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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 />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 />TOP OF WALL <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 />oiL TOP OF FLOOR <br />(REFER TO ELEV.) <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 />LI 1 <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 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 />2x THRUST BLOCK W/ (3) 1/4'X2 3/4' <br />TAPCONS TO SLAB <br />/ohva Wren ArrAr Vn Tn n nno INCT w/ Ina AIAII C A <br />2x THRUST BLOCK W/ (3) <br />1/4'X2 3/4' TAPCONS TO SLAB <br />TYPICAL STAIR DETAIL <br />SECOND FLOOR <br />ELEV. PER PLANS <br />STAIR LAND G <br />ELEV. & SIZ PER <br />ARCH. PLANS <br />CLG. JOIST ® 16' O.C. 2x6 LEDGER SUPPORTED BY ONE OF THE <br />FOLLOWING STRUCTURAL SUPPORTS: <br />a. KNEE WALL BELOW (JUST HANGERS <br />NOT REQUIRED) <br />b. (3) t6d NAILS INTO EACH STUD <br />(16' O.C. MAX) <br />c. (2) N x 2 Y' CONCRETE SCREW <br />012' O.C. TO MASONRY <br />(2) 2xB HEADER. SUPPORT <br />WITH KNEE -WALL OR (8) 16d <br />NAILS INTO STUD 0 WALL <br />— <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 wAUS26 JOIST HANGERS w/(4) <br />10d TO JUST & (6) 10d TO LEDGER <br />GRASPABLE <br />HANDRAIL: 1 <br />1/4' MIN TO <br />1-1/2' 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 MANUF. <br />RECOMMENDATIONS <br />SECTION <br />1 1/27 MIN <br />RETURN HANDRAIL <br />INTO 1X BACKER BO. <br />F <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) i6d NAILS ®16"O.C.� <br />23/32' FLOOR SHEATHING NAILED w/8d NAILSLS 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 <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. ®BLOCKING. NAIL w/ (2) 10d NAILS <br />® E.E. <br />HELD FRAME 20 KNEE WALL OR PRE-ENG <br />FLOOR TRUSS, STUDS ® 16' 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 />LOOK TRUSS/JOIST TO MASONRY WALL <br />H10A 0 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 />iLE TOP PLATE <br />NT. 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 <br />O.C. 0 EDGES & 12' O.C. FIELD NAILING (MIN) <br />R;T11,0vlkvvF.R <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 ® EA TRUSS VERTICAL - BEND <br />BOTTOM PLATE <br />HELD FRAME 2x4 KNEE WALL OR PRE-ENG <br />FLOOR TRUSS, STUDS 016" O.C. w/ (2) 16d <br />NAILS 0 EA END <br />LSTA12 ® EA TRUSS VERTICAL - BEND <br />BOTTOM OF TOP PLATE <br />FRAMED BEARING WALL SEE PLAN AND W10 <br />DETAIL <br />FL1C FLOOR 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 />JAIL SHEATHING TO BOTTOM <br />'LATE AND BEAM OR <br />'IRDER WITH HORIZONTAL <br />JAILING PER DETAILS <br />ULM Vil ILVVR II\UJJ <br />GIRDER <br />F, o 2-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 />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 MANUF. <br />GIRDER <br />2-STORY <br />CONNECTION @ BEAM <br />FL9 <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />11 THOMAS A. WESER, PE <br />P.E. # 73242 FLORIDA <br />0 BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />4/20/21 <br />DATE 11ItIlIr <br />I s <br />S OF <br />O1001.. <br />At et�� <br />0 <br />N <br />55 <br />0 <br />U <br />O <br />C�./� <br />l'J <br />? <br />e--1 <br />voo <br />v J\ <br />O <br />00 <br />IT <br />A`s' <br />C <br />N <br />It <br />cn <br />0 <br />m <br />cz <br />w <br />o <br />0 <br />bA <br />^^ <br />H <br />$ <br />c� <br />4- <br />N <br />C) <br />*PulteGroup- <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />PROJECT TYPE <br />Single Famfl <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />S4.3 <br />