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�I! !.�1. .. y ,1�1�1VIL,ti�l1,l. _ •-1...1 1..d _.� . I ,� _..: ._- �V_�� <br />_R <br />N <br />N <br />d <br />N <br />M <br />1x4 1/2" DRYWALL <br />DOOR JAMB (REFER 1x4 112" DRYWALL DOOR JAMB (REFER <br />1x4 1/2" DRYWALL <br />, UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER P T <br />I TO PRODUCT <br />TO PRODUCT TO PRODUCT <br />APPROVAL FOR CONN.Er <br />PROPER INSTALLATION MAX. $�� <br />DO NOT DO THIS <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 (TYP,) <br />3/4 PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />„ <br />1x4 P.T. <br />I <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 />TAPCONS <br />FURRING <br />#5 REBAR ♦ <br />' <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />O.C.,02 ROWS STAGGERED 4 <br />T @ „ " <br />TAPCON. INTO TAPCON 16 O.C. & 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 />• <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE <br />MASONRYTHROUGH _ �� 1x8 w/ (2) ROWS 8d NALS �� <br />1 1 /2 DETAIL 3 DETAIL <br />" <br />STD. 90 ♦ /� <br />D. 9O HOOK (TYP.) <br />@ TOP & CHORD, AND <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. <br />FILL SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />4%6 <br />NAILS 1O <br />FACE NAILS 10d @TRUSS VERT. <br />R <br />WEB <br />3/16" x 3 -1/2" <br />TAPCON @ 16" <br />DOOR JAMB (REFER <br />1x4 P.T. TO PRODUCT <br />I J <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 />LITa <br />LNOTE: <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 />' ♦ <br />BOTTOM OF 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 <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. <br />FURRING <br />NOTC @FIRST COURSE <br />SIMPSON HGAMIOKTA @ 12" O.C. <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />+2�� <br />' - <br />w/ (4)1/4x1 1/2" SOS SCREWS <br />2x P.T. AS REQ D <br />MIN. 2" EDGE DIST. " <br />(2) ROWS 10dx3 <br />2x8 <br />I <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 /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 />11, <br />SCALE: N.T.S. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />SECTION <br />UPLIFT CAPACITY <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />A -A <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 />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"xl 1/2" SDS <br />° <br />1/2" DRYWALL * <br />SCREWS & (5)1/4" x21/4" 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 INTOftL <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 />y .. <br />7/16" OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 112" <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 W/ (3)10d NAILS <br />. <br />OVERRAN ` �.m <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />T EA. ENDFACE <br />RETROFIT <br />RETROFIT TRUSS DETAIL <br />. <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />a' <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 1/2" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />IF TRUSSES USED) W/ (3) #6 X 4%' WOOD <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 />(2)10d NAILS @ 8" O.C. <br />ARCH DETAIL <br />J 4 MAX. RAD. <br />UE )SIMPSON 1/2' HD I (CENTERED) w/ <br />,� O�F TO TRUSS TOP CHORD <br />igygN <br />MSN. 41EMBEDMENT AT 16'O C, <br />+ `� <br />NCT <br />�� -01 <br />1-O 5 ' <br />SCALE: N.T.S. <br />SS <br />12 <br />+ + N PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ + <br />OJLJEINISH FL <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 />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />> ° <br />/4" MAX EMBEDMENT INTO <br />) <br />PER NAILING SCHEDULE ALL <br />TRUSS + TO SUPPORT <br />• ° ►.. #5 BAR <br />e <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />2 40 8 <br />" " <br />(5)12d NAILS SIMPSON <br />SOFFIT <br />+ + <br />i > " <br />p 1.0 • �. ° • . ° C2X4 TOP RED W/ <br />BLKG. & BUCK <br />2X6 TO 2X4 <br />SYPENTERED <br />, • <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />► d . KNOCKOUT / cal <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />2 x 8 DIAG. BRACE B <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) <br />CONNECTOR ', <br />MONO FOOTING _ ' t <br />.t► e j °. <br />SIZE AND REINF. PER PLAN � <br />VERT.PROVIDE <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 -I <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 />° <br />CLEAN FILL • <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 />.