Laserfiche WebLink
DocuSign Envelope ID: BA90027F-306F-48B1-A537-1 FF164EA6312 <br />U <br />TYPICAL ROOF DECK <br />SHEATHING. SEE TABLE 2. <br />2x NO 2 SYP BLOCKING TO FIT TIGHT <br />WOOD STRUCTURAL PANEL <br />BETWEEN TRUSSES, (3)10d TOE -NAIL @ <br />> <br />SHEATHING REQUIREMENTS <br />EACH END, BLOCKING MAY BE OMITTED <br />ON SHEET ST-1. <br />FOR HEEL HEIGHTS < 9" <br />— — — — — — — <br />— <br />N <br />TRUSS OR RAFTER TO BOND <br />3/4" BETWEEN TOP OF WOOD PANEL <br />FOR MISLOCATION 18 <X<1 YZ_ <br />FASTEN 2x6 NO. 2 SYP SHIM <br />#5 CONT. <br />BEAM W/ META12 OR <br />w v I AND CENTER OF FASTENERS. <br />TO TRUSS W/ MIN (10) 10d <br />HTA16-18 W/ MIN (7) 10d x 1'/2' <br />w <br />(1) <br />#5 BAR CONT. <br />IN TRUSS (NOTE: IF META12 <br />0 g MIN 1%2' EXPOSURE 1 PLYWOOD RIM @ RAISED <br />FOR MISLOCATION 1' " <X <br />OR HTA16-18 IS IMPROPERLY <br />w HEEL TRUSSES INSTALLED WITH LONG <br />INSTALL NEW MASONRY TWIST <br />INSTALLED, ATTACH TRUSS <br />DIMENSION PERPENDICULAR TO TRUSS END <br />STRAP TO INSIDE F CE <br />•' <br />TO BOND BEAM W/ HTSM20 <br />• <br />VERTICALS, ATTACH TO TRUSSES AND <br />t - <br />(1) #4 OR #5 BAR AT CORNERS <br />OR HTWM20) <br />BLOCKING W/ 10d @ 3" O.C. <br />• . • N <br />WITH MIN. 25" LAP <br />z <br />— — — <br />#5 CONT. <br />TRUSS TO TOP PLATE <br />SS <br />PROPERLY WIND LOAD RATED SOFFIT <br />I <br />W/ OR RT7AT <br />MOISTURE MATERIAL CONTINUOUS @ PERIMETER. <br />•• <br />BARRIER BY SEE DESIGN CRITERIA AND LOADS: C&C <br />D <br />OR SDWC15600, UNO MOISTURE BARRIER <br />C <br />OTHERS DESIGN PRESSURES ON SHEET ST-1. <br />o <br />ON PLAN BETWEEN MASONRY AND <br />� PROPERLY WIND LOAD RATED <br />I TRUSS OR RAFTER TO BOND BEAM W/ <br />� <br />v o v <br />NON -PT LUMBER BY OTHERS <br />_ SOFFIT MATERIAL <br />I <br />(1) COURSE META12 OR HTA16-18 W/ MIN (7) 10d x <br />I <br />VERT. REINFORCING TO <br />CONTINUOUS @ PERIMETER. <br />CMU BOND 1'/i' IN TRUSS (NOTE: IF META12 OR <br />8" CMU BOND BEAM <br />HAVE 10" STANDARD <br />SEE TABLE 1: COMPONENT <br />BEAM W/ #5 HTA16-18 IS IMPROPERLY INSTALLED, <br />POURED CELL w #5 BAR CONT. <br />HOOK INTO BOND BEAM <br />I AND CLADDING DESIGN <br />CONTINUOUS I ATTACH TRUSS TO BOND BEAM W/ <br />FROM BEAM TO FOOTING <br />PRESSURES ON SHEET ST-1. <br />I HTSM20 OR HTWM20) <br />(1)COURSE CMU BOND <br />MISLOCATED TRUSS ANCHORS BOND <br />BEAM REINFORCING <br />STEP DOWN TIE -BEAM <br />• EVERY OTHER STUD TO TOP PLATE <br />W/ SP2 OR SPT24 OR SDWC15600 - <br />BEAM W/ #5 CONTINUOUS <br />BLOCKING NOT SHOWN FOR CLARITY <br />AT CORNERS <br />MAX 32"O.C. <br />• EVERY KING STUD TO TOP PLATE <br />I -_ <br />W/ SP2 OR SPT24 OR SDWC15600 <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 />8" PARTIALLY GROUTED <br />EXTERIOR CMU WALL W/ <br />VERTICAL WALL REINFORCING <br />2x_ NO. SPF OR BETTER @ MAX 16" O.C. <br />I I <br />PER STRUCTURAL PLAN, <br />SHEET ST-3 <br />OR ST-2A (IF APPLICABLE) <br />BOTTOM PLT ANCHOR <br />W THREADED ROD ANCHOR W/ MIN 4" g PROVIDE DOWELS TO MATCH <br />EMBED W/ NUT & WASHER IN SIMPSON N I I VERTICAL WALL <br />ACRYLIC -TIE OR EQUIVALENT z REINFORCING W/ MIN 25" 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 />'/i' WEDGE BOLT W/ MIN 4'/z' EMBED W/ EQUAL SIZE W/ MIN. 6" <br />WASHER @ MAX 48" O.C. I I EMBEDMENT IN MONOLITHIC, <br />12" EMBEDMENT IN <br />° d MASONRY) <br />U 4 4 04 77 4 <br />� BOTTOM PLATE ANCHOR NOTES �• • n x\ <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). ���\��� j\� j/��� <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 />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 />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 T9 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 />t <br />DIST. FROM DOOR JAMB <br />/ WINDOW TO BLOCK <br />MIN. SCREW <br />LENGTH <br />DIST. FROM DOOR JAMB <br />/ WINDOW TO BLOCK <br />MIN. SCREW <br />LENGTH <br />34" OR 1%4" <br />PER MANUF. <br />3" <br />5" <br />11/2' <br />3%4' <br />37 6 <br />51. <br />115/16 <br />33/4 , <br />3 3/4, <br />6 , <br />2 %4' <br />33/a" <br />TYPICAL DOORMINDOW JAMB TO BLOCK <br />(TYPICAL FOR ALL MASONRY OPENINGS, UNO) <br />O <br />O <br />N <br />u7 <br />N <br />O <br />4 <br />O <br />O <br />N <br />N <br />M <br />J <br />ILL. <br />W <br />J <br />J <br />z <br />0 <br />U <br />O <br />O <br />w <br />H_ <br />Z) <br />U) <br />0 <br />J <br />m <br />w <br />U <br />W <br />0 <br />W <br />O <br />O <br />O <br />O <br />ti <br />ICT <br />u7 <br />I` <br />z <br />07 <br />U) <br />W <br />z <br />co� <br />w <br />w <br />z <br />z <br />W <br />O <br />J <br />ILL <br />z <br />O <br />O <br />U <br />O <br />_J <br />LL <br />U <br />z <br />(D <br />O <br />J <br />O <br />U <br />w <br />x <br />w <br />a <br />m <br />w <br />O <br />Q <br />O <br />H <br />i= <br />U <br />U_ <br />G7 <br />O <br />J <br />O <br />z <br />U <br />w <br />x <br />w <br />CL <br />t d <br />true designs studios � <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />PVIA <br />o <br />I.. <br />mW <br />W <br />_ <br />Z <br />J <br />p <br />U) <br />V <br />Q <br />O <br />> <br />< <br />0 <br />W <br />W <br />LU <br />W <br />Ww <br />x <br />a <br />LL <br />z <br />O <br />w <br />I­_ <br />w <br />a <br />w <br />w <br />Abbott Park Q <br />U <br />LOT 008-02 p <br />w <br />z <br />(D <br />PROJECT NO: w <br />2020.004112 0 <br />ILL. <br />DRAWN:. - O <br />KG o <br />O <br />CHKD: U') <br />EAF co <br />w <br />J <br />`���►►►►Itttt�r�� U <br />B ti!Uq,9 .,� cn <br />® k9n6td q: z <br />^ <br />STATE ;OF , 4ej441: 0 <br />• r$'�4437. <br />'04 '9/0 N A1. ��,`,�� Z_ <br />,��ttttlll►►►�►` �Q <br />06/02/2020 p <br />w <br />REVISIONS: w <br />2 <br />No. Description Date <br />J <br />H <br />z <br />O <br />ST=5 <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />