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DocuSign Envelope ID: 82C92949-7F25-4CCA-96BE-E7FE1C6E6CB1 <br />TYPICAL ROOF DECK <br />U <br />SHEATHING. SEE TABLE 2: <br />2x NO 2 SYP BLOCKING TO FIT TIGHT <br />WOOD STRUCTURAL PANEL <br />BETWEEN TRUSSES, (3)10d TOE -NAIL @ <br />SHEATHING REQUIREMENTS <br />EACH END, BLOCKING MAY BE OMITTED <br />c� <br />ON SHEET ST-1. <br />FOR HEEL HEIGHTS < 9" <br />— — — — — — — <br />N <br />TRUSS OR RAFTER TO BOND <br />FOR MISLOCATION "<X<1 K11 <br />BEAM W/ META12 OR <br />- 3/4" BETWEEN TOP OF WOOD PANEL <br />W "v I AND CENTER OF FASTENERS. <br />FASTEN 2x6 NO. 2 SYP SHIM <br />TO TRUSS W/ MIN (10) 10d <br />#5 CONT. <br />HTA16-18 W/ MIN (7) 10d x 1 %" <br />to <br />(1) <br />#5 BAR CONT. <br />IN TRUSS (NOTE: IF META12 <br />p g MIN 1%2' EXPOSURE 1 PLYWOOD RIM @ RAISED <br />FOR MISLOCATION 11 " <X <br />I <br />OR HTA16-18 IS IMPROPERLY <br />Lu HEEL TRUSSES INSTALLED WITH LONG <br />INSTALL NEW MASONRY TWIST o <br />INSTALLED, ATTACH TRUSS <br />Q DIMENSION PERPENDICULAR TO TRUSS END <br />STRAP TO INSIDE F CE g <br />TO BOND BEAM W/ HTSM20 <br />VERTICALS, ATTACH TO TRUSSES AND <br />o <br />(1) #4 OR #5 BAR AT CORNERS <br />/ <br />� <br />OR HTWM20) <br />BLOCKING W/ 10d @ 3" O.C. <br />Z <br />WITH MIN. 25" LAP <br />FASCIA (SEE ARCHITECTURAL) <br />#5 CONT. <br />— — — <br />TRUSS TO TOP PLATE <br />FASCIA (SEE <br />PROPERLY WIND LOAD RATED SOFFIT <br />W/ H2.5T OR RT7AT <br />ARCHITECTURAL) <br />MOISTURE L> MATERIAL CONTINUOUS @PERIMETER. <br />OR SDWC15600, LINO MOISTURE BARRIER <br />C <br />BARRIER BY SEE DESIGN CRITERIA AND LOADS: C&C <br />OTHERS DESIGN PRESSURES ON SHEET ST-1. <br />+ P <br />o <br />ON PLAN BETWEEN MASONRY AND <br />PROPERLY WIND LOAD RATED <br />TRUSS OR RAFTER TO BOND BEAM W/ <br />o v . <br />NON -PT LUMBER BY OTHERS <br />SOFFIT MATERIAL <br />(1) COURSE META12 OR HTA16-18 W/ MIN (7) 10d x <br />I <br />o <br />VERT. REINFORCING TO <br />I CONTINUOUS @PERIMETER. <br />CMU BOND 1 %" IN TRUSS (NOTE: IF META12 OR <br />8" CMU BOND BEAM <br />HAVE 10" STANDARD <br />SEE TABLE 1: COMPONENT <br />BEAM W! #5 <br />CONTINUOUS HTA16-18 IS IMPROPERLY INSTALLED, <br />POURED CELL w #5 BAR CONT. <br />HOOK INTO BOND BEAM <br />AND CLADDING DESIGN <br />BOND BEAM W/ <br />FROM BEAM TO FOOTING <br />i PRESSURES ON SHEET ST-1. <br />HTSM20 OR HSTTn02 <br />I (1) COURSE CMU BOND <br />MISLOCATED TRUSS ANCHORS BOND <br />BEAM REINFORCING <br />STEP DOWN TIE -BEAM <br />• EVERY OTHER STUD TO TOP PLATE <br />W/ SP2 OR SPT24 OR SDWC15600 - <br />BEAM W/ #5 CONTINUOUS <br />BLOCKING NOT SHOWN FOR CLARITY <br />AT CORNERS <br />MAX 32" O.C. <br />• EVERY KING STUD TO TOP PLATE <br />W/ SP2 OR SPT24 OR SDWC15600 <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 <br />PLATE 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 />%" 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 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 />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 />WALL SECTION AT ROOF (RAISED HEEL CONDITION) <br />THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS <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 />DIST. FROM DOORJAMB <br />! WINDOW TO BLOCK <br />MIN. SCREW <br />LENGTH <br />DIST. FROM DOORJAMB <br />/ WINDOW TO BLOCK <br />MIN. SCREW <br />LENGTH <br />3' OR 11/4" <br />PER MANUF. <br />3" <br />5" <br />1 !�. <br />3 �4, <br />37 s <br />51, <br />115/ fi <br />33/4' <br />3 3/'- <br />6 <br />2 4' <br />33/4' <br />TYPICAL DOORMINDOW JAMB TO BLOCK <br />(TYPICAL FOR ALL MASONRY OPENINGS, UNO) <br />O <br />U <br />O <br />O <br />a <br />Cq <br />0 <br />APEX <br />_C <br />U <br />N <br />0) <br />CI <br />I <br />M <br />N <br />M <br />J <br />Q <br />LL <br />W <br />t S <br />_C <br />J <br />N <br />true design studios <br />> <br />z <br />O <br />U <br />9000 REGENCY SQUARE BLVD. <br />�. <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />0_',. <br />O <br />O <br />4-1 <br />W <br />co <br />0 <br />co <br />01HOMON <br />>'' <br />A. All d <br />Uj <br />W <br />0 <br />U <br />U <br />Z <br />W <br />0 <br />W <br />W <br />O This item has been electronically <br />O 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 />Printed copies of this document are <br />not considered signed and sealed <br />and the signature must be verified <br />by a 3rd Party Certificate Authority <br />OOon any electronic copy U) <br />Z W <br />(0 11 <br />(0 <br />W <br />Z_ LL Z U) W <br />m <br />J O u) <br />LU VW <br />O <br />z Q Q <br />w w w W <br />o J <br />V L u L1J <br />O <br />J x <br />LL ILL <br />�— <br />T-- <br />O ZO <br />H <br />Ix w <br />O <br />z <br />0 a <br />LL <br />Abbott Park J <br />O U <br />J (n <br />LL LOT 008-04-1 B o <br />Q w <br />ci Q <br />z z <br />U) <br />O PROJECT NO: W <br />OJ 2021.012599 <br />z DRAWN: O <br />U CD o <br />w CHKD: Ln <br />~ MJP U) <br />x <br />W W <br />CL J <br />Q Q <br />U <br />Q ���'rtrtll��►r�iii <br />LAN�� <br />Zm `� ��'� �C• i <br />No 8516 <br />W6 <br />Z Docu3igned by: <br />= Fu = p <br />i -33 ' AFftiDF435..; ((/ <br />w p'.. <br />dOp P.:q�4,: O <br />� <br />z �isS /0 N A ;�?`0, <br />cn �����► <br />O 11-01-2021 p <br />W <br />U REVISIONS: w <br />IlL _ <br />Q No. Description Date <br />LU <br />(n J <br />� U <br />C� cn <br />O <br />O <br />O <br />Z <br />z <br />z O <br />U � <br />W <br />H <br />x <br />w ST=5 <br />a <br />Q <br />CMLI METAL CONNECTOR ENGINEERING <br />