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I I _ I I 1 _L I _ t I L I II 1 III 11 <br />m <br />I'M <br />-r <br />0 <br />Li <br />fill <br />rn <br />c <br />cD <br />0 <br />t2 <br />O <br />I <br />rn <br />cD <br />v <br />3 <br />Q <br />O <br />E <br />~q <br />N <br />E <br />O <br />L <br />0 <br />c <br />J <br />LZ <br />0 <br />0 <br />U <br />i <br />0 <br />i <br />a <br />0 <br />0 <br />f <br />rn <br />N <br />M <br />rn <br />N <br />W <br />�m <br />v <br />0 <br />N <br />1x4 1/2" DRYWALL <br />DOOR JAMB (REFER -1x4 1/2" DRYWALL DOOR JAMB REFERr2X8 <br />1/2" DRYWALL <br />� UNACCEPTABLE INSTALLTION <br />� <br />Or <br />DOOR JAMB (REFER <br />TO PRODUCT P.T. <br />TO PRODUCT <br />TO PRODUCT APPROVAL FOR CON <br />MAX 8" <br />PROPER INSTALLATION DO NOT DO THIS <br />' <br />2"x BOT. PLATE W/ (2)1Od @ 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 />2X <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 3-1/2FURRING <br />TAPCONS <br />#5 REBAR ` <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCON @ 16" O.C. & <br />@ 16" <br />(TYP,) <br />`STAGGERED <br />BLOCK@ SPACING „ <br />1 DETAIL <br />1x8 P.T. FROM EACH END w/ M. <br />O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH <br />2x <br />PER MANUFACTURE <br />MASONRY THROUGH �� <br />1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" <br />DETAIL <br />`5`t'D. <br />STD. 90A ` //-`- <br />90° HOOK (TYP.) <br />BAND JOIST W/ FACE NAIL 10d <br />@TOP & JOIST <br />TTM CHORD, AND (8) <br />1 x4 P.T. & 1 x8 P.T. STAGGERED @ 12 O.C. <br />FILL SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" <br />TAPCON " <br />@ 16 <br />1x4 P.T. DOOR JAMB (REFER <br />TO PRODUCT <br />101L:7L <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 />7 <br />T <br />LAP 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 />BOTTOM BAND <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 />1x4 <br />— J j <br />TAPCON 16" O.C. & <br />@ END w/ MIN. 2" EDGE DIST. <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />FURRINGSIMPSON <br />' +2" <br />NOTC �@ FIRST COURSE <br />HGAMIOKTA 12" O.C. <br />@ <br />w/ (4) 1/4xl 1/2" SDS SCREWS <br />2x P.T. AS REQ'D <br />MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 <br />_ <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />TITEN <br />2x DETAIL <br />2 1 /4" DETAIL STAGGERED @ 12" O.c. 3-1 <br />/4" DETAIL <br />+5^ <br />NOTCH WEB AT THE ' <br />FIRST 2 COURSES <br />` <br />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 />A_A <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />= 1610 # FOR 2 STRAPS <br />' FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'-0„ <br />8„ <br />SOLID W/GROUT <br />". <br />ir <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)1/4"x1 1/2" SDS <br />1/2" DRYWALL — * <br />SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS <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 CUTOUT IN O.S.B. ON THE <br />= n <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 I RECORD FOR <br />OR <br />FURTHER INSTRUCTIONS. - <br />SCRIBE (NOTCH) <br />FACE OF ARCH W/ (3)10d NAILS <br />:• <br />OVERHAN <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />AT EA. END <br />RETROFIT TRUSS DETAI L <br />:�' .; : <br />'� <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INSTALL WDW. SCREW ANCHO 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 3/4" TO 1 112" <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 3l4" - NO REPAIR REO'D. <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />NAILS @ 8" O.C. <br />ARCH DETAIL <br />4' MAX. RAD. <br />i <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />XOV <br />TO TRUSS <br />FR TO TRUSS TOP CHORD <br />yqN <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ <E <br />+ yGry <br />11-011 51-011 <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 />o <br />EMBEDMENT INTO ) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />° <br />/4" MAX <br />2,4„ 8„ <br />TRUSS + SOFFIT <br />p o A #5 BAR <br />D <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />5 