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Home My WebLink About150Z m N J\ z) co Qm L w ow w> J Q Q JU wm� o ,n o�Q f Q J U J um U 1- J 6 mQ Z Ll oZ m m Om(L ad m m�Lou L�W Q W U J U1�JQ Z r// mL)1N 0 0 00 0 0 Q Q< U O O / ZZ QQ mfLoo) Lo o) "I w W In U U / „QQ Ntncn Y ml w„ ley �== &Xx mxx N / / _j _j Wmfi!w W J Z > m Q �OOLU Z Q W I, n rZ 0 (n Jaz d LEGEND EDGE OF APA RATED SHEATHING. SEE PLANS FOR THICKNESS. .•....•..•. SUPPORTED PANEL EDGE t DIAPHRAGM BOUNDARY. PROVIDE Bd COMMON WIRE NAILS @ 6'o.c. – – – BRACED WALL LINE BELOW. PROVIDE DIAPHRAGM BOUNDARY FASTENING INTO TOP OF STUD WALL BELOW. ------ ROOF TRUSSES @ 247o.C. UNLESS NOTED OTHERWISE. PROVIDE Bd COMMON WIRE NAILS @ 127o.C. IN THE FIELD OF EACH PANEL INTO FRAMING BELOW. NOTES - USE STAGGERED LAY-UP ORIENTATION AS SHOWN FOR ALL ROOF SHEATHING U KLE55 NOTED OTHERWISE. - PROVIDE CONTINUOUS SUPPORT OF 5HEATHING AT ALL DIAPHRAGM BOUNDARIES. INCLUDING EXTERIOR WALLS t INTERIOR SHEAR WALLS. - ALL 8d COMMON WIRE NAILS TO HAVE MINIMUM 13/8' PENETRATION INTO FRAMING BELOW. ...................1....................y....................Y.................. ..................1....................1....................Y.........,........: :....... F — 1 I r — 1 1 1 1 1 I I 1 1 1 1 1 I 1 1 1 1 1 1 I 1 I 1 1 1 1 I 1 1 1 1 I 1 I 1 I 1 I I 1 I 1 1 1 1 1 1 I 1 1 1 1 I 1 I 1 I 1 I EXTGFIL/1�, Wim.{. , 1 1 1 I I I 1 1 I 1 1 I I I 1 1 I 1 I I I I 1 1 1 I I I I I I 1 I 1 I I I I 1 1 I I 1 I I I 1 1 I 1 I I I I 1 1 I 1 1 I I tLS I I LATERAL LOAD INDICATED ON ROOF FRAMING PLAN. 1 1 1 1 1 I 1 1 1 I I 1 Iw � U 0 U I 1 I I ZI I I I 1 1 � I 1 INTERIORRWALL 1 - _–– _–– —�r� T� _ —�— ..�.. ..�.. ..ti.. ..r... .... ' GENERIC DIAPHRAGM LAYOUT r" - m NO SCALE 3 SIZE t SPACING OF ANCHORS PER SHEAR WALL SCHEDULE. QUANTITY OF CHORD STUDS PER SHEAR WALL PLAN. NAIL STUDS TOGETHER W/ IOd COMMON WIRE NAILS t 8'o c„ TYP. PROVIDE PANEL EDGE FASTENING INTO OUTEQM05T CHORD STUD, TYP. FASTEN BOTH PANEL EDGES TO COMMON FRAMING MEMBER W/ EDGE FASTENING PER SHEAR WALL SCHEDULE, TYP. NAIL SIZE t SPACING @ PANEL EDGES PER SHEAR WALL SCHEDULE, TYP. NAIL SIZE t SPACING @ INTERIOR PANEL SUPPORTS (FIELD) PER SHEAR WALL SCHEDULE, TYP. SHEAR WALL ELEVATION @ NON -REARING INTERIOR WALL 3/8' TYPICAL DIAPHRAGM BOUNDARY FASTENING: Bd COMMON WIRE NAILS @ 6'o c. INTO BLOCKING BETWEEN