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1X4 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 />04 <br />DOOR JAMB (REFER <br />TO SHT. SDW2-K1 P.T. <br />TO SHT. SDW2-K1 TO SHT. SDW2-K1 <br />FOR CONN. DETAILS <br />MAX. 8" DO NOT DO THIS <br />PROPER INSTALLATION ` <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 <br />(TYP,) <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"0 FURRING <br />3116"0 X 3" LONG „ f� X 3-1/2 LONG <br />TAPCONS FURRING <br />FURRING <br />#5 REBAR <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />@ <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAP <br />STAGGERED @ 16" TAPCONS STAGGERED <br />2X8 <br />(TYP) ♦ <br />' <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 />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 1� <br />3 DETAIL <br />FILL <br />STD. 90^ ♦ <br />D. 90°HOOK (TYP.) <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. <br />SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3/16" x 3 -112" <br />TAPCON @ 16" <br />7 <br />METAL SEAT PLATE <br />�� <br />1X4 P.T. <br />NOTE: <br />O.C. & 4 FROM <br />3/16 x 3 -1/2 DOOR JAMB (REFER <br />1 X 4 1/2 DRYWALL <br />y <br />LAP SHEATHING TO <br />DOOR JAMB (REFER EACH END W/ MIN <br />DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR <br />(IL <br />BOTTOM OF BAND <br />TO SHT, SDW2-K1 2" EDGE DISTE. <br />TO SHT. SDW2-K1 CONN. DETAIL <br />JOIST TYPICAL <br />FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 <br />J <br />FURRING <br />2X8 P.T. WITH 3/16" 0 X 3" - <br />' +2„ <br />NOTC FIRST COURSE <br />USP HGAM10 @ 12" O.C. w/4-SDS <br />1/4x1 1/2" SCREWS INTO BAND <br />LONG TAPCONS <br />2x P.T. AS REQ'D <br />2X8 P.T. STAGGERED @ 16" O.C. <br />X <br />I <br />♦ <br />JOIST & (4) 3/16"x1-3/4" WEDGE <br />2x DETAIL <br />2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL <br />t5^ <br />NOTCH WEB AT THE <br />FIRST 2 COURSES <br />♦ <br />BOLTS INTO K.O. BLOCK <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />LED CELL PER <br />FOUNDATION <br />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. <br />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 = 945 # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />A -A <br />=1890 # FOR 2 STRAPS <br />FILL 1st4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />SOLID wiGRouT <br />2'-0" <br />8" <br />1-PLY PRE-ENGINEERED TRUSS <br />d <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. &BUCK <br />1/4" x 31/4" TAPCONS <br />1„ 1„ <br />USP RT16M W/ (8) NA11 NAILS & (6) 4 x 24 <br />..:, <br />BLOCK HEADER <br />TAPCONS <br />1/2" DRYWALL <br />(IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) <br />10d NAILS x *NAILS AND <br />8d NAILS AT 8" O.C. AT BUCK <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />= <br />.__ (4) X 14 WEDGE BOLTS [ (1) STRAP 1225 # , <br />2 x 8 451 DIAGONAL (4)10d NAILS INTO <br />BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />; ._: ::.:';`:-. (2) STRAPS 2450#]) <br />2 x 8 BRACE/ BLKG. <br />7/16" OSB <br />TO BE INSTALLED <br />_, <br />BOND BEAM OR CAST <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <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 />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONs. ^ .. ' ;•' : °. •:' <br />SCRIBE (NOTCH) <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 />OVERRAN .��... <br />�... <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />. <br />N.T.S. <br />x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO\_2 <br />ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8\-PROVIDE1MIN.O <br />WITHIN <br />RETROFIT WALL OVERHANG DETAIL <br />(NTS) <br />INTO ARCH BLKG. PER <br />A <br />4" MIN. OF BRACE <br />BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR <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 />IF TRUSSES USED) W/ (3) #6 X 4%" WOOD <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. <br />4' MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />xOV (2)10d NAILS @ 8" O.C. <br />FRyyN TO TRUSS TOP CHORD <br />ARCH DETAIL <br />WALL USE (3)1/4" X 31/2" TAPCONS AT 16" <br />SCALE: N.T.S. <br />SS <br />O.C. 12 <br />+ 4FN <br />OTN PLYWOOD SHEATHING <br />+ <br />1 r-0 51-011 <br />JACK TRUSS PROVIDED BY SEE <br />+ <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ <br />INISH FLO QJR <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 />> <br />EMBEDMENT INTO <br />14 MAX <br />K. ) <br />PER NAILING SCHEDULE <br />ALL <br />TO SUPPORT <br />TRUSS <br />e . <br />° .. <br />#5 BAR <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />2'-0" 8" <br />(5) -12d NAILS <br />+ SOFFIT <br />+ <br />' „:° <br />' ° P ° .