Laserfiche WebLink
)ocuSign Envelope ID: CDCDF364-07E8-49F4-8C4B-2A49C84D359F <br />I l ! _ I' 1111 ill 1Ir'1f111'+'TA_ P'I I'111' 1!7'AIA"1MII m•IIj!f ill, 1, 11 I _ f - - �W I j!111II_w l�!�A�Prt�I1NC1 1�1'� �I I ( 'N L II _ j I I ! I III IT1' II 1 4N�! h� it I III 1 - I II���'I'. IfNPI '� _ L I its ulll I1I�j II <br />*11 <br />TRUSS TO TOP PLATE, 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 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 />'/2' 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 />W WEDGE BOLT W/ MIN 4'/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 />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 />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 t9/2' 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 />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 MISLOCATIO <br />INSTALL NEW MAE <br />STRAP TO INSIDE <br />MISLOCATED TRUSS ANCHORS <br />BLOCKING NOT SHOWN FOR CLARITY <br />F CORNERS <br />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 />:4'OR 11/4" <br />PER MANUF. <br />3" <br />5" <br />11/2, <br />31/4 " <br />3 7/16 <br />5„ <br />115/ 6 <br />33/4, <br />3 4`, <br />6„ <br />2 %q" <br />33/" <br />TITEN OR TAPCONS SCREWS SEE TABLE <br />ABOVE FOR LENGTH: <br />• (2) ROWS Y4" DIA. @ 30" O.C. STAGGERED <br />• (2) ROWS Y/6" 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 />a <br />JAMB OR WINDOW, SEE TABLE <br />ABOVE (SHIM AS NEEDED TO <br />PLUMB JAMB, DO NOT EXCEED ''Y4") <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 />8" CMU WALL <br />TYPICAL DOORMINDOW JAMB TO BLOCK <br />(TYPICAL FOR ALL MASONRY OPENINGS, UNO) <br />O <br />C) <br />O <br />O <br />N <br />} <br />O' <br />O <br />APEX <br />N <br />� <br />�} <br />a) <br />CD <br />� <br />{t� <br />N <br />M <br />J <br />� <br />LL <br />W <br />tds <br />i <br />J <br />J <br />true design studios <br />.Q <br />a)a) <br />O <br />W <br />U <br />9000 REGENCY SQUARE BLVD. <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />O <br />0 <br />o <br />O <br />.,-. <br />W <br />11HOMN' <br />a) <br />tU <br />J <br />Co <br />w <br />Of <br />U) <br />U <br />z <br />w <br />0 <br />W <br />o_ <br />O <br />O <br />O <br />O <br />f_� <br />L <br />u7 <br />ti <br />O a w <br />z L <br />U) m <br />Z J z <br />U)O <br />W w <br />m <br />w <br />W Q <br />W <br />Z 0 <br />(D > 0 Q <br />w L o <br />0 0 J W <br />L <br />.o <br />i X <br />LL LL <br />a z� <br />z <br />O z <br />I-_ O <br />< 0 <br />z <br />0 d <br />LL <br />Q <br />p W <br />Abbott Park Q <br />O U <br />J (n <br />LL LOT 010-03 0 <br />Q w <br />H <br />U Q <br />Z_ Z <br />C� w <br />O PROJECT NO: W <br />J 2021.003505 <br />O u- <br />Z DRAWN: O <br />U LDG o <br />CHKD: MJP W <br />x <br />w w <br />Q U <br />Q� cn <br />`��•��`�� M LAN, •,, W <br />ENS�.;4 Z <br />ww Z MAdned b Q <br />z :* <br />,.: <br />S <br />W `H'..P •� <br />Z ��F435... z <br />&1 <br />— <br />cn Q <br />O 03-23-2021 0 <br />I= w <br />U REVISIONS: <br />U_ I­_Q No. Description Date W <br />U) J <br />— _ Q <br />>- U <br />C� U) <br />O i— <br />z z <br />= o <br />U <br />w <br />I— <br />X <br />W ST=5 <br />W <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />