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Docusign Envelope ID: 9ED12P2D-B41C-4448-BA56-5E8CEB9C3CDC <br />V, <br />TRUSS TO TOP PLATE, <br />MOISTURE BARRIER/ <br />UNO: <br />BETWEEN MASONRY AND <br />• TRUSS LENGTH > 10 FT <br />NON -PT LUMBER BY OTHERS <br />W/ H8 OR H10 <br />• TRUSS LENGTH </ 10 FT <br />VERT. REINFORCING TO ---/ <br />W/ H2.5T OR RT7AT OR <br />HAVE 10" STANDARD <br />SDWC15600 <br />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 Y2" 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 />I FASCIA (SEE <br />1 • ARCHITECTURAL) <br />C 54 <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 />%" 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 />%" WEDGE BOLT W/ MIN 41/2" 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 />a \ <br />° <br />a <br />a a <br />rx <br />�\ /, <br />Ix <br />EXTERIOR WALL <br />TYPICAL WALL SECTION AT FOUNDATION <br />(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) <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 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 />MASONRY) <br />X/ <br />ROOF <br />CONt <br />U <br />0 <br />2x NO 2 SYP BLOCKING TO FIT TIGHT <br />BETWEEN TRUSSES, (3)10d TOE -NAIL @ N <br />EACH END, BLOCKING MAY BE OMITTED <br />FOR HEEL HEIGHTS < 9" <br />FOR MISLOCATION Y1"<X<1 tiz" <br />3/4" BETWEEN TOP OF WOOD PANEL FASTEN 2x6 NO. 2 SYP SHIM #5 CONT. <br />AND CENTER OF FASTENERS. TO TRUSS W/ MIN (10) 10d <br />(1) #5 BAR CONT. <br />MIN 1s/2 <br />' EXPOSURE 1 PLYWOOD RIM @ RAISED FOR MISLOCATION 1Y " <X <br />HEEL TRUSSES INSTALLED WITH LONG INSTALL NEW MASONRY TWIST <br />DIMENSION PERPENDICULAR TO TRUSS END STRAP TO INSIDE FACE _,i -Z <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 />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 />#5 CONT. <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 />/ WINDOW TO BLOCK <br />MIN. SCREW <br />LENGTH <br />DIST. FROM DOOR JAMB <br />/ WINDOW TO BLOCK <br />MIN. SCREW <br />LENGTH <br />3/4' OR 1%4" <br />PER MANUF. <br />3" <br />5" <br />11/2' <br />A4 " <br />3 7/16 <br />5" <br />115/16 <br />3 3/4" <br />3 3/4" <br />6„ <br />2 /4, <br />33/4' <br />DISTANCE FROM BLOCK TO DOOR <br />JAMB OR WINDOW, SEE TABLE <br />o ABOVE (SHIM AS NEEDED TO <br />PLUMB JAMB, DO NOT EXCEED %a") <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 DOORMINDOW JAMB TO BLOCK <br />(TYPICAL FOR ALL MASONRY OPENINGS, UNO) <br />O <br />U <br />O <br />CD <br />N <br />0 <br />Q <br />0 <br />LO <br />APEX <br />0 <br />c <br />U <br />(ll <br />O <br />� <br />, <br />tTS <br />N <br />N <br />� <br />M <br />J <br />U_ <br />W <br />tds <br />J <br />J-6 <br />� <br />true design studios <br />Z <br />O <br />U) <br />U <br />9000 REGENCY SQUARE BLVD. <br />-� <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />p <br />o <br />O <br />c— <br />W <br />j <br />c <br />11HOMON' <br />0 <br />> <br />Ji_L�Iiaff <br />4 w�ggjp' <br />co <br />W <br />CL <br />Q - <br />U <br />Z <br />W <br />w This item has been electronically <br />signed and sealed by Justin M Lanier, <br />X PE on the date and/or time stamp <br />O shown using a digital signature. <br />O Printed copies of this document are <br />O not considered signed and sealed <br />p') and the signature must be verified <br />a 3rd Party Certificate Authority <br />>.by <br />on any electronic copy <br />LO <br />0 co <br />Z w <br />W <br />z J Z Uj <br />� /w� <br />m W V J <br />W <br />W QW <br />Z_ <br />CD > 0 Q <br />w m w <br />Q w W <br />o dc <br />w w _ <br />13� <br />J X <br />ILL LL <br />Z <br />o z <br />O <br />Q 0 <br />Ix W <br />a z <br />IX W <br />O CL <br />U W <br />Q W <br />Abbott Park Q <br />O U <br />J (n <br />LL LOT 037-03 0 <br />Q W <br />U Q <br />Z_ Z <br />C� W <br />O PROJECT NO: W <br />-1 2021.009231 0 <br />O IL <br />Z O <br />DRAWN <br />U JAR o <br />CHKD MJP W <br />X <br />W w <br />Q„ J <br />Q U <br />Q` 1%111111111, W <br />W <br />i No 85166 <br />Z " DocuSigned by: * .�. Q <br />i p,• L LP1DGFF43!r.44/ �Z <br />LLI <br />Z ''ii�'�pIVA� ��•� S <br />Q <br />O 07-28-2021 0 <br />w <br />U REVISIONS: <br />Q No. Description Date w <br />U) J <br />Q <br />w <br />� to <br />o Z <br />= o <br />U <br />W <br />I— <br />X <br />w ST=5 <br />0- <br />CMU/METAL CONNECTOR ENGINEERING <br />