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3 <br />c <br />0 <br />0 <br />0 <br />rn <br />t2 <br />M <br />01) <br />00 <br />I <br />i <br />m <br />CD <br />0 <br />0 <br />0 <br />M <br />00 <br />Ln <br />I <br />rn <br />c <br />m <br />v <br />0 <br />a <br />0 <br />O. <br />E <br />F2 <br />E <br />0 <br />_ <br />C <br />c <br />J <br />N <br />N <br />0 <br />15 <br />U <br />0 <br />i <br />a <br />0 <br />t7 <br />0 <br />0 <br />0 <br />d <br />0 <br />0 <br />0 <br />W <br />0 <br />m <br />0 <br />N <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 />, <br />♦ <br />DOOR JAMB (REFER <br />TO PRODUCT P.T. <br />TO PRODUCT TO PRODUCT <br />PROPER INSTALLATION MAX, <br />8 <br />` DO NOT DO THIS <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. APPROVAL FOR CONN. <br />x <br />1 X 4 <br />#5 REBAR (TYP,) <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d 4 „ <br />ix4 P.T. <br />FURRING <br />3/16"� X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" <br />FURRING <br />#5 REBAR ` <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />@ <br />O.C., 2 ROWS STAGGERED <br />3-1l4" LONG X 3l16"� <br />TAPCONS <br />(TYP,) <br />TAPCON. INTO <br />TAPCON @ 16" O.C. & 4" <br />STAGGERED @ 16" <br />2X8 <br />` <br />' <br />BLOCK@ SPACING �� <br />1 DETAIL <br />1x8 P.T. FROM EACH END w/ MIN. <br />O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH <br />1X8 <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS �� <br />3 DETAI L <br />STD. 90^ ` �'I <br />TD. 90° HOOK (TYP.) <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />FILL BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 1Od @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" <br />1x4 P.T. DOOR JAMB (REFER <br />METAL SEAT PLATE <br />TAPCON @ 16" <br />O.C. & 4" FROM <br />TO PRODUCT <br />DOOR JAMB (REFER APPROVAL FOR CONN. <br />1x4 1/2" DRYWALL <br />NOTE: <br />LAP SHEATHING TO <br />EACH END W/ MIN <br />TO PRODUCT <br />DOOR JAMB (REFER <br />2" EDGE DIST. <br />0OIST <br />T PRODUCT <br />APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />` <br />TYPICAAND <br />APPROVAL FOR CONN. <br />x 3-1/2" TAPCON @ 16" <br />(2) ROWS 3/16 x 3-1 /2 O.C. & 4" FROM EACH <br />1x444 <br />" <br />— J / <br />TAPCON 16" O.C. & <br />@ END w/ MIN. 2" EDGE DIST. <br />FURRING <br />NOTC (a) FIRST COURSE <br />SIMPSON HGAM10KTA @ 12" O.C. <br />4 FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />+2„ <br />' - <br />wl (4) 1/4x1 1/2"SDS SCREWS <br />2x P.T. AS REQ'D <br />MIN. 2" EDGE DIST. (2) ROWS 10dx3" <br />2x8L <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />T1TEN INTO K.O. BLOCK <br />2x DETAIL <br />2 1 /4" DETAIL STAGGERED @ 12" O-C. 3-1 /411 DETAIL <br />+5" <br />NOTCH WEB AT <br />FIRST 2 COURSES E <br />\— <br />BUILDOUT @w OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS(CC <br />FILLED CELL PER <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION <br />H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T,S. <br />�s <br />SCALE. N.T.S. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />no SECTIONFOR <br />UPLIFT CAPACITY 1 STRAP <br />W/ 114" x 3 1/4" TAPCON (1 1/4" MIN. <br />A -A <br />_ 16010 #FOR 2 STRAPS <br />FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />;: SOLID W/GROUT <br />2'-0" <br />8" <br />1 PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1/4" x 31/4" TAPCONS <br />BLOCK HEADER ARCH BLKG. &BUCK <br />SIMPSON HM9KT w/ (4)114"x1 1/2"SDS <br />1/2" DRYWALL _-- ._ * <br />IF TRUSS <br />SC2 PLY INSTALL SIMPSON GT2(w/ ( 6)16d <br />8d NAILS AT 8" O.C. AT BUCK <br />SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) <br />;.: •: <br />2 x 8 45" DIAGONAL (4)10d NAILS INTO <br />LEAVE A CUTOUT IN O.S.B. ON THE <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />4 ' <br />7/16" OSB <br />CUT HOLE IN O.S.B. FOR <br />TO BE INSTALLED <br />BOND BEAM OR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER RECORD FOR <br />BUILT UP PLWD. BUCK ARCH PANEL <br />POLY -CELL IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />I <br />FURTHER INSTRUCTIONS. <br />SCRIBE NOTCH <br />()FACE <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8OVERRAN <br />OF ARCH W/ (3)10d NAILS <br />AT EA. END <br />RETROFIT TRUSS DETAILCONNECT <br />L-—]f <br />W/ 8d NAILS BRACE/ BLKG.2 <br />N.T.S. <br />x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB <br />INSTALL WDW. SCREW ANCHOR A ( ) <br />ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />PROVIDE WITHIN <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS A <br />4" MIN. OF BRACE <br />BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" <br />-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 />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF <br />ARCH <br />IF TRUSSES USED W/ 3 #6 X 4'Y2" WOOD <br />) () <br />" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />(2)10d NAILS @ 8" O.C. <br />ARCH DETAIL <br />4' MAX. RAD. <br />(1) SIMPSON(CENTERED) w/ <br />IMPS N 1/ <br />k°�FRyq� <br />TO TRUSS TOP CHORD <br />USN. AT 16'I O C <br />+ ` FNGT <br />, �„ 5r �11 <br />1 - - <br />SCALE: N.T.S. <br />SS <br />12 <br />+ + y PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24 O.C. <br />+ + <br />+ + BLOCKING AS <br />INISH FLO <br />° <br />2 <br />x 8 BUCK - CONNECT TO BLOCK SECTION <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />> o o 4> <br />„ EMBEDMENT INTO ) <br />MAX <br />PER NAILING SCHEDULE <br />ALL <br />TO SUPPORT <br />TRUSS <br />#5 BAR <br />BLOCK HEADER <br />�1/4 <br />SOLID BLKG, AT TOP BTWN. ARCH <br />„ <br />2 0 8 <br />(5)12d NAILS SIMPSON <br />+ + SOFFIT <br />+ <br />°D ' 10, ° ° ° � <br />CENTERED W/ <br />°� 9 H IN TOP <br />1 X 4 FURRING <br />BLKG. & BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />8d NAILS <br />2X4 SYP . , e <br />EACH TRUSS <br />. P ° C:) <br />o KNOCKOUT / N <br />—� CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 8 DIAG. BRACE B <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 />ID <br />x <br />VERT. BRACES WHEN HGT. OF <br />44,9- <br />TAPCON AT EA. SIDE <br />(3) <br />12d NAILS <br />SEE LINTEL <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS -I <br />BRACE EXCEEDS 24" <br />BUCK (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />- o <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />N <br />CLEAN FILL ° ° <br />2 x 8 VERT. BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />DIRT p Z <br />TO BE INSTALLED <br />00, <br />000, <br />2 <br />BUILT UP PLWD. BUCK - <br />PRECAST LINTEL <br />° STANDARD q <br />o 90 HOOK N <br />4'-0" MAX SEE PLAN <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4'Y2" 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. T-0") <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />T MAX. RAD. <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />�, <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />O.C. <br />,,: ,,. �. o o „- �. o a r- �. �. <br />SK <br />ANCHOR INTO ARCH BLKG. