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- TYPICAL ROOF DECK SHEATHING. SEE TABLE 2 WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1 TRUSS OR RAFTER TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1'/,." IN TRUSS (NOTE: IF META12 OR HTA16-18 IS IMPROPERLY INSTALLED, ATTACH TRUSS TO BOND BEAM W/ HTSM20 . OR HTWIVI20) 2x NO 2 SYP BLOCKING TO FIT TIGHT BETWEEN TRUSSES, (3)10d TOE -NAIL @ EACH END, BLOCKING MAY BE OMITTED FOR HEEL HEIGHTS < 9" 3/4" BETWEEN TOP OF WOOD PANEL AND CENTER OF FASTENERS. MIN 1%2" EXPOSURE 1 PLYWOOD RIM @ RAISED HEEL TRUSSES INSTALLED WITH LONG DIMENSION PERPENDICULAR TO TRUSS END VERTICALS, ATTACH TO TRUSSES AND BLOCKING W/ 10d @ 3" O.C. FOR MISLOCATIO FASTEN 2x6 NO. 2 TO TRUSS W/ MIN FOR MISLOCATIO INSTALL NEW MAE STRAP TO INSIDE (1) #4 OR #5 BAR AT CORNERS WITH MIN, 25" LAP #5 CONT PROPERLY WIND LOAD RATED SOFFIT MOISTURE MATERIAL CONTINUOUS @ PERIMETER. BARRIER BY SEE DESIGN CRITERIA AND LOADS: C&C TRUSS TO TOP PLATE MOISTURE BARRIER - C OTHERS DESIGN PRESSURES ON SHEET ST-1. 1 W/ H2.5T OR RT7AT, BETWEEN MASONRY AND — �-- OR SDWC15600 PROPERLY WIND LOAD RATED I TRUSS OR RAFTER TO BOND BEAM W/ NON -PT LUMBER BY OTHERS SOFFI - MATERIAL (i) COURSE- UNO ON PLAN META12 OR HTA16-18 W/ MIN (7) 10d x CONTINUOUS @ PERIMETER. CMU BOND I lMo" IN TRUSS (NOTE: IF META12 OR CMU BOND BEAM VERT. REINFORCING T I SEE TABLE 1: COMPONENT BEAM W/ #5 HTA16-18 IS IMPROPERLY INSTALLED, POURED CELL w #5 BAR CONT HAVE 10" STANDARD I AND C'_ADDING DESIGN CONTINUOUS ATTACH TRUSS TO BOND BEAM W/ FROM BEAM TO FOOTING HOOK INTO BOND BEAM I PRESSURES ON SHEET ST-1 I = HTSM20 OR HTWM20) . EVERY OTHER STUD TOTOP PLATE - (1)COURSE CMU BOND ' - I MISLOCATED TRUSS ANCHORS BOND BEAM REINFORCING STEP DOWN TIE -BEAM W/ SP2 OR SPT24 OR SDWC15600 = BEAM Al/ #5 CONTINUOUS BLOCKING NOT SHOWN FOR CLARITY AT CORNERS MAX 32" O.C. I - I • EVERY KING STUD TO TOP PLATE W/ SP2 OR SPT24 OR SDWC15600 I. WALL SECTION AT ROOF (COMMON HEEL CONDITION) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) • EVERY OTHER STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 • EVERY KING STUD TO BOTTOM PLATE W/ SP1 OR SPT22 OR SDWC15450 2x_ NO. SPF OR BETTER @ MAX 16" O.C. '/2" THREADED ROD ANCHOR W/ MIN 4" EMBED W/ NUT & WASHER IN SIMPSON ACRYLIC -TIE OR EQUIVALENT ADHESIVE @ MAX 48" O.C. OR W WEDGE BOLT W/ MIN 4'/2" EMBED W/ WASHER @ MAX 48" O.C. BOTTOM PLATE ANCHOR NOTES 'EACH SILL PLATE SHALL HAVE A MIN. OF (2) BOTTOM PLATE ANCHORS. • INSTALL ANCHORS WITHIN 12" OF EACH END OF SEGMENT (BUTT JOINTS). INTERIOR LOAD BEARING WALL 8" PARTIALLY GROUTED EXTERIOR CMU WALL W/ VERT CAL WALL REINFORCING PER STRUCTURAL PLAN, SHEEF ST-3 OR Sl -2A (IF APPLICABLE) PROVIDE DOWELS TO MATCH VERTICAL WALL REINFORCING W/ MIN 25" LAP (IF DOWEL IS OMITTED OR IMPROPERLY INSTALLED, DRILL AND EPDXY DOWEL OF EQUA'_ SIZE W/ MIN. 6" EMBEDMENT IN MONOLITHIC, 12" EMBEDMENT IN MASONRY) �//x EXTERIOR WALL TYPICAL WALL SECTION AT FOUNDATION (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) WALL SECTION AT ROOF (RAISED HEEL CONDITION) THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS ALTERNATE WALL SECTIONS & TYPICAL DETAILS GENERAL NOTES APPLICABLE TO ALL- 1 ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO. 2 SYP FASTENED W/ (2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM (20)10d IN LAP ADJUST TYPICAL NAIL SPACING AS NEEDED 2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x NO 2 SYP PT. 3 ALL INTERIOR BOTTOM PLATES ARE TO BE 2x NO 2 SYP PT. 4. ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN. 5. FOR SHEATHING SIZE AND FASTENING REFER TO TABLE 2 WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1. 6. FOR EXTERIOR WALL STUD SIZE AND SPACING. REFER TO TABLE 3: MAXIMUM EXTERIOR WALL STUD SIZES ON SHEET ST-1. 7. FOR EXTERIOR CMU WALL VERTICAL WALL REINFORCING.. REFER TO DOWEL PLACEMENT PLAN ON SHEET ST-2A 8 FOUNDATION INFORMATION ON THIS PAGE IS FOR GRAPHICAL DEPICTION ONLY. REFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION. 9. WALL SECTION AT FOUNDATION AND WALL SECTION AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. —_-_ DI ST FRO10 DOOR JAMB A.11N SCRE'0J DIST. FROM DOOR JAMB MIN. SCREW WiNDOVJ TO 3LOCK LENGTH / WINDOW TO BLOCK LENGTH --- ---- PER MANUF. 3" 5" — 31/4" — 3 7/16 ' 51, 1 �/� 11517 33/a 33j4, 6„ "4 33/4.. I -- TITEN OR TAPCONS SCREWS SEE TABLE % ABOVE F-��R LENGTH. % • (2) ROWS '/" DIA @ 30" O.0 STAGGERED i (2) ROWS ; " DIA. r 24" O.0 STAGGERED �— DOOR JAMB OR WINDOW ATTACH TO / 1x-PER MANUFACTURER'S DETAILS i DISTANCE FROM BLOCK TO DOOR JAMB OR WINDOW, SEE TABLE ABOVE iSHIM AS NEEDED TO f \ PLUMB JAMB DO NOT EXCEED '/.,") 1x_ PT NAILER BUILT UP 2x ATTACHED TO MASONRY. (1) PLY L IIII. 1x_OR�6' OSB MATERIAL MAYATTACH TO WALL �- DRYWALL 'A/ALL - - 8" CMU TYPICAL DOOR/WINDOW JAMB TO BLOCK (TYPICAL FOR ALL MASONRY OPENINGS. UNO) rl- oI U. O 01 Z APEX Ol U) U cl)i w Z U m W 1I W z Z tds -6 W N ¢ true design studios (D 0 O ILL 9000 REGENCY SQUARE BLVD. 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