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L <br />1X4 1/2" DRYWALL <br />IX4 <br />DOOR JAMB (REFER 1X4 F11/2" DRYWALL <br />DOOR JAMB (REFER <br />1 x 11/2* DRYWALL <br />1X4 <br />DOOR JAMB (REFER <br />P.T. <br />TO SHT. SDW2-K1 <br />TO SHT. SDW2-K1 <br />TO SHT. SDW2-K1 <br />FOR CONN. DETAILS <br />.T. <br />FOR CONN. DETAILS <br />X 4 <br />FOR CONN. DETAILS <br />1X4 <br />3-1/4' LONG X 3/16"0 <br />1X4 <br />FURRING <br />LONG <br />3/16"0 X 3" LONG <br />TAPCONS <br />FURRING <br />3/16 -1/2 NG <br />'9X3 <br />FURRING <br />TAPCON. INTO <br />STAGGERED @ 16- L 1X8 P.T. <br />TAPCONS S GERED <br />STAGGERED 16" C. <br />2X8 <br />L, I <br />1X8 <br />BLOCK@ SPACING <br />1" <br />DETAIL <br />O.C. 2-ROWS INTO <br />2-ROWS INTO <br />PER MANUFACTURE <br />MASONRYTHROUGH <br />1-1/211 <br />DETAIL <br />MASONRYTHROUGH <br />311 DETAIL <br />W P.T. & 1x8 P.T. <br />I x8 P.T. & 2x8 P.T. <br />3/16"x 3 -1/2" <br />TAPCON @ 16- <br />T <br />0 <br />O.C. & 4" FROM <br />1X4 P.T. <br />3/16"x 3 -1/2" <br />DOOR JAMB (REFER <br />1X4 1/2"DRYWALL <br />DOOR JAMB (REFER <br />E <br />EACH END W/ MIN. <br />DOOR JAMB (REFER <br />TAPCON <br />TO SHT. SDW2-K1 FOR <br />K FOR <br />F__ <br />TO SHT. SDW2-K1 <br />2" EDGE DIST. <br />42 <br />TO SHT. SDW2-K1 <br />CONN. DETAIL S <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />2 .0 <br />10d @ 12' 0 C <br />1X4 <br />FURRING <br />rC <br />2X8 P.T. WITH 3t1 6"D X 3" <br />2x P.T. AS REQ'D <br />T <br />2X8 P.T. <br />LONG TAPCONS <br />STAGGERED @ 16"O.C. <br />L 2X8 <br />2x DETAIL <br />2 1/4" DETAIL <br />2-ROWS INTO MASONRY <br />3-1/4" DETAIL <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS[ cc <br />SCALE: N.T.S. SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4"x 3 1/4"TAPCON ( 11/4" MIN. <br />EMBEDMENT INTO BLK.) <br />1/4" MAX 2'-W <br />1 X 4 FURRING <br />ir <br />SOLID BLKG. AT TOP BTWN. <br />BLOCK HEADER <br />ARCH BLKG. & BUCK <br />1/2"DRYWALL <br />8d NAILS AT 8"O.C. AT BUCK <br />2 x 8 45A DIAGONAL <br />INTO <br />(4) 10d NAILS INTO <br />BRACE(S) <br />BLKG <br />2 x 8 BRACE/ BLIKG. <br />7n <br />7/16"OSB <br />BUILT UP PLWD. BUCK <br />CUT HOLE IN O.S.B. FOR <br />I OLEIN B F R <br />ARCH PANEL 0 -S - 0 <br />SCRIBE (NOTCH) <br />IS <br />POLY -CELL IN THIS AREA <br />C LL 1 � <br />BACKSIDE TO FIT ARCH <br />, 1 M &II ImTn q <br />(4) 10d NAILS INTO 2x8 <br />CONNECT W/ 8d NAILS <br />BRACE/ BLKG. <br />INSTALL WDW. SCREW ANCHOR-/11 I <br />\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INTO ARCH BLKG. PER <br />ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 <br />INSTALLATION DETAILS A -A <br />PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU --\ <br />1-1/2" THK. OR MORE BUCK WITHIN 6* MIN. OF START OF ARCH <br />ARCH DETAIL <br />SCALE: N.T.S. <br />�s <br />SECTION <br />A -A <br />8- <br />2 x 8 BUCK - CONNECT TO BLOCK <br />WITH 1/4"x 3 1/4"TAPCON (1 1/4' MIN <br />/4" MAX EMBEDMENT INTO <br />2'-0- <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />1 X 