Laserfiche WebLink
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 TILE ROOF PER SPEC) <br />— TRUSS STRAP PER STRUCT, DETAILS <br />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 />F OF FLOOR <br />FER TO ELEV) <br />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 />OdL a'-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) <br />1/4'X2 3/4' TAPCONS TO SLAB <br />OIL al —a" <br />2x THRUST BLOCK W/ (3) <br />1/4'X2 3/4' TAPCONS TO SLAB <br />0'-0" <br />TVDIP'AI CTAID nCTAII e <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 0 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 0 6" O.C. STAGGERED <br />2X LEDGER ATTACHED TD (2)2X8 HEADER - <br />W/ 10d NAILS ® 6" O.C. STAGGERED <br />STRINGERS TOE NAILED TD <br />2X LEDGER W/ (4) 10d <br />NAILS- <br />CLG. JOIST 0 16' O.C. <br />CLG. JOIST 0 16' O.C. <br />SECOND FLOOR <br />ELEV. PER PLANS <br />ELEV, PER PLANS <br />STAIR LANDING <br />ELEV. & SIZE PER <br />ARCH. PLANS <br />2x6 LEDGER SUPPORTED BY ONE OF THE <br />FOLLOWING STRUCTURAL SUPPORTS: <br />0. KNEE WALL BELOW (JUST HANGERS <br />NOT REQUIRED) <br />h. (3) 16d NAILS INTO EACH STUD <br />(16' O-C- MAX) <br />c. (2) Y' x 2 Y CONCRETE SCREW <br />012' O.C. TO MASONRY <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 0 16' O.C. TO <br />HEADER w/LUS26 JOIST HANGERS w/(4) <br />IOd TO JOIST & (6) 1Od TO LEDGER <br />iASPABLE L1/2' MI <br />4NDRAIL; 1 <br />'4" MIN TO <br />-1/2' MAX <br />ANETER <br />HANG AL BRACKETS TO BE <br />CONNECTED TO FRAMING PER MANUF. <br />RECOMMENDATIONS <br />I I/2' MIN <br />�cF <br />'FS <br />RETURN HANDRAIL <br />INTO 1X BACKER BD. <br />GREATEST VARIANCE BETWEEN LARGEST TREAD AND SMALLEST TREAD FLAN <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 />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. 0 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" <br />STRUCTURAL SHEATHING CONTINUOUS THROUGH <br />FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT <br />DIAG. REQ. 0 BLOCKING. NAIL w/ (2) 10d NAILS <br />0 E.E. <br />FIELD FRAME 24 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 CONTINQUS BAR <br />GROUT SOLID <br />8' CMU WALL OR POURED GONG. WALL, SEE <br />PLAN FOR VERT REINF. <br />LOOR 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 />TAIL SHEATHING TO BOTTOM <br />'LATE AND BEAM OR <br />>IRDER WTH HORIZONTAL <br />IAILING PER DETAILS <br />D AM VI\ I LVVh IIIVJJ <br />GIRDER <br />LV <br />r�2-STORY CONNECTION @ BEAM <br />1 <br />2x STUDS @ 16" <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 UEU OF <br />CONTINUOUS SHEATHING <br />NAIL SHEATHING TO BOTTOM <br />TRUSS / JOIST PER PLAN <br />PLATE AND BEAM OR <br />GIRDER NTH 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 CONNECTION <br />BEAM <br />FL9 <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 0 24" O.C. <br />TO STRUCTURAL RIM IF JOISTS ARE USED <br />STRUCTURAL SHEATHING CONTINUOUS THROUGH <br />FLOOR CONECT OIN, SEE PLAN FOR ATTACHMENT <br />NAIUNG PER DETAILS <br />(4) 16d NAILS <br />RIBBON TO EA. TRUSS <br />Bd 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 w/LET-IN ON MASONRY WALL <br />�,,,,{III►<<, <br />ono Fieldstone <br />C.O.A# ARCHITECTURE: ,� v <br />AA26002802 ,. <br />C.O.A.# ENGINEERING: 0• <br />29349 <br />■ BENJAMIN NIESE, PE <br />P.E.# 86025 5 <br />❑ IAN MCCULLOUGH, PE I' STATE OF <br />P.E.# 80956 ��� ' •, BYO `��� <br />08/26/2021 NA'L <br />DATE SIGNED '��1 <br />O <br />/ <br />i <br />—I <br />00 <br />O <br />0 <br />VJ <br />O <br />1Li <br />Am <br />Q1 <br />W <br />W <br />V <br />� <br />r-' <br />r <br />i-! <br />cd <br />,?lirNJ <br />0 <br />~ <br />w <br />b� <br />.O <br />N <br />as <br />PRODUCT MANAGER <br />RELEASE <br />DATE: XX XX XXXX <br />PE D,TUDESCRPTION <br />PROJECT TYPE I <br />Sinele Family <br />SPECIFICATION LEVEL <br />PWte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NE <br />UMBER <br />SHEET <br />S4*3 <br />