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DOOR JAMB REFER 1X4 1/2" DRYWALL <br />( <br />1/2" DRYWALL DOOR JAMB REFER <br />DOOR JAMB (REFER 1 X 4 ( <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 TO SHT. SDW2-K1 <br />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 <br />1 X 4 <br />1 X 4 <br />#5 REBAR (TYP,) <br />♦ ' <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"� X 3" LONG FURRING 3/16' 0 X 3-1/2 LONG <br />TAPCONS(TYP,) <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 STAGGEREDLL11x8 <br />STAGGERED @ 16" <br />X8 <br />♦ <br />' <br />BLOCK@ SPACING „ <br />1 DETAIL <br />1X8 P.T. STAGGERED @ 16" O.C. <br />O.C. 2-ROWS INTO 2-ROWS INTO <br />PER MANUFACTURE <br />MASONRY THROUGH _1 /2" DETAIL MASONRY THROUGH <br />3 <br />�� <br />DETAIL <br />j TD. 90° HOOK (TYP.) <br />STD. 90^ ♦ �I <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & CHORD, AND <br />1x4 P.T. & ix8 P.T. 1x8 P.T. & 2x8 P.T. <br />FILL SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />NAILS 10 R <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. <br />3/16 x 3 -1/2 DOOR JAMB (REFER <br />X 4 1/2" DRYWALL <br />Lill1 <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. DETAILS <br />JOIST TYPICAL <br />FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 <br />FURRING <br />2X8 P.T. WITH 3/16"0 X 3" <br />' +2Ll <br />- <br />NOTC F.� FIRST COURSE <br />USP HGAM10 @ 12" O.C. w/4-SDS <br />1/4xl 1/2" SCREWS INTO BAND <br />2x P.T. AS REQ'D <br />LONG TAPCONS <br />2X8 P.T. STAGGERED @ 16" O.C. <br />I <br />� <br />♦ <br />JOIST & (4) 3/16"x1-3/4" WEDGE <br />BOLTS K.O. BLOCK <br />2x DETAIL <br />2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL <br />+5A <br />NOTCH WEB AT THE ' <br />FIRST 2 COURSES <br />♦ <br />INTO <br />411* <br />BUILDOUT a@ OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION <br />KHSCALE: <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />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 3 1/4" TAPCON (1 1/4" MIN. <br />A <br />-A <br />= 1890 # FOR 2 STRAPS <br />FILL 1st COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />SOLID W/GROUT <br />n 2'-0" <br />8" <br />1-PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. &BUCK <br />\j <br />1/4" x 31/4" TAPCONS <br />USP RT16M W/ (8) NA11 NAILS & (6) 4" x 24 <br />.tl <br />BLOCK HEADER <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 />2 x 8 45' DIAGONAL <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />(4) 4' X 1 4" WEDGE BOLTS [ (1) STRAP =1225 # <br />' <br />�. <br />BRACE(S) (2)x 8 BRACE/1BL G. <br />INSIDE TO ALLOW FOR INSULATION <br />(2) STRAPS 2450#]) <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. a <br />SCRIBE (NOTCH) <br />FACE OF ARCH W/ (3) 10d NAILS <br />1 <br />BACKSIDE TO FIT ARCH 2x8 <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERHAN �` ..� . .: :• <br />CONNECTW/8dNAILS BRACENBLKG.NTO <br />N.T.S. <br />i' <br />INSTALL WDW. SCREW ANCHOR 2 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 <br />PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL <br />(NTS) <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <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 Z-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. RAID. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />xO (2) 10d NAILS @ 8" O.C. <br />ARCH DETAIL <br />J <br />WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" <br />Ai yj TO TRUSS TOP CHORD <br />SCALE: N.T.S. <br />SS <br />O.C. 12 <br />+ <br />+ �FN <br />+ C'Th PLYWOOD SHEATHING <br />�- �� �- �1 <br />1 0 5 0 <br />JACK TRUSS PROVIDED BY SEE <br />+ <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ + <br />AlLf INISH FLO <br />2 <br />x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + BLOCKING AS <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B_B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />1/4 MAX EMBEDMENT INTO .) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />° ° t, <br />BAR <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />2'-0" 8" <br />(5) -12d NAILS <br />TRUSS + + SOFFIT <br />+ <br />' °D. ° 10" •i 1> ° ° <br />is <br />CENTE#5 <br />W/ <br />1 X 4 FURRING <br />BLKG. & BUCK <br />2X6 TO 2X4 USP RT3A <br />2X4 SYP . ®s <br />rb 9 H <br />o ° ' <br />' <br />N TOPRED <br />o <br />, <br />KNOCKOUT / c'"i <br />EACH TRUSS <br />, ,' <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 />CONNECTOR °� ° <br />— D <br />MONO FOOTING p ° <br />•' e" <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />CONT. W/ (3) <br />12d NAILS <br />SIZE AND REINF. PER PLANJACK <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />SEE LINTEL <br />7 <br />AND SECTION DETAILS -I <br />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 />° <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 />.