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />B-e <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 />SIMPSON HTT4 w/ (18)10d x 1 <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2" ) <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />"SQUEEZED" <br />W,W.M, AT PERIMETER <br />1/2" NAILS TO STUDS & (1) - <br />COURSES TO PREVENT THE MORTAR FROM BEING OUT. <br />1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />#5 BARS <br />ALL THREAD ROD <br />> <br />z <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />PER ANCHOR <br />9 ga. PANEL ) <br />T IN. 3"CONT OCCURS <br />TOP WITH MIN. 3" <br />XIE <br />EPDXIED w/ SIMPSON "SET" <br />EPDXIED <br />o <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS, THE SAME SPACING <br />( <br />REINFORCING <br />COVER 6'-0" <br />EPDXY MIN. 6" EMBEDMENT & <br />< <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />( EVERY OTHER <br />F'F' <br />3" MIN. EDGE DISTANCE <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />U- v <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />O <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />p P"—* o�-�� <br />a <br />A <br />REINFORCING AS FOLLOWS: <br />SEALANT <br />Y. <br />r=�L <br />a <br />a <br />1 <br />PLACE LOWER HALF OF MORTAR IN BED JOINT, DO NOT FURROW. <br />':�`';'.:�;;;':;� <br />C ° �—I I — <br />Pam"—' <br />H � <br />v <br />, <br />#5x6 EMBEDDED INTO <br />PRESS PANEL REINFORCING INTO PLACE. <br />`'. . <br />,` 6 MIN. LAP SPLICE W/ <br />, i <br />�_� <br />z <br />?�. g <br />EXISTING FOOTING (2) #5x6' IN CONC. <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />SMOOTH. DO NO FURROW. <br />REINFORCING PANEL <br />° ° I <br />� <br />`V <br />FILLED CELL <br />DRILL 3/4"4" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />GR A DE o p ,rr� _ <br />SET BAR IN EPDXY <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />NOTE: <br />° <br />CV q <br />`' <br />` <br />REMAIN FREE OF MORTAR. <br />z_ <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />T • o <br />` <br />�-10 <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />° ° <br />4" SAW CUT <br />SPACES, REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />\ <br />' (2) #5 REBAR. MIN. 3" <br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE <br />16" MIN. COVER EA. WAY <br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS <br />BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION <br />R160 <br />/� 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 />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 <br />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 />u� <br />\,LFLJI <br />c� <br />0 <br />D <br />z N O <br />Z W N <br />Q <br />o <br />z Q <br />Q <br />a o <br />Q) � o <br />1 l LL <br />0 <br />rrjj--�� <br />Vi y <br />T L.0 O <br />® a <br />C1 <br />.0 <br />w <br />N <br />U 00 <br />2 e <br />0 3 <br />= <br />II U <br />Cn <br />• <br />®0 <br />0 <br />�m <br />N N <br />v�1 N <br />o� <br />o � N o w <br />Z_ z <br />-tog <br />LU ai 9 i�i'.cw i a <br />Z C \►U►) o <br />LL ".;tu QiN.... <br />CEO <br />V � <br />S O <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. Engineer's signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />A <br />CD <br />CID <br />w <br />z <br />M <br />l - <br />Q S <br />� <br />os <br />aQ <br />E o <br />co <br />_ iQ <br />w= <br />M8 <br />X U <br />Z® <br />UO <br />Z U <br />C:)M <br />(V <br />O ¢ <br />a z <br />o <br />0 <br />< <br />0 ¢ <br />d z <br />1- <br />rp <br />C:O <br />❑ <br />ZZ <br />Y <br />U <br />(=/J OJ <br />m 0 <br />p <br />O 1 <br />Z <br />C,) <br />U, <br />�m <br /><� <br />Q W <br />�� <br />ZZ <br />d() <br />Q <br />p¢ <br />LL <br />�W <br />3 <br />w� <br />�o <br />c0 <br />z ¢ <br />a <br />2O <br />^L1 <br />W <br />o <br />O <br />O <br />O <br />Q <br />C11- <br />C v <br />N <br />rI <br />a)m c <br />O <br />_ <br />o <br />r <br />LO <br />r <br />N O <br />y <br />m <br />M <br />o <br />Z <br />Z <br />c <br />E OQ N <br />(D <br />E - vi <br />� <br />a <br />U � 'ap <br />JOB <br />NO: 19-5893 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />I <br />