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e <br />9 <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 />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 2x THRUST BLOCK W/ (3) <br />1/4'X2 3/4' TAPCONS TO SLAB <br />— SOFFIT PER MANUFACTURER'S <br />INSTALLATION INSTRUCTIONS <br />0'-0" <br />REFER TO 2ND FLOOR JOINT 2x THRUST BLOCK W/ (3) <br />DETAIL 1/4'X2 3/4' TAPCONS TO SLAB <br />RIM BD. OR TRUSS PER OL 0'-0" <br />STRUCT. <br />omL TOP OF FLOOR <br />(REFER TO ELEV.) /'_"�TYPIC:AI STAIR nFTAII q <br />OILTOP 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 />ojLO,_O„ <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />(2)2x8 HEADER ATTACHED TO FLOOR JOIST <br />W/ 10d NAILS 0 6' O.C. STAGGERED <br />2x LEDGER ATTACHED TO (2)2x8 HEADER <br />W/ 10d NAILS ® 6' O.C. STAGGERED <br />STRINGERS TOE NAILED TO 2X <br />LEDGER W/ (4) 10d NAILS. <br />(2)2X8 HEADER ATTACHED TO FLOOR JOIST <br />W/ 10d NAILS ® 6' O.C. STAGGERED <br />2X 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 ® 16' O.C. <br />CLG. JOIST ®16' O.C. <br />SECOND FLOOR <br />ELEV. PER PLANS <br />ELEV. PER PLANS <br />STAIR LAND G <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 REQUIRED) <br />b. (3) 16d NAILS INTO EACH STUD <br />(16' O.C. MAX) <br />C. (2) N x 2 Y47 CONCRETE SCREW <br />® 12' O.C. TO MASONRY <br />(2) 2x8 HEADER. SUPPORT <br />NTH KNEE -WALL OR (8) 16d <br />NAILS INTO STUD ® WALLS <br />2x LEDGER ATTACHED TO (2)2x8 <br />HEADER W/ 10d NAILS ® 6' D.C. <br />STAGGERED <br />SECURE 2x6 FLOOR JOISTS 0 16" O.C. TO <br />HEADER wAUS26 JOIST HANGERS w/(4) <br />10d TO JOIST & (6) 10d TO LEDGER <br />iASPABLE <br />INDRAIL; 1 <br />'4' MIN TO <br />-1/2' MAX <br />AMETER <br />HANDRAIL BRACKETS TO BE <br />CONNECTED TO FRAMING PER MANUF. <br />RECOMMENDATIONS <br />SECTION <br />J <br />3/4' - 1 1/4' NOSING <br />s�yCF�s 1 1/2' MIN <br />RETURN HANDRAIL <br />INTO 1X BACKER BD. <br />GREATEST VARIANCE BETWEEN LARGEST TREAD AND SMALLEST TREAD PLANSHALL NOT BE GREATER THAN 3/8. — <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 @ 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'-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 @ 24" 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 ® 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 NAILING (MIN) <br />FIELD FRAME 20 KNEE WALL OR PRE-ENG <br />FLOOR TRUSS, STUDS ®16" O.C. w/ (2) 16d <br />NAILS ® EA END <br />NAILING PER DETAILS <br />B" 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 />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 />IAIL SHEATHING TO BOTTOM <br />'LATE AND BEAM OR <br />'IRDER WITH HORIZONTAL <br />IAIUNG PER DETAILS <br />u mm un rLvvn inuai <br />GIRDER <br />r/ i o 12.-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 />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 />FL9 2-STORY <br />CONNECTION @ BEAM <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 />STRUCTURAL SHEATHING CONTINUOUS THROUGH <br />FLOOR CONECTlOIN, 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 CONINOUS BAR <br />GROUT SOLID <br />8' CMU WALL, SEE PLAN FOR VERT REINF. <br />LOOK TRUSS/JOIST w/LET-IN ON MASONRY WALL <br />C.O.A.# ARCHITECTURE: <br />AA26002802 <br />C.O.A.# ENGINEERING: <br />29349 <br />0 THOMAS A. WEBER, PE <br />A.E. # 73242 FLORIDA <br />3 <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />0 <br />0 <br />07/08/2021 <br />DATE ii111111t/1 <br />e_V <br />>, �. �• ATE OF <br />Lu <br />o /Intl <br />a <br />o� <br />o <br />m <br />r--+ <br />W <br />OO <br />� <br />O <br />o <br />�- <br />� <br />Oo�O <br />Lp <br />;�4 <br />O <br />Q) <br />cr <br />'N <br />N <br />^Q <br />W <br />U <br />m <br />r <br />?� <br />M <br />cz <br />4� <br />(1) <br />v <br />O <br />w <br />0 <br />bb <br />.5 <br />13 <br />N <br />0 <br />*PulteGroupp <br />N <br />So <br />44, i <br />GO <br />ro .1 <br />So <br />f4 v <br />o <br />< M <br />O <br />o cry <br />O cn <br />� w <br />00 <br />4c <br />� N <br />o p <br />� CIS <br />.-� ciz <br />a� w <br />CIZ Q <br />i <br />0 C) <br />w O <br />a1 <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX Ax /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 />a�. <br />