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DOOR JAMB (REFER 1X4 1/2" DRYWALL <br />DOOR JAMB (REFER 1 X 4 1/2" DRYWALL <br />DOOR JAMB (REFER <br />TO SHT. SDW2-K1 <br />1 X 4 1/2" DRYWALL <br />TO SHT. SDW2-K1 <br />P.T. <br />TO SHT. SDW2-K1 <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />1 X 4 <br />1 X 4 <br />3-1/4" LONG X 3/16"0 <br />1 X 4 <br />FURRING <br />3/16" 0 X 3" LONG FURRING <br />TAPCONS <br />3116" 0 X 3-1/2" LONG <br />FURRING <br />TAPCON. INTO <br />STAGGERED @ 16" <br />TAPCONS STAGGERED <br />2X8 <br />BLOCK@ SPACING „ <br />1 <br />DETAIL <br />1X8 P.T. <br />O.C. 2-ROWS INTO <br />STAGGERED @ 16" O.C. <br />2-ROWS INTO <br />1X8 <br />PER MANUFACTURE <br />MASONRY THROUGH n <br />1-1/2 DETAIL <br />MASONRY THROUGH <br />3" DETAIL <br />1x4P.T.&1X8P.T. <br />1x8 P.T. & 2x8 P.T. <br />3/16" x 3 -1/2" <br />TAPCON @ 16" <br />O.C. & 4" FROM <br />1X4 P.T. 3/16" x 3 -1/2" <br />DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALL <br />DOOR JAMB (REFER <br />EACH END W/ MIN <br />DOOR JAMB (REFER TAPCON <br />TO SHT. SDW2-K1 FOR <br />TO SHT. SDW2-K1 <br />2" EDGE DIST. <br />TO SHT. SDW2-K1 <br />CONN. DETAILS <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />10d @ 12" O.C. <br />1 X 4 <br />FURRING <br />2X8 P.T. WITH 3/16" 0 X 3" <br />2x P.T. AS REQ'D <br />2X8 P.T. <br />LONG TAPCONS <br />STAGGERED @ 16" O.C. <br />2X8 <br />2x DETAIL <br />2 1/4" DETAIL <br />2-ROWS INTO MASONRY <br />3-1/4" DETAIL <br />BUILDOUT a� OVER SIZE DOOR -WINDOW ROUGH OPENINGS rC <br />SCALE: N.T.S. SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />EMBEDMENT INTO BLK.) <br />1 X 4 FURRING <br />BLOCK HEADER <br />1/2" DRYWALL <br />8d NAILS AT 8" O.C. AT BUCK <br />2 x 8 45" DIAGONAL (4) 10d NAILS INTO <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />7/16" OSB <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <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 />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />ARCH DETAIL J <br />SCALE: N.T.S. SS <br />BLOCK HEADER <br />1 X 4 FURRING <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 x 8 DIAG. BRACE BT <br />VERT. BRACES WHEN HGT. OF <br />BRACE EXCEEDS 24" <br />2 x 8 VERT. BRACE(S) <br />BUILT UP PLWD. BUCK - <br />SCRIBE (NOTCH) BACKSIDE <br />TO FIT ARCH CONNECT W/ <br />8d NAILS <br />INSTALL WDW, SCREW---' <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS <br />1/4" MAX 2'-0" <br />SOLID BLKG. AT TOP <br />ARCH BLKG. & BUCK BTWN.� <br />SECTION <br />A -A <br />8" <br />2 x 8 BUCK - CONNECT TO BLOCK <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />1/4" MAX EMBEDMENT INTO K.) <br />2'-0" <br />SOLID BLKG. AT TOP BTWN. ARCH <br />BLKG. & BUCK <br />2 x 8 VERT. W/ (2) 10d <br />NAILS AT EA. END ,__� <br />LEAVE A CUT OUT IN O.S.B. ON T <br />_y INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />7/16" OSB ARCH PANEL <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />BTWN, OSB ARCH FACES W/ (4) 10d NAILS EQUAL <br />THRU OSB INTO 2 x 8 <br />B-B ARCH DETAIL rK <br />SCALE: N.T.S. SS <br />GLASS BLOCK INSTALLATION NOTES <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 />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />EXTENDS TO SILL. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <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 />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />REINFORCING AS FOLLOWS: <br />PLACE LOWER HALF OF MORTAR IN BED TNT. D NOT FURROW. <br />JOINT. 0 0 U RR 0 <br />PRESS PANEL REINFORCING INTO PLACE. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />SMOOTH. DO NO FURROW. <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />REMAIN FREE OF MORTAR. <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <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.) <br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE <br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />INSTALLATION OF GLASS BLOCK. <br />1/4" x 31/4" TAPCONS <br />—LEAVE A CUT OUT IN O.S.B. ON THE <br />INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />---2 x 8 45 DIAGONAL BRACE AT EA. <br />FACE OF ARCH W/ (3)1 Od NAILS <br />AT EA. END <br />PROVIDE TAPCON WITHIN <br />4" MIN. OF BRACE <br />START OF ARC <br />4' MAX. RAD. <br />SECTION <br />B-B <br />8" <br />EQUAL <br />PROVIDE 2x <br />PROVIDE (2) MIN. CONT. W/ (3) <br />TAPCON AT EA. SIDE 12d NAILS <br />BUCK- (1) WITHIN 4" <br />MIN. OF START OF <br />ARCH <br />START OF ARC <br />4' MAX. RAD. <br />PROPER INSTALLATION MAX. $ <br />#5 REB, <br />(TYP,) <br />FILL SOLID <br />BOTH CELLS <br />STD. 90' <br />HOOK (1 <br />NOTCH WEB AT <br />+5A <br />FIRST 2 COURSI <br />"" ... CAPACITY = 945 # FOR 1 STRAP <br />= 1890 # FOR 2 STRAPS <br />I -PLY PRE-ENGINEERED TRUSS <br />USP RT16M W/ (8) NA11 NAILS & (6) 4' x 24" <br />TAPCONS <br />(IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) <br />10d NAILS x 12' NAILS AND <br />(4) 4' X 1 4' WEDGE BOLTS [ (1) STRAP = 1225 # , <br />(2) STRAPS 2450#]) <br />BOND BEAM OR CAST <br />IN PLACE BEAM <br />RETROFIT TRUSS DETAIL <br />N.T.S. <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />IF TRUSSES USED) W/ (3) #6 X 4Y2" WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" <br />O.C. <br />JACK TRUSS PROVIDED BY <br />TRUSS COMPANY OR <br />2x6 #2 SYP @ 24" O.C. <br />ROOF SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />(5) -12d NAILS <br />2X6 TO 2X4 , <br />EXPANSION STRIP <br />20 ga. PANEL <br />ANCHOR <br />1/4" EXPANSION BOLT (2 <br />9 ga. PANEL 10 <br />PER ANCHOR) <br />REINFORCING <br />(EVERY OTHER <br />COURSE) <br />EXPANSION STRIP <br />SEALANT <br />6" MIN. LAP SPLICE W/ <br />- <br />REINFORCING PANEL <br />." 6" MIN. LAP <br />SPLICE <br />NOTE: <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />`— SEALANT <br />GLASS BLOCK DETAIL <br />GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />JACK TRUSS PROVIDED BY <br />TRUSS COMPANY OR 2x4 <br />#2 SYP @ 24" O.C. <br />12 <br />SEE <br />PLANT <br />FILLED CELL PER <br />FOUNDATION PLAN <br />Q <br />YP.) <br />THE <br />:S <br />WE <br />+ <br />+ + <br />+ + <br />+ + <br />+ <br />TRUSS <br />USP RT3A 2X4 SYP — <br />EACH TRUSS <br />CONNECTOR <br />- // <br />SEE LINTEL- <br />SCHED. <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH —J <br />IF TRUSSES USED) W/ (2) 46 X 4%" WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" <br />O.C. <br />SECTION @ ENTRY L <br />SCALE: 3/4" = V-0" SS <br />(1) #5 BARS CONT. <br />TOP WITH MIN. 3" <br />/ PRECAST LINTEL <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING, PROVIDE LOWER <br />HOOKED DOWEL <br />W.W.M. AT PERIMETER <br />WHERE THIS CONDITION <br />OCCURS <br />COVER 6'4" f F.F. <br />P p p <br />=I I I —I I I 111 ; 111-1 I I <br />I —I I El 11—I I1 <br />P <br />1 I I—III—f 11- <br />1=111=11 I <br />D ° III —I I 1-1 <br />MI 11-1 I I. <br />GRADE D .. D p 1-111 11 - <br />M p <br />z <br />N <br />�D <br />p <br />(2) #5 REBAR. MIN. 3" <br />16" MIN. COVER EA. WAY <br />01 <br />SECTION AT DEEP MONO FOUNDATION <br />SCALE: 3/4" = V-0" <br />I IKIArr`C:DTAQ1 C IAICTAI I TInki <br />FILLED CELL INSTALLATION H <br />SCALE: N.T.S. �_S <br />S <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR O.H. UP TO Z-6" <br />* DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. <br />(2) 1 Od NAILS @ 8" O.C. <br />TO TRUSS TOP CHORD <br />'TN ,—PLYWOOD SHEATHING <br />2"x BOT. PLATE W/ (2) 1Od @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />AND NAILED W/ 8d COMMON @ <br />2X BOTTOM PLATE W/ 8d @ 4" <br />6" J.C. EDGES AND 12" O.C. FIELD <br />O.C., 2 ROWS STAGGERED <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />METAL SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />USP HGAM10 @ 12" O.C. w/4-SDS <br />1/4x1 1/2" SCREWS INTO BAND <br />JOIST & (4) 3/16"xi-3/4" WEDGE <br />BOLTS INTO K.O. BLOCK <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />•'+.I I� FILL st1RSES <br />W/GROSOLID /GROUT <br />a <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />OVERHAN <br />RETROFIT WALL OVERHANG DETAIL (NTS <br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2' <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. <br />11-0" 5'-011 <br />INISH FLOC( <br />BLOCKING AS <br />REQUIRED ° `> <br />TO SUPPORT ° p <br />o #5 BAR <br />SOFFIT BD, 1.0" o p ° Q. CENTERED W/ <br />°� 90 H c IN TOP o <br />° c t3 KNOCKOUT/ N <br />CHAIR BLOCK <br />-fri -I ° <br />MONO FOOTING �_—I <br />SIZE AND REINF. PER PLAN I I — ° °. <br />AND SECTION DETAILS i <br />SECTION @ ROOF EXTENSION M <br />SCALE: 3/4" = T-0" � <br />GFF .gHPPT n2 AND <br />FOR <br />HTT16 W/ (18) -16d NAILS TO <br />STUDS & (1) - 5/8" DIA. ALL <br />THREAD ROD EPDXIED W/ <br />SIMPSON "SET" EPDXY MIN. <br />5" EMBEDMENT & 3" MIN. <br />EDGE DISTANCE <br />RETROFIT FOR MISSING MSTAM STRAP <br />SCALE: 3/4" = V-0" <br />I ° <br />CLEAN FILL <br />DIRT z <br />°. STANDARD o <br />D 90° HOOK N <br />#5 BAR IN <br />FILLED CELL <br />STEMWALL FOOTING SIZE AND <br />MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL <br />SECTION DETAILS <br />SCALE: 3/4" =1'-0" <br />40TE: IF RETROFIT FILLED CELL CONDITIONS <br />=XCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD <br />:OR ADDITIONAL INSTRUCTION. <br />EXISTING BOND BEAM. <br />DRILL 3/4"X6" MIN. HOLE <br />SET BAR IN EPDXY <br />CAP TO PREVENT LEAKAGE <br />#5X6' EMBEDDED INTO <br />m <br />z <br />EXISTING BOND BEAM <br />0 <br />FILL CELL FULL HEIGHT W/ <br />U- <br />W <br />NON SHRINK GROUT. <br />L1J <br />J <br />0- <br />A <br />1 <br />o- <br />0 <br />z <br />#5X6' EMBEDDED INTO <br />g EXISTING FOOTING 2-#5X6' IN CONC. <br />N FILLED CELL <br />DRILL 3/4"X6" MIN, HOLE <br />SET BAR IN EPDXY <br />SAW CUT <br />EXISTING FOOTING A SECTION <br />j SCALE: N.T.S. <br />RETROFIT FILLED CELL DETAIL <br />SCALE: N.T.S. <br />Q <br />2 w F- <br />� <br />w <br />0 Z <br />Lu <br />IL <br />ti <br />o <br />Wa-W <br />= <br />o <br />w0- <br />Ow <br />O <br />UU <br />W Z m <br />Qw`� <br />m <br />� <br />N Q .. '•s <br />.„ <br />R. x <br />zy` <br />O <br />Co <br />O O <br />yLo <br />L <br />O <br />I— <br />L}z0 <br />F=Ow <br />w <br />I k,' <br />tr z..� <br />w0��x <br />U <br />} Q w <br />m 'j. <br />q" r°P <br />wZ <br />�� <br />w W I- <br />LUU — <br />0 <br />_ w y� <br />w <br />0 <br />2 <br />— 0 <br />_ _ <br />F-I— <br />Z <br />Q <br />W <br />S. 011 U <br />N m <br />Vi <br />Li -000co= <br />M <br />O LL o a� Q <br />i U <br />• v I <br />p N <br />u L.L.I C04 <br />O Evi 9) <br />L <br />a 40 <br />W <br />(�' W <br />OLLI vi wo1- <br />WI-Q w�J �Q§f`zw Z <br />QOg_jCoO�w�LLVo0,�o <br />Q Q V <br />Dox ZLw <br />oC0of§0 oEEoom0z <br />0Zg0DHQ~ <br />O O <br />O z <br />�oD_�zw!_zLL <br />Q W O H- <br />g W p UQ D Q <br />OIr 0 D <br />LL¢ o <br />OQZ� <br />I-Q� <br />I <br />rm� <br />0 <br />N <br />Z <br />0� <br />(n O <br />®i..=MO <br />Q � Co � <br />�w-� <br />Q W Q Lo <br />M <br /><U aoo <br />Z H <br />w <br />W <br />J C:) <br />(o <br />N <br />� <br />C)o <br />04 <br />04 <br />C <br />> <br />' �/ <br />Z Z <br />ZO <br />Wv~> <br />U-jwo <br />0 CL <br />Lo a_ <br />rn <br />0a-mQ <br />WI.-� <br />�� <br />Q <br />=m0Z <br />W <br />(� <br />Z W <br />a <br />>- W <br />�<LZ� <br />LU <br />�ZQHr-. <br />O <br />ILL <br />o <br />Q <br />U <br />a. W <br />Z z <br />. <br />r-1 <br />z <br />Z <br />?Q <br />U <br />O U <br />o <br />CL <br />MM <br />W <br />� <br />Z <br />Q <br />z <br />z <br />w <br />W <br />04 <br />NN <br />O <br />C) <br />LAST PLOT <br />DATE <br />> ,O <br />Oct. 10, 17 <br />STRUCTURAL <br />— J <br />sIDETAILS—RETRO FIT <br />