> • <br />DIRT ? <br />z <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />LINTEL <br />° <br />oPRECAST <br />°�HOOK <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN r ffANDARD <br />N <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4%" 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 />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />.• .�� • ,I" , It,, <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL <br />EQUAL <br />. . <br />4' MAXRAID. <br />WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" <br />•; <br />OSB INTO 2 x 8 <br />O.C. <br />ilk <br />ANCHOR INTO ARCH BLKG. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />B-B <br />ARCH DETAIL K <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSION M <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING <br />—'— <br />SCALE: N.T.S. SS <br />SCALE: 3/4" = 1'-0" SS <br />SCALE: 3/4" = V-0" SS <br />SECTION DETAILS <br />SCALE: 3/4" = V-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 />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />REINFORCING. PROVIDE LOWER <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 />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 />#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 />} <br />z EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING <br />( <br />REINFORCING <br />COVER 61-011 <br />5" EMBEDMENT & 3" MIN. ` <br />O <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />F F <br />g FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />EDGE DISTANCE <br />wo v NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />° <br />o p u <br />w a A <br />REINFORCING AS FOLLOWS: <br />* <br />SEALANT <br />I11= _ ��' <br />— — —r <br />PLACE LOWER HALF OF MORTAR IN BED INT. D NOT FURROW. <br />JO o U ROW. <br />o e —I I �I I I--�(f—LI III- <br />k' <br />H-1 <br />* PRESS PANEL REINFORCING INTO PLACE. <br />- <br />< ° = <br />6" MIN. LAP SPLICE W/ <br />— TTT <br />—1TI-1 I I-1 I F <br />o ° I �I r <br />c, #5X6 EMBEDDED INTO <br />— EXISTING FOOTING <br />2-#5X6' IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />— <br />—III I <br />_ = r <br />¢ - <br />cn <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />- <br />° .; <br />c 7T1 � I I—� <br />N <br />�[ <br />„ <br />DRILL 3/4 X6 MIN, HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT <br />GRADE o. <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6 MIN. LAP <br />p <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />04 ° ' •p <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 />r c <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />, ° <br />a <br />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 />16" MIN. COVER EA. WAY <br />A SECTION <br />I) 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 />j 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 FILLED CELL DETAIL <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <br />SCALE: 3/4" = V-0" <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 />(D <br />Z M <br />0 <br />Z <br />Q <br />tl. <br />Z <br />O <br />p <br />'U — <br />0 c <br />E <br />C) <br />Vi = <br />o <br />o CO <br />U <br />W <br />i— E <br />— U <br />(DM <br />c c0 Cl) <br />N :O M <br />O O <br />ai <br />I U l CD <br />O <br />s IL ap <br />:300 <br />p Y <br />(~ y <br />¢m <br />O d <br />Q0. o <br />AN. <br />CCB.D C <br />` <br />S 1 <br />to <br />N <br />RX�`�``��� <br />SS <br />o <br />va .,.• o <br />Iu <br />N <br />C b <br />N <br />r <br />VL t <br />c' <br />� . <br />jt <br />E <br />�. '� <br />w, <br />El <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 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 />0 <br />Z <br />O a� n <br />O <br />/—� M O i <br />M <br />a V (U_ L0 <br />a U) <br />Q LL <br />ice V a.00) <br />§ <br />Z � <br />WJ C:) <br />oZ <br />to <br />3u0 <br />Z. <br />U Z O O <br />r' -" � U <br />Z Lu w DQQ <br />Z Z <br />`C20� J <br />a O n <br />�c8 <br />U��o <br />� <br />W <br />oN <br />ZZ <br />0 <br />z U <br />�/ <br />5 <br />Q <br />a <br />0 <br />"a <br />,� <br />V <br />2 <br />(u <br />Lf <br />Lu <br />> � <br />O <br />o <br />a <br />Q <br />Y <br />.z <br />w <br />CUC�m <br />N <br />` <br />baoa <br />Z W ' J <br />QQ� <br />Q <br />0 <br />0 <br />Z <br />ri <br />Wa,�o <br />w <br />W <br />J <br />L n <br />r1 <br />di <br />Z <br />LI_I <br />¢ <br />Z�z <br />j a o <br />v O z U <br />< 8 <br />�Ovi <br />Z <br />o <br />m <br />_ <br />¢z <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />SS <br />