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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 />INSULATION AS PER SPECS. <br />PRE-ENGINEERED ROOF TRUSSES. REFER TO <br />TRUSS MFGR. DRAWINGS. <br />(2)2x8 HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS ® 6' <br />D.C. STAGGERED <br />2x LEDGER ATTACHED TO (2)2x8 HEADER W/ 10d NAILS Q 6' <br />O.C. STAGGERED <br />STRINGERS TOE NAILED TO 2X LEDGER W/ (4) <br />10d NAILS. <br />SECOND FLOOR <br />ELEV. PER PLANS <br />SHINGLE (OR TILE ROOF PER SPEC) STAIR <br />L SII PER <br />—TRUSS STRAP PER STRUCT. DETAILS 2x THRUST BLOCK W/ (3) 1/4'X2 3/4' <br />TOP OF WALL CLGARCH. PLANS <br />TAPCONS TO SLAB <br />. JOIST ® 16' O.C. 2x6 LEDGER SUPPORTED BY ONE OF THE <br />FOLLOWING STRUCTURAL SUPPORTS: <br />a. KNEE WALL BELOW (JOIST HANGERS <br />(REFER TO ELEV.) NOT REQUIRED) <br />O'—D" b. (3) 16d NAILS INTO EACH STUD <br />FASCIA PER COMMUNITY SPEC (16' D.C. MAX) <br />c. (2) N x 2 Y4' CONCRETE SCREW <br />012' O.C. TO MASONRY <br />—SOFFIT & OVERHANG PER SPECIFICATIONS <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 />\_i$�(REFER TO ELEV.) <br />BOND BEAM PER PLAN <br />EXTERIOR <br />SEE STRUCT. FOR ALL <br />REINFORCEMENT <br />REQUIREMENTS <br />2x THRUST BLOCK W/ (3) <br />1/4'X2 3/4' TAPCONS TO SLAB <br />OIL 0'-0" <br />(2)2X8 HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS 0 <br />6' O.C. STAGGERED <br />2X LEDGER ATTACHED TO (2)2x8 HEADER W/ 10d NAILS <br />6' O.C. STAGGERED <br />STRINGERS TOE NAILED TO 2X LEDGER W/ (4) <br />10d NAILS. <br />CLG. JOIST 0 IV O.C. <br />ELEV. PER PLANS <br />(2) 2x8 HEADER. SUPPORT <br />WITH 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 ® 16' O.C. TO <br />HEADER wAUS26 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 />-�L_ <br />SECTION <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 wA2) 16d NAILS 0 16'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 4'4 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" <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. @ BLOCKING. NAIL w/ (2) 10d NAILS <br />23/32" FLOOR SHEATHING NAILED w/8d NAILS <br />@ E.E. <br />O.C. 0 EDGES & 12" O.C. FIELD NAIUNG (MIN) <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 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 9 EA. TRUSS w/ (' °` <br />10dxl-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. FIELD NAILING (MIN) <br />TRUSS/JOIST PER PLAN —\ <br />3LE TOP PLATE <br />NT. 2x PLATE w/2-16d NAILS @ 24'O.C. <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 />TRUSS PER PLAN <br />SHEATHING PER PLAN <br />META16 ANCHOR 0 EA TRUSS OR 0 24" O.C. <br />TO STRUCTURAL RIM IF JOISTS ARE USED <br />FLOOR TRUSS/JOIST w/LET-IN ON MASONRY WALL <br />LSTA12 0 EA TRUSS VERTICAL - BEND <br />BOTTOM PLATE <br />FIELD FRAME 2A 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 <br />BOTTOM OF TOP PLATE <br />FRAMED BEARING WALL SEE PLAN AND W10 <br />DETAIL <br />SHEATHING PER PLAN / <br />SP2 w/ (12) 10d NAILS TO EA. STUD. <br />FL1C FLOOR 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 />JAIL SHEATHING TO BOTTOM <br />'LATE AND BEAM OR <br />,IRDER WITH HORIZONTAL <br />JAILING PER DETAILS <br />OG1M UR rLUVR IRUJJ <br />GIRDER <br />FL8 2-STORY CONNECTION @ BEAM <br />2x STUDS 016" <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 />SEE STRUCT. DETAILS FOR <br />TRUSS JOIST PER PLAN <br />/r� <br />PLATE AND BEAM OR <br />GIRDER WITH HORIZONTAL <br />VARIATIONS <br />SHEATHING PER PLAN <br />NAILING PER DETAILS <br />TRUSS/JOIST CONNECTION <br />BEAM OR FLOOR TRUSS <br />0-O <br />TO BEAM PER MANUF. <br />GIRDER <br />kjF FIN. FL. <br />FINISHED GRADE <br />2-STORY <br />CONNECTION @ BEAM <br />FL9 <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />TYP. 2-STORY WALL <br />W32 <br />C.O.A,# ARCHITECTURE, <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />a <br />0 'THOMAS A. V1! ESER, PE <br />P.E. # 73242 FLORIDA <br />BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />0 <br />3/9/21 <br />DATE <br />No. 2 <br />AtO s <br />2 <br />. '^.. <br />.a <br />STA'T F <br />C <br />CV <br />0 <br />N <br />c� <br />a - <br />CD <br />U <br />0 <br />(=) <br />o <br />C <br />00 <br />r-1 <br />O <br />0 <br />V �\ <br />00 <br />�-1 <br />O <br />U <br />I <br />�''! <br />d <br />cr) <br />a% <br />i�l <br />W <br />O <br />bIJ <br />c'3 <br />N <br />0 <br />,; <br />tPulteGroul <br />PRODUCT MANAGER <br />I RELEASE I <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Single Famil <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />Whitestone i <br />NPC CHILD NUMBER <br />2117.501 <br />d <br />SHEET <br />S4.3 <br />