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1X4 1/2" DRYWALL <br />1/2" DRYWALL DOOR JAMB REFER <br />DOOR JAMB (REFER —1 X 4 ( <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 />FOR CONN. DETAILS <br />PROPER INSTALLATION MAX. 8" DO NOT DO THIS <br />2"x BOT. PLATE WI (2) 10d @ 6" o.c. <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />1 X 4 <br />1 X 4 <br />#5 REBAR (TYP,) <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />1 X 4 <br />3-1/4" LONG X 3/16" 0 FURRING <br />3/16" O X S LONG FURRING 3/16"0 X 3-1/2" LONG <br />TAPCONS <br />FURRING <br />#5 REBAR <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />2X BOTTOM PLATE W18d @ 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />STAGGERED @ 16" TAPCONS STAGGERED <br />2X8 <br />(TYP,) <br />BLOCK@ SPACING „ <br />1 DETAIL <br />O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. <br />2-ROWS INTO <br />1X8 <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE <br />MASONRY THROUGH ff MASONRY THROUGH �� <br />1-1 /2 DETAIL 3 DETAIL <br />STD' <br />. 90' HOOK (TYP) <br />TOP & BTTM CHORD, AND <br />@ (8) <br />1 x4 P.T. & 1 x8 P.T. 1x8 P.T. & 2x8 P.T. <br />FILL SOLID <br />BOTH CELLS <br />HOOK ITYP.) <br />FACE NAILS 10d @ TRU5S VERT. <br />WEB <br />3/16" x 3 -1/2" <br />TAPCON @ 16" <br />METAL SEAT PLATE <br />O.C. & 4" FROM <br />1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALL <br />NOTE: <br />LAP SHEATHING TO <br />DOOR JAMB (REFER EACH END W/ MIN <br />DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR <br />BOTTOM OF BAND <br />TO SHT. SDW2-K1 2" EDGE DIST. <br />TO SHT. SDW2-K1 CONN. DETAIL <br />JOIST TYPICAL <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS 10d @ 12" O.C. <br />/ <br />1 X 4 <br />FURRING <br />2X8 P.T. WITH 3/16"0 X 3" <br />t2a <br />NOTC @FIRST COURSE <br />USP HGAM10 @ 12" O.C. w/4-SDS <br />LONG TAPCONS <br />1/4xl 1/2" SCREWS INTO BAND <br />2x P.T. AS REQ'D <br />2X8 P.T. STAGGERED @ 16" O.C. <br />2X8 <br />- <br />JOIST & (4) 3/16"x1-3/4" WEDGE <br />2x DETAIL <br />21 /4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL <br />:L <br />k <br />NOTCH WEB AT THE <br />BOLTS INTO K.O. BLOCK <br />±5 <br />FIRST 2 COURSES <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />FILLED CE <br />FOUNDATIONPuw <br />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. 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 />( <br />A -A <br />=1890 # FOR 2 STRAPS <br />FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'-0" <br />8" <br />1-PLY PRE-ENGINEERED TRUSS <br />soup wrGRour <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1/4" x 3 1/4"TAPCONS <br />USP RT16M W/ (8) NA11 NAILS & (6)" x 2" <br />BLOCK HEADER ARCH BLKG. & BUCK <br />- :.:< :-`~' <br />TAPCONS <br />1/2" DRYWALL * <br />s `; `' :,; (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) <br />10d NAILS x 1" NAILS AND <br />8d NAILS AT 8" O.C. AT BUCK <br />`. - < ='• (4) k X 1 r WEDGE BOLTS [ (1) STRAP =1225 <br />2 x 8 45 DIAGONAL (4)10d NAILS INTO <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />INSIDE TO ALLOW FOR INSULATION <br />"` ` "' <br />:.'' /' .'' : :' (2) STRAPS 2450#]) <br />BRACES <br />O 2 x 8 BRACE/ BLKG. <br />TO BE INSTALLED <br />7/16" OSB <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />BOND BEAM OR CAST <br />IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 1/2" il <br />CONTACT ENGINEER of RECORD FOR <br />' • ' � • • <br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />FURTHER INSTRUCTIONS. ,r'' <br />BACKSIDE TO FIT ARCH NTO 2 x 8 <br />(BRACE/ <br />FACE OF ARCH W/ (3)10d NAILS <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERRAN . <br />CONNECT W/ 8d NAILS LKG <br />N.T.S. <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INSTALL WDW. SCREW ANCHO ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN <br />° <br />RETROFIT WALL OVERHANG DETAIL <br />(NTS) <br />INTO ARCH BLKG. PER 4"MIN. OF BRACE <br />A <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR <br />THRU <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF <br />ARCH <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />START OF ARC <br />IF TRUSSES USED) W/ (3) #6 X 4%' WOOD <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. <br />4 MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />k O NAILS @ 8" O.C. <br />�FRygH <br />ARCH DETAIL <br />J <br />WALL USE (3) 1/4' X 31/2" TAPCONS AT 16" <br />TO TRUSS TOP CHORD <br />TO TR10dUSS <br />SCALE: N.T.S. <br />SS <br />O.C. <br />+ + F/yOT <br />H PLYWOOD SHEATHING <br />1 1-0tr 5r_0rr <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />F12 <br />TRUSS COMPANY OR P� <br />2X6 #2 SYP @ 24" O.C. <br />+ <br />+ + <br />INISH FLO <br />2 x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + BLOCKING AS <br />• <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B_B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />> tp _ <br />Q <br />EMBEDMENT INTO ) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />. I <br />/4" MAX <br />2'-0" 8° <br />TRUSS + SOFFIT <br />• , ,• ► P <br />#5 BAR <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />(5) -12d NAILS <br />+ + <br />•` <br />D' �" • ' <br />CENTERED W/ <br />BLKG. &BUCK <br />2X6 TO 2X4 USP RT3A <br />2X4 SYP . , <br />e • . ° ''► <br />IN TOP Q <br />1 X 4 FURRING <br />EACH TRUSS <br />p d : ' <br />KNOCKOUT / N <br />• <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />2 8 DIAG. BRACE B <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) <br />— <br />.