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1/2" DRYWALL <br />1/2" DRYWALL DOOR JAMB REFER <br />DOOR JAMB (REFER 1 X 4 ( <br />1 X 4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />IDOOR JAMB (REFERt1l <br />TO SHT. SDW2-K1 <br />TO SHT. SDW2-K1 TO SHT. SDW2-K1 <br />FOR CONN. DETAILS <br />` <br />PROPER INSTALLATION MAx. 8" DO NOT DO THIS <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />X 4 <br />1X 4 <br />#5 REBAR <br />(TYP,) <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />1X 4 <br />LONG X 3/16"FURRING <br />3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG <br />TAPCONS <br />FURRING <br />#5 REBAR <br />(TYP,) ` <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />2X BOTTOM PLATE W/ 8d 4" <br />O.C., 2 ROWS STAGGERED <br />@3-1/4" <br />TAPCON. INTO <br />TAPCONS STAGGERED <br />STAGGERED @ 16° <br />2X8 <br />BLOCK@ SPACING „ <br />1 DETAIL <br />1X8 P.T. STAGGERED @ 16" O.C. <br />O.C. 2-ROWS INTO 2-ROWS INTO <br />1X811 <br />PER MANUFACTURE <br />MASONRY THROUGH ++ <br />1-1 /2 DETAIL MASONRY THROUGH <br />3 <br />++ <br />DETAIL <br />STD. 90A <br />. <br />D. 90 HOOK (TYP.) <br />2x BAND JOIST W/ FACE NAIL 10d <br />@ TOP & CHORD, AND <br />1x4 P.T. & 1x8 P.T. <br />1 x8 P.T. & 2X8 P.T. <br />FILL SOLID <br />BOTH CELLS <br />HOOK (IYP.) <br />NAILS <br />FACE NAILS 10d @TRUSS VERT. <br />10 R <br />WEB <br />3/16" x 3 -1/2" <br />TAPCON @ 16" <br />METAL SEAT PLATE <br />„ <br />O.C. & 4 FROM <br />1 X4 P.T. 3/16 x 3 -112 DOOR JAMB (REFER <br />1/2 DRYWALL <br />NOTE: <br />DOOR JAMB REFER EACH END W/ MIN <br />( <br />DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR <br />1 X 4 <br />LAP SHEATHING TO <br />2" EDGE Dt7_ <br />TO SHT. SDW2-K1 ISET. <br />TO SHT. SDW2-K1 CONN. DETAIL <br />OTTOM OF TYPICAL ND <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS M10d @ 12" O.C. <br />1 X 4 <br />FURRING <br />2X8 P.T. WITH 3/16"0 X 3" <br />LONG TAPCONS <br />' +2„ <br />NOTC @FIRST COURSE <br />SIMPSON HGAM10KTA @ 12" O.C. <br />EWS <br />2X8 P.T. <br />2X8 <br />2x P.T. AS REQ'D <br />STAGGERED @ 16" O.C. <br />NOTCHWEBAT <br />` <br />INTO BAND JOISTD& 4CU4 x2 3/4' <br />" <br />2x DETAIL <br />2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/41+ DETAIL <br />±5^ <br />RSTHE '' <br />FIRST 2 COURSES <br />` <br />TITEN INTO K.O. BLOCK <br />BFILLED <br />UILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />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 />SCALE: N.T.S. <br />SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. <br />INFO SCALE: N.T.S. <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 1st 4COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'-0" <br />$" <br />SOLID WIGROUT <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 />° <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 />BRACE(S) 2 x 8 BRACE/ BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />:. <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 />SCRIBE (NOTCH) POLY -CELL IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />FURTHER INSTRUCTIONS. <br />•:° ...• <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />FACE OF ARCH W/ (3)10d NAILS <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERHAN <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 (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN <br />INTO ARCH BLKG. PER W <br />• <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />INSTALLATION DETAILS A WDW. DETAILS OR <br />4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />-A PROVIDE TAPCON PER INSTALLATION <br />THRU <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 />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />START OF ARC <br />„ <br />IF TRUSSES USED) W/ (3) #6 X 4/Z WOOD <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. <br />RAD. <br />IF <br />SCREWSWALL �' R6" <br />xO�FRygN NAILS <br />ARCH DETAIL <br />J <br />TOR <br />APCONS AMASONRY <br />USE (3)61/44" X 3 1 <br />TO TRUSS TOP CHORD <br />SCALE: N.T.S. <br />SS <br />O.C. 12 <br />+ + �FNQTy PLYWOOD SHEATHING <br />1 i-01i 5'-011 <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 />°70 <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B_B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />EMBEDMENT INTO ) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />° <br />/4" MAX <br />2'-0" 8" <br />TRUSS + SOFFIT <br />►.. = <br />° . ti . , „ • ' .' ► p #5 BAR <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ <br />p 10 ° ° . ° CENTERED W! g <br />BLKG. &BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP ► • <br />a ° '► IN TOP = <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />_ ► a : ' KNOCKOUT / FBI <br />e ° CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2 <br />�' <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 />� • <br />MONO FOOTING e ° <br />•D <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 1N O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />° <br />2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />CLEAN FILL .