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DOORJAMB REFER 1X4 1/2" DRYWALL <br />( <br />DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALL <br />MAX. <br />UNACCEPTABLE INSTALLTION <br />8" <br />TO SHT. SDW2-K1 P.T. <br />TO SHT. SDW2-K1 <br />TO SHT. SDW2-K1 FOR CONN. DETAILS <br />PROPER INSTALLATION <br />DO NOT DO THIS <br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS 1 X 4 <br />1 X 4 <br />#5 REBAR TYP,) <br />( <br />ED <br />ATTACHED WALL SHEATHING TO <br />1 X 4 <br />3-1/4" LONG X 3/16" 0 FURRING <br />3/16"� 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 />2X BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCONS STAGGERED <br />STAGGERED @ 16 <br />2X8 <br />(TYP,) <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 />PER MANUFACTURE <br />MASONRY THROUGH 1-1/2" DETAIL MASONRY THROUGH <br />3 <br />�� <br />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 />1 x8 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 />TAPCON @ 16" <br />METAL SEAT PLATE <br />O.C. & 4 FROM <br />1X4 P.T. „ <br />3/16 x 3 -1/2 DOOR JAMB (REFER <br />1 X 4 1/2 DRYWALL <br />NOTE: <br />LAP SHEATHING TO <br />T <br />DOOR JAMB (REFER EACH END W/ MIN <br />DOOR JAMB (REFER TTAPCON TO SHT. SDW2-K1 FOR <br />BOTTOM BAND <br />TO SHT. SDW2-K1 2"EDGE DIST. <br />S11LLila <br />TO SHT. SDW2-K1 CONN. DETAILP/ <br />JOIST TYPICAL <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS 10d @ 12" O.C. <br />1 X 4 <br />FURRING4000 <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) 316vx1S 3N4" WEDGE <br />2x DETAIL <br />2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 <br />/4" DETAIL <br />NOTCH WEB AT THE <br />BOLTS INTO K.O. BLOCK <br />+rJn <br />FIRST 2 COURSES <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />FOUNDATION PLAN 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 <br />UPLIFT CAPACITY = # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />-A <br />=1890 90 #FOR 2 STRAPS <br />FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />SOLID W/GROUT <br />8" <br />1-PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />1/4" x 3 1/4" TAPCONS <br />USP RT16M W/ (8) NA11 NAILS & (6) 4' x 21" <br />BLOCK HEADER <br />TAPCONS <br />1/2" DRYWALL * <br />(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 />2 x 8 45A DIAGONAL (4)10d NAILS INTO <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />(4) 4° X 1 a"WEDGE BOLTS [ (1) STRAP = 1225 <br />BRACES <br />O 2 x 8 BRACE/ BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />(2) STRAPS 2450#]) <br />a .• <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 />IN PLACE BEAM <br />CONTACT ENGINEER OF RECORD FOR <br />SCRIBE (NOTCH) POLY CELL IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />FURTHER INSTRUCTIONS. a .. <br />BACKSIDE TO FIT ARCH INTO 2 x 8 <br />FACE OF ARCH W/ (3)10d NAILS <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERHAN <br />CONNECT W/ 8d NAILS BRACE/BLKG. <br />\_2 <br />N.T.S. <br />INSTALL WDW. SCREW ANCHOR x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />ARCH FACES W 4 1Od NAILS THRU OSB INTO 2 x 8 <br />INTO ARCH BLKG, PER () <br />PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL <br />(NTS) <br />4" MIN. OF BRACE <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR O.H. UP TO T-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 REQ'D. <br />4' MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />k0 10d NAILS @ 8" O.C. <br />�FRygN <br />ARCH DETAIL <br />WALL USE (3) 1/4" X 31/2" TAPCONS AT 16" <br />T <br />TO TRUSS TOP CHORD <br />SCALE: N.T.S. <br />SS <br />D.C. 12 <br />+ <br />+ CR�GTy PLYWOOD SHEATHING <br />11_ O11 51_ O11 <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 31/4" TAPCON (1 1/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ <br />+ REQUIRED <br />EMBEDMENT INTO K.) <br />/4" MAX <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />+ <br />e <br />° >.. <br />' <br />#5 BAR <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />2, 0„ g„ <br />(5) -12d NAILS <br />TRUSS SOFFIT <br />+ + <br />, b . p: ....� <br />b' 10" e D 4 ° ° <br />CENTERED W/ g <br />1 X 4 FURRING <br />BLKG. &BUCK <br />2X6 TO 2X4 USP RT3A <br />2X4 SYP r ®s <br />n ° ' °o 9 H <br />IN TOP o <br />, <br />EACH TRUSS <br />, a .' <br />KNOCKOUT / N <br />8d NAILS @ 8" O.C. AT BUCK <br />CHAIR BLOCK <br />PROVIDE 2 x8 DIAG. BRACE BT <br />2 x 8 VERT. W/ (2)1 Od <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) <br />° <br />CONNECTOR '® <br />_ <br />MONO FOOTING D. <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SIZE AND REINF. PER PLAN <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED By_j <br />SEE LINTEL <br />SCHED. <br />AND SECTION DETAILS -I <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />-I <br />to <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 />CLEAN FILL > e <br />DIRT 6 <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />STANDARD o <br />e'. ° , <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />o 