Laserfiche WebLink
)ocuSlgn Envelope ID: 97DC3F7A-0B49-41F6-BB8D-6FF2235411OF <br />U <br />TYPICAL ROOF DECK <br />0 <br />ri <br />> <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 />N, <br />SHEATHING REQUIREMENTS <br />EACH END, BLOCKING MAY BE OMITTED <br />ON SHEET ST-1. <br />FOR HEEL HEIGHTS < 9" <br />— <br />TRUSS OR RAFTER TO BOND <br />3/4" BETWEEN TOP OF WOOD PANEL <br />FOR MISLOCATION Ya"<X<11z" <br />FASTEN 2x6 NO. 2 SYP SHIM #5 CONT. <br />BEAM W/ META12 OR <br />W AND CENTER OF FASTENERS. <br />TO TRUSS W/ MIN (10) 10d <br />HTA16-18 W/ MIN (7) 10d x 1'/z" <br />w <br />(1) #5 BAR CONT. <br />IN TRUSS (NOTE: IF META12 <br />Q g MIN %" EXPOSURE 1 PLYWOOD RIM @ RAISED <br />FOR MISLOCATION 1Y�" <X <br />OR HTA16-18 IS IMPROPERLY <br />W HEEL TRUSSES INSTALLED WITH LONG <br />INSTALL NEW MASONRY TWIST a <br />INSTALLED, ATTACH TRUSS <br />DIMENSION PERPENDICULAR TO TRUSS END <br />STRAP TO INSIDE F CE J <br />. <br />TO BOND BEAM W/ HTSM20 <br />Q <br />< VERTICALS, ATTACH TO TRUSSES AND <br />o (1) #4 OR #5 BAR AT CORNERS <br />OR HTWM20) <br />BLOCKING W/ 10d @ 3" O.C. <br />Z WITH MIN. 25" LAP <br />,/ t <br />' <br />—— — <br />. ` PROPERLY WIND LOAD RATED SOFFIT \D <br />MOISTURE MATERIAL CONTINUOUS @ PERIMETER. <br />BARRIER BY I ° SEE DESIGN CRITERIA AND LOADS: C&C <br />TRUSS TO TOP PLATE MIJ <br />MOISTURE BARRIER C OTHERS DESIGN PRESSURES ON SHEET ST-1. <br />W/ H2.5T OR RT7AT, BETWEEN MASONRY AND <br />I PROPERLY WIND LOAD RATED I TRUSS OR RAFTER TO BOND BEAM W/ o 17 Vo <br />OR SDWC15600 NON -PT LUMBER BY OTHERS SOFFIT MATERIAL N) COURSE META12 OR HTA16 18 W/ MIN 7 <br />1 <br />-() 10d x <br />LIND ON PLAN I CONTINUOUS @PERIMETER. CMU BOND I 1'/z' IN TRUSS NOTE: IF META12 OR <br />VERT. REINFORCING T SEE TABLE 1. COMPONENT BEAM W/#5 ( 8" CMU BOND BEAM <br />HAVE 10" STANDARD AND CLADDING DESIGN CONTINUOUS HTA16-18 IS IMPROPERLY INSTALLED, <br />POURED CELL <br />HOOK INTO BOND BEAM I PRESSURES ON SHEET ST-1. ATTACH TRUSS TO BOND BEAM W/ FROM BEAM T� I HTSM20 OR HTWM20) <br />• EVERY OTHER STUD TO TOP PLATE I (1)COURSE CMU BOND I MISLOCATED TRUSS ANCHORS BOND BEAM REINFORCING STEP DOWN TIE -BEAM <br />W/ SP2 OR SPT24 OR SDWC15600 - BEAM W/ #5 CONTINUOUS BLOCKING NOT SHOWN FOR CLARITY <br />MAX32"O.C. I I AT CORNERS <br />• EVERY KING STUD TO TOP PLATE <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 PLATE <br />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 />'/" 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 />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 25" 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 />WALL SECTION AT ROOF ( RAISED HEEL CONDITION) <br />THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS <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 />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 />:4' OR 11/4' <br />PER MANUF, <br />3" <br />5" <br />11 <br />3 4„ <br />37 s <br />5„ <br />115116 <br />33/4„ <br />3 %4„ <br />6„ <br />2 34" 33/4" <br />TITEN OR TAPCONS SCREWS SEE TABLE <br />ABOVE FOR LENGTH: <br />• (2) ROWS W DIA. @ 30" O.C. STAGGERED <br />• (2) ROWS %s' 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 %:') <br />1x_ PT NAILER <br />BUILT UP 2X_ATTACHED TO MASONRY, (1) PLY <br />1 x_ OR �d OSB MATERIAL MAY ATTACH TO WALL <br />DRYWALL <br />8" CMU WALL <br />TYPICAL DO <br />O <br />U <br />O <br />O <br />04 <br />? <br />O <br />M <br />O <br />APEX <br />v <br />N <br />O <br />Q <br />Ca <br />CV <br />M <br />Zz <br />J <br />LL <br />W <br />tds <br />Q <br />-C <br />L <br />_J <br />J <br />true design studios <br />�i <br />� <br />(D <br />O <br />U <br />Q <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />O <br />O <br />p <br />4-, <br />W <br />H <br />RRHOMON' <br />m <br />W <br />U) <br />s <br />U <br />Z <br />W <br />W <br />W <br />O <br />CD <br />CA <br />I' <br />ti <br />O Q Cn <br />Z w <br />� � N <br />W 1..� <br />W <br />W —� z w <br />W 0 U) <br />m <br />W Q <br />W <br />W <br />Z Q 0 <br />ORNVINDOW JAMB TO BLOCK <br />w m � 0 o <br />OPENINGS, UNO) Q w w W <br />'d' w X <br />LL T1_ <br />Z Q <br />O Z <br />O <br />4 0 <br />O This item has been electronically LU <br />signed and sealed by Russell T Dukes, Z <br />I L PE on the date and/or time stamp <br />11' shown using a digital signature. lY <br />O a <br />U W <br />p W <br />Abbott Park Q <br />O U <br />J [n <br />LL LOT 001-01-A o <br />Q W <br />U Q <br />Z_ Z <br />OPROJECT NO: W <br />J 2019.007593 <br />O U- <br />= DRAWN: O <br />U KG IS, <br />W CHKD: Lo <br />EAF co <br />X <br />W W <br />Q U <br />Q` 1111 a tr#1ii U) <br />0muftned key: 3: <br />Z <br />Q <br />C) <br />SAT . - F_ • L[I <br />�44/, <br />� A' •��q��'�S44C�.. <br />cn O N A1j jtj �ot Q <br />O 02-13-2020 p <br />1= W <br />U REVISIONS: <br />U_ :- <br />No. Description Date W <br />U) J <br />Q <br />>- U <br />C'3 U) <br />O �- <br />Z Z <br />= O <br />U <br />W <br />H <br />X <br />W ST=5 <br />CMU/METAL CONNECTOR ENGINEERINGa <br />