Laserfiche WebLink
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 />W31 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 />,dkTOP OF WALL <br />(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 />oiLTOP OF FLOOR <br />(REFER TO ELEV) <br />4lLTOP 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 />_ 0-0 <br />FIN. FL. <br />FINISHED GRADE <br />MONOLITHIC FOUNDATION, SEE <br />STRUCTURAL DETAILS FOR WIDTH, <br />DEPTH & REINF. REQ. <br />2x THRUST BLOCK W/ (3) 1/4'X2 3/4' <br />TAPCONS TO SLAB <br />2x THRUST BLOCK W/ (3) <br />1/4'X2 3/4- TAPCONS TO SLAB <br />(2)2x8 HEADER ATTACHED TO FLOOR JOIST W/ 10d NAILS @ 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 />SECOND FLOOR <br />ELEV. PER PLANS <br />STAIR LAND G <br />ELEV. & SIZE] PER <br />ARCH. PLANS <br />CLG. JOIST M 16" O.C. 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 Y' CONCRETE SCREW <br />® 12" O.C. TO MASONRY <br />(2) 2x8 HEADER. SUPPORT <br />NTH KNEE —WALL OR (8) 16d <br />NAILS INTO STUD @ WALL <br />2x LEDGER ATTACHED TO (2)2x8 <br />HEADER W/ 10d NAILS ® 6" O.C. <br />STAGGERED <br />SECURE 2x6 FLOOR JOISTS 0 16" 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 />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 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 6" <br />@ E.E. <br />O.C. @ 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 />8" KNOCKOUT BLOCK w/#5 CONIINOUS BAR <br />GROUT SOLID <br />8" CMU WALL OR POURED CONC. WALL, SEE <br />PLAN FOR VERT REINF. <br />.00R TRUSS/JOIST TO MASONRY WALL <br />H10A @ EA. TRUSS w/ (18) <br />1061-1/2" NAILS <br />TRUSS BOTTOM CHORD — <br />SP2 w/ (12) 10d NAILS TO EA. <br />STUD. INSTALL ON OPPOSITE SIDE <br />IF CONFLICTING w/ HIOA <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 & ff O.C. FIELD NAILING (MIN) <br />TRUSS/JOIST PER PLAN —� <br />31LE TOP PLATE <br />CONT. 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 @ EA TRUSS OR @ 24' O.C. <br />TO STRUCTURAL RIM IF JOISTS ARE USED <br />FLOOR TRUSS/JOIST w/LET-IN ON MASONRY WALL <br />- LSTA12 @ EA TRUSS VERTICAL - BEND @ <br />BOTTOM PLATE <br />- FIELD FRAME 20 KNEE WALL OR PRE-ENG <br />FLOOR TRUSS, STUDS @ 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 />SHEATHING PER PLAN / <br />SP2 w/ (12) 10d NAILS TO EA. STUD. / <br />-FLOOR TRUSS/JOIST TO FRAMED WALL <br />I.ti WITHOUT 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 />JAIL SHEATHING TO BOTTOM <br />'LATE AND BEAM OR <br />BIRDER WITH HORIZONTAL <br />JAILING PER DETAILS <br />oLnm Un FLUUR [RUJJ <br />GIRDER <br />FL82-STORY CONNECTION @ BEAM <br />2x STUDS @ 16" O.C.- <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 />iK NAIL SHEATHING TO BOTTOM <br />PLATE AND BEAM OR <br />TRUSS / JOIST PER PLAN <br />/Z <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 />©oo Fieldstone ''��. <br />.��`�►'"' <br />C.O.A.# 29349 ` <br />3400 AUBURN RD., #200 <br />AUBURN HILLS, MI 48326 <br />(248) 622-4035 <br />BENJAMIN NIESE " <br />P.E.# 86025 ; <br />r� <br />❑ THOMAS A. WEBER, PE <br />Q ATE <br />P.E.# 73242 <br />FLORIDA <br />ODA0E <br />SIGNED <br />till <br />0 <br />N <br />CD <br />r <br />0 <br />U <br />0 <br />0 <br />O <br />0 <br />M <br />C� <br />� <br />o0 <br />41 <br />c7 <br />01-4 <br />O <br />\ <br />00 <br />n�I <br />;-4 <br />O <br />� <br />rs <br />U <br />-14 <br />`Y' <br />1�^ <br />m <br />cis <br />W <br />;mill <br />'—' <br />w <br />N <br />0 <br />r <br />vn <br />s <br />44 <br />v <br />_z <br />V <br />� v <br />40 <br />M <br />N <br />O <br />U <br />w <br />O Q <br />O < i <br />� w � <br />`" 0 <br />a� <br />o � � <br />PRODUCT MANAGER <br />RELEASE <br />DATE: 03 /27 /20 <br />PROJECT TYPE <br />Single Fawdl <br />SPECIFICATION LEVEL <br />Pulte <br />PLAN NAME <br />WHITESTONE <br />NPC CHILD NUMBER <br />2375.500 <br />SHEET <br />CA <br />.3 <br />