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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 />DIRECTION PER <br />STRUCTURAL <br />l_i <br />INTERIOR <br />W32 TYP. 2-STORY WALL <br />(2)2d WPM ATTACHED TO I = JOIST W/ 10d NAILS 0 6' <br />O.C. STAGGERED <br />INSULATION AS PER SPECS. <br />2x LEDGER ATTACHED TO (2)2x8 READER W/ 10d NAILS 0 6' <br />O.C. STAGGED <br />PRE—ENGINEERED ROOF TRUSSES. REFER TO <br />TRUSS MFGR. DRAWINGS. STRINGERS 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 BLOC( W/ (3) 1/4'X2 3/4' <br />TAPCONS TO SLAB <br />TOP OF WALL <br />(REFER TO ELEV.) <br />0'-0" <br />FASCIA PER COMMUNITY SPEC <br />SOFFIT & OVERHANG PER SPECIFICATIONS <br />(2)2X8 WADER ATTACHED TO FLOOR JOIST W/ 10d NAILS 0 <br />6' O.C. STAKED <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 BLOC( W/ (3) <br />1/4-U 3/4' TAPCONS TO SUB <br />REFER TO 2ND FLOOR JOINT <br />DETAIL <br />RIM BD. OR TRUSS PER O,-0' <br />- STRUCT. <br />_OL TOP OF FLOOR <br />(REFER TO ELEV.) <br />%TYPICAL STAIR DET <br />TOP OF CMU <br />(REFER TO ELEV.) <br />BOND BEAM PER PLAN <br />SEE STRUCT. FOR ALL <br />REINFORCEMENT <br />REQUIREMENTS <br />SEE STRUCT. DETAILS FOR <br />VARIATIONS <br />o1_on <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />CLG. JOIST 016' O.C. <br />CLG. JOIST O,6' O.C. <br />SECOND FLOOR <br />ELEV. PER PLANS <br />ELEV. PER PLANS <br />STAIR LAN G _ <br />ELEV. do SI PER <br />ARCH. PLANS <br />2x6 LEDGER SUPPORTED BY ONE OF THE <br />FOLLOIMNG STRUCTURAL SUPPORTS: <br />a KNEE WALL BELOW (JOIST HANGERS <br />NOT REQUIRED) <br />b. (3) i6d NAILS INTO EACH STUD <br />(16' O.C. MAX) <br />C. (2) N x 2 3i CONCRETE SCREW <br />0 It O.C. TO MASONRY <br />(2) 2xB HEADER. SUPPORT <br />METH 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 016' 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/r 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 MANRF. <br />RECOMMENDATIONS <br />SECTION <br />1 <br />RETURN HANDRAIL <br />INTO IX 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 wA2) 16d NAILS 016'0.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' O.C: <br />STRUCTURAL SHEATHING CONTINUOUS THROUGH <br />FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT <br />DIAL. 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 />OOR TRUSS/JOIST TO MASONR <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 STUDS@ 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. HELD NAILING (MIN) <br />TRUSS/JUST PER PLAN —� <br />SHEATHING PER PLAN <br />SP2 w/ (12) 10d NAILS TO EA. STUD. <br />DOUBLE TOP PLATE <br />2x STUDS, SEE PLAN FOR SPACING AND <br />STRAPPING REQUIREMENTS <br />CONT. 2x PLATE w/2-16d NAILS 0 EA. JUST <br />23/32' FLOUR SHEATHING NAILED w/8d NAILS <br />O.C. 0 EDGES & 12' O.C. HEW 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 CONECTIUN, 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/#5 CONTINOUS BAR <br />GROUT SOLD <br />8' CMU WALL, SEE PLAN FOR VERT REINF. <br />ALL )FLOOR TRUSS/JOIST w/LET-IN ON MASONRY WALL <br />NT. 2x PLATE w/2-16d NAILS 0 24'O.C. <br />LSTA12 0 EA TRUSS VERTICAL - BEND 0 <br />BOTTOM PLATE <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 />LSTA12 0 EA TRUSS VERTICAL - BEND 0 <br />BOTTOM OF TOP PLATE <br />FRAMED BEAMNG WALL SEE PLAN AND W10 <br />DETAIL <br />FL1C FLOOR TRUSS/JOIST TO FRAMED WALL <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 />BEAU IN LIEU OF <br />CONTINUOUS SHEATHING <br />IAIL SHEATHING TO BOTTOM <br />'LATE AND BEAM OR <br />EDER WITH HORIZONTAL <br />IAILING PER DETAILS <br />oLm UR fLVUI 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 />IKGIRDER <br />TRUSS/JUST PER PLAN <br />PLATE AND BEAM OR <br />WITH HORIZONTAL <br />SHEATHING PER PLAN <br />NAILING PER DETAILS <br />TRUSS/JUST CONNECTION <br />BEAM OR FLOOR TRUSS <br />TO BEAM PER MANUF. <br />ORDER <br />FL9 2-STORY <br />CONNECTION @ BEAM <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />Cl THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />1 /27/21 <br />DATE <br />I <br />.8 <br />�4 <br />TE OF !(r <br />0�1 R40 <br />1�1 , Ift-i . <br />QO <br />c� <br />, <br />r-4 <br />00 <br />M <br />0 <br />O <br />A�p <br />IT <br />i.4 <br />vcr, <br />41 <br />0 <br />N <br />W <br />V <br />0 <br />co <br />• <br />'� <br />O <br />�■I� <br />^� <br />4 <br />0 <br />bA <br />0.4 <br />1q <br />cf) <br />co <br />a <br />N <br />a� <br />*PulteGroup- <br />IfF <br />v <br />Om <br />N <br />oc <br />L M <br />�c <br />Orn N <br />H <br />H <br />Q <br />w � <br />0 <br />�r. Ecl> wLj <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pt lte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />S43 <br />