Laserfiche WebLink
DocuSign Envelope ID: 5C3C5BA8-1360-4D38-82F9-A78DD9D6816A <br />TRUSS TO TOP PLATE <br />W/ H2.5T OR RT7AT <br />OR SDWC15600, LINO <br />MOISTURE BARRIER <br />ON PLAN <br />BETWEEN MASONRY AND <br />NON -PT LUMBER BY OTHERS <br />VERT. REINFORCING TO <br />HAVE 10" STANDARD <br />HOOK INTO BOND BEAM <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%" <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 <br />ARCHITECTURAL) <br />- —PROPERLY WIND LOAD RATED <br />SOFFIT MATERIAL <br />CONTINUOUS @ PERIMETER. <br />SEE TABLE 1: COMPONENT <br />1 - AND CLADDING DESIGN <br />PRESSURES ON SHEET ST-1. <br />1 (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 />I <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 />BOTTOM PLT ANCHOR o- <br />'/i' THREADED ROD ANCHOR W/ MIN 4" 1 <br />1 1 <br />- PROVIDE DOWELS TO MATCH <br />EMBED W/ NUT & WASHER IN SIMPSON M <br />1 1 <br />VERTICAL WALL <br />ACRYLIC -TIE OR EQUIVALENT z <br />REINFORCING W/ MIN 30" LAP <br />ADHESIVE @ MAX 48" O.C. <br />(IF DOWEL IS OMITTED OR <br />I I <br />IMPROPERLY INSTALLED, <br />OR <br />DRILL AND EPDXY DOWEL OF <br />Y2" WEDGE BOLT W/ MIN 4'/z" EMBED W/ <br />I <br />EQUAL SIZE W/ MIN. 6" <br />WASHER @ MAX 48" O.C. <br />I I <br />EMBEDMENT IN MONOLITHIC, <br />12" EMBEDMENT IN <br />° d <br />MASONRY) <br />as <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 <br />---_ 1 In <br />41 <br />EXTERIOR WALL <br />TYPICAL WALL SECTION AT FOUNDATION <br />(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) <br />MOISTI <br />BARRIE <br />OTHER <br />(1) COL <br />CMU B <br />BEAM <br />CONTII <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 t%2" 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'/' 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 />FOR MISLOCATIO <br />FASTEN 2x6 NO. 2 <br />TO TRUSS W/ MIN <br />FOR MISLGCATIO <br />INSTALL NE'.N MAE <br />STRAP TO INSIDE <br />MISLOCATED TRUSS ANCHORS <br />BLOCKING NOT SHOWN FOR CLARITY <br />-CORNERS <br />8" CMU BOND BEAM <br />BOND BEAM REINFORCING <br />AT CORNERS <br />ALTERNATE WALL SECTIONS & TYPICAL DETAILS <br />GENERAL NOTES APPLICABLE TO ALL: <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 />0 <br />N <br />0 <br />N <br />STEP DOWN TIE -BEAM <br />DIST. FROM DOORJAMB MIN. SCREW DIST. FROM DOORJAMB MIN. SCREW <br />/ WINDOW TO BLOCK LENGTH / WINDOW TO BLOCK LENGTH <br />34' OR 11/4" <br />PER MANUF. <br />3" <br />5" <br />11/2, <br />3 /4, <br />3 7� E <br />5„ <br />115/16 <br />3 3/4 <br />3 3/4' <br />6„ <br />2 /4, 33/4' <br />TITEN OR TAPCONS SCREWS SEE TABLE <br />ABOVE FOR LENGTH: <br />• (2) ROWS%" DIA. @ 30" O.C. STAGGERED <br />• (2) ROWS 3/6' DIA. @ 24" O.C. STAGGERED <br />DOOR JAMB OR WINDOW ATTACH TO <br />1x_ PER MANUFACTURER'S DETAILS <br />DISTANCE FROM BLOCK TO DOOR <br />JAMB OR WINDOW, SEE TABLE <br />o ABOVE (SHIM AS NEEDED TO <br />PLUMB JAMB, DO NOT EXCEED y;') <br />1x_ PT NAILER <br />BUILT UP 2x_ATTACHED TO MASONRY, (1) PLY <br />1x_ OR? 6 OSB MATERIAL MAY ATTACH TO WALL <br />DRYWALL <br />8" CMU WALL <br />TYPICAL DOOR/WINDOW JAMB TO BLOCK <br />(TYPICAL FOR ALL MASONRY OPENINGS, UNO) <br />0 <br />U <br />O <br />O <br />APEX ° <br />0 <br />O <br />D7 <br />i (L5 <br />N <br />co Z <br />ILL. <br />W <br />J tds i-i <br />J true design studios (D(D <br />z <br />O <br />U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />0 <br />O � <br />O <br />W C <br />I— <br />W11HOMON" <br />_J -� LL� 1.9 <br />�11\644 <br />m <br />w <br />Z <br />a <br />U <br />U 2 <br />z <br />W <br />W <br />IX <br />O <br />O <br />O <br />O <br />LO <br />ti z <br />ti <br />O 0 Cn <br />z W <br />W <br />WIIIIIIIIME LL <br />W <br />U) z W <br />O cn m J <br />W <br />z O <br />O Q <br />W m w o 0 <br />o J W � <br />u W w ti <br />O qqT X <br />ILL <br />ILL <br />O T <br />z has been electronically z <br />_ signe sealed by Justin M Lanier, O <br />� PE on the date and/or time stamp <br />Q shown using a digital signature. 0 <br />W Printed copies of this document are LLJ <br />O not considered signed and sealed I— <br />IZ and the signature must be verified z <br />Of by a 3rd Party Certificate Authority W <br />O on any electronic copy 12- <br />ILL. <br />Abbott Park J <br />O U <br />J (n <br />LL LOT 030-03 0 <br />Q w <br />U Q <br />z_ z <br />U) <br />O PROJECT NO. W <br />JO 2021.009226 <br />LL <br />z DRAWN: O <br />U CD o <br />W CHKD: LO <br />~ MJP U) <br />x — <br />w W <br />d J <br />Q Q <br />X ,,/, Ui <br />Q �. '(1N LqN ie <br />z <br />p No 85166 <br />LU :* <br />z Docu5ign*by: — LL��/ <br />O STATE OF .:�44/ � <br />.00 �s71DACDEF435 <br />R I <br />Z ss `0N Ai % z_ <br />a <br />O 07-29-2021 p <br />� w <br />U REVISIONS: w <br />IL = <br />Q No. Description Date W <br />w <br />(_n J <br />} U <br />C� W <br />O <br />O O <br />z z <br />1:O <br />U 0 <br />LU <br />I— <br />X ST=5 <br />W <br />a <br />CMUIMETAL CONNECTOR ENGINEERING <br />