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DOOR JAMB (REFER iX4 1/2" DRYWALL <br />DOOR JAMB (REFER 1 X4 1/2" DRYWALL DOOR JAMB REFER <br />1 X 4 1/2" DRYWALL <br />MAX.MAx. <br />INSTALLTION <br />$ , <br />, <br />TO SHT. SDW2-K1 P.T. <br />TO SHT. SDW2-K1NACCEPTABLE <br />TO SHT. SDW2-K1 FOR HT. SD DETAILS <br />PROPER INSTALLATION <br />DO NOT DO THIS <br />' <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />1 X 4 <br />1 X 4 <br />#5 REBAR (TYP,) <br />` ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d @ 4" <br />1 X 4 <br />3-1/4" LONG X 3/16"� FURRING <br />„ „ <br />3/16 0 X 3 LONG FURRING 3/16"0 X 3-1/2" LONG <br />TAPCONS <br />FURRING <br />#5 REBAR <br />(•�,/p) <br />AND NAILED W/ 8d COMMON @ <br />�� �� <br />6 O.C. EDGES AND 12 O.C. FIELD <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO11 <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 />1X8 <br />� <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE <br />MASONRY THROUGH rr <br />1-1 /2 DETAIL MASONRY THROUGH 3rr DETAIL <br />STD. 90 ` <br />D. 90 HOOK (TYP.) <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. &ix8 P.T. 1x8 P.T. & 2x8 P.T. <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 />METAL SEAT PLATE <br />TAPCON @ 16" <br />O.C. & 4" FROM <br />1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALL <br />JEl/i 7 <br />NOTE: <br />LAP SHEATHING TO <br />DOOR JAMB (REFER EACH END W/ MIN <br />2" <br />DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR <br />( <br />BOTTOM OF BAND <br />TO SHT. SDW2-K1 EDGE DIST. <br />TO SHT. SDW2-K1 CONN. DETAIL <br />� <br />JOIST TYPICAL <br />• .' <br />FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 <br />FURRING <br />_ <br />2X8 P.T. WITH 3/16"0 X 3" <br />TAPCONS <br />+2„ <br />NOTC @ FIRST COURSE\—USP <br />1/2" SC @ 12" O.C. BA SDS <br />i/4x1 1/2"SCREWS INTO BAND <br />2x P.T. AS REQ'D <br />LONG <br />2X8 P.T. STAGGERED @ 16" O.C. <br />2X8 <br />LNOTCHWEBATTHE <br />` <br />JOI' <br />BOLT S INT)O K.O. BLOCK EDGE <br />2x DETAIL <br />2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL <br />t5" <br />FIRST 2 COURSES ' <br />` <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />LED CELL PER <br />PLAN <br />FOUNDATION <br />FILLED CELL INSTALLATION <br />KH"� <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 <br />W/ 114" x 31/4" TAPCON ( 1 1/4" MIN. <br />A -A <br />_ 1890 #FOR 2 STRAPS <br />1. FILL 1st4 COURSES <br />SOLID wiGRouT <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'-0" <br />8" <br />1-PLY PRE-ENGINEERED TRUSS <br />e <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. &BUCK <br />n " <br />1/4 P <br />1/4 x 3 TAPCONS <br />1 „ „ <br />P RT16M W/ 8 NA11 NAILS & 6 x 2 <br />() () a <br />BLOCK HEADER <br />_ _ <br />TAPCONS <br />1/2 DRYWALL * <br />� � .: y;.�;��:`:"; ., �_' (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) <br />.. <br />:; '.;' 10d NAILS x 1' NAILS AND <br />8d NAILS AT 8" O.C. AT BUCK <br />2 x 8 45^ DIAGONAL <br />LEAVE A CUTOUT IN O.S.B. ON THE <br />(4)„ X 1 t" WEDGE BOLTS [ (1) STRAP = 1225 <br />(4)10d NAILS INTO <br />BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />(2) STRAPS 2450#]) <br />�• <br />a <br />2 x 8 BRACE/ BLKG. <br />7/16 OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST <br />F OVERHANGS BETWEEN OVER 1 1/2" <br />FOR o E <br />CONTACT ENGINEER OF RECORD FOR <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 />IN PLACE BEAM <br />FURTHER INSTRUCTIONS. e" •e ' • <br />SCRIBE NOTCH <br />( ) <br />BACKSIDE TO FIT ARCH (4) 1Od NAILS INTO 2 x 8 <br />FACE OF ARCH W/ (3)10d NAILS <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERHAN <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 />''�' <br />RETROFIT WALL OVERHANG DETAIL <br />(NTS) <br />INTO ARCH BLKG. PER <br />4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />FOR OVERHANGS BETWEEN 3/4" T01 1Y1" <br />INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF <br />ARCH <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <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 />IF TRUSSES USED) W/ (3) #6 X 4%" WOOD <br />(2)10d NAILS @ 8" O.C. <br />ARCH DETAIL <br />J 4 MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (3)1/4" X 31/2" TAPCONS AT 16' <br />x0 <br />TO TRUSS TOP CHORD <br />�FRygN <br />r1 1 ,1 <br />O.C. <br />+ C FNGT <br />1 -0 5 -0 <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 />° <br />ojjLfINISH FLO <br />2 <br />x 8 BUCK - CONNECT TO BLOCK SECTION <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B_B <br />ROOF SHEATHING ATTACHED <br />DAS <br />+ REQUIRED <br />' <br />/4" MAX EMBEDMENT INTO K.) <br />2'-0" <br />PER NAILING SCHEDULE ALL <br />+ TO SUPPORT <br />TRUSS SOFFIT <br />° • • ° >.. <br />gyp. °• '. ° <br />#5 BAR <br />8" <br />+ + <br />1.0" ° D ° •• ° <br />CENTERED W/ <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5) -12d NAILS <br />+ <br />Is <br />°r 9 <br />_ <br />IN TOP <br />1 X 4 FURRING <br />BLKG. & BUCK <br />2X6 TO 2X4 USP RT3A <br />2X4 SYP . s <br />> • . <br />° a .' • .P ' <br />c <br />KNOCKOUT / N <br />EACH TRUSS <br />_ _ <br />; ° <br />CHAIR BLOCK <br />8d NAILS 8" O.C. AT BUCK <br />@ <br />PROVIDE 2 8 DIAG. BRACE B <br />2 x 8 VERT. W/ 2 lOd <br />O <br />NAILS AT EA. END <br />PROVIDE (2) MIN.TAPC <br />PROVIDE 2x <br />d s <br />CONNECTOR <br />MONO FOOTING - .°. <br />.> > ° <br />x <br />CONT. WI (3) <br />SIZE AND REINF. PER PLAN <br />VERT. BRACES WHEN HGT. OF <br />AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />AND SECTION DETAILS -I <br />BRACE EXCEEDS 24" <br />BUCK - ( <br />BUCK - (1) WITHIN 4" <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. BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />tENTER SO IT <br />DIRT ? <br />z <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK- <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />.°: °ffTANDARD 4 <br />HOOK N <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN ° <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4% WOOD <br />FOR OVER HANG <br />FILLED CELL, , <br />�L, <br />8d NAILS <br />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'-0") <br />♦ , ♦ . IV�L _ v ♦ IV_, ♦ ., <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS <br />EQUAL EQUAL <br />4' MAX. RAD. <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />' <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />O.C. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />B-B <br />ARCH DETAIL K <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSION M <br />REINF. PERLAN AND STEMWALL <br />SCALE: N.T.S. SS <br />SCALE: 3/4" = V-0" SS <br />SCALE: 3/4" = r-0" SS <br />MONO TO STEMWALL FOOTING <br />SECTION DETAILS <br />SCALE: 3/4" =1'-0" <br />GLASS BLOCK INSTALLATION NOTES <br />NOTE: <br />IF RETROFIT FILLED CELL CONDITIONS <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />EXCEED <br />(3) PER PROJECT, CONTACT ENGINEER OF RECORD <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />FOR ADDITIONAL <br />INSTRUCTION. <br />EXTENDS TO SILL. <br />MASONRY WALL. SEE PLAN FOR <br />EXISTING BOND BEAM. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />� <br />REINFORCING. PROVIDE LOWER <br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />HOOKED DOWEL <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <br />SEE SHEET D2 AND <br />DRILL 3/4"X6"MIN. HOLE <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 />SET BAR IN EPDXY <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />ANCHOR <br />HTT16 W/ (18) - NAILS TO <br />CAP TO PREVENT LEAKAGE <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 />STUDS & (1) - 5/88"" DIA. ALL <br />COURSES TO PREVENT THE MORTAR FROM BEING OUT. <br />1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />r <br />#5X6' EMBEDDED INTO <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL PER ANCHOR) <br />(1) #5 BARS CONT. OCCURS <br />TOP WITH MIN. 3" <br />THREAD ROD EPDXIED W/ <br />SIMPSON "SET" EPDXY MIN. a <br />zz <br />EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER g'_0" <br />. <br />5"EMBEDMENT & 3" MIN. <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 />EDGE DISTANCE <br />� <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-LUNON <br />SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />O v <br />A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />v a <br />REINFORCING AS FOLLOWS: <br />I¢ a <br />1 <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />* PRESS PANEL REINFORCING INTO PLACE. <br />SEALANT <br />k? o--��—�j <br />? g <br />v Z <br />5X6, EMBEDDED INTO <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />6" MIN. LAP SPLICE W/ <br />° <br />L—T <br />g <br />a <br />EXISTING FOOTING <br />2-#5X6' IN CONC. <br />s;:,'' ` REINFORCING PANEL <br />.: <br />cn N <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />;.." <br />° u ° I — <br />DRILL 3/4 X6 MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />GRADE <br />SET BAR IN EPDXY <br />6" MIN. LAP <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />"' ' SPLICE <br />j <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />z <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />r • o _ <br />` <br />\tea <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 SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. <br />NTS (REMOVE <br />16" MIN. COVER EA. WAY <br />W DG SI FROM LOWER COU SES OF SOLID BL CKS AND POINT THE VOIDS TH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />A SECTION <br />I) 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 <br />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 />Z co <br />0 <br />Lu <br />4 <br />(D <br />113 <br />a_ <br />U) Z <br />Q) U <br />(DM <br />4--J w <br />0 <br />( J — <br />LU <br />_E2 <br />0 <br />0 <br />U <br />LU <br />E <br />O <br />co <br />°c' co Cl)i_ <br />f`.a co <br />N <br />— U <br />0 <br />L LL Op <br />U <br />Y <br />O <br />Lo � O_ <br />Q 0 <br />q. Q O <br />Al <br />B D® <br />N C B D C <br />'v <br />l 0N����48 N <br />.Cp <br />0 � <br />z <br />aLLj <br />t <br />t V <br />rd. <br />c tir <br />a 2 a <br />c� <br />IL <br />•�� <br />rN� FLU <br />S°i <br />.0531 <br />X4 leg <br />E S <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />0 <br />C:) <br />Z C"i <br />0�1� <br />f <br />V)'-tD <br />(n M O <br />M <br />a (J) (0 U') <br />i2 V)z L d' <br />En <br />Q Q Ln <br />LL <br />ro <br />DC U fu *'I <br />ca. <br />z F- <br />Q � <br />� <br />Z � <br />WUj <br />J � <br />�F- <br />O Z <br />O <br />Ln <br />3� <br />�o <br />za <br />g <br />ujaoo <br />80 <br />Z UJ <br />Z <br />C�7Mww <br />J <br />ch <br />a 0 <br />o <br />O uj LL N <br />00 <br />W <br />0wo <br />i <br />00 <br />oZ <br />}o <br />o <br />J Q <br />U <br />fa <br />W <br />0` ` <br />fi <br />-. ..- <br />< <br />LU <br />x o cg <br />�&m2 <br />0¢Oa <br />Za <br />� <br />^ <br />Haacc <br />aoW3 <br />$0�o <br />Z <br />rla�LL <br />LU <br />J <br />L.0 <br />�� <br />di <br />Q <br />Lj.j <br />Q <br />ozo <br />O Y <br />ko <br />k <br />Z <br />�j <br />¢tz <br />a � <br />o <br />� <br />g <br />LU <br />J Q <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FGUZMAN <br />VERSION N0. 10 <br />SHEET NO. <br />SS <br />