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STRUCTURAL SHEATHING. - <br />REFER TO STRUCTURAL SHEET <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 ILE ROOF PER SPEC) <br />- TRUSS STRAP PER STRUCT. DETAILS <br />Y(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 />(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 />Alk O,_O" <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 M 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 />/q\IVL UCARCD AT AMM TA MAAD IMCT III/ 4AA Al All GA <br />2x THRUST BLOCK W/ (3) <br />1/4'X2 3/4' TAPCONS TO SLAB <br />TYPICAL STAIR DETAILS <br />CLG. JOIST 0 16' O.C. <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) Y,' x 2 Y4' CONCRETE SCREW <br />® 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 Q 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 />1-1/2' 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 />1 1/2' MIN <br />RETURN HANDRAIL <br />INTO 1X 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 w/(2) 16d NAILS 0 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" O.C. <br />STRUCTURAL SHEATHING CONTINUOUS THROUGH <br />FLOOR CONECT OIN, SEE PLAN FOR ATTACHMENT <br />DIAG. REQ. @ BLOCKING. NAIL w/ (2) 10d NAILS <br />0 E.E. <br />FIELD FRAME 20 KNEE WALL OR PRE-ENG <br />FLOOR TRUSS, STUDS 0 16" O.C. w/ (2) 16d <br />NAILS 0 EA END <br />NAILING PER DETAILS <br />8" KNOCKOUT BLOCK w/#5 CONTINQUS BAR <br />GROUT SOLID <br />8" CMU WALL OR POURED CONC. WALL, SEE <br />PLAN FOR VERT REINF. <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—" <br />META16 ANCHOR 0 EA TRUSS OR @ 24" O.C. <br />TO STRUCTURAL RIM IF JOISTS ARE USED <br />STRUCTURAL SHEATHING CONTINUOUS THROUGH <br />FLOOR CONECTTOIN, 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 TO MASONRY WALL c7l 0)FLOOR TRUSS/JOIST w/LET-IN ON MASONRY WALL <br />H10A 0 EA. TRUSS w/ (" ` <br />10dx1-1/2' 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 />SPl 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 />FUC <br />NE TOP PLATE <br />CONT. 2x PLATE w/2-16d NAILS @ 24"O.C. <br />LSTA12 0 EA TRUSS VERTICAL - BEND @ <br />BOTTOM PLATE <br />FIELD FRAME 20 KNEE WALL OR PRE-ENG <br />FLOOR TRUSS, STUDS 0 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 <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 />'IRDER WITH HORIZONTAL <br />BAILING PER DETAILS <br />DLIAM UR FLUVII IRUJJ <br />GIRDER <br />r/ i o \2-STORY CONNECTION @BEAM <br />2x STUDS @ 16" <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 />/ <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 />FL9 <br />.A.# ARCHITECTURE. <br />AA26002802 <br />C.Q.A.# ENGINEERING. <br />29349 <br />0 T'IiOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />0 BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />4/20/21 <br />DA`E�lfffttl <br />via. 86 <br />CL <br />r Ei>F 41/� <br />At <br />AL <br />I I <br />w ` <br />C) <br />O <br />i <br />00 <br />cr3 <br />p <br />pN <br />VJ <br />A <br />;_4 <br />GIN <br />O <br />'(', <br />1 <br />U <br />cor <br />dr-+'i <br />cis <br />is � <br />(a)` <br />•O <br />� <br />w <br />bA <br />1� <br />l`J <br />N <br />a <br />tPulteGroury <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />PROJECT TYPE I <br />Single Family <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />S4.3 <br />