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J <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 BRACE/ BLKG. <br />2 x 8 45' DIAGONAL (4) 10d NAILS INTO <br />BRACE(S) <br />7116" OSI3 CUT HOLE IN O.S.B. FOR <br />ARCH PA <br />BUILT UP PLWD. BUCK NEL <br />POLY -CELL IN THIS AREA <br />SCRIBE (NOTCH) <br />BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />INSTALL WDW. SCREW ANCHOR--/ 2 x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INTO ARCH BLKG. PER ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />�7A <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />ARCH DETAIL <br />SCALE: N.T.S. <br />�s <br />lX4 1/2" DRYWALL <br />DOOR JAMB (REFER-,,, <br />DOOR JAMB (REFER <br />lX4 r_11/2" DRYWALL <br />DOOR JAMB (REFER <br />TO SHT. SDW2-Kl <br />lX4 1/2" DRYWALL <br />1 X 4 "4 u <br />TO SHT. SDW2-Kl <br />P.T.—E <br />TO SHT. SDW2-Kl <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />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 <br />TAPCONS <br />FURRING <br />3/16"0 X 3-1/2" LONG <br />FURRING <br />TAPCON. INTO <br />STAGGERED @ 16" <br />TAPCONS STAGGERED <br />X <br />2X8 <br />BLOCK@ SPACING <br />1 <br />DETAIL <br />O.C. 2-ROWS INTO <br />lX8 P.T. <br />STAGGERED @ 16" O.C. <br />2-ROWS INTO <br />vQ <br />lX8 <br />PER MANUFACTURE <br />MASONRYTHROUGH <br />1-1/211 DETAIL <br />MASONRYTHROUGH <br />311 DETAIL <br />lx4 P.T. & lx8 P.T. <br />lx8 P.T. & 2x8 P.T. <br />3/16" x 3 -1/2" <br />"l <br />N <br />TAPCON @ 16" <br />TA P Co <br />4 FR <br />0 .C. & 4" FROM <br />0 C <br />1 X4 P.T. <br />3/16" x 3 -1/2" <br />DOOR JAMB (REFER <br />lX4 1/2" DRYWALL <br />X <br />DOOR JAMB (REFER <br />EACH END W <br />EACH END W/ MIN <br />DOOR JAMB (REFER <br />TAPCON <br />TO SHT. SDW2-Kl FOR <br />1 FOR <br />TO SHT. SDW2-Kl <br />2" EDGE DIST. <br />2" EDGE DISI <br />TO SHT. SDW2-Kl <br />CONN. DETAIL <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />2'/0 C <br />1 Od @ 12" O.C. <br />lX4 <br />FURRING <br />'l 0 <br />6 X3 <br />2X8 P.T. WITH 3/16"0 X T' <br />2 T ", ,:r <br />x P.T. AS REQ'D <br />L 2X8 P.T. <br />LONG TAPCONS <br />'S <br />STAGGERED @ 16" O.C. <br />2X8 <br />2x DETAIL <br />2 1/4" <br />DETAIL <br />2-ROWS INTO MASONRY <br />3-1/4" DETAIL <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGsrcc <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 BI <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 <br />SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />2'-0" <br />2 x 8 BUCK - CONNECT TO BLOCK <br />WITH 1/4" x 3 1/4" TAPCON (11/4" MIN. <br />EMBEDMENT INTO K.) <br />/4" MAX 21-011 <br />SOLID BLKG. AT TOP BTWN. ARCH <br />BLKG. & BUCK <br />2 x 8 VERT, W/ (2) 1 Od <br />NAILS AT EA. END <br />LEAVE A CUT OUT IN O.S.B. ON TKZ:-:::� <br />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) 1 Od NAILS EQUAL <br />THRU OSB INTO 2 x 8 <br />ARCH DETAIL <br />rK <br />.13-13 SCALE: N.T.S. <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 'IN". 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 />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <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 JOINT. DO NOT FURROW. <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 />SECTION <br />A -A <br />8" <br />1/4" x 3 1/4" 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) 10d 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 />EXPANSION STRIP <br />PROPER INSTALLATION MAX. 8" <br />FILL SOLID <br />CEL <br />BOTH LS <br />#5 REB <br />(Typ') <br />STD. 90� <br />HO OK C <br />- i <br />11L <br />NOTCH WEB AT <br />LL FIRST 2 COURSI <br />FILLED CELL PER <br />FOUNDATION PLAN <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />= 1610 # FOR 2 STRAPS <br />I -PLY PRE-ENGINEERED TRUSS <br />SIMPSON HM9KT wl (4) 1/4"xl 1/2" SDS <br />SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS <br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d <br />SINKERS AND (7) 1/4"x2 1/4" TITEN 2150 #) <br />BOND BEAM OR CAST <br />IN PLACE BEAM <br />RETROFIT TRUSS DETAIL <br />kR <br />YP.) <br />THE <br />:S <br />UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS <br />0 <br />#5 REBAR (TYP) <br />--#fD. 90- HOOK (TYP.) <br />ok <br />NOTC ##B@ FIRST COURSE <br />H <br />H <br />FILLED CELL INSTALLATION <br />SCALE: N.T.S. <br />ss <br />N.T.S. <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />IF TRUSSES USED) W/ (3) #6 X 4%" WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />0 <br />(2) 10d NAILS @ 8" O.C. <br />TO TRUSS TOP CHORD <br />WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" <br />O.C. <br />12 <br />+ <br />+ + <br />7"/&Y PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY <br />SEE <br />+ + <br />TRUSS COMPANY OR <br />2x6 SYP 24" O.C. <br />PLAN <br />+ + <br />+ <br />#2 @ <br />+ <br />+ <br />BLOCKING AS <br />ROOF SHEATHING ATTACHED <br />+ <br />+ REQUIRED <br />PER NAILING SCHEDULE <br />YA/LL <br />TO SUPPORT <br />TRUSS <br />+ SOFFIT <br />% <br />(5) 12d NAILS <br />SIMPSON <br />_.. + <br />2X6 TO 2X4 <br />H2.5A wl (10) <br />2X4 SYP <br />8d NAILS <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL <br />JACK TRUSS PROVIDED BY---/ <br />SCHED. <br />TRUSS COMPANY OR 2x4 <br />z <br />#2 SYP @ 24" O.C. <br />IT <br />PRECAST LINTEL <br />" % % <br />4'-0" MAX SEE PLAN <br />20 ga. PANEL <br />ANCHOR <br />'n'j" <br />1/4" EXPANSION BOLT (2 <br />/4' <br />L <br />9 ga. PANEL <br />PEI <br />PER ANCHOR) <br />ING <br />REINFORCING <br />'F <br />(EVERY OTHER <br />�HE R <br />COURSE) <br />EXPANSION STRIP <br />'7, <br />SEALANT <br />6" MIN. LAP SPLICE W/ <br />REINFORCING PANEL <br />6" MI LAP <br />SPLICE <br />NOTE: <br />< <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 R16C <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />IF TRUSSES USED) W/ (2) #6 X 4%" WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" <br />O.C. <br />( L <br />SECTION @ ENTRY <br />SCALE: 3/4" V-0" <br />1111's-S <br />(1) #5 BARS CONT. <br />TOP WITH MIN. 3" <br />COVER 6-4- <br />16 <br />GRADE ii <br />CN <br />z <br />t> <br />L 16" MIN. <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 />�-F.F. <br />(2) #5 REBAR. MIN. 3" <br />COVER EA. WAY <br />SECTION AT DEEP MONO FOUNDATION <br />SCALE: 3/4" = V-1)" <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX. 4'-0") <br />ON K'm_� <br />SECTION @ ROOF EXTENSI <br />SCALE: 3/4" V-101" <br />� �s <br />QF:r: QW;Z;:T n2 AND <br />FOR <br />SIMPSON HTT4 w/ (18) 10d x 1 <br />1/2" NAILS TO STUDS & (1) - <br />5/8" DIA. ALL THREAD ROD <br />EPDXIED w/ SIMPSON "SET" <br />EPDXY MIN. 6" EMBEDMENT & <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR MISSING MSTAM STRAP <br />SCALE: 3/4"= V-0" <br />>_ <br />w <br />z <br />0 <br />cn <br />< <br />0 <br />ui <br />0 <br />< <br />U- <br />M <br />cn <br />2"x BOT. PLATE W/ (2) 10d @ 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" O.