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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 />3/16"0 X 3-1/2" LONG <br />FURRING <br />TAPCON. INTO <br />STAGGERED @ 16" <br />TAPCONS STAGGERED <br />v(g <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 1-1 /2++ DETAIL <br />MASONRY THROUGH <br />++ <br />3 DETAIL <br />1x4 P.T. & 1x8 P.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. DETAIL <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 />21 /4" DETAIL <br />2-ROWS INTO MASONRY <br />.3-1/4" DETAIL <br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />SCALE: N.T.S. SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />EMBEDMENT INTO BILK.) <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" OSBxx <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 ANCHOjm\\-2 x 4 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 />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 <br />it <br />IISOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />2'-0" <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 ) <br />it 21-0" <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 T <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)10d NAILS EQUAL <br />THRU OSB INTO 2 x 8 <br />B-g ARCH DETAIL K <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 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 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)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 />20 ga. PANEL <br />ANCHOR -\ <br />9 ga. PANEL <br />REINFORCING <br />(EVERY OTHER <br />COURSE) <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 />EXPANSION STRIP <br />1/4" EXPANSION BOLT (2 <br />PER ANCHOR) <br />- EXPANSION STRIP <br />PROPER INSTALLATION MAX. 8 <br />FILL SOLID <br />BOTH CELLS <br />#5 REBj <br />(TYP,) <br />STD. 90' <br />HOOK 0 <br />i L <br />1/1 <br />+5A <br />NOTCH WEB AT <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) "' x 24" <br />TAPCONS <br />(IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) <br />1 Od NAILS x 1 ' NAILS AND <br />(4) 4' X 1 T" 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 4%" WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (3) 1/4" X 31/2" 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 />6" MIN. LAP SPLICE W/ <br />REINFORCING PANEL <br />w' 6" MIN. LAP <br />SPLICE 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 />12 <br />SEE <br />PLAN <br />JACK TRUSS PROVIDED BY--/ <br />TRUSS COMPANY OR 2x4 <br />#2 SYP @ 24" O.C. <br />4%0" MAX SEE PLAN <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 31/2" TAPCONS AT 16" <br />O.C. <br />USP RT3A <br />SECTION @ ENTRY L <br />SCALE: 3/4" = V-0" SS <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />W.W.M. AT PERIMETER <br />(1) #5 BARS CONT. WHERE THIS CONDITION <br />TOP WITH MIN. 3" OCCURS <br />COVER 6'-01. I F.F. <br />,. <br />C D . <br />47. <br />gD. 1=1 I I —III —I 11ELI 1 <br />—III—III—I II i- 1 � I <br />.D .D IIMIM11I <br />—III=III= <br />D III — III <br />—I' <br />it,=J_I . <br />GRADE <br />° <br />° <br />M p. <br />r •D <br />° <br />D (2) #5 REBAR. MIN. 3" <br />16" MIN. COVER EA. WAY <br />or <br />SECTION AT DEEP MONO FOUNDATION <br />SCALE: 3/4" = V-0" <br />FILLED CELL PER <br />FOUNDATION PLAN <br />U1 <br />YP.) <br />fHE <br />S <br />x <br />+ <br />+ + <br />+ + <br />+ + <br />+ + <br />+ <br />TRUSS <br />2X4 SYP — <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL- <br />SCHED. <br />PRECAST LINTEL <br />1 IAIAnP`CDTAQI C IAICTAI I TInKI <br />FILLED CELL INSTALLATION H <br />SCALE: N.T.S. �+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) 1Od NAILS @ 8" O.C. <br />TO TRUSS TOP CHORD <br />'TH PLYWOOD SHEATHING <br />BLOCKING AS <br />REQUIRED <br />TO SUPPORT <br />+ SOFFIT <br />+ + <br />+ <br />R <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX. 4'-0") <br />SECTION @ ROOF EXTENSION rm <br />SCALE: 3/4" = V-0" SS <br />QFF CHFFT 112 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 />2"x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED — <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />/—ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d @ 4" <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 />USP HGAM10 @ 12" O.C. w/4-SDS <br />1/4x1 1/2" SCREWS INTO BAND <br />JOIST & (4) 3/16"xl-3/4" WEDGE <br />BOLTS INTO K.O. BLOCK <br />RETROFIT FOR MISSING EMBEDDED STRAP <br />SCALE: N.T.S. <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO <br />FILL 1st 4 COURSES <br />SOLID W/GROUT <br />b <br />a: <br />FOR OVERHANGS BETWEEN OVER 1 1/2" y <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />OVERHANG".* <br />i <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 />V-0" 5'-011 <br />INISH FLOQR <br />° . .. <br />: o D #5 BAR <br />D <br />p 10" p D n CENTERED W/ <br />.DI: ° IN TOP o <br />KNOCKOUT/ ?N <br />CHAIR BLOCK <br />MONO FOOTING _ D <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS -I <br />CLEAN FILL <br />DIRT z <br />° STANDARD c <br />P #5 BAR IN 90' HOOK N <br />• . <br />FILLED CELL <br />j�-e V �e <br />se <br />SIX <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING SECTION DETAILS <br />SCALE: 3/4" = V-0" <br />VOTE: IF RETROFIT FILLED CELL CONDITIONS <br />=XCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD <br />-OR ADDITIONAL INSTRUCTION. <br />- <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 />} <br />z <br />EXISTING BOND BEAM <br />0 <br />a <br />� <br />FILL CELL FULL HEIGHT W/ <br />0 <br />J <br />NON SHRINK GROUT. <br />w <br />U <br />a <br />A <br />a <br />� <br />1 <br />g <br />v <br />z <br />5X6'EMBEDDEDINTO <br />g <br />EXISTING FOOTING <br />245XV IN CONC. <br />Co <br />N <br />FILLED CELL <br />DRILL 3/4"X6" MIN. HOLE <br />SET BAR IN EPDXY <br />SAW CUT <br />A <br />SECTION <br />EXISTING FOOTING <br />j <br />SCALE: N.T.S. <br />RETROFIT FILLED CELL DETAIL <br />SCALE: N.T.S. <br />VJ <br />= W <br />w <br />W Q <br />Q <br />W CLa <br />p <br />> � <br />zp <br />M <br />N� <br />WOW <br />wC)0 <br />O W. <br />W Z ILL <br />J <br />00 <br />= m <br />_ONZ <br />­W <br />_ <br />H H <br />Q � z o <br />4 <br />_—055 <br />H p� w <br />--I <br />Z <br />i <br />HOwuLL <br />_ <br /><` <br />Cu <br />WpHO <br />Jo <br />}QLo W0 <br />s�It'• <br />QUJ <br />W (DH Q <br />2 J <br />QQ.F <br />(n <br />w <br />=ohm <br />HH <br />SIN' > 0 ^ 0 <br />W L "o 1t u <br />MN m <br />tN U -0 -0 °D <br />M <br />W >✓" Lo <br />:30 u <br />T� _ _Q <br />O � <br />v/ <br />._L UCf <br />Lu S?N c <br />nN V <br />cO <br />"�W V E aS •) <br />V v ^ as <br />,y W!n <br />V W <br />w ~ ¢ it <br />Of O -JU% 0����Ci <br />w <br />of z Ix Z <br />O RJO <br />I.L <br />Q V <br />Q f- <br />Q <br />DOX Z,CyLL <br />Cy ��0 OwOOmzmzZ <br />00 <br />0Z2 C3i <br />U <br />Cy00 <br />O Z <br />��Lu a>zwoZz'� <br />W O H <br />uJ O�WD a <br />W V D a. <br />a o <br />OQ 0 0 <br />2 O Q <br />aQZQQ <br />ILL <br />�¢w <br />0! <br />O <br />O <br />N <br />Z <br />0 I— <br />C/) O <br />0 M O <br />Q � M � <br />M <br /><>- <co <br />Z I— <br />W <br />W <br />J0 <br />0 <br />04 <br />0 <br />N <br />1 <br />4 <br />0 <br />c <br />N <br />o <br />0 <br />> <br />Lo <br />O <br />Z z <br />owO <br />n <br />Q <br />U?ipo <br />~ <br />M <br />/ <br />W <br />VJ <br />W <br />L <br />ZW�Q <br />~Wce <br />Oa <br />= z <br />Q <br />v <br />Z J <br />> <br />�ZZL <br />W 00 <br />Og�W <br />a M <br />U�z <br />. <br />z N <br />�Q0 <br />Z <br />U <br />v <br />g <br />MO <br />W <br />Q <br />z <br />z <br />ss <br />J <br />0 <br />N <br />a <br />Co <br />LAST PLOT <br />DATE <br />May. 23, 17 <br />O <br />STRUCTURAL <br />J <br />i <br />DETAILS-RETRO FIT <br />