► • <br />DIRT 6 z <br />TO BE INSTALLED <br />g <br />BUILT UP PLWD. BUCK - <br />4 MAX SEE PLA <br />1 "% <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 />i 90' HOOK <br />#5 BAR IN r <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4%' WOOD <br />FOR OVER HANG <br />FILLED CELL , <br />�. <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 />V_.1L ; • ; - N'• ; , . • <br />- <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS) <br />INSTALL WDW, SCREW <br />EQUAL EQUAL <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />O.C. <br />•' <br />•' •' "•' •' ' ' •' `' ' ' •' • ' •' •' sk— <br />THRU OSB INTO 2 x 8 <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS ARCH DETAIL K <br />SECTION ENTRY L <br />@ <br />SECTION ROOF EXTENSION <br />� M <br />STEMWALL FOOTING SIZE AND <br />REINF. <br />B-g <br />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 />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 TO STUDS & (1) - <br />E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 a. PANEL PER ANCHOR) <br />(1) #5 BARS CONT. <br />OCCURS <br />TOP WITH MIN. 3" <br />5/8" DIA. ALL THREAD ROD <br />EPDXIED w/ SIMPSON "SET' � <br />�- #5x6' EMBEDDED INTO EXISTING BOND BEAM <br />Cr <br />z <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 />O <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 />O 9 <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />o 10.' o <br />w a A <br />REINFORCING AS FOLLOWS: <br />1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />_ SEALANT <br />_ <br />o e <br />fw- a <br />* PRESS PANEL REINFORCING INTO PLACE. <br />"'.`.. <br />P <br />v z #5x6' EMBEDDED INTO <br />* <br />6" MIN. LAP SPLICE W/ <br />o ° <br />_ <br />EXISTING FOOTING 2 #5x6 IN CONC. <br />O <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />< ;n FILLED CELL <br />SMOOTH. DO NO FURROW. <br />" ­ <br />• n .° <br />04 " " <br />DRILL 3/4 x5 MIN. HOLE <br />F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />t!79: '­' <br />GRADE >. > <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6 MIN. LAP <br />" <br />p . <br />� <br />ElG) <br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />NOTE: <br />•p <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 />o <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <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 />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 />F,NS 90 'b <br />Q J 0` <br />� 0 �O : <br />F LQ,.•� <br />;,/'j ;'?OFE Ss;014' h <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 Cade - <br />Residential Bfh Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />N '1g Al <br />� <br />M N LL LL <br />0 M ' S <br />Loo <br />�LL�' <br />CN �2s2s LLLLaa <br />y <br />y ch z W 7 <br />> r U_ - (L <br />13Z a U) 0 <br />� O m s <br />2 c <br />W 'ro o <br />W 2 E T 10 a o <br />IL IL <br />N Q M Z U� J <br />U <br />❑❑❑❑ <br />N l` <br />z n ct<QXj <br />za � <br />J <br />N z <br />f0 w <br />o a <br />.0 <br />W <br />LU <br />-�-- <br />sl <br />o <br />g <br />W <br />z <br />M <br />U_ <br />E <br />p� <br />z0 <br />ag <br />R <br />Q <br />o <br />E U'Z <br />E <br />— <br />ao <br />°w r <br />z <br />C14 <br />N <br />L <br />°¢¢do <br />w z <br />(D <br />Cl) <br />40 <br />mi <br />g� <br />Z <br />z <br />� <br />ly <br />k <br />yN <br />= <br />rn <br />� <br />W <br />•= c <br />CO <br />m <br />N <br />O <br />C m a <br />CU <br />G rn <br />o <br />Z N <br />r <br />0) r <br />r <br />_M <br />M <br />O <br />o <br />Z <br />Z3 <br />to <br />E m <br />E <br />fa <br />n <br />U Q p <br />JOB <br />NO: 20-0556 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />