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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 TO PRODUCT <br />APPROVAL FOR CONN. <br />MAX 8„ <br />PROPER INSTALLATION DO NOT DO THIS <br />' <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />1x4 <br />1 X 4 <br />` #5 REBAR <br />(TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />„ <br />1x4 P.T. <br />LONG X 3/16"0 FURRING <br />" „ <br />3/16 0 X 3 LONG FURRING <br />TAPCONS <br />FURRING <br />#5 REBAR ` <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />2X BOTTOM PLATE W/ 8d 4 <br />@ <br />O.C., 2 ROWS STAGGERED <br />TAPCON. <br />TAPCON. INTO <br />TAPCON @ 16" O.C1/& 4" <br />STAGGERED @ 16" <br />2X8 <br />(TYP,) <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 />PER MANUFACTURE <br />MASONRYTHROUGH �� <br />1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" <br />DETAIL <br />STD. 90" ♦ Ij <br />D. 90° HOOK (TYP.) <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />FILL SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />FMETAL <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />I3/16" x 3 -1/2" <br />x 3 @ 16" <br />TAPCON <br />1x4 P.T. DOOR JAMB (REFER <br />SEAT PLATE <br />O.C. & 4" FROM <br />DOOR JAMB (REFER TO PRODUCT <br />TO PRODUCT APPROVAL FOR CONN. <br />1x4 1/2" DRYWALLI:JL <br />]/[Vo/a <br />L71 <br />NOTE: <br />LAP SHEATHING TO <br />DOOR JAMB (REFER EACH END W/ MIN <br />BOTTOM OF BAND <br />TO PRODUCT DISMT. <br />APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />/ <br />♦ <br />JOIST 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 />1x444 <br />OTEGE <br />— --I <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. <br />FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />FURRINGt <br />I4" <br />' +2 �� <br />NOTC FIRST COURSE <br />SIMPSON HGAM1OKTA @ 12" O.C. <br />w/ (4)1l4x1 1/2"SDS SCREWS <br />..AS REQ'D <br />MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 <br />I <br />♦ <br />— <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />TITEN <br />2x DETAIL <br />21 /4" DETAIL STAGGERED @ 12" O.c. 3-1 <br />/411 DETAIL <br />±5" <br />NOTCH WEB AT THE <br />FIRST 2 COURSES ' <br />INTO K.O. BLOCK <br />411* <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />_E <br />FOUNDATION PLAN 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 />A -A <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />=1610 # FOR 2 STRAPS <br />:. + FILL 1st 4 COURSES <br />EMBEDMENT INTO BILK.) 1/4" MAX <br />2'-0" <br />8„ <br />SOLID WIGROUT <br />1 X 4 FURRING ir SOLID BLKG. AT TOP BTWN. <br />1/4" x 3 l/4" TAPCONS <br />1 PLY PRE-ENGINEERED TRUSS <br />R <br />BLOCK HEADER ARCH BLKG. & BUCK <br />SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS <br />1/2" DRYWALL <br />"— * <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 />r <br />BRACE(S) 2 x 8 BRACE/BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />:. <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 />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA <br />2 x 8 45 DrAGONAL BRACE AT EA. <br />. ;. . <br />BACKSIDE TO FIT ARCH 2 x 8 <br />(BRACE/ <br />FACE OF ARCH W/ (3)10d NAILS <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />CONNECT W/ 8d NAILS BLKG.NTO <br />x 4 SOLID BLKG. FULL WIDTH OF WALL) BTWN. OSB <br />WDW. SCREW ANCHOH\_2( PROVIDE TAPCON WITHIN <br />N.T.S.INSTALL <br />•� .• •+ • F••• <br />INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />4 MIN. OF BRACE <br />INSTALLATION DETAILS A <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />-A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR <br />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 />4' MAX. RAD. <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />x p� <br />FRygN TO TRUSS TOP CHORD <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ �FN <br />1 r—Oil 51-011 <br />SCALE: N.T.S. <br />SS <br />12 <br />+ + Ty 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 x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + BLOCKING AS <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />a o <br />EMBEDMENT INTO .) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />° c <br />„ <br />/4 MAX <br />Z-0" 8° <br />TRUSS + SOFFIT <br />, 0 • . .' o #5 BAR <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN, ARCH <br />(5)12d NAILS SIMPSON <br />+ <br />+ <br />10 <br />p o ° ° CENTERED W/ g <br />BLKG. &BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP . <br />o ° °t> IN TOP <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />o KNOCKOUT / N <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 x 8 DIAG. BRACE B <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) <br />CONNECTOR '� <br />MONO FOOTING _I ' D <br />•D ° ° 4, <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />SIZE AND REINF. PER PLAN <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />AND SECTION DETAILS <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />° ° <br />2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION <br />() <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />CLEAN FILL o ° <br />DIRT D 2 <br />TO BE INSTALLED <br />00, <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />° STANDARD <br />N <br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT, MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN 907 HOOK <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4Y." 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 />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'4") <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />4MAX. RAD. <br />WALL USE (2) 1/4" X 31/2" TAPCONS AT 16"s- <br />�� <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />O.C.Sk <br />�- a �- e e .- o <br />ANCHOR INTO ARCH BLKG. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS ARCH DETAIL K <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSION M <br />REINF. PERLAN AND STEMWALL <br />B B <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 />( ) <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 />9 ga. PANEL PER ANCHOR) <br />OCCURS <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON "SET" 1 <br />z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER 61-0" <br />EPDXY MIN. 6" EMBEDMENT & <br />z <br />(0 <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. W NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />°. <br />0 U <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />p <br />w a A <br />REINFORCING AS FOLLOWS: <br />a j <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />g <br />PRESS PANEL REINFORCING INTO PLACE. <br />#5x6' EMBEDDED INTO <br />z <br />6"MIN. LAP SPLICE W/ <br />e " <br />EXISTING FOOTING (2) #5x6' IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />.: <br />can � FILLED CELL <br />SMOOTH. DO NO FURROW. <br />° > ° <br />N <br />DRILL 3/4"4" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />g <br />4 <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />NOTE: <br />M <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 />r g o <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />° <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 />\ <br />p (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 />EXISTINGI <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />1 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 />a <br />_J <br />� <br />o <br />co <br />z <br />z � <br />J <br />a 8 <br />N z <br />o <br />W <br />•U C, <br />0 <br />c <br />�tI1 � <br />C__ <br />"A <br />o <br />sn <br />N <br />Z a <br />i� ittifla�f <br />U) <br />k LU <br />0- N fA <br />�- �I� •. <br />Z_ <br />LL Y <br />or..C, <br />It{fT1tfIE.�' <br />To the beat of the Engineer's knowledge, information and belief, <br />the structural plans and spedflcalions contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineer's signature end seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />M <br />E <br />`E° 0 <br />as <br />Z <br />►— `° <br />t <br />5 � <br />4g <br />y <br />zCl) <br />W <br />Nk <br />T <br />U) <br />^L1 <br />W <br />� <br />O <br />O <br />.-. <br />O <br />� <br />^�1 m v <br />W � <br />1� <br />~ <br />3 <br />TT_ <br />Y <br />N <br />= *- rn oo <br />N <br />co <br />r <br />O M N <br />3 Q j <br />o <br />z <br />CE <br />a <br />0 <br />0 _j <br />JOB <br />NO: 19-5888 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />