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STRUCTURAL SHEATHING. - <br />REFER TO STRUCTURAL SHEE' <br />FOR NAILING & OTHER REQ. <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 />TOP OF FLOOR <br />(REFER 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 />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) <br />1/4-X2 3/4' TAPCONS TO SLAB <br />OIL OI-OII <br />2x THRUST BLOCK W/ (3) <br />1/4'X2 3/4' TAPCONS TO SLAB <br />OL 0'-0" <br />TYPICAL STAIR DETAIL <br />(2)2x8 HEADER ATTACHED TO FLOOR JOIST <br />W/ 10d NAILS ® 6' Ot. 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 />i717VR urenra ATTerurn Tn Flnrw InmT <br />CLG. JOIST 0 16' O.C. <br />SECOND FLOOR <br />ELEV. PER PLANS <br />STAIR LANDING <br />ELEV. & SIZE PER <br />ARCH. PLANS <br />26 LEDGER SUPPORTED BY ONE OF THE <br />FOLLOWING STRUCTURAL SUPPORTS: <br />a. KNEE WALL BELOW (JOIST HANGERS <br />NOT REQUIRED) <br />6. (3) 16d NAILS INTO EACH STUD <br />(16" O.C- MAX) <br />c. (2) y' x 2 Y CONCRETE SCREW <br />0127 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 0 6" D.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) IN TD LEDGER <br />iASPABLE <br />NNDRAIL; 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 />—4- ,I sEnM <br />3/4' - 1 1/4" NOSING <br />1 1/2 MIN <br />RETURN HANDRAIL <br />INTO 1X BACKER BO. <br />GREATEST VARIANCE BETWEEN LARGEST TREAD AND SMALLEST TREAD PLAN <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 @ 161C. <br />23/32' FLOOR SHEATHING NAILED w/8d NAILS 6" <br />O.C. @ EDGES & 12" O.C. HELD NAIUNG (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 />METAI6 ANCHOR @ 24' O.C. <br />STRUCTURAL SHEATHING CONTINUOUS THROUGH <br />FLOOR CONECTIOIN, SEE PLAN FOR ATTACHMENT <br />DIAG. REQ. g BLOCKING. NAIL w/ (2) 10d NAILS <br />@ E.E. <br />FIELD FRAME 2x4 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 CONTINOUS BAR <br />GROUT SOLID <br />8" CMU WALL OR POURED CONIC, 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 />JAIL SHEATHING TO BOTTOM <br />'LATE AND BEAM OR <br />zRDER WITH HORIZONTAL <br />IAILING PER DETAILS <br />ULMWI VI\ I LVVI\ II\VJJ <br />GIRDER <br />r��2-STORY CONNECTION @ BEAM <br />1 LU <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 ORGIRDER <br />WITH HORIZONTAL <br />/x <br />SHEATHING PER PLAN:jz <br />NAIUNG 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 />2x STUDS, SEE PLAN FOR SPACING AND <br />STRAPPING REQUIREMENTS <br />CONT. 2x PLATE w/2-16d NAILS @ EA. JOIST - <br />23/32" FLOOR SHEATHING NAILED w/8d NAILS 6' <br />O.C. @ EDGES & 12" O.C. FIELD NAILING (MIN) <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 />STRUCTURAL SHEATHING CONTINUOUS THROUGH <br />FLOOR CONECTIOIN, 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 />B" KNOCKOUT BLOCK w/#5 CONTINOUS BAR <br />GROUT SOLD <br />B" CMU WALL, SEE PLAN FOR VERT REINF. <br />LOOK TRUSS/JOIST w/LET-IN ON MASONRY WALL <br />6 <br />CP Fieldstone <br />•' t„t , tr i <br />C.O.A# ARCHITECTURE: •' i <br />AA26002802 <br />N C.O.A.# ENGINEERING: <br />CD 29349 * }� <br />N BENJAMIN NIESE, PE <br />P.E.# 86025 <br />❑ IAN P.E.# 80956 <br />LOUGH, PE �� �ttOF <br />f P <br />0 08/23/2021 AL <br />J DATE SIGNED �f ttt lilt* ltt� <br />rz <br />O <br />O <br />O <br />M <br />cn <br />-1 <br />oo <br />M <br />O <br />O <br />O <br />00 <br />in <br />!� <br />�8 <br />a1 <br />4� <br />"rN <br />oN <br />c l <br />V� <br />M <br />ft <br />rl:$ <br />bA <br />V' <br />N <br />� <br />PRODUCT MANAGER <br />IRELEASE I <br />DATE: XX /XX /XXXX <br />PROJECT TYPE <br />Single Fanidy _j <br />SPECIFICATION LEVEL <br />PWte <br />PLAN NAME <br />Whitestone <br />NPC CHILD NUMBER <br />2117.501 <br />SHEET <br />SO <br />