TRUSSES. PROVIDE BLOCKING @ ALL HORIZONTAL NAIL SIZE t SPACING @PANEL PANEL JOINTS t EDGE FASTENING INTO EDGES PER 5HEAR WALL SCHEDULE. BLOCKING PER SHEAR WALL SCHEDULE. I NAIL SIZE t SPACING @ INTERIOR PANEL SUPPORTS (FILED) PER SHEAR WALL SCHEDULE. — MASONRY MOST WAU BELOW SHEAR WALL. v■>_�a1■■>L�RaR>a,■�Ra,�,■>L�R>aR>a1■�■>�,■� TYPICAL DIAPHRAGM BOUNDARY FASTENING 8d COMMON WIRE NAILS @ 6'o c. INTO BLOCKING BETWEEN TRUSSES. PROVIDE 2x BLOCKING BETWEEN TRUSSES t PANEL EDGE FASTENING INTO BLOCKING PER SHEAR WALL SCHEDULE. PROVIDE PANEL EDGE FASTENING INTO TRUSS ABOVE CHORD STUDS. FASTEN BOTH PANEL EDGES TO COMMON FRAMING MEMBER W/ EDGE FASTENING :AR WALL SCHEDULE, TYP. PANEL EDGE FASTENING TERMOST CHORD STUD, TYP. EXTERIOR 5HEARHALL ELEVATION CHORD STU05: CHORD STUDS ARE MULTIPLE STUDS LOCATED @ ENDS OF SHEAR WALLS. ALL CHORD STUDS ARE THE SAME Sim, SPECIES. t GRADE A5 THE REST OF THE WALL. E t SPACING @ PANEL )ER SHEAR WALL SCHEDULE. BLOCKING @ ALL HORIZONTAL IOINT5 t EDGE FASTENING INTO IG PER SHEAR WALL SCHEDULE. :E t SPACING @ INTERIOR SUPPORTS !FIELD) PER HALL SCHEDULE. �PACING OF BOLTS PER SHEAR WALL SCHEDULE. 8d COMMON WIRE NAILS @ 6'o c. AT DIAPHRAGM BOUNDARY NAILING PANEL EDGES AND @ 12'o c. IN FIELD. 8d COMMON WIRE NAILS @ 6'ot V I I 2x4 LADDER -TYPE FRAMING @ I 24'o c. BETWEEN ROOF TRUSSES: I I ANCHOR TO 5HEAR WALL W/ I I SIMP50N H25 CLIPS (OR EQUAL). I I FASTEN LADDER FRAMING TO I TRUSS CHORD W/ (3) - 16d COMMON WIRE NAILS. 1 I � r WHERE TRUSS OCCU25 DIRECTLY ABOVE i WALL. ANCHIOR BOTTOM CHORD TO TOP 3A i IQ's W/ 51MP50N A34 CLIPS (OR EQUAL) @ T4 24'o c.. STAGGERED EACH 51DE OF TRU55. y SEE SHEAR WALL 5CHEDULE ON SHEET i ST 100 FOR WALL SHEATHING MATERIAL t ATTACHMENT. I I SHEAR WALL DETAIL @ K10KI-RP API KIC. lA Al I FACE NAIL (8) - 16d COMMON WIRE NAILS ACROSS 7-O' LAP 5PLICE IN STUD WALL TOP Id's. UPPER IE JOINT. LAP 5PL I CE DETAIL @ WALL LINES CONTAINING SHEAR WALLS. I' ■ 1.-O' CHORD STUDS @ BOTH ENDS OF 5WA92 WALL. SEE SHEAR WALL PLANS FOR QUANTITY OF STUDS REOUIRED. NAIL STUDS TOGETHER W/ 10d COMMON WIRE NAILS @ 87o.c. SEE HOLDOWN SCHEDULE ON SHEET ST 100 FOR HOLDOWN REQUIRED. ANCHOR HOLDOWN TO CHORD STUDS PER W125. REQUIREMENTS. STUD WALL BOTTOM Ip ANCHOR HOLDOWN W/ THREADED ROD DRILLED t EPDXIED W/ SIMP50N SET EPDXY-TIE ADHESIVE (OR EQUAL) PER MANIFACTURER'S REQUIREMENTS INTO GROUTED