12d NAILS SIMPSON <br />( ) <br />+ <br />+ <br />10 CENTERED W/ <br />°D H a °r-INTOP <br />BLKG. & BUCK <br />2X6 TO 2X4 <br />2X4 SYP ' • <br />° o <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />o Ig KNOCKOUT / 04 <br />-- CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2)10d <br />CONNECTOR °� <br />_ <br />° 14 <br />- - — 1> <br />PROVIDE 2 x 8 DIAG. BRACE B <br />NAILS AT EA. END <br />PROVIDE 2 MIN. <br />() <br />PROVIDE 2x <br />CONT. W/ (3) <br />• <br />MONO FOOTING =1 ' •p o ° <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />SIZE AND REINF. PER PLAN _ <br />i <br />AND SECTION DETAILSLEAVE <br />BRACE EXCEEDS 24° <br />\> <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />Y <br />ACUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <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 />Z <br />DIRT — <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />° ffTANDAKRD c <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />o HOOiv <br />#5 BAR IN 1 <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4%" WOOD <br />FOR OVER HANG <br />FILLED <br />8d NAILS <br />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 />e <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS <br />EQUAL EQUAL <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 />\ ° ^- n. ^- �• �- �. \ ° ^- �' Nk- <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 EXTENSIONrm_"� <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" <br />z0 <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER 6_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 />v NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />- ° <br />XP <br />0 <br />A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />w a <br />REINFORCING AS FOLLOWS: <br />— <br />a 1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />v z #5x6 EMBEDDED INTO <br />* PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/ <br />° <br />3 g EXISTING FOOTING (2) #5x6' IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />¢ _ <br />Cn N FILLED CELL <br />SMOOTH. DO NO FURROW. <br />_.'' <br />v ° <br />° <br />DRILL 3/4"x5"MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE o. o <br />`. <br />SET BAR IN EPDXY ; <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />C ° <br />\ <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE NOTE: <br />° <br />REMAIN FREE OF MORTAR. <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />r o <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />��a <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 />\ ' (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 />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 />„_ <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 />�-D <br />z N S <br />z <br />z <br />Q <br />o <br />U) <br />N o <br />0 tL <br />4 N x <br />flu <br />V � <br />- <br />0 w <br />Lf) c E <br />o <br />M� <br />U m <br />d <br />- T g= o <br />r. <br />U o' <br />Q � o <br />• <br />s <br />N N <br />v�1 N <br />QQ C7 <br />Lac. Z <br />M N <br />Z <br />ItA z R_ j Ov <br />LL <br />r <br />W a <br />a W ZZ3 <br />Z V vrnga O <br />0 <br />Tb <br />LL By' <br />•m'�• �� <br />R- '.,S E '•J � � <br />F E S S <br />O <br />f fllllllll� <br />To the best of the Engineers 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 />o <br />co <br />MZ <br />o <br />w <br />o <br />E <br />zo <br />o <br />>m <br />�@ <br />QQ <br />o <br />E U <br />w? <br />�® <br />oa <br />' <br />xo <br />S <br />O <br />cN <br />o <br /><a <br />a <br />w� <br />� C <br />Z <br />x <br />o <br />¢ mo <br />0 <br />Z <br />I J <br />No <br />owo <br />OR <br />U <br />a <br />NW <br />W <br />O <br />J W <br />Q Y <br />a FI <br />r <br />n� <br />cn <br />_< <br />°� <br />0 <br />O <br />nL, <br />\W <br />•/ <br />7— <br />.-. <br />> <br />O <br />LL <br />00 <br />I� <br />TO <br />I M � <br />r <br />T <br />ci <br />T M N CD <br />E <br />z <br />E O <br />d <br />E <br />U 0 Q p <br />JOB <br />NO: 19-5906 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />