Laserfiche WebLink
JocuSign Envelope ID: 02EF4F4B-72E3-4D3D-A7C5-D7C8E1876486 <br />TYPICAL ROOF DECK <br />U <br />SHEATHING. SEE TABLE 2. <br />2x NO 2 SYP BLOCKING TO FIT TIGHT <br />0 <br />WOOD STRUCTURAL PANEL <br />BETWEEN TRUSSES, (3)10d TOE -NAIL @ <br />> <br />SHEATHING REQUIREMENTS <br />EACH END, BLOCKING MAY BE OMITTED <br />o <br />ON SHEET ST-1. <br />FOR HEEL HEIGHTS <9" <br />-------- <br />0 <br />TRUSS OR RAFTER TO BOND <br />FOR MISLOCATION tie'<X<11Z_ <br />- <br />BEAM META12 <br />- 3/4" BETWEEN TOP OF WOOD PANEL <br />w AND CENTER OF FASTENERS. <br />FASTEN 2x6 NO. 2 SYP SHIM <br />TO TRUSS W/ MIN (10) 10d <br />#5 CONT. <br />-1 ) 1 <br />HTA16-18 W/ MIN (7) 10d x 1'/i' <br />w <br />(1) <br />#5 BAR CONT. <br />IN TRUSS (NOTE: IF META12 <br />g MIN 19/32' EXPOSURE 1 PLYWOOD RIM @ RAISED <br />FOR MISLOCATION 1Y2" <X <br />OR HTA16-18 IS IMPROPERLY <br />w HEEL TRUSSES INSTALLED WITH LONG <br />INSTALL NEW MASONRY TWIST <br />INSTALLED, ATTACH TRUSS <br />Q DIMENSION PERPENDICULAR TO TRUSS END <br />STRAP TO INSIDE F CE <br />Q <br />Vzz <br />TO BOND BEAM W/ HTSM20 <br />VERTICALS, ATTACH TO TRUSSES AND <br />•' _ <br />• <br />LO o <br />(1) #4 OR #5 BAR AT CORNERS <br />OR HTWM20) <br />BLOCKING W/ 10d @ 3" O.C. <br />; ; ; <br />N <br />ZLi <br />WITH MIN. 25" LAP <br />FASCIA (SEE ARCHITECTURAL) <br />2 <br />#5 CONT. <br />TRUSS TO TOP PLATE <br />T <br />FASCIA (SEE <br />PROPERLY WIND LOAD RATED SOFFIT <br />V <br />I <br />W/ H2.5T OR RT7AT <br />ARCHITECTURAL) <br />MOISTURE MATERIAL CONTINUOUS @ PERIMETER. <br />BARRIER BY SEE DESIGN CRITERIA AND LOADS: C&C <br />OR SDWC15600, LINO <br />MOISTURE BARRIER <br />° C <br />OTHERS DESIGN PRESSURES ON SHEET ST-1. <br />o <br />ON PLAN BETWEEN MASONRY AND <br />I PROPERLY WIND LOAD RATED <br />TRUSS OR RAFTER TO BOND BEAM W/ <br />NON -PT LUMBER BY OTHERS <br />SOFFIT MATERIAL <br />(1) COURSE META12 OR HTA16-18 W/ MIN (7) 10d x <br />VERT. REINFORCING TO <br />I CONTINUOUS @PERIMETER. <br />CMU BOND 1%" IN TRUSS (NOTE: IF META12 OR <br />8" CMU BOND BEAM <br />HAVE 10" STANDARD <br />SEE TABLE 1: COMPONENT <br />BEAM W/ #5 <br />HTA16-18 IS IMPROPERLY INSTALLED, <br />POURED CELL w #5 BAR CONT. <br />HOOK INTO BOND BEAM <br />AND CLADDING DESIGN <br />CONTINUOUS <br />-- ATTACH TRUSS TO BOND BEAM W/ <br />FROM BEAM TO FOOTING <br />i PRESSURES ON SHEET ST-1. <br />i HTSM20 OR HTWM20) <br />(1) COURSE CMU BOND <br />MISLOCATED TRUSS ANCHORS <br />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 />W/ SP2 OR SPT24 OR SDWC15600 <br />, <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 />BOTTOM PLT ANCHOR <br />'/z' THREADED ROD ANCHOR W/ MIN 4" <br />EMBED W/ NUT & WASHER IN SIMPSON <br />ACRYLIC -TIE OR EQUIVALENT <br />ADHESIVE @ MAX 48" O.C. <br />OR <br />WEDGE BOLT W/ MIN 4%" EMBED W/ <br />WASHER @ MAX 48" O.C. <br />U° <br />o a 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 <br />EXTERIOR WALL <br />TYPICAL WALL SECTION AT FOUNDATION <br />(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) <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 />PROVIDE DOWELS TO MATCH <br />VERTICAL WALL <br />REINFORCING W/ MIN 30" LAP <br />(IF DOWEL IS OMITTED OR <br />IMPROPERLY INSTALLED, <br />DRILL AND EPDXY DOWEL OF <br />EQUAL SIZE W/ MIN. 6" <br />EMBEDMENT IN MONOLITHIC, <br />12" EMBEDMENT IN <br />MASONRY) <br />0 <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 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 />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 11/4" <br />PER MANUF. <br />3" <br />5" <br />11/2' <br />3%4" <br />37�6 <br />5„ <br />115/16 <br />3 3/4" <br />3 3/„ <br />6„ <br />2 /4, <br />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 />c <br />ABOVE (SHIM AS NEEDED TO <br />PLUMB JAMB, DO NOT EXCEED '/.") <br />1x_ PT NAILER <br />BUILT UP 2x ATTACHED TO MASONRY, (1) PLY <br />1 x_ OR �6 OSB 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 />CD <br />O <br />APEX <br />O <br />01q" <br />U <br />O <br />m <br />N <br />i <br />(0 <br />N <br />CV <br />M <br />J <br />LL <br />W <br />tds <br />1 <br />+, <br />_c <br />J <br />J <br />> <br />true design studios <br />-6 <br />> <br />7 <br />Z <br />0 <br />U <br />< <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />` <br />c <br />vi <br />O <br />O <br />O_ <br />� <br />� <br />W <br />H <br />j <br />� <br />D#H <br />> <br />m <br />w <br />Q <br />c <br />U <br />Z <br />W <br />(D <br />W <br />w <br />O <br />O <br />O <br />O <br />ti zIt <br />t` <br />O O Cn <br />Z W <br />W <br />LU 0� <br />W <br />Z <br />p U)m _ <br />w <br />w V Q <br />w O <br />Z <br />0 > 0 <br />LU w L1J o <br />o <br />J M <br />Of (a) w w t- <br />Oi x <br />�■ [� <br />ILL L T <br />r <br />O ZO <br />i= <br />w <br />n0. z <br />O a <br />U U- <br />Of LU <br />Abbott Park <br />O U <br />U- LOT 018-02 p <br />Q - - w <br />z �/ <br />OPROJECT NO. W <br />J 2021.006633 <br />O _ w <br />Z DRAWN: O <br />U JAR _ o <br />� CHKD, MJP U) <br />x <br />w w <br />d --J <br />a � <br />,����i�rrrrrr� U) <br />���•,�5� 1N LqN/�.,� <br />00 • �,� S� • �� _Z <br />0 W No 85166 <br />� ' <br />Z * LTF,,IDQ <br />o uSigned by: <br />Z ##'ss,/O N AL <br />cn 'rrrrr111111`t� Q <br />O 05-18-2021 p <br />H w <br />U REVISIONS: LLLI <br />U- _ <br />Q No. Description Date ~ <br />- w <br />U) J <br />Q <br />-- w <br />OJ - -- O <br />z — -- z <br />= O <br />U <br />LU <br />I— <br />X ST=5 <br />W <br />0- <br />CMUIMETAL CONNECTOR ENGINEERING <br />