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_1 �H _ I 1 ! I 1' 1 I ❑ "' IC i . I I — f _ - — I I ( T !I ! <br />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 />' �' ■ <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 />OIL TOP OF WALL <br />(REFER TO ELEV.) <br />FASCIA PER COMMUNITY SPEC <br />— SOFFIT PER MANUFACTURER'S <br />INSTALLATION INSTRUCTIONS <br />REFER TO 2ND FLOOR JOINT <br />DETAIL <br />RIM BD. OR TRUSS PER <br />STRUCT. <br />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 />0,4' <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />2x THRUST BLOCK W/ (3) <br />1/4'X2 3/4' TAPCONS TO SLAB <br />2x THRUST BLOCK W/ (3) <br />1/4'X2 3/4' TAPCCNS TO SLAB <br />0'-0" _ <br />(2)2x8 HEADER ATTACHED TO FLOOR JOIST <br />W/ 10d NALS 0 6' O.0 STAGGERED <br />2x LEDGER ATTACHED TO (2)2x8 HEADER <br />W/ 10d NAILS 0 6' D.C. STAGGERED <br />STRINGERS TOE NAILED TO 2X <br />LEDGER W/ (4) 10d NAILS <br />(2)2XB HEADER ATTACHED TO FLOOR JOIST <br />W/ 10d NAILS 0 6' O.C. STAGGERED <br />A LEDGER ATTACHED TO (2)2X8 HEADER - <br />W/ 10d NAILS 0 6' O.C. STAGGERED <br />STRINGERS TOE NAILED TO <br />2X LEDGER W/ (4) 10d <br />NAILS. <br />CLG. JOIST 0 16' Oa <br />CLG. JOIST 0 16' O.C. <br />SECOND FLOOR <br />ELEV. PER PLANS <br />06 STAIR LANDING <br />ELEV. & SIZE 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 REOUNED) <br />b. (3) 16d NAILS INTO EACH STUD <br />(16' O.C. MAX) <br />c. (2) N x 2 i4 CONCRETE SCREW <br />0 12' O.C. TO MASONRY <br />(2) 298 HEADER SUPPORT <br />NTH 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' MN TO <br />1-1/Y MAX <br />DIAMETER <br />HANDRAIL BRACKETS TO BE <br />CONNECTED TO FRAYING PER MANUF. <br />RECOMMENDATIONS <br />+ SECTION <br />'PS <br />RETURN HANDRAIL <br />INTO 1X BACKER BO. <br />Li <br />GREATEST VARIANCE BETWEEN LARGEST TREAD AND SMALLEST TREAD <br />SHALL NOT BE GREATER THAN 3/8'. PLAN <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/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 />STRUCTURAL SHEATHING CONTINUOUS THROUGH <br />FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT 2x STUDS, SEE PLAN FOR SPACING AND <br />STRAPPING REQUIREMENTS <br />CONT. 2x PLATE w/2-16d NAILS 0 EA. JOIST — <br />DIAG. REQ. 0 BLOCKING. NAIL w/ (2) 10d NAILS <br />23/32' FLOOR SHEATHING NAILED w/8d NAILS 6' <br />0 E.E. <br />O.C. 0 EDGES & 12' O.C. FIELD NAILING (MIN) <br />FIELD FRAME 2x4 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 />f�� <br />8' CMU WALL OR POURED CONC. WALL, SEE <br />PLAN FOR VERT RETNF. <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 />it KNOCKOUT BLOCK w/¢5 CONTINOUS BAR <br />GROUT SOLID <br />8' CMU WALL, SEE PLAN FOR VERT RE]NE <br />TRUSS PER PLAN ---� ' <br />TRUSS PER PLAN` <br />F <br />SHEATHING PER PLAN SHEATHING PER PLAN --/ �/ <br />META16 ANCHOR 0 24' O.C. META16 ANCHOR 0 EA TRUSS OR 0 24' O.C. <br />TO STRUCTURAL RIM IF JOISTS ARE USED <br />eFL1 FLOOR TRUSS/JOIST TO MASONRY WALL FL2 FLOOR 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 LIEU OF <br />CONTINUOUS SHEATHING <br />IAIL SHEATHING TO BOTTOM <br />'LATE AND BEAM OR <br />ORDER WTH HORIZONTAL <br />IAILING PER DETAILS <br />DLm UR fL%AR{ IRUJJ <br />GIRDER <br />FL8 <br />2-STORY CONNECTION <br />@ BEAM <br />STRUCTURAL SHEATHING <br />CONTINUOUS THROUGH <br />FLOOR CONECTION <br />2x STUDS 016' O.C. <br />LSTA15 MAY BE USED 0 <br />EVERY STUD TO TRUSS OR <br />FLOOR SHEATHING <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 />2-STORY <br />CONNECTION @ BEAM <br />sFL9 <br />C.O. A# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />0 BENJAMIN NIESE, PE <br />P.E.# 86025 <br />v, <br />E] IAN MCCULLOUGH, PE <br />v <br />P.E.# 80956 <br />0 <br />0 <br />08104/2021 <br />N <br />DATE �►111TT/ <br />U <br />U <br />i <br />o. 8 <br />[V <br />'� <br />O <br />1 <br />3 <br />TATE OF <br />' <br />1►111 <br />0 <br />N <br />0 <br />CV <br />cD <br />rL <br />v <br />O <br />O <br />M <br />00 <br />M <br />O <br />VJ <br />00 <br />,14 <br />QLr) <br />M <br />U <br />M <br />R13 <br />• <br />'12 <br />O <br />as <br />11kPu1te , c.i ­ <br />v7 <br />o N <br />v <br />o <br />0,60L <br />O <br />O <br />O <br />cn <br />M <br />� <br />w <br />Q� <br />� <br />N <br />p <br />U <br />U-) <br />= <br />H <br />03 <br />a� <br />W <br />� <br />Q <br />w <br />c'n <br />on <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Single Famil <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />VVMtestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />S4.3 <br />H <br />