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3 <br />v <br />N <br />0 <br />0 <br />O <br />CO <br />L0 <br />L0 <br />I <br />rn <br />a <br />00 <br />N <br />d <br />CV <br />g <br />J <br />C" <br />00 <br />LO <br />t <br />a� <br />v <br />x <br />Q <br />d1 <br />O <br />i <br />a <br />E <br />E <br />v <br />J <br />N <br />Lz <br />E <br />U <br />E <br />0 <br />vl <br />a <br />i <br />a <br />0 <br />J <br />W <br />L� <br />N <br />t2 <br />oo <br />..U-° <br />a <br />0 <br />rn <br />0 <br />v <br />0 <br />w <br />m <br />0 <br />1x4 1/2" DRYWALL <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER <br />1x4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER <br />TO PRODUCT P.T. <br />TO PRODUCT __ <br />TO PRODUCT APPROVAL FOR CONN. <br />MAX <br />PROPER INSTALLATION <br />8„ <br />DO NOT DO THIS. <br />' <br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN.ATTACHED <br />1x4 <br />1 X 4 <br />` #5 REBAR <br />(TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />WALL SHEATHING TO <br />2X 4" <br />1x4 P.T. <br />3-1/4" LONG X 3/16" 0 FURRING <br />3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2° <br />FURRING <br />(TYP REBAR ` <br />' <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />BOTTOM PLATE W/ 8d @ <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCONS TAPCON 16" O.C. & 4" <br />STAGGERED @ 16' @ <br />2X8 <br />BLOCK@ SPACING „ <br />PER MANUFACTURE 1 DETAIL <br />1x8 P.T. FROM EACH END w/ MIN. <br />O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH <br />1X8 <br />STD. 90° HOOK <br />2x BAND JOIST W/ FACE NAIL 10d <br />MASONRY THROUGH �� 1x8 w/ 2 ROWS 8d NALS <br />1-1 /2 DETAIL O 3 <br />�� <br />DETAIL <br />FILL SOLID <br />1. ` <br />STD. 90^ <br />(TYP.) <br />@TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O,C. <br />BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" <br />TAPCON @ 16 <br />1x4 P.T. DOOR JAMB (REFER <br />TO PRODUCT <br />METAL SEAT PLATE <br />O.C. & 4" FROM <br />DOOR JAMB (REFER <br />1/2" DRYWALL <br />EACH END W/ MIN <br />APPROVAL FOR CONN. <br />TO PRODUCT <br />1x4 <br />LAP SHEATHING TO <br />DOOR JAMB (REFER <br />TO PRODUCT DIST, <br />APPROVAL FOR CONN. 2x8 P.T. w/ (2} ROWS 3/16" <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />APPROVAL FOR CO�42-,'EDGE <br />x 3-1/2" TAPCON @ 16" <br />(2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH <br />1x4 <br />— -� <br />TAPCON @ 16" O.C. & END wl MIN. 2" EDGE DIST. <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />FURRING <br />' +2„ <br />NOTC FIRST COURSE <br />SIMPSON HGAMIOKTA 12" O.C. <br />@ <br />w/ (4)1/4x1 1/2" SDS SCREWS <br />.T. AS REQ'D <br />MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 <br />' <br />` <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />2x DETAIL <br />21 /4" DETAIL STAGGERED @ 12" O.C. 3-1/4" <br />DETAIL <br />±5A <br />NOTCH WEB AT THE <br />FIRST 2 COURSESFILLED <br />TITEN INTO K.O. BLOCK <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />CELL PER <br />PLAN <br />FOUNDATION <br />FILLED CELL INSTALLATION <br />("H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. 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 = # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON 1 1/4" MIN. <br />( <br />A -A <br />-1610 #FOR 2 STRAPS <br />610 <br />:: ' ; FILL 1st4 COURSES <br />EMBEDMENT INTO BLK.) 1/4 MAX <br />2'-0" <br />�•' � SOLID W/GROUT <br />1r <br />1 PLY PRE-ENGINEERED TRUSS <br />it <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1/4" x 31/4" TAPCONS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />F <br />Z8" <br />SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS <br />'. <br />1/2" DRYWALL * <br />SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS <br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d <br />.