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STRUCTURAL SHEATHING. - <br />REFER TO STRUCTURAL SHEE' <br />FOR NAILING & OTHER REQ. <br />PER <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 />`F•(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 />BOND BEAM PER PLAN <br />EXTERIOR <br />SEE STRUCT. FOR ALL <br />REINFORCEMENT <br />REQUIREMENTS <br />SEE STRUCT. DETAILS FOR <br />VARIATIONS <br />Me <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 0 6' <br />O.C. STAGGERED <br />2x LEDGER ATTACHED TO (2)2x8 HEADER W/ 10d NAILS 0 6' <br />O.C. STAGGERED <br />STRINGERS TOE NAILED TO 2x LEDGER W/ (4) <br />10d NAILS <br />2x THRUST BLOCK W/ (3) 1/412 3/4' <br />TAPCONS TO SLAB <br />�1 1 <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 />STRANGERS TOE NAILED TO 2X LEDGER W/ (4) <br />10d NAILS <br />2x THRUST BLOCK W/ (3) <br />1/412 3/4' TAPCONS TO SLAB <br />CLG. JOIST 0 16' O.C. <br />CLG. JOIST 016' O.C. <br />ELEV. PER PLANS <br />STAIR LAND G <br />ELEV. & SIZ PER <br />ARCH. PLANS <br />2x6 LEDGER SUPPORTED BY ONE OF THE <br />FOLLOWNG 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) Y' x 2 34' CONCRETE SCREW <br />012" O.C. TO MASONRY <br />(2) 24 HEADER. SUPPORT <br />MATH 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 wAUS26 JOIST HANGERS wA4) <br />10d TO JOIST & (6) 10d TO LEDGER <br />GRASPABLE <br />HANDRAIL; 1 <br />1/4' MIN TO <br />1-0' 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 FRAMNiG PER MANUF. <br />RECOMMENDATIONS <br />SECTION <br />1 1/2' Mw <br />RETURN HANDRAIL <br />INTO 1x BACKER BD. <br />PLAN <br />TYPICAL STAIR DETAILS _ __ <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'-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 />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 BLOC( 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 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 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 & 12' O.C. FIELD NAILING (MIN) <br />TRUSS/JOIST PER PLAN <br />SHEATHING PER PLAN <br />SP2 w/ (12) 10d NAILS TO EA. STUD. <br />)LE TOP PLATE <br />CONT. 2x PLATE w/2-16d NAILS 0 24"O.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 W10 <br />DETAIL <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/8d NAILS 6" <br />O.C. 0 EDGES & 12" O.C. FIELD NAILING (MIN) <br />TRUSS PER PLAN <br />SHEATHING PER PLAN— v <br />META16 ANCHOR 0 EA TRUSS OR 0 24" O.C. <br />TO STRUCTURAL RIM IF JOISTS ARE USED <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/15 GONTINOUS BAR <br />GROUT SOLID <br />8" CMU WALL, SEE PLAN FOR VERT REINF. <br />LOOR TRUSS/JOIST 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 UEU OF <br />CONTINUOUS SHEATHING <br />IAIL SHEATHING TO BOTTOM <br />'LATE AND BEAM OR <br />ARDER WITH HORIZONTAL <br />IAILING PER DETAILS <br />DLM VR fLVUR 11{VJJ <br />GIRDER <br />FL8 27STORY CONNECTION BEAM <br />2x STUDS 016" O.C: <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 />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 />ORDER <br />2-STORY <br />CONNECTION @ BEAM <br />FL9 <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />5 <br />a <br />0 <br />CV <br />0 <br />(V <br />0 <br />U <br />M <br />00 <br />M <br />00 <br />O <br />Q <br />� <br />Q <br />'' <br />�F.,+ <br />w <br />U <br />..:11 <br />bIJ <br />0 <br />2 <br />N <br />a <br />tPultw,':, ::..:. <br />PRODUCT MANAGER <br />RELEASE <br />DATE: xx/xx/xxxx <br />C.O.A.# ENGINEERING: <br />PROJECT TYPE <br />29349 <br />Single Famfl <br />71 THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />SPECIFICATION LEVEL <br />0 BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />Pulte <br />11 /16/20 <br />DATE <br />PLAN NAME <br />VVWtestone <br />® <br />NPC CHILD NUMBER <br />.. <br />N°' $60 - <br />2117.501 <br />SHEET <br />�Q ATE 0 �� <br />�,. <br />S4.3 <br />lllll <br />