► ° • <br />DIRT 4 z <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />°. ° STANDARD o <br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />> 90r HOOK N <br />#5 BAR IN / <br />TO FIT ARCH CONNECT W/ <br />START OF ARC <br />IF TRUSSES USED W/ 2 #6 X 4%' WOOD <br />) () <br />FOR OVER HANG <br />FILLED CELL, -. - �� • �� , - , <br />8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />4' MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />: • L . _ . <br />, , <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 />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />O.C. <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS ARCH DETAIL K <br />B-B <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSION M <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />SCALE: N.T.S. <br />MONO TO STEMWALL FOOTING <br />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 />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <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 />PER ANCHOR <br />9 ga. PANEL ) <br />(1) #5 BARS CONT. <br />OCCURS <br />5/8" DIA. ALL THREAD ROD <br />>- #5x6' EMBEDDED INTO EXISTING BOND BEAM <br />Cr <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING <br />( <br />REINFORCING <br />TOP WITH MIN. 3" <br />EPDXIED wifN. SIMPSON "SET" � <br />0 <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />COVER g�_p" F•F <br />EPDXY MIN. 6"EMBEDMENT & ` <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />3" MIN. EDGE DISTANCE <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />— °• <br />0 S2 NON SHRINK GROUT. <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />t• <br />L1 a A <br />REINFORCING AS FOLLOWS: <br />1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />po, e — r* <br />U_ a <br />= g <br />* PRESS PANEL REINFORCING INTO PLACE. <br />= <br />_ <br />U z #5x6' EMBEDDED INTO <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />6" MIN. LAP SPLICE W/ <br />REINFORCING PANEL <br />> ° <br />EXISTING FOOTING (2) #5x6' IN CONC. <br />¢ in <br />SMOOTH. DO NO FURROW. <br />° :° <br />N `" FILLED CELL <br />° <br />DRILL 3/4"x5"MIN. HOLE <br />- <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT <br />GRADE n. . > <br />. <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />.p <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />NOTE: <br />i° v p <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 />r • 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 />„ _ , „ <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 />z M <br />z <br />z <br />Q <br />J <br />�--+ w <br />O c <br />IT0 <br />E <br />.� <br />m <br />U901c, <br />LJ 1 <br />~ <br />—8 <br />C CMM <br />N <br />Ooo <br />_ <br />tl m <br />C <br />Q $n <br />o.CD <br />a � o <br />Al <br />N.C.9.D.0 <br />N� � )V' <br />-43 <br />� <br />••nfor'ton <br />To the best 6S �En••"•{T'••••.1• <br />o�and <br />belief, the stru i y tans afitlYplp'cl icatigq�, tained <br />within these draw lorida <br />n�l!•,rryly�yuJ��>� <br />Building Code - ResidenffiAAll6611 !#l64ili n. ngineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />1f <br />O <br />Z NO <br />O(L)n <br />Op <br />�>-IM <br />Q U) M Ln <br />L U In <br />a .-. <br />oC U <br />a <br />�� <br />WZ <br />J ko <br />W <br />= ao- <br />z c�a�? I <br />Z <br />U <br />" <br />�Z <br />�j W W <br />W <br />O� <br />uj <br />L <br />�Lu <br />Z <br />,9 <br />Z <br />DC <br />Ch <br />U <br />= <br />J <br />�W <br />oj <br />US <br />L~LJ <br />� � � 2 <br />Z <br />^ <br />—um <br />$� <br />W <br />� <br />W <br />Z <br />i5r6 <br />$Z <br />k <br />M <br />N <br />Z <br />Z <br />0 <br />06 <br />g <br />= <br />z <br />r1 <br />r-i <br />d <br />v7 <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAM ES <br />VERSION NO. 4mO <br />SHEET NO. <br />SS <br />