•: ;.' <br />8d NAILS AT 8" O.C. AT BUCK <br />SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) <br />2 x 8 45' DIAGONAL (4)10d NAILS INTO <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />BRACE(S) 2 x 8 BRACE! BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />7/16" OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 <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 />CONTACT ENGINEER of RECORD FOR <br />FURTHER INSTRUCTIONS. ' • ! ' • '•,�'' � '� •' •« <br />• <br />(NOTCH) <br />SCRIBE NOTCH <br />FACE OF ARCH W/ (3)10d NAILS <br />OVERHAN �' ` ' <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />: .; ,:• <br />'' ' .•.' <br />CONNECT W/ Sd NAILS BRACE/BLKG. <br />N.T.S. <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INSTALL WDW. SCREW ANCHOR ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL NTS <br />INTO ARCH BLKG. PER <br />4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <br />FOR OVERHANGS BETWEEN 314" TO 1 1/2" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF <br />ARCH <br />IF TRUSSES USED W/ 3 #6 X 4'%" WOOD <br />) () <br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL / <br />X O(2) 10d NAILS @ 8" O.C. <br />(f <br />ARCH DETAIL-Yj <br />4 MAX. RAID. <br />USE (1) SIMPSON 112 HD TITEN (CENTERED) w/ <br />TO TRUSS TOP CHORD <br />qN <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ (F <br />+ "pry <br />11-011 6-O° <br />�J <br />SCALE: N.T.S. <br />SS <br />12 <br />+ PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ <br />INISH FLO <br />2 <br />x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + BLOCKING AS <br />° <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B_B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />„ EMBEDMENT INTO K.) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />!4 MAX <br />2'-0" 8" <br />TRUSS + SOFFIT <br />p p A p #5 BAR <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ + <br />p 9 10" a CENTERED W/ g <br />BLKG. & BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP . e <br />p ° °� IN TOP b <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />o Ig . KNOCKOUT / c14 <br />— o CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 8 DIAG. BRACE BTWN,,, <br />2 x 8 VERT. W/ (2) 10d <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ <br />CONNECTOR . ' <br />MONO FOOTING D <br />.-0 <br />PROVIDE x <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />(3) <br />12d NAILS <br />SEE LINTEL <br />SIZE AND REINF. PER PLAN ° <br />_ <br />AND SECTION DETAILS <br />BRACE EXCEEDS 24 <br />BUCK - (1) WITHIN 4 <br />JACK 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 />p <br />2 x 8 VERT. BRACES <br />O <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />CLEAN FILL p ° <br />DIRT ° Z <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN 7 <br />LINTEL <br />STANDARD CDPRECAST <br />° <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />p 907 HOOK iv <br />#5 BAR IN I <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 />BTWN. OSB ARCH FACES W/ (4)10d NAILS <br />EQUAL EQUAL <br />4' MAX. RAD. <br />WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" <br />o ° <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />O.C. <br />^= ,• \ o ^- • 8 � �- ,• o � �- , 4 r- ,. <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 />SCALE: N.T.S. SS <br />SCALE: 3/4" = 1'-0" SS <br />SCALE: 3/4" =1'-0" SS <br />SECTION DETAILS <br />SCALE: 3/4" =1'-0" <br />GLASS BLOCK INSTALLATION NOTES <br />NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <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 />EXISTING BOND BEAM. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />MASONRY WALL. SEE PLAN FOR <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 />DRILL 3/4"x5" MIN. HOLE SET BAR IN <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <br />SEE SHEET D2 AND <br />EPDXY CAP TO PREVENT LEAKAGE <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 />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />ANCHOR <br />x 1 <br />SIMPSON2" <br />MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" <br />( ) <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 />1/2" NAILS STUDS & - <br />NAILHTT4 U S & (1) <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />PER ANCHOR <br />9 ga. PANEL ) <br />(1) #5 BARS CONT. OCCURS <br />L <br />5/$" DIA. ALL THREAD ROD <br />O <br />"SET" <br />z #5x6' EMBEDDED INTO EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />TOP WITH MIN. 3" <br />EPDXIED SIMPSON a <br />o <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />EVERY OTHER <br />COVER 6�_0�� <br />F.F. <br />N. <br />EPDXY MIN. 6" EMBEDMENT & ` � <br />„ <br />� <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 />3 MIN. EDGE DISTANCE <br />v NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />(I <br />°. <br />o <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />p o } n��' <br />w a A <br />REINFORCING AS FOLLOWS: <br />* <br />SEALANT <br />T ) I —I I �I I�,= T <br />`U- a j <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW, <br />o o I I I I <br />g <br />►- <br />P REINFORCING <br />PRESS ANEL TO PLACE. <br />IN P C <br />- <br />n <br />6 MIN. LAP SPLICE W/ <br />L - <br />� D — <br />o II <br />#5x6 EMBEDDED INTO <br />0 Z <br />EXISTING FOOTING (2) #5x6' IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />IT I <br />I <br />Q = <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />p.° <br />` <br />�„ <br />DRILL 3/4"x5" MIN. HOLE <br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT F C B Q <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />— I - <br />o T� <br />GRADE p A' <br />\ <br />SET BAR IN EPDXY fi <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />M <br />\ <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />z <br />`. <br />H) -010 <br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />r 0 t,: • <br />` <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />° <br />, <br />�,a <br />4" 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 BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />16" MIN. COVER EA. WAY <br />A SECTION <br />1) 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" = 1'-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 />0 rnr <br />O <br />f <br />z N O <br />z <br />o_ o <br />M <br />V) z W <br />� � a <br />LL <br />4 V% Y <br />cL3 W o <br />o <br />.O <br />Vj c E <br />�N ZD 2 <br />o <br />� <br />U Co <br />W � <br />�- WT E <br />o 8 <br />= <br />z® <br />CO <br />0 <br />0 <br />�m <br />m <br />N <br />b <br />`/q�� corn y,g <br />d t t <br />Iwo �,e 1, <br />�' C, c, GtF,d�' <br />w <br />N � NI a a <br />. <br />LUCk <br />m <br />h Q . <br />LL I <br />G.3, <br />�el, e S <br />`x r <br />, <br />0 Ya ip <br />�p�•�ty■t6T3 O, <br />u <br />�1 `�E <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />r` <br />M <br />m � <br />o <br />w <br />Z <br />a <br />LL- <br />E <br />= o <br />uj <br />,m <br />z® <br />E <br />_� <br />N <br />O E <br />w� <br />X U <br />o< <br />az <br />U O <br />.0 <br />< <br />gZ <br />o <br />L <br />�O <br />QZ <br />a <br />�w <br />mO <br />W <br />C: <br />u, J <br />Y <br />�� <br /><m <br />M � <br />ZH <br />>z <br />< <br />zw <br />z <br />f/) <br />a 3 <br />Q � <br />Q� <br />0 <br />ZZ <br />g° <br />a <br />nw <br />V <br />wLL <br />< <br />oLL <br />C:) <br />O <br />JW <br />�� <br />a <br />Ova <br />�} <br />z¢ <br />�O <br />a <br />>M <br />^L, <br />W <br />■> <br />IT— <br />C:) <br />C <br />N <br />^Q^ <br />m N <br />i— <br />I� <br />O <br />O <br />�1• <br />V <br />�N <br />T <br />00 <br />N <br />C:)L0 <br />= N °' N <br />LO <br />T <br />C <br />T r D N <br />^ <br />0 <br />o <br />Z <br />z <br />E N <br />a <br />U Q p <br />JOB NO: 19-5899 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />4'� <br />