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DocuS:gn Envelope ID 725AB 187-9418-4337-A635-794511AE33AD <br />L --- w? ---L.L— i <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 />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 />• 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 W1 NUT & WASHER IN SIMPSON <br />ACRYLIC -TIE OR EQUIVALENT <br />ADHESIVE @ MAX 48" O.C. <br />OR <br />''/2" WEDGE BOLT W/ MIN 4'/2" EMBED W/ <br />WASHER @ MAX 48" O C. <br />4 <br />7 <br />• • �. <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 />41111 <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 />o <br />VERTICAL WALL <br />Z <br />I I <br />REINFORCING W/ MIN 30" 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 />a� MASONRY) <br />----� I n <br />J \ <br />\\�\ " �� <br />j< I \ \\\ /\ <br />�;, <br />�\ •-'- • \\�\\' <br />a <br />EXTERIOR WALL <br />TYPICAL WALL SECTION AT FOUNDATION <br />(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) <br />ROOF-7 <br />COW <br />U <br />0 <br />2x NO 2 SYP BLOCKING TO FIT TIGHT <br />BETWEEN TRUSSES, (3)10d TOE -NAIL @ <br />0 <br />N <br />EACH END, BLOCKING MAY BE OMITTED <br />FOR HEEL HEIGHTS < 9" <br />FOR MISLOCATION 1,"<X<112" <br />3/4" BETWEEN TOP OF WOOD PANEL <br />FASTEN 2x6 NO. 2 SYP SHIM <br />#5 CONT. <br />AND CENTER OF FASTENERS. <br />TO TRUSS W/ MIN (10) 10d <br />(1) #5 BAR CONT. <br />MIN 1%2" EXPOSURE 1 PLYWOOD RIM @ RAISED <br />FOR MISLOCATION 1Y2" <X <br />L <br />HEEL TRUSSES INSTALLED WITH LONG <br />INSTALL NEW MASONRY TWIST <br />o- <br />DIMENSION PERPENDICULAR TO TRUSS END <br />STRAP TO INSIDE FACE <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 k2" <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 />MISLOCATED TRUSS ANCHORS <br />BLOCKING NOT SHOWN FOR CLARITY <br />(1) #4 OR #5 BAR AT CORNERS <br />WITH MIN. 25" LAP <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 />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 />3/4" OR 11/4" <br />PER MANUF. <br />3" <br />5" <br />11/Z' <br />3 �4' <br />3 7/16 <br />5„ <br />111116 <br />3 3/4 , <br />3 3/4 , <br />6„ <br />2 <br />TITEN OR TAPCONS SCREWS SEE TABLE <br />ABOVE FOR LENGTH: <br />• (2) ROWS'/4' DIA. @ 30" O C. STAGGERED <br />• (2) ROWS %6" DIA. @ 24" O.C. STAGGERED <br />DOORJAMB 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 />Ix - <br />x_ OR6' OSB MATERIAL MAY ATTACH TO WALL <br />DRYWALL <br />8" CMU WALL <br />TYPICAL DOORIWINDOW JAMB TO BLOCK <br />(TYPICAL FOR ALL MASONRY OPENINGS, UNO) <br />O <br />U <br />O <br />O O <br />APEX <br />CO <br />O N <br />O Q. <br />N <br />M � <br />J <br />LL <br />W <br />tds <br />J true design studios a) <br />Z <br />O <br />U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 (n <br />O <br />O <br />N <br />W <br />0 <br />DIIHOMON' <br />I" <br />W <br />Q <br />4- <br />co Q <br />U <br />z <br />W <br />W <br />This item has been electronically <br />C)signed and sealed by Justin M Lanier, <br />O PE on the date and/or time stamp <br />O shown using a digital signature. <br />I Printed copies of this document are <br />not considered signed and sealed <br />19T and the signature must be verified <br />r1_ by a 3rd Party Certificate Authority <br />0 Qon any electronic copy v <br />Z <br />W <br />W <br />z J Z Lu <br />Uj O u) <br />W Q C <br />W G <br />W <br />Z <br />0 > Q Q <br />w w m 0 <br />Lj LLJ <br />J w <br />0� <br />i X <br />ILLz T- <br />Z <br />O O <br />Q 0 <br />W W <br />O I-- <br />a z <br />0 CL <br />U LL- <br />0 w <br />Abbott Park Q <br />O U <br />J — (n <br />LI_ LOT 019-03-1 B 0 <br />Q W <br />U Q <br />z z <br />(D <br />W <br />OPROJECT NO'. W <br />J 2021.014961 <br />O LL <br />Z DRAWN' O <br />(=j KM E o <br />W CHKD. L0 <br />MJP <br />x <br />W W <br />Q X U <br />0 <br />Q �i�t���i <br />N.%�5� 1N LAI��cA <br />Z <br />W * •id* - <br />z- - <br />;a� 0 <br />W STATE OF 4U U) <br />3�F4671 BAC-11�35... (D <br />O 12-29-2021 ¢0 <br />�= W <br />U REVISIONS: <br />Q No. Description Date ~ <br />-- —� w <br />(n J <br />O � <br />Z _ O <br />U 0 <br />W <br />I— <br />X <br />W ST=5 <br />D_ <br />a <br />CMU/METAL CONNECTOR ENGINEERING <br />