Laserfiche WebLink
DocuSign Envelope ID: C2803EAD-E1B9-4C48-9F23-DE5967B7BABD <br />*11 <br />TRUSS TO TOP PLATE <br />W/ H2.5T OR RT7AT <br />OR SDWC15600, UNO MOISTURE BARRIER <br />ON PLAN BETWEEN MASONRY AND <br />NON -PT LUMBER BY OTHERS <br />I <br />VERT. REINFORCING TO <br />HAVE 10" STANDARD <br />HOOK INTO BOND BEAM <br />I <br />• EVERY OTHER STUD TO TOP PLATE <br />W/ SP2 OR SPT24 OR SDWC15600 - <br />MAX 32" O.C. <br />• EVERY KING STUD TO TOP PLATE <br />W/ SP2 OR SPT24 OR SDWC15600 <br />TYPICAL ROOF DECK <br />SHEATHING. SEE TABLE 2: <br />WOOD STRUCTURAL PANEL <br />SHEATHING REQUIREMENTS <br />ON SHEET ST-1 <br />TRUSS OR RAFTER TO BOND <br />BEAM W/ META12 OR <br />HTA16-18 W/ MIN (7) 10d x 1'/z" <br />IN TRUSS (NOTE: IF META12 <br />OR HTA16-18 IS IMPROPERLY <br />INSTALLED, ATTACH TRUSS <br />TO BOND BEAM W/ HTSM20 <br />OR HTWM20) <br />FASCIA (SEE MOISTE BARRI <br />ARCHITECTURAL) gARRIE <br />OTHER <br />PROPERLY WIND LOAD RATED <br />SOFFIT MATERIAL (1) COL <br />CONTINUOUS @ PERIMETER. CMU B, <br />SEE TABLE 1: COMPONENT BEAM <br />AND CLADDING DESIGN CONTII <br />PRESSURES ON SHEET STA <br />(1) COURSE CMU BOND <br />BEAM W/ #5 CONTINUOUS <br />WALL SECTION AT ROOF (COMMON HEEL CONDITION) <br />(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) <br />• EVERY OTHER STUD TO BOTTOM <br />PLATE W/ SP1 OR SPT22 OR SDWC15450 <br />• EVERY KING STUD TO BOTTOM PLATE <br />W/ SP1 OR SPT22 OR SDWC15450 <br />2x_ NO. SPF OR BETTER @ MAX 16" O.C. <br />8" PARTIALLY GROUTED <br />EXTERIOR CMU WALL W/ <br />VERTICAL WALL REINFORCING <br />PER STRUCTURAL PLAN, <br />SHEET ST-3 <br />OR ST-2A (IF APPLICABLE) <br />TBOTTOM PLT ANCHOR <br />/2' THREADED ROD ANCHOR W/ MIN 4" ¢ I I PROVIDE DOWELS TO MATCH <br />EMBED W/ NUT & WASHER IN SIMPSON I I VERTICAL WALL <br />ACRYLIC -TIE OR EQUIVALENT z REINFORCING W/ MIN 30" LAP <br />ADHESIVE @ MAX 48" O.C. (IF DOWEL IS OMITTED OR <br />OR I I IMPROPERLY INSTALLED, <br />DRILL AND EPDXY DOWEL OF <br />'/z" WEDGE BOLT W/ MIN 4%" EMBED W/ I EQUAL SIZE W/ MIN. 6" <br />WASHER @ MAX 48" O.C. I I EMBEDMENT IN MONOLITHIC, <br />12" EMBEDMENT IN <br />MASONRY) <br />° <br />° d 7 <br />T\\\\\ <br />J <br />BOTTOM PLATE ANCHOR NOTES <br />EACH SILL PLATE SHALL HAVE A MIN. <br />OF (2) BOTTOM PLATE ANCHORS. <br />INSTALL ANCHORS WITHIN 12" OF EACH <br />END OF SEGMENT (BUTT JOINTS). <br />INTERIOR LOAD BEARING WALL EXTERIOR WALL <br />TYPICAL WALL SECTION AT FOUNDATION <br />(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) <br />2x NO 2 SYP BLOCKING TO FIT TIGHT <br />BETWEEN TRUSSES, (3)10d TOE -NAIL @ <br />EACH END, BLOCKING MAY BE OMITTED <br />FOR HEEL HEIGHTS < 9" <br />3/4" BETWEEN TOP OF WOOD PANEL <br />AND CENTER OF FASTENERS. <br />MIN 19/32' EXPOSURE 1 PLYWOOD RIM @ RAISED <br />HEEL TRUSSES INSTALLED WITH LONG <br />DIMENSION PERPENDICULAR TO TRUSS END <br />VERTICALS, ATTACH TO TRUSSES AND <br />BLOCKING W/ 10d @ 3" O.C. <br />FASCIA (SEE ARCHITECTURAL) <br />PROPERLY WIND LOAD RATED SOFFIT <br />MATERIAL CONTINUOUS @ PERIMETER. <br />SEE DESIGN CRITERIA AND LOADS: C&C <br />DESIGN PRESSURES ON SHEET ST-1. <br />TRUSS OR RAFTER TO BOND BEAM W/ <br />META12 OR HTA16-18 W/ MIN (7) 10d x <br />1'/2' IN TRUSS (NOTE: IF META12 OR <br />HTA16-18 IS IMPROPERLY INSTALLED, <br />ATTACH TRUSS TO BOND BEAM W/ <br />HTSM20 OR HTWM20) <br />WALL SECTION AT ROOF (RAISED HEEL CONDITION) <br />THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS <br />GENERAL NOTES APPLICABLE TO ALL <br />FOR MISLOCATIO <br />FASTEN 2x6 NO. 2 <br />TO TRUSS W/ MIN ( <br />FOR MISLOCATIO <br />INSTALL NEW MAE <br />STRAP TO INSIDE <br />MISLOCATED TRUSS ANCHORS <br />BLOCKING NOT SHOWN FOR CLARITY <br />(CORNERS <br />CMU BOND BEAM <br />BOND BEAM REINFORCING <br />AT CORNERS <br />ALTERNATE WALL SECTIONS & TYPICAL DETAILS <br />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 <br />(20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. <br />2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT. <br />3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x NO 2 SYP PT. <br />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. <br />5. FOR SHEATHING SIZE AND FASTENING REFER TO TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1. <br />6. FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TO TABLE 3: MAXIMUM EXTERIOR WALL STUD SIZES ON SHEET ST-1. <br />7. FOR EXTERIOR CMU WALL VERTICAL WALL REINFORCING, REFER TO DOWEL PLACEMENT PLAN ON SHEET ST-2A <br />8. FOUNDATION INFORMATION ON THIS PAGE IS FOR GRAPHICAL DEPICTION ONLY. REFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION. <br />9. WALL SECTION AT FOUNDATION AND WALL SECTION AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS. <br />U <br />6 <br />a <br />STEP DOWN TIE —BEAM <br />DIST. FROM DOORJAMB <br />MIN. SCREW <br />DIST. FROM DOORJAMB <br />MIN. SCREW <br />/ WINDOW TO BLOCK <br />LENGTH <br />/ WINDOW TO BLOCK <br />LENGTH <br />OR 1%4" <br />PER MANUF. <br />3" <br />5" <br />11/2' <br />3%4" <br />37/16 <br />5„ <br />111116 <br />15/6 <br />33/4, <br />3 341 <br />6" <br />2 %4" <br />33/4' <br />TITEN OR TAPCONS SCREWS SEE TABLE <br />ABOVE FOR LENGTH: <br />• (2) ROWS'/a' DIA. @ 30" O.C. STAGGERED <br />• (2) ROWS %6" DIA. @ 24" O.C. STAGGERED <br />DOORJAMB OR WINDOW ATTACH TO <br />1x_ PER MANUFACTURER'S DETAILS <br />DISTANCE FROM BLOCK TO DOOR <br />JAMB OR WINDOW, SEE TABLE <br />o <br />ABOVE (SHIM AS NEEDED TO <br />PLUMB JAMB, DO NOT EXCEED 'W-) <br />1x_ PT NAILER <br />BUILT UP 2x ATTACHED TO MASONRY, (1) PLY <br />1x_0R�6 OS MATERIAL MAY ATTACH TO WALL <br />DRYWALL <br />8" CMU WALL <br />TYPICAL DOORMINDOW JAMB TO BLOCK <br />(TYPICAL FOR ALL MASONRY OPENINGS, UNO) <br />O <br />O <br />APEX <br />N <br />O <br />O <br />O <br />CV <br />N <br />M <br />J <br />IL <br />tdb <br />LU <br />5; true design studlos <br />z <br />O <br />Y 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />O <br />O <br />T_ <br />W���o��o�����eo����o��������o�m��� <br />H <br />U) <br />11HOMON" <br />> <br />1 2 a <br />w <br />¢ <br />0 <br />L7 <br />U <br />z <br />W <br />W <br />Of <br />O <br />O <br />O <br />O <br />ti z <br />ti <br />O 0 w <br />z W <br />LL1 <br />U) U) <br />U) A' <br />W z <br />z LL z w <br />m <br />J O c� <br />w <br />w � Q <br />w z O <br />z > Q <br />w m w w <br />0 V w w <br />O <br />J <br />ILL. LL <br />77 <br />do a <br />%,. in s <br />h r ; <br />O <br />; .. <br />U <br />¢ <br />Abbott Park <br />O <br />J <br />ILL. LOT 032-03 <br />U <br />z <br />} <br />OPROJECT NO: <br />J O2021.009227 <br />DRAWN: <br />U CD <br />W CHKD: <br />~ MJP <br />X <br />w <br />a <br />X ,``��rrtrii►►►►►►�i <br />¢ �. �S (IN LqN��.,�. <br />p No 85166 <br />LU + ,*.: DocuSigned by: : ,* <br />Z a s... <br />O i Y •• H 1 tDAbFr435...•; Q, <br />' lJ 1� ,► <br />LLI �,n' .c� P, ••��� <br />z "411 `p N A ; ON <br />W ►�rrr <br />D <br />O 07-29-2021 <br />U REVISIONS: <br />U_ <br />¢ No. Description Date <br />U) <br />} <br />CD <br />O <br />J <br />O <br />z <br />U <br />w <br />I— <br />X <br />w ST=5 <br />0- <br />E <br />>N <br />0 <br />r <br />P <br />z <br />0 <br />w <br />I— <br />z <br />E <br />a_ <br />ILL <br />W <br />J <br />U <br />co <br />0 <br />w <br />z <br />(9 <br />U) <br />w <br />0 <br />ILL <br />O <br />0 <br />O <br />Lr) <br />U) <br />w <br />J <br />U <br />U) <br />U) <br />z_ <br />¢ <br />0 <br />z <br />0 <br />w <br />w <br />LLI <br />J <br />¢ <br />U <br />U) <br />O <br />z <br />O <br />0 <br />CMU/METAL CONNECTOR ENGINEERING <br />