90' <br />#5 BAR IN <br />HOOK N <br />TO FIT ARCH CONNECT W/ <br />8d NAILS <br />START OF ARC <br />IF TRUSSES USED) W/ (2) #6 X 4'%" WOOD <br />FOR OVER HANG <br />FILLED CELL <br />" <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />D <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />.d <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W/ (4)1Od NAILS EQUAL <br />EQUAL <br />WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" <br />THRU OSB INTO 2 x 8 <br />O.C. <br />`" ° °' `" °' '" °' sk <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS <br />B-B <br />ARCH DETAIL rK <br />SECTION ENTRY L <br />SECTION ROOF EXTENSION M <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />SCALE: N.T.S. SS <br />_ <br />SCALE: 3/4 - 1-0' SS <br />- <br />SCALE: 3/4' - 1-0 SS <br />MONO TO STEMWALL FOOTING <br />SECTION DETAILS <br />SCALE: 3/4" = V-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 />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />EXCEED <br />(3) PER PROJECT, CONTACT ENGINEER OF RECORD <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />FOR ADDITIONAL <br />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 />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />REINFORCING. PROVIDE LOWER <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <br />"S" "N". <br />HOOKED DOWEL <br />SEE SHEET D2 AND <br />DRILL 3/4"X6"MIN. HOLE <br />TYPE OR 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 />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 />W.W.M. AT PERIMETER <br />COURSES TO PREVENT THE MORTAR FROM BEING 'SQUEEZED' OUT. <br />1/4 EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />STUDS & (1) - 5/8" DIA. ALL <br />STUDS 8" <br />, <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 />x <br />Z <br />EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING <br />( <br />REINFORCING <br />COVER 6'-0" <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 />Q <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />COURSE) EXPANSION STRIP <br />EDGE DISTANCE <br />0O v <br />NON SHRINK GROUT. <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />°. <br />c v <br />LU a <br />A <br />REINFORCING AS FOLLOWS: <br />=I I—III—� �— <br />¢ U) <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.I=III-I <br />SEALANT <br />—_ — —, I <br />a <br />* PRESS PANEL REINFORCING INTO PLACE. <br />—III —III- <br />v z <br />#5X6' EMBEDDED INTO <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND <br />6" MIN. LAP SPLICE W/ <br />REINFORCING PANEL <br />o ° <br />— — — <br />III —I I- <br />a <br />EXISTING FOOTING <br />2-#5X6' IN CONC. <br />SMOOTH. DO NO FURROW. <br />, ° I I�W I I —I <br />�"'„ <br />FILLED CELL <br />�— - <br />—III <br />DRILL 3/4"X6" MIN HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE ,. ,II I ICI I= <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6' MIN. LAP <br />p. <br />O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />c., <br />REMAIN FREE OF MORTAR. <br />NOTE: <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 />;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 />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 <br />BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />" MIN. COVER EAWAY <br />16. <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 <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 =1-0 <br />„ <br />SCALE: 3/4 = 1-0 <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />SCALE: N.T.S. <br />INSTALLATION OF GLASS BLOCK. <br />O <br />Z M <br />0 <br />z <br />Q <br />J <br />a <br />O <br />cn (D <br />w <br />Q <br />'U — <br />0 w <br />~ <br />0 <br />o 0 <br />U <br />W <br />s— <br />a)M <br />C) f0 M <br />2�M <br />Elm-0 <br />ai <br />Ooo <br />t�00 <br />U -20 <br />00 <br />a <br />(D <br />Y <br />to o <br />tO O 'T <br />Q m <br />0. <br />Q O <br />A1 <br />B D. <br />N C B D C <br />eve <br />to M <br />R <br />f"IGy� <br />Lip <br />a <br />°a <br />of <br />p7.. �•6`wj <br />4 <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 />i <br />O <br />O <br />Z <br />o; l� <br />Inn <br />z <br />> <br />M <br />a -gyp <br />a In rd- <br />(Al 0 <br />HL_LL � <br />z <br />Q <br />� U p- 0000 <br />a <br />z <br />Z <br />W <br />J <br />d' <br />o <br />Wzoo <br />z <br />W m Q W H <br />U1 <br />g- 0 <br />zzz¢U <br />C, <br />zQ�v�Q <br />wla --zw <br />ego a <br />W � J <br />M <br />U <br />o � 0 3:8 Lq <br />W <br />U~aOzOO <br />C:)LUrn <br />=W <br />O <br />3 <br />cV <br />[V <br />Ln <br />O Q <br />uj <br />W000� <br />J°OpWzz <br />E�z <br />Uj a° Z <br />(1) <br />J <br />Lq <br />—< <br />a8LU�0 <br />T� <br />W W O LL Z Q <br />C" a o 0 <br />a x z <br />O W <br />MO <br />J <br />J a Y W <br />aa�� <br />0 <br />M <br />z <br />Z <br />F-, <br />J <br />a <br />SCALE : AS NOTED <br />PLOT DATE : 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />13v22 <br />JOB NO: 17-5171 <br />SHEET NO. <br />SS <br />