� <br />CONNECTOR �� <br />MONO FOOTING — - ,, �. • ... <br />PROVIDE x <br />SIZE AND REINF. PER PLAN <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />AND SECTION DETAILS <br />BRACE EXCEEDS 24" <br />BUCK - 1 WITHIN 4" <br />() <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />- <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />• <br />.► <br />2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />CLEAN FILL .. <br />DIRT ? <br />z <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK- <br />4'-0" MAXPLAN <br />PRECAST LINTEL %., <br />• STANDARD Q <br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN ! 9r7 <br />r <br />HOOK N <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4M." WOOD <br />FOR OVER HANG <br />FILLED CELL <br />8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />START OF ARC <br />4' MAX. RAD. <br />SCREWS 16" O.C. MAX. OR IF MASONRY4'-0" <br />@ <br />(MAX.( ) <br />�• , . L �• ; L. I• . "L, ; _ . k, <br />_ <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" <br />.%.• <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />O.C. <br />✓ .• ✓ .• • ✓ . • ✓ .• <br />ANCHOR INTO ARCH BLKG. <br />FOOTING SIZE AND <br />PER INSTALLATION DETAILS ARCH DETAIL K <br />B-B <br />SECTION ENTRYSTEMWALL <br />a@ L <br />SECTION @ ROOF EXTENSIONrm_"� <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" =1'-0" <br />GLASS BLOCK INSTALLATION NOTES <br />NOTE: IF RETROFIT FILLED CELL CONDITIONS <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR, <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />FOR ADDITIONAL INSTRUCTION. <br />EXTENDS TO SILL. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />MASONRY WALL. SEE PLAN FOR <br />EXISTING BOND BEAM. <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 />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT <br />20 ga. PANEL <br />MORE INFO <br />SET BAR IN EPDXY <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />ANCHOR <br />HTT16 W/ (18) -16d 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) - 5/8" DIA. ALL <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 />Er EXISTING BOND BEAM <br />Z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER 6�_p" <br />5" EMBEDMENT & 3"MIN. <br />0 <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 />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />°• <br />0 <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />,•. '., : <br />p ; pI> <br />d A <br />REINFORCING AS FOLLOWS: <br />�- <br />LL 1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />�'' ' : - =" °' `'`' SEALANT <br />';� + - '^ `° <br />P' — — <br />a <br />g <br />• PRESS PANEL REINFORCING INTO PLACE. <br />..: <br />5X6' EMBEDDED INTO <br />.. <br />-' 6" MIN. LAP SPLICE W/ <br />p p <br />3 EXISTING FOOTING <br />2-#5X6' IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br /><;.... •.:' : REINFORCING PANEL <br />is <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />, .,; :: ...:. ,...;.. <br />''r:' ..:::> •:,� :.:'...� `: -' ::: <br />p . ° <br />° <br />N <br />DRILL 3/4"X6" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />;•`,` ' ""' }' ' <br />"'` '� �''`'''`��'` <br />� GRADE • >. . - o i <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />°" ::.��.:_; .:..;" " <br />6 MIN. LAP <br />.p <br />g °'2 <br />O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />-" v ` SPLICE <br />NOTE: <br />N ° ' p <br />" <br />REMAIN FREE OF MORTAR. <br />z \ ' <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />r > <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />, ° <br />;4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />\ p (2) #5 REBAR. MIN. 3" <br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE <br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />16" MIN. COVER EA. WAY <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 />rDF SECTION AT DEEP MONO FOUNDATION <br />RETROFIT FOR MISSING MSTAM STRAP <br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. <br />RETROFIT FILLED CELL DETAIL <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <br />SS 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 <br />CD 1 <br />Z S <br />zz <br />J <br />a <br />Z <br />to � <br />cn <br />•� l) <br />U- <br />1! <br />0 w <br />E <br />o <br />t— <br />U <br />n <br />M <br />w <br />c r <br />Q O1 <br />A 1 <br />RD <br />"C"_D' <br />II4J <br />gy�pp/ <br />Z <br />d <br />i <br />LLMZ,, <br />yMy� <br />❑❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />1 <br />O <br />Z r4 <br />o*,r., <br />� M O <br />M <br />a�M Ln <br />Q a LL_ , <br />z <br />Iti V Q. G � <br />Q � <br />z � <br />Wko <br />Z <br />J T <br />J <br />z <br />00 <br />�g0 aU <br />z <br />8 <br />M <br />CD <br />Lan <br />N <br />In <br />o� <br />�3 <br />-0 <br />z <br />a <br />N <br />LU <br />o� <br />> <br />_j <br />iz <br />OC <br />0 <br />en <br />Cn <br />Z <br />LU <br />zCD <br />.. <br />re) <br />Z <br />a <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />1122 <br />JOB NO: 17-4137 <br />SHEET NO. <br />SS <br />