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 1 Od @TRUSS VERT. <br />WEB <br />METAL SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />SIMPSON HGAM 1 OKTA @ 12" O.C. <br />w/ (4) 1/4xl 1/2" SDS; SCREWS <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />RETROFIT FOR MISSING EMBEDDED STRAP <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO <br />FILL 1 st 4 COURSES <br />SOLID W/GROUT <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 11/2" <br />FN_0TE, FOR OVERHANGS LESS THAN 3/4" NO REPAIR REQ'D. <br />11-011 51-01' <br />NISH <br />#5 BAR > <br />.1.0.. CENTERED W1 <br />filit h lot <br />-L2T H42n, IN TOP <br />cl <br />KNOCKOUT/ <br />AP. - <br />A CHAIR BLOCK <br />MONO FOOTING <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS <br />CLEAN FILL <br />DIRT <br />STANDARD C) <br />#5 BAR IN 90r HOOK 04 <br />FILLED CELL <br />IV L lb, v 116, <br />SCALE: N.T.S. <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING SECTION DETAILS <br />SCALE: 3/4" = V-0" <br />OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC- <br />ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <br />EXISTING BOND BEAM. <br />DRILL 3/4"x5" MIN. HOLE SET BAR IN <br />EPDXY CAP TO PREVENT LEAKAGE <br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") <br />#5x6'EMBEDDED INTO EXISTING BOND BEAM <br />FILL CELL FULL HEIGHT W/ <br />NON SHRINK GROUT. <br />#5x6'EMBEDDED INTO <br />EXISTING FOOTING <br />DRILL 3/4"x5" MIN. HOLE <br />SET BAR IN EPDXY <br />I— ­.�f ILI ^^Ll^ <br />SAW CUT <br />SECTION <br />EXISTING FOOTING (A <br />Ql� SCALE: N.T.S. <br />RETROFIT FILLED CELL DETAIL <br />SCALE: N.T.S. <br />N <br />N z <br />N E Z,, <br />6623 <br />= -0 * T <br />V <br />0* OF <br />.0- A <br />A,, <br />oRloN <br />N <br />-)VAlclW-x\x <br />It <br />I., <br />z cc <br />w Z <br />IS <br />-. -z Zn <br />1 <br />� 8 � 1 <br />WZ38 W58<5 cr <br />z< 0� t3 <br />�2 i o <br />�,� - , z - - Ll - o <br />9�-z z <br />WZ,,-- <br />8 E;? 9 2 W -� -, 0 <br />95090- Mozm< <br />c wzHs uj <br />�Qrj <br />ym� w w < <br />-um <br />m r� en <br />00 r-1 N <br />LD r-4 tD <br />mo C4 M LD <br />LIM 00 00 <br />m To -F ;m ;m :m <br />mmm <br />m z mo uj u� uj <br />mm - m <br />mmm 1% < <br />;F <br />mm m" mm Luuj tn_: cwl To -oul m :5 <br />;� <br />w 0 00 = Ne <br />ui Zi Lu Ln <br />0 LL rq Es <br />< UJ <br />z 0 <br />to <br />< <br />< z r, a <br />uj . <br />IA 15 -�q Lu <br />co <br />z 0 <br />C) <br />> <br />c:) <br />Z <br />0 <br />> un cn c:) <br />1­4 m 0 <br />0 4j- N <br />M Ln <br />:2 <br />L_ v- <br />N <br />cu 0 Ln <br />LL_ <br />CL <br />>� � M <br />u fo r_j <br />cl� CL 00 <br />< § E <br />z <br />z C) <br />uj <br />c:) <br />U) <br />ui <br />0 <br />z <br />uj <br />0 <br />SCALE AS NOTED <br />DATE 03-11-2019 <br />SHEET NO. <br />ss <br />