Laserfiche WebLink
L <br />DOOR JAMB (REFER lX4 1/2" DRYWALL <br />DOOR JAMB (REFER 1 X 4 1/2" DRYWALL <br />DOOR JAMB (REFER <br />TO SHT. SDW2-Kl <br />1 X 4 1/2" DRYWALL <br />lX4 11,4 u <br />TO SHT. SDW2-Kl <br />P.,T. <br />P.T. <br />TO SHT. SDW2-Kl <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />X 4 <br />X 4 <br />3-1/4" LONG X 3/16"0 <br />X 4 <br />FURRING <br />3/16"0 X 3" LONG FURRING <br />TAPCONS <br />3/16"0 X 3-1/2" LONG <br />FURRING <br />TAPCON. INTO <br />STAGGERED @ 16" lX8 P.T. <br />TAPCONS STAGGERED <br />STAGGERED @ 16 O.0 <br />2X8 <br />L <br />lX8 <br />BLOCK@ SPACING <br />11' <br />DETAIL <br />O.C. 2-ROWS INTO <br />. <br />2-ROWS INTO <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 />x <br />'61 <br />T AP <br />TAPCON @ 16" <br />Co N <br />C' <br />0 4 FR C <br />O.C. & 4" FROM <br />lX4 P.T.—3/16" x 3 -1/2" <br />DOOR JAMB (REFER <br />1X4 1/2" DRYWALL <br />lAl <br />DOOR JAMB (REFER <br />E ACH END <br />EACH END W/ MIN <br />W <br />DOOR JAMB (REFER TAPCON <br />_Kl FOR <br />TO SHT. SDW2-Kl FOR <br />F <br />TO SHT. SDW2-Kl <br />2 EDGE DISI <br />2" EDGE DIST. <br />TO SHT. SDW2-Kl <br />CONN. DETAIL S <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />10d @ 12" O.C. <br />C <br />lX4 <br />FURRING <br />2X8 P.T. WITH 3/16"0 X 3 <br />"o <br />2x P.T. AS REQ'D <br />.�ysz c, T <br />2X8 P.T. <br />JS <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 OVER SIZE DOOR -WINDOW ROUGH OPENINGS <br />rc—c <br />SCALE: N.T.S. SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 3 1/4" TAPCON ( 11/4" M IN. <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 />5A <br />2 x 8 4 DIAGONAL (4) 10d NAILS INTO \ - <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />7/16" OS B <br />BUILT UP PLWD. BUCK NEL CUT HOLE IN O.S.B. FOR <br />ARCH PA <br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA <br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2X8 <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />Twm n, <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 <br />SCALE: N.T.S. <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 <br />2'-0" <br />SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />2 x 8 BUCK - CONNECT TO BLOCK <br />WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />EMBEDMENT INTO <br />/4" MAX <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 TKfz:::::� <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 />B-B ARCH DETAIL rK <br />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 "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 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 DrAGONAL 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 />81, <br />2-4' <br />EQUAL <br />PROVIDE 2x <br />PROVIDE (2) MIN. <br />TAPCON AT EA. SIDE CONT. W/ (3) <br />BUCK - (1) WITHIN 4" 12d NAILS <br />MIN. OF START OF <br />ARCH <br />START OF ARC <br />EXPANSION STRIP <br />PROPER INSTALLATION MAX. 8" <br />FILL SOLID <br />BOTH CELLS <br />#5 REB, <br />(TYP,) <br />STD. 90 <br />HOOK <br />±5 <br />Ll---NOTCH WEB AT <br />FIRST 2 COURSI <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />= 1610 # FOR 2 STRAPS <br />I -PLY PRE-ENGINEERED TRUSS <br />SIMPSON HM9KT w/ (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 />N.T.S. <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />IF TRUSSES USED) W/ (3) #6 X 4%." 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 />20 ga. PANEL <br />ANCHOR <br />1/4" EXPANSION BOLT (2 <br />9 ga. PANEL PER ANCHOR) <br />REINFORCING <br />(EVERY OTHER <br />COURSE) EXPANSION STRIP <br />SEALANT <br />6" MIN, LAP SPLICE W/ <br />REINFORCING PANEL <br />6" MIN. LAP <br />SPLICE <br />- <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 />FILLED CELL PER <br />FOUNDATION PLAN <br />TIE <br />YP.) <br />THE <br />:S <br />40 <br /># <br />0 <br />4 <br />+ <br />+ <br />12 + <br />+ <br />EE� + <br />S + <br />PLAN + <br />+ + <br />+ <br />+ <br />+ <br />2 <br />PSEEF! <br />N <br />e <br />TRUSS <br />SIMPSON <br />z/ <br />H2.5A W/ (10) — 2X4 SYP <br />8d NAILS EACH TRUSS <br />CONNECTOR <br />SEE LINTEL- <br />SCHED. <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />WOOD <br />IF TRUSSES USED) W/ (2) #6 X 4Y2 <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (2) 114" X 3 1/2" TAPCONS AT 16" <br />O.C. <br />L <br />SECTION @ ENTRY <br />SCALE: 3/4" V-101" <br />IN-, 'sS <br />(1) #5 BARS CONT. <br />rop WITH MIN. 3" <br />COVER <br />6'-0" <br />" * 4o- <br />4� <br />k <br />r <br />41 <br />iRADE 01. <br />z <br />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-0" <br />PRECAST LINTEL <br />UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS <br />o'l, <br />#5 REBAR (TYP,) <br />A00D. 90- HOOK (TYP.) <br />FILLED CELL INSTALLATION <br />SCALE: 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 />DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />(2) 1 Od NAILS @ 8" O.C. <br />TO TRUSS TOP CHORD <br />77& ,—PLYWOOD SHEATHING <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX. 4'-0") <br />BLOCKING AS <br />REQUIRED <br />TO SUPPORT <br />SOFFIT <br />SECTION @ ROOF EXTENSION <br />SCALE: 3/4" V-0" <br />�s <br />-Qr:F: -ZWI=F: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 />IOTCH q*B @ FIRST COURSE <br />4111� <br />1% <br />** 41� <br />CC <br />z <br />0 <br />U) <br />< <br />2 <br />U- <br />Lu <br />0 <br />H <br />SS <br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C. ATTACHED WALL SHEATHING TO <br />3/4" PLYWOOD DECKING GLUED 2X BOTTOM PLATE W/ 8d @ 4" <br />AND NAILED W/ 8d COMMON @ O.C., 2 ROWS STAGGERED <br />6" O.C. EDGES AND 12" O.C. FIELD� <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />NOTE: <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />L <br />N <br />E <br />A <br />C <br />BC <br />Jo <br />SIMPSON HGAM1 OKTA @ 12" O.C. <br />w/ (4) 1/4xl 1/2" SDS SCREWS <br />I <br />INTO BAND JOIST & (4) 1/4"X2 3/4" <br />Tfl <br />TITEN INTO K.O. BLOCK <br />RETROFIT FOR MISSING EMBEDDED STRAP <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO <br />FILL lst 4 COURSES <br />SOLID W/GROUT <br />FOR OVERHANGS BETWEEN OVER 11/2" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />OVERHANAL' <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />FOR OVERHANGS BETWEEN 3/4"TO 1 1/2" <br />NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REQ'D. <br />1 <br />11-011 5-011 <br />INISH <br />SCALE: N.T.S. <br />#5 BAR <br />I? <br />m <br />CENTERED W/ <br />9(y IN TOP r. <br />9 <br />KNOCKOUT/ N <br />=-P �pl <br />CHAIR BLOCK <br />% <br />T�7/11 <br />MONO FOOTING <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS <br />CLEAN FILL <br />DIRT <br />-STANDARD <br />A.% 9 <br />#5 BAR IN ;,*.4' 99 HOOK <br />FILLED CEL <br />J' <br />I ep 't V .9 V V .9 V Ve .9 sk <br />N"- STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING SECTION DETAILS <br />SCALE: 3/4" = V-0" <br />NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, <br />CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <br />EXISTING BOND BEAM. <br />DRILL 3/4"6" 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 34'4" MIN. HOLE <br />SET BAR IN EPDXY <br />I I— EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />IN <br />(2) #5x6 CONC. <br />FILLED CELL <br />.7 <br />4" SAW CUT <br />�A SECTION <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />:,- <br />Lu " cr_ <br />w <br />0: <br />a <br />lzd wo z >_ <br />�E, tz m <br />I o< < Z <br />1 ? �� " 2 to <br />QH ;z -. 'o 2 z- <br />-58 8z 'm <br />�; <br />- <br />0, Z, ID Zn <br />> Z<� <br /><0- <br />cz, z 1-1 _. w <br />'a F- <br />, m �_ .0,22 cn <br />zt;� w 0 8 �- 0- CC <br />ww - M, <br />ww 0 <br />Ix Z Kw->z2z <br />ui <br />UZZ2 <br />z 2 I'l <br />uj > <br />LL Cc c <br />Cc w n < <br />L tL [it <br />w <br />cn r- <br />00 r_q <br />W C4 <br />r14 en <br />Ln 00 <br />Lp <br />Z uj uj <br />vi <br />2 < <br />mm mm uwj t_n: 12% L-jj uj <br />0 <br />z 1= 0 00 3: <br />LLJ —i (IJ 0 <br />0 LL < :2 <br />Z (yi o <br />z _I <br />I U�j 00 <br />_j _j <br />x < Z < uj <br />UJI vi CC <br />z <br />0 <br />> <br />0 <br />0 <br />N <br />0 <br />cu r�, <br />L <br />r) <br />> u <br />U,) M In <br />(n :9 V_ <br />(v _LJ In <br />< t LL 0­% <br />z <br />F-w >� fa <br />U 00 <br />< § E <br />z <br />wz <br />m <br />uj C) <br />C) <br />cn <br />ui <br />0 <br />z <br />< <br />x uj <br />0 <br />z <br />SCALE AS NOTED <br />DATE 01-17-2019 <br />SHEET NO. <br />ss <br />