� ° <br />D' 1A ° 6 <br />CENTERED W/ <br />BLKG. & BUCK <br />2X6 TO 2X4 USP RT3A <br />2X4 SYP r ®s <br />e • .' ° '� 90 <br />IN TOP o <br />1 X 4 FURRING <br />EACH TRUSS <br />- e • <br />KNOCKOUT / F"4 <br />° <br />CHAIR BLOCK <br />8d NAILS @ 8 O.C. AT BUCK <br />PROVIDE 2 x 8 DIAG. BRACE BTWN-, <br />2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ <br />CONNECTOR s' <br />. <br />MONO FOOTING ' � . ° <br />•� n' ° <br />(3) <br />. <br />SIZE AND REINF. PER PLAN <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />-I <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 />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 />.o • r <br />DIRT S <br />z <br />TO BE INSTALLED <br />g <br />100 4'-0" MAX SEE PLANPRECAST <br />BUILT UP PLWD. BUCK - <br />LINTEL <br />, °: ° STANDARD q <br />(NOTCH) <br />SCRIBE NOTCH BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />> 90' <br />#5 BAR IN <br />HOOK N <br />TO FIT ARCH CONNECT W/ <br />START OF ARC <br />IF TRUSSES USED W/ 2 #6 X 4%" WOOD <br />) O <br />FOR OVER HANG <br />FILLED CELL , • -; • -. • -. • - , <br />�L <br />8d NAILS <br />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 />v _, . L V . N <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS <br />EQUAL EQUAL <br />WALL USE (2)1/4" X 3112" TAPCONS AT 16" <br />.; <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />O.C. <br />.- .• r .• r .• r . • .- .• Sk <br />ANCHOR INTO ARCH BLKG. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />B-g <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" =1'-0" SS <br />SCALE: 314" =1'-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 />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />MASONRY WALL. SEE PLAN FOR <br />EXISTING BOND BEAM. <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 3N 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 BARR IN E <br />EPDXY <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />ANCHOR <br />HTT16 W/ (18) -16d NAILS TO <br />CAP TO PREVENT LEAKAGE <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 />STUDS & (1) - 5/8" DIA. ALL <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. <br />} <br />z <br />EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING <br />( <br />REINFORCING <br />COVER „ <br />6 <br />� <br />5" EMBEDMENT & 3" MIN. ` <br />O <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />-0 F F <br />EDGE DISTANCE <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />COURSE) EXPANSION STRIP <br />LL w <br />NON SHRINK GROUT. <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />:. <br />° _� <br />o u ��—x p � <br />0 9 <br />w a <br />A <br />REINFORCING AS FOLLOWS: <br />* <br />.=:-`' <br />SEALANT <br />V <br />U <br />1 <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.►- <br />T.,;.:�'•" r:::' <br />-'-r <br />� <br />* PRESS PANEL REINFORCING INTO PLACE. <br />— � I- <br />U z <br />6'EMBEDDED INTO <br />tM1 <br />6" MIN. LAP SPLICE WI <br />_ - <br />I <br />EXISTING FOOTING <br />2-#5X61 CONC. <br />N NC <br />INF <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR D D TROWEL <br />H A BE AN <br />REINFORCING PANEL <br />;r:;..' :,": " <br />• <br />� <br />Q a <br />cn � <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />s :`<,;''`'•..:... <br />' <br />p.° <br />N <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 />'�`'" `' `" " <br />r;.:...c,;..`.:;::: 6" MIN. LAP <br />GRADE �. p •' n <br />`. <br />SET BAR IN EPDXY <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />' ° SPLICE <br />C11 ° :Q <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />M f <br />I \ <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 />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 />o <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 <br />BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />16" MIN. 01COVER EA. WAY <br />A SECTION <br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />Aq <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 />= <br />SCALE: 3/4"-1-0" <br />= , n <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 />U� <br />z o <br />OZ <br />� <br />z� <br />Q <br />J <br />tZ <br />O <br />Ln (D <br />VJ cn <br />) <br />'I--J w <br />_m 0 <br />"U — <br />0 W <br />C <br />o <br />M <br />c1 i <br />(6 U <br />o 0 <br />CO N <br />M <br />LL <br />I— 0 <br />U <br />C ai M <br />N <br />0 20 <br />2 ai <br />�u.m <br />Y <br />(n . 0 O <br />Q0 <br />Qo <br />A ' <br />s D® <br />N C B DC <br />to <br />. U) <br />m..IU <br />LLj <br />Q r 5 <br />� <br />L Ul <br />LL <br />Q� �N°4i�...a•°eC� <br />jai <br />E]Oe� <br />llell<I� <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 />O <br />O <br />Z 1714 <br />0 N I-, <br />1-, 4-J O <br />-4 M O <br />ro <br />�'- <br />01 <br />Q(3) Lrn <br />oC U ra <br />Z E <br />WJ � <br />C)Z <br />uo <br />z d <br /><Q <br />IaS¢�� <br />zgo <br />z2W; <br />is=z2 <br />J <br />8W N <br />�Wo <br />088 <br />ZZ <br />><O <br />xz <br />z <br />-a <br />N <br />V� <br />cv <br />Lf) <br />0 <br />N <br />> <br />rq <br />0 <br />o <br />U <br />U <br />J <br />o <br />X <br />0 <br />Q <br />se <br />U,2 <br />0 - <br />_ <br />LJJ <br />.0 <br />o¢oa <br />r� <br />¢ <br />�a.• 0 Q <br />W� <br />z <br />N <br />U4ago <br />C <br />J <br />.Lr)-I <br />w <br />LLJ <br />H o <br />0� <br />O <br />¢ <br />W�- <br />;.o <br />00 <br />¢ <br />z <br />z <br />= Z <br />a <br />N <br />m <br />N <br />ZJo <br />_ <br />Z <br />¢Z <br />r-I <br />0. <br />(n <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: ERAND <br />VERSION NO. 10 <br />SHEET NO. <br />SS <br />