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3 <br />04 <br />M <br />W) <br />I <br />3 <br />t2 <br />0 <br />0 <br />J <br />M <br />LO <br />I <br />rn <br />rr <br />q) <br />v <br />i <br />C <br />3 <br />a <br />0 <br />ip <br />G <br />v <br />c <br />i <br />Ef <br />0 <br />U <br />-1 <br />U <br />y <br />i <br />a <br />0 <br />LZ <br />N <br />c <br />0 <br />a <br />rn <br />N <br />S <br />cCn <br />Cn <br />3 <br />rn <br />v <br />1x4 1/2" DRYWALL <br />1/2" DRYWALL DOOR JAMB REFER <br />DOOR JAMB (REFER 1x4 ( <br />1x4 1/2" DRYWALL <br />, UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER <br />TO PRODUCT P.T. <br />TO PRODUCT TO PRODUCT <br />APPROVAL FOR CONN. <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. 1x4 <br />1 X 4 <br />#5 REBAR (TYP, <br />` ) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />1 x4 P.T. <br />3-1/4" LONG X 3/16"0 FURRING <br />3/16"0 X 3" LONG FURRING 11 <br />ROWS 3/16 x <br />FURRING <br />#5 REBAR <br />� <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12' O.C. FIELD <br />@ <br />O. BOTTOM PLATE W/ 8d 4 <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCONS T O.C.(T,P) <br />STAGGERED @ 16" TAPCON @ 16 .C. & 4 <br />2X8 <br />0 <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 />41 <br />`�`i'D. <br />JOIST <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE <br />MASONRY THROUGH �� <br />1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS <br />3 <br />�� <br />DETAIL <br />STD. 90^ ` <br />90- HOOK (TYP.) <br />@TOP & TTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />FILL SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT, <br />3/16" x 3 -1/2" <br />TAPCON 16" <br />1x4 P.T. DOOR JAMB (REFER <br />TO PRODUCT <br />'" J/ 4%; <br />Q <br />ALS EAT PLATE <br />O.C. & 4" FROM <br />DOOR JAMB (REFER <br />1/2" DRYWALL <br />No <br />t[B <br />EACH END W/ MIN <br />APPROVAL FOR CONN. <br />TO PRODUCT <br />1x4 <br />P SHEATHING TO <br />DOOR JAMB (REFER <br />TO PRODUCT 2" EDGE DIST. <br />APPROVAL FOR CONN. 2x8 P.T.w/ (2) ROWS 3/16" <br />` <br />TTOM OF BAND <br />IST TYPICAL <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 />1x4 <br />—i <br />' <br />TAPCON 16" O.C. & END w/ MIN. 2" EDGE DIST. <br />FURRING <br />+2NOTC <br />@FIRST COURSE <br />MPSON HGAMIOKTA 12" O.C. <br />°�@ <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <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 />2x8 <br />' <br />` <br />INTO BAND JOIST & (4)1/4' 3/4" <br />2x DETAIL <br />2 1/4" DETAIL STAGGERED @ 12" O.C. 3-1/41' DETAIL <br />+5^ L L <br />NOTCH WEB AT THE ' <br />FIRST 2 COURSES <br />` <br />TITEN INTO K.O. BLOCK <br />BUILDOUT 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 />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 = 805 # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />A_A <br />= 1610 # FOR 2 STRAPS <br />FILL 1stt 4 OU <br />• '•, 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4' MAX <br />2'-0" <br />8" <br />Soup <br />" :.. r <br />1 PLY PRE-ENGINEERED TRUSS <br />•! <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)1/4"x1 1/2" SDS <br />1/2" DRYWALL — * <br />SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS <br />-- <br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d <br />8d NAILS AT 8" O.C. AT BUCK <br />SINKERS AND (7)1/4"x21/4" 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 1/2" " <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 I RECORD FOR <br />FURTHER INSTRUCTIONS. <br />• . <br />SCRIBE (NOTCH) <br />OF RCH W/ (3)10d NAILS <br />. • <br />OVERHANG <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />AT EA. ENDFACE <br />RETROFIT TRUSS DETAIL <br />•� <br />CONNECT W/ 8d NAILS BRACE/BLKG. <br />N.T.S. <br />�* <br />INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />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 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 3/4" 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 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 />J 4 MAX. RAD. <br />w/ <br />x 0 <br />�FRygN TO TRUSS TOP CHORD <br />MIN. 4" EMBEDMENT AT 16'ITEN O.C.