Laserfiche WebLink
7':cuSign Envelope ID: 330532F8-9941-42ED-849C-09E31E5B197F <br />*11 <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 />E_ <br />TYPICAL ROOF DECK <br />SHEATHING. SEE TABLE 2: <br />WOOD STRUCTURAL PANEL <br />(,y:L�rr.Il�[el:�x�lgll:��ul�►1U� <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 />'/z" 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 />ROOF- <br />CONI <br />U <br />0 <br />2x NO 2 SYP BLOCKING TO FIT TIGHT <br />N <br />BETWEEN TRUSSES, (3)10d TOE -NAIL @ <br />N <br />EACH END, BLOCKING MAY BE OMITTED <br />FOR HEEL HEIGHTS < 9" <br />FOR MISLOCATION Y8 <X<1 k�" <br />� <br />— — — <br />— <br />— — — — <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 />I <br />MIN 19/32' EXPOSURE 1 PLYWOOD RIM @ RAISED <br />FOR MISLOCATION 11 " <X <br />HEEL TRUSSES INSTALLED WITH LONG <br />INSTALL NEW MASONRY TWIST <br />a <br />DIMENSION PERPENDICULAR TO TRUSS END <br />STRAP TO INSIDE FACE <br />g <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 />GENERAL NOTES APPLICABLE TO ALL: <br />MISLOCATED TRUSS ANCHORS <br />BLOCKING NOT SHOWN FOR CLARITY <br />FCORNERS <br />CMU BOND BEAM <br />BOND BEAM REINFORCING <br />AT CORNERS <br />ALTERNATE WALL SECTIONS & TYPICAL DETAILS <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 />POURED CELL w #5 BAR CONT <br />FROM BEAM TO FOOTING <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 />OR 11/4" <br />PER MANUF. <br />3" <br />5" <br />11/2' <br />3 �4' <br />3 7 6 <br />5„ <br />11 ,16 <br />3 3/4" <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 'W DIA. @ 30" O.C. STAGGERED <br />• (2) ROWS %s' 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 />JAMB OR WINDOW, SEE TABLE <br />ABOVE (SHIM AS NEEDED TO <br />PLUMB JAMB, DO NOT EXCEED W) <br />1x— PT NAILER <br />BUILT UP 2x ATTACHED TO MASONRY, (1) PLY <br />1x— OR �d OSB MATERIAL MAY ATTACH TO WALL <br />DRYWALL <br />8" CMU WALL <br />TYPICAL DOORNVINDOW JAMB TO BLOCK <br />(TYPICAL FOR ALL MASONRY OPENINGS, UNO) <br />� O <br />� U <br />LO <br />O O <br />W APEX -C <br />C/) U <br />W N <br />z_ v <br />U) tis <br />m <br />x <br />W <br />W <br />z <br />0 <br />Z tds W N <br />QQ true design studios <br />O <br />J 9000 REGENCY SQUARE BLVD. a) <br />W SUITE 100, JACKSONVILLE, FL 32211 <br />z0 904.821.5200 p <br />to <br />C <br />O <br />� N <br />0 <br />U 04HOHO190N, N <br />L <br />Q <br />a' <br />O <br />J <br />U_ <br />Z <br />} <br />0 <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 />not considered signed and sealed <br />x nd the signature must be verified <br />W .1by a 3rd Party Certificate Authority <br />Qn any electronic copy <br />x LU w <br />m <br />o = Z LU <br />W <br />Z O U) <br />O Q I- <br />W =< O <br />Z <br />W W W <br />O J <br />- W w/ ¢_ <br />H 0 LL <br />F— 0 <br />rLL LL <br />Q ti <br />x <br />Oz <br />J O <br />O 0 <br />z W <br />U Z <br />Abbott Park <br />x la- <br />w w_ <br />a LOT 037-02 W <br />Q _._ J <br />Q <br />U <br />0 <br />0 <br />W <br />PROJECT NO: F- <br />2021.011084 z <br />0 <br />DRAWN: Fn <br />KAS W <br />CHKD. MJP LL <br />O <br />0 <br />0 <br />, JSI114 . E N NSF �W <br />U <br />NO 85166 W <br />� r <br />xram' Z <br />XTAMPEFF435000 .0 Al <br />� <br />C� . <br />N A' <br />09-17-2021 O <br />z <br />REVISIONS: <br />No. Description Date <br />--- W <br />co <br />w <br />W <br />ST <br />Q <br />U <br />H <br />O <br />Z =5 O <br />0 <br />CMU/METAL CONNECTOR ENGINEERING <br />