PRECAST PLANK CORES. PROVIDE 8' MIN. EMBEDMENT FOR 7/60 t I'0 ROD5: PROVIDE 6' MIN. EMBEDMENT FOR 5/60 RODS. CON C12ETE OR MA50NRY WALL BELOW PRECAST PLANK. HOLDOHN ANCHORAGE DETAIL SHEAR WALL & DIAPHRAGM I I I ROOF TRUSS MFR. TO DESIGN L 'DRAG STRUT' TRUSS FOR tLS I I LATERAL LOAD INDICATED ON ROOF FRAMING PLAN. V I I 2x4 LADDER -TYPE FRAMING @ I 24'o c. BETWEEN ROOF TRUSSES: I I ANCHOR TO 5HEAR WALL W/ I I SIMP50N H25 CLIPS (OR EQUAL). I I FASTEN LADDER FRAMING TO I TRUSS CHORD W/ (3) - 16d COMMON WIRE NAILS. 1 I � r WHERE TRUSS OCCU25 DIRECTLY ABOVE i WALL. ANCHIOR BOTTOM CHORD TO TOP 3A i IQ's W/ 51MP50N A34 CLIPS (OR EQUAL) @ T4 24'o c.. STAGGERED EACH 51DE OF TRU55. y SEE SHEAR WALL 5CHEDULE ON SHEET i ST 100 FOR WALL SHEATHING MATERIAL t ATTACHMENT. I I SHEAR WALL DETAIL @ K10KI-RP API KIC. lA Al I FACE NAIL (8) - 16d COMMON WIRE NAILS ACROSS 7-O' LAP 5PLICE IN STUD WALL TOP Id's. UPPER IE JOINT. LAP 5PL I CE DETAIL @ WALL LINES CONTAINING SHEAR WALLS. I' ■ 1.-O' CHORD STUDS @ BOTH ENDS OF 5WA92 WALL. SEE SHEAR WALL PLANS FOR QUANTITY OF STUDS REOUIRED. NAIL STUDS TOGETHER W/ 10d COMMON WIRE NAILS @ 87o.c. SEE HOLDOWN SCHEDULE ON SHEET ST 100 FOR HOLDOWN REQUIRED. ANCHOR HOLDOWN TO CHORD STUDS PER W125. REQUIREMENTS. STUD WALL BOTTOM Ip ANCHOR HOLDOWN W/ THREADED ROD DRILLED t EPDXIED W/ SIMP50N SET EPDXY-TIE ADHESIVE (OR EQUAL) PER MANIFACTURER'S REQUIREMENTS INTO GROUTED PRECAST PLANK CORES. PROVIDE 8' MIN. EMBEDMENT FOR 7/60 t I'0 ROD5: PROVIDE 6' MIN. EMBEDMENT FOR 5/60 RODS. CON C12ETE OR MA50NRY WALL BELOW PRECAST PLANK. HOLDOHN ANCHORAGE DETAIL SHEAR WALL & DIAPHRAGM Architecture 1414 UNDERWOOD AVE. WAUWATOSA, WI 53213 4 1 4. 4 3 1. 3 1 3 1 T E L 414.431 .0531 FAX W W W. A 6 A R C H. C O M A r c h i t e c t u r e E n g i n e e r i n g P l a n n i n g MJR 01 AUG 2011 071101 DETAILS ST406 cd C tLS �U L � m � U 0 U � Q) o � Architecture 1414 UNDERWOOD AVE. WAUWATOSA, WI 53213 4 1 4. 4 3 1. 3 1 3 1 T E L 414.431 .0531 FAX W W W. A 6 A R C H. C O M A r c h i t e c t u r e E n g i n e e r i n g P l a n n i n g MJR 01 AUG 2011 071101 DETAILS ST406 �U m � 0 U � Q) s � U Architecture 1414 UNDERWOOD AVE. WAUWATOSA, WI 53213 4 1 4. 4 3 1. 3 1 3 1 T E L 414.431 .0531 FAX W W W. A 6 A R C H. C O M A r c h i t e c t u r e E n g i n e e r i n g P l a n n i n g MJR 01 AUG 2011 071101 DETAILS ST406