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.- ID: OE2D1B58-E1C9-4409-A90C-76581A434E89 <br />1 <br />i <br />TRUSS TO TOP PLATE MOISTURE BARRIER — � 4r,E_ <br />W/ H2.5T OR RT7AT, BETWEEN MASONRY AND ; <br />OR SDWC15600 NON -PT LUMBER BY 0THE[, <br />LINO ON PLAN <br />VERT REINFOR__NG TO-- ! <br />HAVE 1:_ S-4N[) PD - <br />HOOK IN` rU l=, �Ni � BEArvt <br />I <br />• EVERY OTHER STUD TO TOP Pl ,1' E <br />W/ SP2 OR SPT24 OR SDWC1560: =� <br />MAX 32" O.C. <br />• EVERY KING STUD TO TOP PLA- E <br />W/ SP2 OR SPT24 OR SDWC156ir <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 1Y2' <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 />PROPERLY WIND LOAD RATED <br />SOFFIT MATERIAL <br />CONTINUOUS @ PERIMETER. <br />SEE TABLE 1. COMPONENT <br />AND CLADDING DESIGN <br />PRESSURES ON SHEET ST-1. <br />— i'1) COURSE CMU BOND <br />BEAM W/ #5 CONTINUOUS <br />ALL SECTION AT ROOF (COMMON HEE— _ \'_. ''EDITION <br />SECTION IS TYPICAL FOR ONE AND TWO STORY APPi_,CA ::_:N. <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 0 <br />I <br />i <br />i <br />'/2" THREADED ROD ANCHOR W/ MIN 4 1 <br />/ EMBED W/ NUT & WASHER IN SIMPSON <br />ACRYLIC -TIE OR EQUIVALENT <br />ADHESIVE @ MAX 48" O.C. <br />OR <br />'/z" WEDGE BOLT W/ MIN 4'/2" EMBED W <br />WASHER @ MAX 48" O.C. <br /></ 7/7 <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 />JTERIOR LOAD BEARING WALL <br />PICAL WALL SECTION AT FOUNDATI, )N <br />+Ib SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) <br />- 3" 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 />CIF 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 />MOISTI <br />BARRIE <br />OTHER <br />(1) CO( <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 IV3G" 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 />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'/2" 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 MISLOCATIO' <br />INSTALL NEW MAE <br />STRAP TO INSIDE <br />MISLOCATED TRUSS ANCHORS <br />BLOCKING NOT SHOWN FOR CLARITY <br />is l-_•'v <br />BOND BEAM RF- i� Y�� RC_ 1NG <br />AT C'0RN'E_ <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 />' <br />Ocy <br />APEX-C <br />0 <br />C <br />r— <br />w <br />0 <br />a) <br />t <br />i <br />% <br />0 <br />I <br />} .I <br />1 <br />�. <br />-- -- <br />- <br />(Y) <br />i ; <br />p 'Lij <br />LL <br />td <br />4- <br />_j <br />J <br />-Q <br />> <br />true design studios <br />a) <br />�-- POURED CELL w #5 BAR CONT. <br />Z <br />O <br />FROM BEAM TO FOOTING <br />Y <br />9000 REGENCY SQUARE BLVD. <br />v <br />v i DOWN TIE -BEAM <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211EP <br />to <br />O <br />� <br />W <br />Ottftiffiffffi <br />Ch <br />t <br />4 1 <br />DISr FRnn/ zvJO'; hrd,e MIN. SCREW Q <br />3�.. t NG�d _i BLOC'. LENGTH i=+ <br />I �Jry �IS- -- — 3—__-------�„ _ 0 <br />3 7� 6- -- - - 5" -- �- <br />I <br />— n. COhJS l RE'dl'i • ._r_ 1.tio-r W <br />i - <br />s ,Z) F:U'✓'S %a" DiA Cc� 3C' O C. STAGGERED (z) <br />DtA ;; 24" O C STAGGERED O <br />1 < .!r•('•:'lc OR t`J:NUUbV A! TA•i' i TO <br />PER M/,NUF,ACTURER'S DETAILS <br />LO <br />-. ()CC V. Tf_i DOO R \/ <br />Z 1 L 1 <br />I lUOiN SEE TABLE 0 LJ.J <br />_HIM AS NEEDED TO Q <br />�' DO NOT EXCEED%') W <br />i • ,I <br />z Z !!W <br />j :_`'i ATTACHED 1-0 iv1ASONRY. (1) PLY coO V, <br />TSB MATERIAL A1A`; ATTACH TO WALL <br />Uj <br />elf <br />li -- ..�_Vllj ^, <br />TYPICAL. DOORAMNDOW JAMB TO BLOCK z W o <br />UN(D)W w <br />O <br />X <br />U H <br />Z z <br />p z <br />O <br />This item has been electronically 1:21 <br />signed and sealed by Justin M Lanier, W <br />O PE on the date and/or time stamp I-_ <br />I- shown using a digital signature. z <br />rr_ elf <br />O 0- <br />U_ <br />ILLI <br />Abbott Park Q <br />O U <br />U_ LOT 005-02 0 <br />Q W <br />--- - F- <br />U Z <br />Z CD <br />U) <br />OPROJECT NO: W <br />j 2020.004110 � IL'- O _ <br />Z DRAWN - O <br />= DO o <br />U _ C:) <br />LL1CHKD LO <br />EAF <br />X <br />W W <br />� U <br />Q U) <br />m �•. �� c•E ti SF.9 z <br />w • �" Of <br />O r. 3F4671DACDEF435..' .�. <br />STATE OF <br />0. <br />Z �isS l 0 N A O`�`, 'S <br />O 06-01-2020 p <br />W <br />U REVISIONS: <br />LIL. - <br />Q _No. Description Date w <br />co J <br />O - F- <br />o z <br />z o <br />= o <br />U <br />W <br />F-- <br />X <br />W ST=5 <br />W <br />0I'' kUll`F.`tZ AL C 0 N N E_- ('.%,1q'0 R E N G I N E E R I N G <br />