(CENTERED) <br />cEN� <br />11 tf <br />1-05 -O <br />SCALE: N.T.S. <br />SS <br />12 <br />+ + Ty PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY <br />+ <br />TRUSS COMPANY OR PLAN <br />2X6 #2 SYP @ 24" O.C. <br />+ + <br />+ + <br />INISH FLO <br />2 x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ BLOCKING AS <br />+ <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />ROOF SHEATHING ATTACHED <br />REQUIRED <br />D D <br />EMBEDMENT INTO ) <br />PER NAILING SCHEDULE ALL <br />TO PORT <br />° <br />D <br />!4" MAX <br />e <br />2'-0 8 <br />TRUSS + SOFFIT <br />+ <br />° o U e p #5 BAR <br />D <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ <br />p 10� ° <br />p ° CENTERED W/ <br />- H <br />BLKG. &BUCK <br />2X6 TO 2X4 <br />2X4 SYP0 <br />' • , <br />D ° <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />o KNOCKOUT / Cv <br />CHAIR BLOCK <br />8d NAILS 8 O.C. AT BUCK 2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />PROVIDE 2 8 DIAG. BRACE BTWN,, <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) <br />CONNECTOR `. • <br />MONO FOOTING • ° D ° ° ° <br />x <br />SIZE AND REINF. PER PLAN <br />VERT. BRACES WHEN HGT. OF --- <br />TAPCON AT EA. SIDE <br />BUCK - (1) WITHIN 4 <br />12d NAILS <br />SEE LINTEL <br />AND SECTION DETAILS <br />BRACE EXCEEDS 24" <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 />CLEAN FILL o <br />2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP 24" O.C. <br />@ <br />ENTER SO IT <br />DIRT <br />TO BE INSTALLED <br />� <br />4'-0"MAX SEE PLAN <br />PRECAST LINTEL <br />° STANDARD o <br />BUILT UP PLWD. BUCK - <br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />° Cv <br />#5 BAR IN 90' HOOK <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 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />START OF ARC <br />4 MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />- <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />� <br />INSTALL WDW, SCREW THRU OSB INTO 2 x 8K <br />O.C. <br />�� \ �- �• � � �- �� a � �- �� \ � �- �• sk <br />ANCHOR INTO ARCH BLKG. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS ARCH DETAIL K <br />B-B <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 />(1) #5 BARS CONT. <br />5/8" DIA. ALL THREAD ROD <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 a. PANEL ) <br />OCCURS <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON "SET" a <br />z0 <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER g _0 <br />EPDXY MIN. 6" EMBEDMENT & ` <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_ '`� NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />U <br />A <br />LU <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />, o o <br />a <br />REINFORCING AS FOLLOWS: <br />I I I —�� <br />< a 1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />� #5x6' EMBEDDED INTO <br />* PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/ <br />> ° <br />z <br />EXISTING FOOTING (2) #5x6' IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />I r <br />Q - <br />(0N FILLED CELL <br />SMOOTH. DO NO FURROW. <br />° n ° <br />DRILL 3/4"x5" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE n. .' o I I <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />C <br />a: <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />NOTE: <br />CV ° ' p <br />\ ` <br />`•" <br />REMAIN FREE OF MORTAR. <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />r <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />° <br />` <br />�4-� <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />° <br />a <br />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 />. <br />16"MIN. COVER EAWAY <br />SECTION <br />A <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 />" <br />RETROFIT FILLED CELL DETAIL <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <br />= <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 />L <br />o <br />r �L, <br />CO O <br />z g <br />Q o <br />[i N <br />� z -a <br />(D o <br />1 <br />TJ <br />W 0 <br />o Q <br />U <br />W ♦- <br />OUl <br />c v) E <br />`V ~ o <br />' o <br />N � <br />�Q <br />� N <br />cD V�1 N <br />W <br />� ��o o � z <br />Z <br />Q > €LL Sz I ° <br />CkLLLNU fn N CJ p- 47 <br />L <br />Zp� ao <br />y:9Erns a <br />WLLNam c Q <br />III 111/, " ❑ ❑ <br />N <br />"4 <br />co <br />• C, L <br />_ <br />e Q <br />• <br />F \.o �, <br />ESS�Qar\�\ <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 />Engineers signature and seal. <br />CDw <br />M <br />y¢ <br />U <br />Z <br />U_ <br />E <br />Wa <br />� <br />>o <br />a. O <br />o <br />�. <br />gO <br />ZO <br />as <br />U0 <br />♦— <br />C)E <br />0a <br />a <br />Ua <br />a <br />N @ <br />i <br />i <br />ao <br />as <br />z <br />mf <br />a <br />Ox <br />U <br />�m <br />oz <br />Z <br />z <br />J <br />�b <br />QW <br />E� <br />> <br />Q <br />< <br />O � <br />zo <br />Q U <br />a <br />Nw <br />W <br />V 3 <br />�o >F <br />a <br />� O <br />> d' <br />W <br />.> <br />N <br />_ <br />L�. N <br />r <br />Q <br />C o <br />N <br />U <br />TZ <br />� <br />C <br />� O <br />V <br />I N M N <br />r <br />T <br />M M N <br />m <br />:3 w n <br />z <br />E an <br />O <br />v :: <br />cc <br />c <br />a. <br />0 0 ¢ o <br />JOB <br />NO: 19-5331 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />