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1X4 1/2" DRYWALL <br />DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALL <br />, UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER <br />TO SHT. SDW2-K1 P.T. <br />TO SHT. SDW2-K1 TO SHT. SDW2-K1 <br />MAX• <br />PROPER INSTALLATION <br />8"00 <br />DO NOT DO THIS <br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS FOR CONN. DETAILS <br />1 X 4 <br />1 X 4 <br />` ' <br />#5 REBAR (TYP,) <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d 4" <br />i X 4 <br />3-1/4" FURRING <br />3/16" 0 X 3" LONG 3/16"0 X 3-1/2" LONG <br />FURRING <br />FURRING <br />#5 REBAR ` <br />6" O.C. AND ILED W/ 8d EDGES AND 02" O.C. <br />@ <br />O.C., 2 ROWS STAGGERED <br />LONG X 3/16"0 <br />TAPCONS <br />(TYP,) <br />INTO <br />TAPCONS STAGGERED <br />STAGGERED @ 16" <br />2X8 <br />` <br />'' <br />BLOTAPCK@ON. <br />BLOCK@ SPACING „ <br />1 DETAIL <br />1X8 P.T. STAGGERED @ 16" O.C. <br />O.C. 2-ROWS INTO 2-ROWS INTO <br />1X8 <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE <br />MASONRY THROUGH 1� MASONRY THROUGH <br />� -1 /2 DETAIL 3 <br />�� <br />DETAIL <br />`STD. <br />^ <br />STD. 90 ` �� <br />90° HOOK (TYP,) <br />@TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. <br />1x8 P.T. & 2x8 P.T. <br />FILL SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" <br />METAL SEAT PLATE <br />TAPCON @ 16" <br />O.C. & 4" FROM <br />1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER <br />1/2" DRYWALL <br />1 X 4]Lill <br />LF <br />:D/ <br />NOTE: <br />LAP SHEATHING TO <br />DOOR JAMB (REFER EACH END W/ MIN <br />TO SHT. SDW2-K1 2" EDGE DISMT. <br />DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR <br />( <br />TO SHT. SDW2-K1 CONN. DETAILSEl/a <br />` <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />10d @ 12 O.0 <br />ffi <br />1 X 4 <br />J <br />FURRING <br />2X8 P.T. WITH 3/16"0 X 3" <br />LONG TAPCONS <br />' +2" <br />NOTC F� @FIRST COURSE <br />USP HGAM10 @ 12" O.C. w/4-SDS <br />1/4x1 1/2" SCREWS INTO BAND <br />2x P.T. AS REQ'D <br />2X8 P.T. STAGGERED @ 16" O.C. 2X8 <br />LNOTCHWEBATTHE <br />JOIST & (4) 3/16"x1-3/4" WEDGE <br />BOLTS INTO K.O. BLOCK <br />2x DETAIL <br />2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1 <br />/4" DETAIL <br />+5" <br />FIRST 2 COURSES <br />BUILDOUT @ OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS GC <br />FILLED CELL PER <br />FOUNDATION PLAN FILLED CELL INSTALLATION <br />H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. <br />INFO SCALE: N.T.S. <br />SCALE: N.T.S. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />SECTION <br />UPLIFT CAPACITY = 945 #FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />A -A <br />= 1890 # FOR 2 STRAPS <br />FILL 1st 4 COURSES <br />EMBEDMENT INTO BILK.) 1/4" MAX <br />SOLID W/GROUT <br />8" <br />1-PLY PRE-ENGINEERED TRUSS <br />Q <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />1/4" x 31/4" TAPCONS <br />USP RT16M W/ (8) NA11 NAILS & (6) x 24" <br />BLOCK HEADER <br />4' <br />TAPCONS <br />1/2" DRYWALL * <br />(IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) <br />10d NAILS x 11" NAILS AND <br />8d NAILS AT 8" O.C. AT BUCK <br />(4) " X 1 4" WEDGE BOLTS [ (1) STRAP =1225 # <br />2 x 8 45" DIAGONAL 4 10d NAILS INTO <br />O <br />LEAVE A CUTOUT IN O.S.B. ON THE <br />, <br />(2) STRAPS 2450#]) <br />BRACES <br />() 2 x 8 BRACEI BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />7/16" OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />POLY -CELL IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />IN PLACE BEAM <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />SCRIBE (NOTCH) <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />FACE OF ARCH W/ (3) 10d NAILS <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERHAN <br />° <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />' <br />INSTALL WDW. SCREW ANCHOR-' x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL <br />(NTS) <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF TO 2'-6" <br />TRUSS AS SHOWN FOR O.H..H. <br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />* DOUBLE 2x4 SCAB FOR TO 4'-0" O.H. <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. <br />START OF ARC <br />IF TRUSSES USED) W/ (3) #6 X 4'/�' WOOD <br />(2)10d NAILS @ 8" O.C. <br />ARCH DETAIL <br />J 4 MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (3)1/4" X 31/2" TAPCONS AT 16" <br />x 0 <br />�FRygN TO TRUSS TOP CHORD <br />SCALE: N.T.S. <br />SS <br />O.C. 12 <br />+ <FjyCT <br />N PLYWOOD SHEATHING <br />1-01� 5�-0° <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24 O.C. <br />+ + <br />+ + <br />INISH FLO QR <br />2 <br />x 8 BUCK - CONNECT TO BLOCK SECTION <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B_B <br />ROOF SHEATHING ATTACHED <br />DAS <br />+ REQUIRED <br />' <br />/4" MAX EMBEDMENT INTO K.) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />+ <br />° ° : P.• <br />#5 BAR <br />„ „ <br />2-0 8 <br />TRUSS + + SOFFIT <br />o <br />►D ° 1.0 ; ° <br />CENTERED W/ <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />5 -12d NAILS <br />() <br />+ <br />°e 9 K Is ° <br />IN TOP o <br />1 X 4 FURRING <br />BLKG. &BUCK <br />2X6 TO 2X4 USP RT3A <br />2X4 SYP . . <br />. > • . ° •' <br />�. <br />KNOCKOUT / c� <br />EACH TRUSS <br />— <br />°a <br />° <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 x 8 DIAG. BRACE B <br />2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) <br />CONNECTOR °�® <br />D• <br />MONO FOOTING i .a e.. <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS -I <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />CLEAN FILL <br />2 x 8 VERT. BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24' O.C. <br />ENTER SO IT <br />DIRT <br />z <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />° ° STANDARD o <br />SCRIBE (NOTCH) BACKSIDE <br />7/16 OSB ARCM PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />; 99 <br />#5 BAR IN <br />HOOK N <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4%" WOOD <br />FOR OVER HANG <br />FILLED CELL . -, - �, . - k" , , -, , <br />8d NAILS <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />It. • . _ ., . ., <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS <br />EQUAL EQUAL <br />4' MAX. RAD. <br />WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />O.C. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />B-B <br />ARCH DETAIL rK <br />SECTION @ENTRY rL <br />SECTION @ROOF EXTENSION M <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING <br />SCALE: N.T.S. SS <br />SCALE: 3/4" = V-0" SS <br />SCALE: 3/4" = V-0" SS <br />SECTION DETAILS <br />SCALE: 3/4" = T-0" <br />GLASS BLOCK INSTALLATION NOTES <br />NOTE: <br />IF RETROFIT FILLED CELL CONDITIONS <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />EXCEED <br />(3) PER PROJECT, CONTACT ENGINEER OF RECORD <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />FOR ADDITIONAL <br />INSTRUCTION. <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />EXTENDS TO SILL. <br />MASONRY WALL. SEE PLAN FOR <br />EXISTING BOND BEAM. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />� <br />REINFORCING. PROVIDE LOWER <br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />HOOKED DOWEL <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <br />SEE SHEET D2 AND <br />DRILL 3/4"X6"MIN. HOLE <br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE <br />EXPANSION STRIP <br />FLOOR PLAN FOR <br />SET BAR IN EPDXY <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT <br />20 ga. PANEL <br />MORE INFO <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />ANCHOR <br />W/ (18) - NAILS TO <br />CAP TO PREVENT LEAKAGE <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />"SQUEEZED" <br />W.W,M. AT PERIMETER <br />STUDS & (1) - 5/88"" DIA. ALL <br />STUDS <br />COURSES TO PREVENT THE MORTAR FROM BEING OUT. <br />1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />#5X6' EMBEDDED INTO <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL PER ANCHOR) <br />(1) #5 BARS CONT. OCCURS <br />TOP WITH MIN. 3" <br />THREAD ROD EPDXIED W/ <br />SIMPSON "SET" EPDXY MIN. <br />Iz <br />zz <br />EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER 6'_0„ <br />5" EMBEDMENT & 3" MIN. <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />( EVERY OTHER <br />F.F. <br />EDGE DISTANCE <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />ILL v <br />NON SHRINK GROUT., <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />O <br />A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />o o u <br />v a <br />REINFORCING AS FOLLOWS: <br />* <br />SEALANT <br />= III —II T <br />1 <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. D NOT FURROW. <br />0 0 U ROW.- <br />PRESS PANEL REINFORCING INTO PLACE. <br />- <br />D a <br />g' _ -� <br />c� ' <br />z <br />#5X6 EMBEDDED INTO <br />* COVER PANEL <br />6 MIN. LAP SPLICE W/ <br />, , �( � <br />T <br />— <br />� � <br />EXISTING FOOTING <br />2-#5X6' IN CONC. <br />REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />SMOOTH. DO NO FURROW. <br />REINFORCING PANEL <br />, :° ��� <br />ITI <br />ai <br />`� ' <br />DRILL 3/4"X6" MIN. HOLE <br />FILLED CELL <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE P. . D rn <br />\ <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />p ° <br />� <br />\ <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />\ <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />"' z <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />T • o <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />, ° <br />b <br />;4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />\ ' (2) #5 REBAR. MIN. 3" <br />EMOVE JOINTS <br />WITH <br />16" MIN.Of COVER EA. WAY <br />W DGTOOL <br />FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS MORTAR.) GLASS <br />BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION <br />R160 <br />A SECTION <br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />EXISTING FOOTING <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />1 SCALE: N.T.S. <br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE <br />SECTION AT DEEP MONO FOUNDATION <br />RETROFIT FOR MISSING MSTAM STRAP <br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS, <br />RETROFIT <br />FILLED CELL DETAIL <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <br />SCALE: 3/4" =1'-0" <br />SCALE: 3/4" = V-0" <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />SCALE: N.T.S. <br />INSTALLATION OF GLASS BLOCK. <br />0 T <br />Z (h <br />o <br />_ <br />zC) <br />U, z <br />Cli C9 <br />w <br />0 °-U <br />E <br />I— <br />o 0 <br />m ti <br />04 <br />U <br />W <br />O <br />C co <br />mmM <br />12 <br />O O N <br />MIf- <br />S U <br />N°^' UW <br />'t FL <br />CO <br /><C o, <br />rn Q o <br />Al <br />BID® <br />1 <br />N CfC <br />i <br />W <br />��,`No �O <br />�W SSE <br />:g'`���� <br />w;LLAone <br />%L <br />�11//j <br />>,O ROFCSS <br />� <br />To the best of the En in e g� g tion, and <br />belief, the structural plans an $$2�1en s contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />it <br />O <br />Z <br />0 1� <br />> U—) <br />M <br />Ur) <br />z <br />a -p <br />d V) L d- <br />V) <br />Q)U� <br />Fa- Q ,� <br />< Q_00 <br />Q <br />E . <br />Z <br />W <br />J � <br />d' <br />J <br />oZ <br />Eo <br />Luo <br />za <br />warms <br />oQ08o <br />ZWW� <br />RZZ <br />�Rofw <br />gzo <br />Qo <br />�Z <br />S <br />Z <br />-a <br />V <br />o <br />a <br />U <br />to <br />('� <br />J <br />W <br />�f <br />r- Ro <br />:. <br />0 <br />J <br />Q <br />Y <br />X <br />L.L.I <br />Wiu <br />a a <br />Z o <br />Q <br /><Z <br />Z <br />Z <br />N <br />CV <br />ooqg <br />Waco <br />�w�� <br />W <br />L: <br />W <br />6¢tit O <br />O � F <br />V <br />� <br />Z <br />Q�Z <br />Z <br />*k <br />m <br />� <br />Z <br />1 <br />J <br />a z <br />O <br />oo <br />g <br />= <br />,--i <br />0- <br />U0 <br />SCALE : AS NOTED <br />DATE : 1 /4/2018 <br />TECH: ERAN D <br />VERSION NO' 2mO <br />SHEET NO. <br />SS <br />