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- - I <br />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 />FOR CONN. DETAILS <br />MAX 8„ <br />PROPER INSTALLATION DO NOT DO THIS <br />2"x BOT. PLATE W/ 2 10d @ 6" O.C.. <br />( ) <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS 1 X 4 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" 0 X 3" 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 />BOTTOM 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCONS STAGGERED <br />STAGGERED @ 16 <br />2X8 <br />(TYP,) <br />BLOCK@ SPACING 11 <br />1 DETAIL <br />1X8 P.T. STAGGERED @ 16" O.C. <br />O.C. 2-ROWS INTO 2-ROWS INTO <br />1X8 <br />PER MANUFACTURE <br />MASONRY THROUGH n <br />1-1 /2 DETAIL MASONRY THROUGH 3" DETAIL <br />D. 90° HOOK (TYP.) <br />STD. 90^ <br />2x BAND JOIST W/ FACE NAIL 10d <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 />IF <br />FACE NAILS 10d @TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" <br />TAPCON @ 16" <br />METAL SEAT PLATE <br />„ <br />O.C. & 4 FROM <br />1 X4 P.T. <br />3/16 x 3 -1/2 DOOR JAMB (REFER <br />„ <br />1 X 4 1/2 DRYWALLL <br />LJ141 <br />NOTE: <br />LAP SHEATHING TO <br />T <br />DOOR JAMB (REFER EACH END W/ MIN <br />DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR <br />BOTTOM BAND <br />TO SHT. SDW2-K1 2" EDGE DIST. <br />TO SHT. SDW2-K1 CONN. DETAILS31L;0 <br />JOIST TYPICAL <br />FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 <br />10d @ 12" O.C. <br />FURRING <br />2X8 P.T. WITH 3/16"0 X 3" <br />+2„ NOTC @ FIRST COURSE <br />USP HGAM10 @ 12" O.C. w/4 SDS <br />2X8 P.T. LONG TAPCONS <br />2X8 <br />TO BAND <br />2x P.T. AS REQ'D <br />STAGGERED @ 16" O.C. <br />JOIST & (4) 3/R16Vix/1 3N4""WEDGE <br />2x DETAIL <br />2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1 <br />/411 DETAIL <br />NOTCH WEB AT THE <br />FIRST <br />BOLTS INTO K.O. BLOCK <br />+5^ <br />2 COURSES <br />BUILDOUT @ OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />FILLEDCELLPER <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />SS <br />SCALE: N.T.S. <br />SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. <br />INFO SCALE: N.T.S. <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />SECTION <br />A -A <br />UPLIFT CAPACITY = 945 # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />= 1890 # FOR 2 STRAPS <br />FILL 1st4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'- 0" <br />8" <br />1-PLY PRE-ENGINEERED TRUSS <br />SOLID W/GROUT <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1/4" x 31/4" TAPCONS <br />USP RT16M W/ (8) NA11 NAILS & (6) 4" x 2a' <br />BLOCK HEADER ARCH BLKG. &BUCK <br />TAPCONS <br />1/2" DRYWALL * <br />(IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) <br />10d1NAILS x 1j" NAILS AND <br />8d NAILS AT 8" O.C. AT BUCK <br />LEAVE A CUTOUT IN O.S.B. ON THE <br />WEDGE) BOLTS [ (1) STRAP = 1225 # , <br />e. <br />2 x 8 45^ DIAGONAL (4) 10d NAILS INTO <br />INSIDE TO ALLOW FOR INSULATION <br />(2) STRAPS 24 <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />7/16" OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST <br />FOR OVERHANGS BETWEEN OVER 1 112" <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 />FACE OF ARCH W/ (3) 10d NAILS <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERHAN b <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />INSTALL WDW. SCREW ANCHO\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN <br />ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 <br />a <br />RETROFIT WALL OVERHANG DETAIL <br />(NTS) <br />INTO ARCH BLKG. PER 4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />INSTALLATION DETAILS A -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 1 112" <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 2'-6" TO 4'-0" O.H. <br />START OF ARC <br />IF TRUSSES USED) W/ (3) #6 X 4'Y2'WOOD <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REGD. <br />4 MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />X O NAILS @ 8" O.C. <br />�FRygN <br />ARCH DETAIL <br />J <br />WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" <br />TO TRUSS TOP CHORD <br />TO TRUSS <br />SCALE: N.T.S. <br />SS <br />O.C. 12 <br />+ ` <br />+ �/VOTfy PLYWOOD SHEATHING <br />_ Orr 51- Orr <br />L 11 <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ + <br />INISH FLO <br />2 <br />x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ BLOCKING AS <br />e <br />WITH <br />1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />'� <br />o <br />EMBEDMENT INTO K.) <br />PER NAILING SCHEDULE <br />ALL <br />TO SUPPORT <br />e . <br />/4" MAX <br />2-0' 8' <br />TRUSS + SOFFIT <br />+ <br />. • e <br />#5 BAR <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5) -12d NAILS <br />+ <br />p D. 6 e . ° <br />9 H <br />CENTERED W/ <br />BLKG. &BUCK <br />2X6 TO 2X4 USP RT3A <br />2X4 SYP . ®s <br />> • . e 'd <br />IN TOP CD <br />1 X 4 FURRING <br />EACH TRUSS <br />> a . ' <br />KNOCKOUT / N <br />— - ° <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2) 10d <br />CONNECTOR s� <br />- ° <br />PROVIDE 2 x 8 DIAG. BRACE B <br />NAILS AT EA. END <br />PROVIDE 2 MIN. <br />PROVIDE 2x <br />(3) <br />p <br />MONO FOOTING . • > e <br />.o ° <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />1 d NAILS <br />SEE LINTEL <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS <br />BRACE EXCEEDS 24" <br />BUCK (1) WITHIN 4" <br />7 <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 e °. <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 />6 <br />Z <br />TO BE INSTALLED <br />JDIRT <br />140 4'-0" MAX SEE PLAN <br />BUILT UP PLWD. BUCK - <br />PRECAST LINTEL <br />e•'. ° STANDARD b <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />n 90' <br />#5 BAR IN <br />HOOK N <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4YZ" WOOD <br />FOR OVER HANG <br />FILLED CELL ,. <br />8d NAILS <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />START OF ARC <br />4MAX RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />L' <br />. J It ' <br />' ,� <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS <br />EQUAL EQUAL <br />. <br />WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" <br />. L <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />O.C. <br />,, ,• "•, s• • ,,, s• , •,' ,• ,,, ,• Sk <br />ANCHOR INTO ARCH BLKG. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />B-B <br />ARCH DETAIL K <br />SECTION ENTRY <br />a@ L <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" = 1'-0" SS <br />SCALE: 3/4" = 1'-0" SS <br />SECTION DETAILS <br />SCALE: 3/4" = 1'-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 />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />FOR ADDITIONAL <br />INSTRUCTION. <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 />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 />PER ANCHOR <br />9 ga. PANEL ) <br />(1) #5 BARS CONT. <br />TOP WITH MIN. 3" OCCURS <br />THREAD ROD EPDXIED W/ <br />SIMPSON "SET" EPDXY MIN. <br />z <br />EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER 6 <br />5" EMBEDMENT & 3" MIN. <br />O <br />U) <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />-0 F.F. <br />EDGE DISTANCE <br />a <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />w <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />°. <br />O v <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />t, ; t, <br />U a <br />A <br />REINFORCING AS FOLLOWS: <br />` PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />I —I I I=I I I —I IJ—ITI=1 11— <br />° 1=11-_IT_I=ITI=_T7=' <br />a <br />1 <br />p°. _ _II <br />= J <br />v <br />#5X6' EMBEDDED INTO <br />PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/ <br />o I I —I I I-1 <br />EXISTING FOOTING <br />2-#5X6' IN CONIC, <br />" COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />—I I �� i <br />I I W TIT I <br />< =p <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />e o° <br />—III—III <br />N <br />DRILL 3/4"X6" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE P. <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />p <br />g °. <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />N ° <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />co <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />o <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 />X,\ ' (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.00, 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 />(**�D�FSECTIONAT 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 />SS SCALE: 3/4" = V-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 />UI `O <br />zM <br />0 <br />ID <br />a] <br />z (.0 <br />z� <br />Q <br />; <br />� <br />4--J w <br />�_ C)• U — <br />w <br />O <br />m <br />~ <br />E <br />0) <br />to <br />o 0 <br />U <br />W <br />CD M <br />C 07 co <br />f0 'O co <br />—_8 <br />Ooo <br />ai <br />U <br />LLL 00 <br />_ <br />ni <br />W05 <br />C Y <br />a o <br />u7 O ' <br />am <br />CL <br />Qo <br />A1 <br />N C d D C <br />^, ( <br />CD <br />U, *1 <br />iy r• Z <br />10z f, N'_4+ <br />LU <br />9;, , gla <br />CD .r- : <br />W...�'"W <br />To the best of the Engineer's know4, WdNation, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th 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 />i <br />O <br />Z <br />0r� <br />> C:) <br />z <br />r C:) <br />Q�-�p� <br />NUS <br />a <br />Fa- <br />U Q 00 <br />Q � <br />E <br />Z <br />W <br />d- <br />f <br />�xZ <br />W Q <br />m Z F C a <br />z C. <br />U H R, 0 O <br />OO}OVa <br />Z> Q U i Q <br />i�zzZ <br />"gB CR_3 <br />U <br />0403W0 <br />C:)I.-CL <br />U=OSWN <br />M <br />LLJ�W <br />J <br />LPG <br />N <br />tV <br />T! <br />J <br />LU W Q� ° <br />0 <br />Z U <br />LLJ 11 <br />0oZMO <br />-� <br />z <br />\ <br />W <br />Zafo�Z <br />W rS <br />L <br />W Z O O <br />U Q U <br />: <br />u <br />E <br />gH <br />LL$>98 <br />�1 <br />V <br />Uj W 0 u_ Z Q <br />Q W f O <br />� a 0 <br />�- <br />N <br />Q 0 <br />LL <br />NJO¢ <br />O <br />C:)-� <br />Z <br />JLLYW <br />Q <br />z <br />o <br />MLU <br />a LL <br />> <br />O <br />g <br />Z <br />J <br />a <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />1525 <br />JOB NO: 17-5172 <br />SHEET NO. <br />SS <br />