Laserfiche WebLink
DocuSign Envelope ID 4999B7AA-F962-4606-810A-CEF053D4DE76 <br />41 <br />TRUSS TO TOP PLATE, MOISTURE BARRIER—� <br />UNO: BETWEEN MASONRY AND <br />• TRUSS LENGTH > 10 FT NON -PT LUMBER BY OTHERS <br />W/ H8 OR H10 <br />• TRUSS LENGTH </ 10 FT VERT. REINFORCING TO <br />W/ H2.5T OR RT7AT OR HAVE 10" STANDARD <br />SDWC15600 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 ri <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 HTA16-18 <br />W/ MIN (7) 10d x 1 12" IN TRUSS <br />(NOTE. IF META12 OR HTA16-18 <br />IS IMPROPERLY INSTALLED, <br />ATTACH TRUSS TO BOND <br />BEAM W/ HTSM20 OR HTWM20) <br />FASCIA (SEE <br />ARCHITECTURAL) <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 />(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 PLATE <br />W/ SP1 OR SPT22 OR SDWC15450 <br />I <br />• EVERY KING STUD TO BOTTOM PLATE <br />W/ SP1 OR SPT22 OR SDWC15450 <br />8" PARTIALLY GROUTED <br />EXTERIOR CMU WALL W/ <br />VERTICAL WALL REINFORCING <br />2x_ NO. SPF OR BETTER @ MAX 16" O.C. <br />I <br />PER STRUCTURAL PLAN, <br />SHEET ST-3 <br />- OR ST-2A (IF APPLICABLE) <br />BOTTOM PLT ANCHOR <br />'/7' 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 />'/2' 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 />a <br />g I PROVIDE DOWELS TO MATCH <br />M I I VERTICAL WALL <br />Z REINFORCING W/ MIN 30" LAP <br />g (►F DOWEL IS OMITTED OR <br />I I IMPROPERLY INSTALLED, <br />DRILL AND EPDXY DOWEL OF <br />EQUAL SIZE W/ MIN. 6" <br />I I EMBEDMENT IN MONOLITHIC, <br />12" EMBEDMENT IN <br />a 4o MASONRY) <br />a \ <br />0 <br />a <br />\\ \ <br />EXTERIOR WALL <br />TYPICAL WALL SECTION AT FOUNDATION <br />(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) <br />TYI <br />ROOF -TO! <br />CONNEC <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 7%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 1 YZ" <br />IN TRUSS (NOTE: IF META12 OR HTA16-18 <br />IS IMPROPERLY INSTALLED, ATTACH <br />TRUSS TO BOND BEAM W/ HTSM20 OR <br />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 MISLOCATIOI <br />INSTALL NEW MAS <br />STRAP TO INSIDE <br />MISLOCATED TRUSS ANCHORS <br />BLOCKING NOT SHOWN FOR CLARITY <br />U <br />6 <br />(V <br />N <br />N <br />F 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 />(.0j <br />POURED CELL w #5 BAR CONT <br />FROM BEAM TO FOOTING <br />STEP DOWN TIE -BEAM <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 />OR 14" <br />PER MANUF. <br />3" <br />5" <br />11/2 <br />34" <br />37 6 <br />5" <br />115/16 <br />3 3/4" <br />3 4, <br />6„ <br />2 j4, <br />33/4, <br />TITEN OR TAPCONS SCREWS SEE TABLE <br />ABOVE FOR LENGTH: <br />• (2) ROWS '/4' DIA. @ 30" O.C. STAGGERED <br />• (2) ROWS %fi' 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 />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 />1 x_ 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 />I,.- <br />u7 <br />I` <br />O <br />U) <br />0 <br />W <br />_Z <br />m <br />W <br />W <br />z <br />O <br />Z <br />W <br />O <br />J <br />LL <br />z <br />O <br />O <br />0 <br />U <br />x <br />O <br />J <br />LL <br />U <br />z <br />0 <br />O <br />J <br />O <br />2 <br />U <br />W <br />I— <br />W <br />a <br />m <br />0 <br />O <br />Q <br />U) <br />_o <br />f— <br />I— <br />LL <br />U) <br />0 <br />J <br />O <br />z <br />U <br />W <br />x <br />W <br />E <br />O <br />U <br />g <br />APEX a <br />I <br />tdsf2 <br />L <br />true design studios <br />9000 REGENCY SQUARE BLVD. N <br />SUITE 100, JACKSONVILLE, FL 32211 <br />904.821.5200 Cl) <br />O <br />DoRsHOMON' <br />AW.WK0i <br />.O <br />O <br />N <br />This item has been electronically <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />shown using a digital signature. <br />Printed copies of this document are <br />not considered signed and sealed <br />�nd the signature must be verified <br />y a 3rd Party Certificate Authority <br />n any electronic copy I _ <br />Uj VCal W/1 <br />Z� <br />W <br />O v� <br />`t O <br />Q <br />� W W <br />J <br />Nt W W ¢ <br />w W 0 <br />LL Uj <br />Uj <br />ti <br />x <br />z <br />O <br />0 <br />W <br />I— <br />z <br />Abbott Park IX <br />LOT 002-04-1 C W <br />U <br />0 <br />W <br />PROJECT NO: I- <br />2021.014969 z <br />DRAWN: <br />CD w <br />CHKD: LL <br />MJP O <br />0 <br />0 <br />LO <br />'. <br />`� �•.��G E NS�.:9 �¢ <br />Na 8 16f� <br />* ; ocu tgn d by; <br />(D <br />?� STATE OF <br />-0 3F4671 DA�Dg' <br />OR <br />0 N A� E���•� 0 <br />12-29-2021 O <br />z <br />REVISIONS: Q <br />No. Description Date 0 <br />- -- W <br />U) <br />- W <br />W <br />J <br />H <br />O <br />ST=5 <br />Z <br />O <br />0 <br />CMU/METAL CONNECTOR ENGINEERING <br />