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DocuSign Envelope ID 64039112-CEE7-4F45-AD73-562F11EFF3F4 <br />I I I _11'I, 11 1 1 1 [{1 <br />/;;_ <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 <br />I= <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 k " 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 />• 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 />'/i" WEDGE BOLT W/ MIN 4'/2" EMBED W/ <br />WASHER @ MAX 48" O.C. <br />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 />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 />g <br />PROVIDE DOWELS TO MATCH <br />o <br />I i <br />VERTICAL WALL <br />Z <br />REINFORCING W/ MIN 30" LAP <br />g <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 />4a MASONRY) <br />IN <br />< 4 \ <br />\ <br />v A \ <br />EXTERIOR WALL <br />TYPICAL WALL SECTION AT FOUNDATION <br />(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) <br />TYf <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 1%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 <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 />FOR MISLOCATIOP <br />FASTEN 2x6 NO 2 S <br />TO TRUSS W/ MIN I' <br />FOR MISLOCATION <br />INSTALL NEW MAS( <br />STRAP TO INSIDE F <br />MISLOCATED TRUSS ANCHORS <br />BLOCKING NOT SHOWN FOR CLARITY <br />FCORNERS <br />8" CMU BOND BEAM <br />BOND BEAM REINFORCING <br />AT CORNERS <br />WALL SECTION AT ROOF (RAISED HEEL CONDITION) ALTERNATE WALL SECTIONS & TYPICAL DETAILS <br />THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS <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 />(1)#f <br />POURED CELL w #5 BAR CONT <br />FROM BEAM TO FOOTING <br />STEP DOWN TIE -BEAM <br />DIST. FROM DOOR JAMB <br />MIN. SCREW <br />DIST. FROM DOOR JAMB <br />MIN SCREW <br />/ WINDOW TO BLOCK <br />LENGTH <br />/ WINDOW TO BLOCK <br />LENGTH <br />OR 1%4" <br />PER MANUF. <br />3" <br />5" <br />11/2 <br />31/4" <br />3 7� 6 <br />51, <br />115/ 6 <br />33/4, <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 %5" DIA. @ 24" O.0 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 '/:') <br />1x_ PT NAILER <br />BUILT UP 2x_ ATTACHED TO MASONRY, (1) PLY <br />1x_ OR�6 OSB MATERIAL MAY ATTACH TO WALL <br />DRYWALL <br />FTI <br />8" CMU WALL <br />TYPICAL DOOR/WINDOW JAMB TO BLOCK <br />(TYPICAL FOR ALL MASONRY OPENINGS, UNO) <br />O <br />� U <br />f� <br />O ° <br />U) APEX <br />W U, <br />W N' <br />Z <br />U) IC <br />m <br />W <br />W a <br />Z 4- <br />z <br />W tds -6 <br />QQ true design studios j <br />O <br />-� 9000 REGENCY SQUARE BLVD. N <br />W SUITE 100, JACKSONVILLE, FL 32211 <br />904.821.5200 O <br />s� <br />O am cr, <br />W W <br />U RIHOMN' <br />:D <br />Q <br />0 <br />E <br />O <br />J Q <br />LL <br />Q <br />U <br />Z O <br />>_ <br />O <br />_J <br />O <br />z This item has been electronically <br />= signed and sealed by Justin M Lanier, <br />U PE on the date and/or time stamp <br />W shown using a digital signature. <br />Printed copies of this document are <br />F' not considered signed and sealed <br />x Ind the signature must be verified <br />Wy a 3rd Party Certificate Authority <br />0- n any electronic copy <br />� LU w <br />} <br />m <br />o = z w <br />W O U)Z <br />O <br />G <br />W J Q O <br />Q <br />z w p <br />, J w <br />o M w w <br />vim/ O� 0 <br />LL t LL <br />Q <br />V) x <br />o z <br />J 0 <br />O 0 <br />Z W <br />2 <br />U z <br />I- Abbott Park 10� <br />x 0- <br />W LL <br />a- LOT 020-03-1 B W <br />Q J <br />Q <br />U <br />U) <br />W <br />PROJECT NO: I- <br />2021.014970 z <br />0 <br />DRAWN. �5 <br />CD W <br />CHKD: MJP 1111 LL <br />O <br />0 <br />O <br />L0 <br />,`,��1111111/ O <br />,��. J5Z IN LA/V �,� W <br />ed.hy* cU <br />-0: :xz Z <br />C.3"411F46711 <br />TE OF .' 1J <br />0 D�Ck3 5... Q <br />ON A <br />U) <br />12-29-2021 O <br />_z <br />REVISIONS: < <br />No. Description Date C) <br />- --- W <br />U) <br />- - - W <br />I {� <br />W <br />J <br />Q <br />-_ U <br />STF_ <br />z =5 0 <br />0 <br />CMU/METAL CONNECTOR ENGINEERING <br />