STRUCTURAL SHEETS <br />FOR NAILING & OTHER REQ. <br />PER <br />EIEV. <br />FLOOR JOIST <br />OR TRUSS <br />SYSTEM & <br />DIRECTION PER <br />STRUCTURAL <br />INTERIOR <br />W32 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 />OL TOP OF WALL <br />(REFER TO ELEV.) <br />FASCIA PER COMMUNITY SPEC 1/42x MST BLOCK W/ (3) <br />'X2 3/4' TAFQNS TO SLAB <br />SOFFIT PER MANUFACTURER'S <br />INSTALLATION INSTRUCTIONS <br />REFER TO 2ND FLOOR JOINT 2x THRUST BI.oac W/ (3) <br />DETAIL 1/4'x2 3/4' TAMS TO SDAB <br />RIM BD. OR TRUSS PER OL 0'-0. <br />STRUCT. <br />� TOP OF FLOOR <br />(REFER TO ELEV.) /'�TYPICAL 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 />01LO,-O <br />---FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />(2)2x8 HEADER ATTACHED TO FLOOR JOIST <br />W/ 10d NAILS 0 6' O.C. STAGGERED <br />2x LEDGER ATTACHED TO (2)2x8 HEADER <br />W/ 10d NAILS 0 6' O.C. STAGGERED <br />STRINGERS TOE NAILED TO 2X <br />LIDOQR W/ (4) 10d NAILS <br />(2)2XB HEADER ATTACHED TO FLOOR JOIST <br />W/ 10d NAILS 0 6' O.C. STAGGERED <br />2X LEDGER ATTACHED TO (2)2XB HEADER - <br />W/ 10d NAILS 0 6' O.C. STAGGERED <br />STRINGERS TOE NAILED TO <br />2X LEDGER W/ (4) 10d <br />NAILS. <br />STAIR LAN G _�. <br />ELEV. & SI PER <br />ARCH. PLANS <br />CLG, JOIST 016' at 2x6 LEDGER SUPPORTED BY ONE OF THE <br />FOLLOwWG STRUCTURAL SUPPORTS <br />a KNEE WAIL BELOW (JOIST HANGERS <br />NOT REOUWED) <br />b. (3) 16d NAILS INTO EACH STUD <br />(16' O.C. MAX) <br />c (2) Y x 2 )f CONCRETE SCREW <br />012' O.C. TO MASONRY <br />(2) 2x8 HEADER. SUPPORT <br />WITH KNEE —WAIL OR (8) 16d <br />NAILS INTO STUD 0 WAIJ. <br />2x LEDGER ATTACHED TO (2)2x8 <br />HEADER W/ 10d NAILS 0 6' at <br />STAGGERED <br />SECURE 2x6 FLOOR JOISTS 016' O.C. TO <br />HEADER w/LUS26 JOIST HANGERS wA4) <br />10d TO JOIST & (6) 10d TO LEDGER <br />GRASPABLE <br />SECOND FLOOR HANDRAIL, 1 <br />h 1/4' MN TO <br />ELEV. PER PLANS 1D' 1-1/2' MAX <br />TREAD M1 DIAMETER <br />HANDRAIL BRACKETS TO BE <br />CONNECTED TO FRAMING PER MANUF. <br />RECOMMENDATIONS <br />S <br />CLr. JOIST 0 16' O.C. RETURN HANDRAIL <br />INTO iX BACKER T1D. <br />GREATEST VARIANCE BETWEEN LARGEST TREAD AND SMALLEST TREAD f��m <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 />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/Sd 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 0 <br />4' O.C. <br />TRUSS PER PLAN <br />SHEATHING PER PLAN <br />META16 ANCHOR 0 24' O.C: <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) 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 />LOOR TRUSS/JOIST TO 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 />ULnffl M\ 1 LM % 11\V," <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 MANIA. <br />GIRDER <br />2-STORY <br />CONNECTION @ BEAM <br />FL9 <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/Bd 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 />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 CONIINOUS BAR <br />GROUT SOLID <br />8' CMU WALL, SEE PLAN FOR VERT REINF. <br />.00R TRUSS/JOIST w/LET-IN ON MASONRY WALL <br />C.OA.* ARCHITECTURE: <br />AA26002802 <br />C,O.A.* ENGINEERING: <br />29348 <br />n THOMAS A. WEBER, PE <br />P.E. * 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. 8 86026 FLORIDA <br />6/18/21 <br />0`TE``t;1IIIlI <br />i '• aITA •: <br />► <br />�X Mo .' <br />R AL <br />itlll <br />a� <br />e-I <br />M <br />0 <br />� <br />O <br />AN <br />;-4 <br />o� <br />v� <br />4-5 <br />tt <br />ro0 <br />U <br />M <br />N <br />as <br />*PulteGroup- <br />PRODUCT MANAGER <br />IRELEASE I <br />n ATr. vv /vv /vvvv <br />PROJECT TYPE <br />Single Family <br />SPECIFICATION LEVEL <br />Pu1te <br />1PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />S4.3 <br />