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STRUCTURAL SHEATHING. — <br />REFER TO STRUCTURAL SHEET <br />FOR NAILING & OTHER REQ. <br />� IPER <br />W31 TYP. 2-STORY WALL <br />Lu <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 />(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 />Aii-JOP OF FLOOR <br />(REFER TO ELEV) <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 />FIN. 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 @ 6" <br />O.C. STAGGERED <br />2x THRUST BLOCK W/ (3) 1/4'X2 3/4' <br />TAPCONS TO SLAB <br />0'-0 <br />tic THRUST BLOCK W/ (3) <br />1/4'X2 3/4" TAPCONS TO SLAB <br />TYPIrAl CTAIR r)FTAII C <br />2x LEDGER ATTACHED TO (2)2x8 HEADER W/ 10d NAILS @ 6' <br />O.C. STAGGERED <br />STRINGERS TOE NAILED TO 2X LEDGER W/ (4) <br />10d NAILS. <br />CLG. JOIST @ 16' O.C. <br />SECOND FLOOR <br />ELEV. PER PLANS <br />STAIR LAND 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) N x 2 Y' 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 @ WALL <br />2x LEDGER ATTACHED TO (2)2x8 <br />HEADER W/ 10d NAILS @ 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 j 1/2' MIN <br />HANDRAIL; 1 <br />1/4" MIN TO <br />1-1/2" MAX <br />DIAMETER <br />��t[9 $Ti <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 />1 1/2" MIN <br />RETURN HANDRAIL <br />INTO 1X BACKER BD. <br />PLAN <br />A <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 @ 16"O.C. <br />23/32" FLOOR SHEATHING NAILED w/8d NAILS 6" \ <br />O.C. @ 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 @ <br />4" O.C. <br />TRUSS PER PLAN <br />SHEATHING PER PLAN <br />META16 ANCHOR @ 24" 0. <br />STRUCTURAL SHEATHING CONTINUOUS THROUGH <br />FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT <br />DIAL. REQ. @ BLOCKING. NAIL w/ (2) 10d NAILS <br />@ E.E. <br />FIELD FRAME 20 KNEE WALL OR PRE-ENG <br />FLOOR TRUSS, STUDS @ 16" O.C. w/ (2) 16d <br />NAILS @ 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 />LOOK TRUSS/JOIST TO MASONRY WALL <br />H10A @ 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' O.C. <br />SP1 w/ (10) 10d NAILS TO EA. STUD — <br />23/32" FLOOR SHEATHING NAILED w/8d NAILS 6" <br />O.C. @ EDGES & 12" O.C. HELD NAILING (MIN) <br />TRUSS/JOIST PER PLAN <br />SHEATHING PER PLAN ' <br />SP2 w/ (12) 10d NAILS TO EA. STUD. <br />FUC <br />3LE TOP PLATE <br />2x PLATE w/2-16d NAILS @ 24"O.C. <br />2x STUDS, SEE PLAN FOR SPACING AND <br />STRAPPING REQUIREMENTS <br />CONT. 2x PLATE w/2-16d NAILS @ EA. JOIST — <br />23/32" FLOOR SHEATHING NAILED w/8d NAILS 6 <br />O.C. @ EDGES & 12' O.C. FIELD NAILING (MIN) <br />TRUSS PER PLAN <br />SHEATHING PER PLAN—` <br />META16 ANCHOR @ EA TRUSS OR @ 24" O.C. <br />TO STRUCTURAL RIM IF JOISTS ARE USED <br />LSTA12 @ EA TRUSS VERTICAL - BEND @ <br />BOTTOM PLATE <br />FIELD FRAME 2x4 KNEE WALL OR PRE-ENG <br />FLOOR TRUSS, STUDS @ 16" O.C. w/ (2) 16d <br />NAILS @ EA END <br />LSTA12 @ EA TRUSS VERTICAL - BEND @ <br />BOTTOM OF TOP PLATE <br />FRAMED BEARING WALL SEE PLAN AND W10 <br />DETAIL <br />LOOK TRUSS/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/#5 CONTINOUS 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 @ <br />EVERY STUD TO TRUSS OR <br />BEAM IN LIEU OF <br />CONTINUOUS SHEATHING <br />TAIL SHEATHING TO BOTTOM <br />'LATE AND BEAM OR <br />;IRDER WITH HORIZONTAL <br />IAILING PER DETAILS <br />ULMM Un rLUUR [RUJJ <br />GIRDER <br />FL82-STORY CONNECTION @ BEAM <br />2x STUDS @ 16" O.C. <br />FLOOR SHEATHING <br />STRUCTURAL SHEATHING <br />CONTINUOUS THROUGH <br />FLOOR CONECTION <br />LSTA15 MAY BE USED @ <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 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 />FL9 2-STORY CONNECTION <br />@ BEAM <br />opo Fieldstone <br />C.O.A.# 29349 <br />w. r ► tP <br />3400 AUBURN RD., #200 <br />AUBURN HILLS, MI 48326 O. $602 -� <br />(246) 622-4035 <br />BENJAMIN NIESE <br />'0 <br />P.E.#86025 <br />❑ THOMAS A. WEBER, PE <br />P.E.# 73242 <br />r TA F �` <br />i [0R1D�` <br />FLORIDA <br />•' ♦��� <br />ODATE <br />!'fi��� <br />SIGNED020NAL <br />E5 <br />0 <br />CD <br />Of <br />r <br />0 <br />U <br />0 <br />w , <br />O <br />O <br />[IWJ <br />O <br />M <br />v00 <br />M <br />O <br />� <br />VJ <br />� <br />O <br />00 <br />tn� <br />� <br />� <br />O <br />v <br />c, <br />Co <br />IM <br />U <br />_v <br />`Y' <br />cz <br />0 <br />^� <br />� <br />--4 <br />w <br />bb <br />.5 <br />i� <br />r, <br />M� <br />l' J <br />� <br />N <br />PRODUCT MANAGER <br />RELEASE <br />DATE: 03 27 20 <br />REV DATE ESMIP➢ON <br />PROJECT TYPE f <br />Single Family <br />SPECIFICATION LEVEL <br />Pulte <br />1PLAN NAME <br />WHITESTONE <br />NPC CHILD NUMBER <br />2375.500 <br />SHEET <br />S4.3 <br />