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0 <br />J <br />4 <br />U <br />0 <br />TYPICAL ROOF DECK <br />SHEATHING. SEE TABLE 2: <br />rn <br />WOOD STRUCTURAL PANEL MIN 2x6 NO 2 SYP BLOCKING TO FIT TIGHT N <br />SHEATHING REQUIREMENTS BETWEEN TRUSSES, (3)10d TOE -NAIL @ EACH <br />ON SHEET ST-1. END. — — — — — <br />TRUSS OR RAFTER TO BOND FOR MISLOCATION "<X<1 <br />j - 3/4" BETWEEN TOP OF WOOD PANEL FASTEN 2x6 NO. 2 SYP SHIM #5 CONT. <br />BEAM W/ META12 OR W AND CENTER OF FASTENERS. TO TRUSS W/ MIN (10) 10d <br />HTA16-18 W/ MIN (7) 10d x 1'/z' w (1) #5 BAR CONT. <br />IN TRUSS (NOTE: IF META12 g MIN'%2' EXPOSURE 1 PLYWOOD RIM @ RAISED FOR MISLOCATION 1 �" <X <br />OR HTA16-18 IS IMPROPERLY w HEEL TRUSSES INSTALLED WITH LONG INSTALL NEW MASONRY TWIST d _ <br />INSTALLED, ATTACH TRUSS Ln DIMENSION PERPENDICULAR TO TRUSS END STRAP TO INSIDE F CE g <br />TO BOND BEAM W/ HTSM20 Q VERTICALS, ATTACH TO TRUSSES AND ;n <br />(1) #4 OR #5 BAR AT CORNERS <br />N WITH MIN. 25" LAP <br />OR HTWM20) BLOCKING W/ 10d @ 3" O.C.k� 4 —IL— — — lir <br />Z <br />�1 <br />W :- PROPERLY WIND LOAD RATED SOFFIT V_­_ 1� _L <br />MOISTUREI,\ MATERIAL CONTINUOUS @ PERIMETER. + I <br />TRUSS TO TOP PLATE BARRIER BY <br />SEE DESIGN CRITERIA AND LOADS: C&C <br />MOISTURE BARRIER C OTHERS DESIGN PRESSURES ON SHEET ST-1. <br />W/ H2.5T OR RT7AT, BETWEEN MASONRY AND <br />OR SDWC15600 NON -PT LUMBER BY OTHERS I PROPERLY WIND LOAD RATED TRUSS OR RAFTER TO BOND BEAM W/ <br />I SOFFIT MATERIAL (1) COURSE I a d v <br />UNO ON PLAN META12 OR HTA16-18 W/MIN (7) 10d x <br />CONTINUOUS @ PERIMETER. CMU BOND 1%" IN TRUSS (NOTE: IF META12 OR $" CMU BOND BEAM POURED CELL <br />VERT. REINFORCING T BEAM W! #5 HTA16-18 IS IMPROPERLY INSTALLED, <br />SEE TABLE 1: COMPONENT <br />HAVE 10" STANDARD AND CLADDING DESIGN CONTINUOUS <br />HOOK INTO BOND BEAM ( PRESSURES ON SHEET ST-1. ATTACH TRUSS TO BONG BEAM W/ FROM BEAM T+ <br />HTSM20 OR HTWM20) <br />• EVERY OTHER STUD TO TOP PLATE ( (1) COURSE CMU BOND BEAM W/ #5 CONTINUOUS MISLOCATED TRUSS ANCHORS BOND BEAM REINFORCING STEP DOWN TIE -BEAM <br />W/ SP2 OR SPT24 OR SDWC15600 - Ti <br />BLOCKING NOT SHOWN FOR CLARITY AT CORNERS <br />MAX 32" O.C. <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 />BOTTOM PLT ANCHOR <br />'/2' 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 />Y2" WEDGE BOLT W/ MIN 4'/2' 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 />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 />\\�\\//\\ j\\ jam\ <br />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 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 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 />%4" OR 1 /4" <br />PER MANUF,, <br />3" <br />5" <br />1 A. <br />3 /a" <br />3 7.4 c <br />5" <br />2 <br />TYPICAL DOORMIINDOW JAMB TO BLOCK <br />(TYPICAL FOR ALL MASONRY OPENINGS, UNO) <br />O <br />U <br />O � <br />O p <br />APEX <br />co q) <br />O Q. <br />zzz <br />, Rf <br />N <br />M <br />J � <br />L_ <br />t S <br />J <br />J } true design studios � <br />O <br />Y <br />9000 REGENCY SQUARE BLVD. <br />d SUITE 100, JACKSONVILLE, FL 32211 Ch <br />O <br />O <br />W <br />F— a <br />Doft#HO90N' � <br />> <br />m <br />w <br />CA <br />U <br />z <br />W <br />0 <br />W <br />O <br />O <br />O <br />O <br />IT <br />LO <br />h>= <br />- <br />O Q w <br />Z ��1 <br />U) I.i.l <br />U <br />W <br />Z <br />z z W <br />m <br />Uj O w <br />w <br />w <br />Ill z Q O <br />0 > Q ¢ <br />W m w o <br />0 0LU W W �- <br />O x <br />', ' M <br />� U <br />Z Q <br />O z <br />F. O <br />w <br />O I- <br />w z <br />w w <br />O a <br />U w_ <br />`S w <br />J <br />Abbott Park ¢ <br />O U <br />U_ LOT 048-03-A <br />¢--------- -------- w <br />I- <br />z z <br />0 PROJECT NO: W <br />1 2019.007698 <br />w <br />Z - .....__ _ _...__... O <br />DRAWN: <br />= CRD o <br />CHKD: <br />EAF x <br />w w <br />a. Q <br />-�1N LA/y i, <br />.•• ENS0 <br />m <br />N 51 4 <br />w . • <br />r <br />Z �� •*.. <br />O i. • <br />:� S TE OF : 44/" W <br />¢ '.,�'% ORN z <br />....... <br />p 09/19/2019 p <br />w <br />co <br />REVISIONS: <br />P <br />U- <br />`t <br />- F- <br />No. Description Date <br />I- .........._. ---- - W <br />fA J <br />I — ¢ <br />C�7 - w <br />_1 I_ ................. --._ ...........__.__ O <br />o z <br />z.....-..... - . _._._........................ o <br />= o <br />U <br />w <br />I- <br />X <br />W ST=5 <br />13- <br />CMUIMETAL CONNECTOR ENGINEERING <br />