4 FURRING BLKG. & BUCK <br />8d NAILS @ 8 O.C. AT BUCK <br />2 x 8 VERT. W/ (2) 10d <br />NAILS AT EA. END <br />PROVIDE 2 x 8 DIAG. BRACE BTWN-, <br />VERT. BRACES WHEN HGT. OF <br />BRACE EXCEEDS 24" <br />LEAVE A CUT OUT IN O.S.B. ON T <br />2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INS TION <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />SCRIBE (NOTCH) BACKSIDE 7/16"OSB ARCH PANEL <br />k�;�A <br />TO FIT ARCH CONNECT W/ <br />�7� <br />8d NAILS '�'-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS ARCH DETAIL <br />13-13 <br />SCALE: N.T.S. <br />�s <br />GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC / FBC <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 />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />EXTENDS TO SILL. <br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8 PLUS OR MINUS <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <br />TYPE *S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED"OUT. <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <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 />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />REINFORCING AS FOLLOWS: <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />• PRESS PANEL REINFORCING INTO PLACE. <br />• COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />SMOOTH. DO NO FURROW. <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />REMAIN FREE OF MORTAR. <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <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.) <br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE <br />MANUFACTUIRER'S APPLICATION MANUAL AND INSTRUCTIONS. <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />INSTALLATION OF GLASS BLOCK. <br />1/4"x3l/4"TAPCONS <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />--- 2 x 8 45 DIAGONAL BRACE AT EA. <br />FACE OF ARCH W/ (3) 1 Od NAILS <br />AT EA. END <br />PROVIDE TAPCON WITHIN <br />4' MIN. OF BRACE <br />START OF ARC <br />4'MAX. RAD. <br />SECTION <br />B-B <br />8" <br />EQUAL <br />20 ga. PANEL <br />ANCHOR -\ <br />9 ga. PANEL <br />REINFORCING <br />COURSE) <br />(EVERY OTHER <br />SEALANT <br />GLASS BLOCK DETAIL <br />MAX. 8" <br />PROPER INSTALLATION <br />FILL SOLID <br />BOTH CELLS <br />#5 REBAR (I <br />STD. 90A HOOI <br />riL <br />DI <br />11L <br />Z_ <br />+5" <br />PROVIDE (2) MIN. CONT. W/ (3) <br />TAPCON AT EA. SIDE 12d NAILS <br />BUCK - (1) WITHIN 4" <br />MIN. OF START OF <br />ARCH <br />START OF ARC <br />4'MAX. RAD. <br />EXPANSION STRIP <br />,�, <1/4" EXPANSION BOLT (2 <br />PER ANCHOR) <br />EXPANSION STRIP <br />EALANT <br />6' MIN. LAP SPLICE W/ <br />REINFORCING PANEL <br />: (TYP.) <br />NOTCH WEB AT THE FIRST 2 COURSES <br />FILLED CELL PER FOUNDATION PLAN <br />UPLIFT CAPACITY = 945 # FOR 1 STRAP <br />= 1890 # FOR 2 STRAPS <br />1-PLY PRE-ENGINEERED TRUSS <br />USP RT1 6M W/ (8) NA1 1 NAILS & (6) is x 21 <br />4 4 <br />TAPCONS <br />1 Od NAILS x 112" NAILS AND <br />(4) is X 1 3H WEDGE BOLTS (1) STRAP 1225 <br />4 4 <br />(2) STRAPS 2450#1) <br />BOND BEAM OR CAST <br />IN PLACE BEAM <br />RETROFIT TRUSS DETAIL <br />N.T.S. <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />IF TRUSSES USED) W/ (3) #6 X 4%' WOOD <br />SCREWS @ 16' O.C. MAX. OR IF MASONRY <br />WALL USE (3) 1/4' X 3 1/2' TAPCONS AT 16' <br />O.C. <br />JACK TRUSS PROVIDED BY <br />TRUSS COMPANY OR <br />2X6 #2 SYP @ 24" O.C. <br />ROOF SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />(5) -12d NAILS <br />2X6 TO 2X4 <br />,HE!, <br />7 <br />6" MIN. LAP <br />SPLICE <br />NOTE: <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />*(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FRC TABLE R301.2.1.3) <br />*(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FBC TABLE 1606.1.6.1) <br />12 <br />SEE <br />LAN <br />JACK TRUSS PROVIDED BY <br />TRUSS COMPANY OR 2X4 <br />#2 SYP @ 24" O.C. <br />4'-0" MAX SEE PLAN <br />USP RT3A <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />IF TRUSSES USED) W/ (2) #6 X 41/2' WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (2) 1/4' X 3 1/2" TAPCONS AT 16" <br />O.C. <br />SECTION @ ENTRY <br />SCALE: 3/4"= V-0" <br />� �s <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />HOOKED DOWEL <br />I IkIAnf%E:0-rA0I C IK10-rAl I -rli"%Kl <br />FILLED CELL INSTALLATION H <br />SCALE: N.T.S. <br />SS <br />+ <br />+ + <br />+ <br />+ <br />+ + <br />+ <br />+ <br />+ + <br />+ <br />+ + <br />TRUSS <br />2X4 SYP <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL---/ <br />SCHED. <br />PRECAST LINTEL <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <br />DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-O"O.H. <br />(2) 10d NAILS @ 8- O.C. <br />TO TRUSS TOP CHORD <br />?'/Y PLYWOOD SHEATHING <br />BLOCKING AS <br />REQUIRED <br />+ TO SUPPORT <br />+ SOFFIT <br />+ <br />+ <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX. 4'-0") <br />J-A <br />SECTION @ ROOF EXTENSION rM <br />SCALE: 3/4" V-0" <br />1\ �s <br />HTT16W/(18)-16d NAILSTO <br />W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL <br />(1) #5 BARS CONT. WHERE THIS CONDITION THREAD ROD EPDXIED W/ <br />OCCURS <br />TOP WITH MIN. 3" F SIMPSON "SET" EPDXY MIN. <br />COVER 5" EMBEDMENT & 3" MIN. <br />EDGE DISTANCE <br />F.F. <br />I k <br />> <br />11EIIIE I m I I, <br />T <br />0. <br />k <br />M I Mi I El I I <br />M1 I M1 11. <br />6E Ea_ <br />IE61 I FLE�11 I 1-== <br />-11 1EE1 I 1�1 , <br />1�zd I M 11: <br />-I I p��l I r <br />GRADE <br />_"'�(2) #5 REBAR. MIN. 3' <br />16" MIN. oo, COVER EA. WAY <br />SECTION AT DEEP MONO FOUNDATION <br />SCALE: 3/4"= V-0" <br />Q= QI49:PT n2 AND <br />FOR <br />RETROFIT FOR MISSING MSTAM STRAP <br />SCALE: 3/4" = V-0" <br />2-x BOT. PLATE W/ (2) 10d @ 6' O.C. <br />3/4" PLYWOOD DECKING GLUED - <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 112"O.C. FIELD <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d @ 4' O.C., 2 <br />ROWS STAGGERED <br />2x BAND JOIST W/ FACE NAIL <br />-METAL SEAT PLATE NOTE: <br />10d @ TOP & BTTM CHORD, <br />AND (8) FACE NAILS 10d @ <br />LAP SHEATHING TO <br />TRUSS VERT. WEB <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />USP HGAM 10 @ 12' O.C. w/4-SDS 1/4xl 1/2" <br />SCREWS INTO BAND JOIST & (4) 3/16'xl-3/4- <br />WEDGE BOLTS INTO K.O. BLOCK <br />RETROFIT FOR MISSING EMBEDDED STRAP <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />FI LL 1 st 4 COURSES <br />SOLID W/GROUT <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS.� <br />OVERHAN <br />RETROFIT WALL OVERHANG DETAIL (NTS <br />FOR OVERHANGS BETWEEN 3/8' TO 11/2" <br />NOTE: FOR OVERHANGS LESS THAN 3/8' - NO REPAIR REO'D. <br />11-011 51-011 <br />45 BAR <br />A CENTERED W/ <br />L. <br />.1 W HQO <br />IN TOP b <br />KNOCKOUT/ -04 <br />CHAIR BLOCK <br />MONO FOOTIN <br />G 1z <br />SIZE AND REINF. PER PLAN -7 <br />AND SECTION DETAILS - <br />CLEAN FILL <br />DIRT 71 <br />�-STANIDARD <br />. > 99 HOOK <br />�> <br />#5 BAR IN <br />L j,, <br />FILLED CEL <br />v V v ^�k, 7 <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING SECTION DETAILS <br />SCALE: 3/4" V-0" <br />NOTE: IF RETROFIT FILLED CELL CONDITIONS <br />EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD <br />FOR ADDITIONAL INSTRUCTION. <br />41 <br />EXISTING BOND BEAM. <br />DRILL 3/4"X6" MIN. HOLE <br />SET BAR IN EPDXY <br />CAP TO PREVENT LEAKAGE <br />#5X6'EMBEDDED INTO <br />cr <br />z <br />D BEAM <br />0 <br />o) <br />< <br />i <br />FILL CELL FULL HEIGHT W/ <br />U_ <br />0 <br />Uj <br />9 <br />NON SHRINK GROUT. <br />A'� <br />Uj <br />_j <br />CL <br />LL <br />0- <br />M <br />5X6'EMBEDDED INTO <br />2� <br />2 <br />EXISTING FOOTING <br />to <br />C*4 <br />DRILL 3/4"X6" MIN. HOLE <br />SET BAR IN EPDXY <br />EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />1% "Eve$ 1ki tl^klfl <br />LAJ SAWCUT <br />SECTIO <br />KA N <br />11-JU SCALE: N.T.S. <br />SCALE: N.T.S. <br />gooft <br />=011M <br />1W <br />0 <br />U <br />0 <br />E It <br />M m <br />1� <br />+2 a) <br />M <br />E co) So <br />0 r, CD <br />U <br />0 .2 <br />P51 F� E <br />c <br />00 <br />_0 <br />M ot q <br />a):2 <br />c -2 w <br />LL <br />'-E <br />0 <br />(D -E <br />0 <br />0.0 <br />= 0 00 <br />0 0. CD <br />U) 0 <br />v �z� <br />0) <br />6 <br />A 5 <br />D <br />N c B L' c <br />eoe.......... <br />E. N <br />fV <br />-,g <br />60* :1 0 op <br />ANN, <br />uj <br />z <br />C. <br />in <br />To the best of the engineer's knowledge and <br />understanding, the structural plans and <br />specifications comply with the 2007 Florida <br />Building Code, Residential with 2009 revisions <br />signed and sealed for the structural portion of this <br />drawing. <br />C> <br />T-1 CY) <br />r4 rn <br />(V U" <br />Z :t�-_ Inn <br />0 6 <br />> N CD <br />rn CD <br />rn N <br />< M <br />0- <br />2: <br />CU 0 <br />> <br />a: <br />M N <br />0� <br />z <br />ILU <br />CD fu <br />Ln W <br />Lr) U <br />Ln <br />< <br />z <br />z <br />LLI <br />W2z <br />uj u_ <br />_j <br />U, z <br />ui W z <br />a 0 <br />z <br />r1-4 <br />z <br />z>-z<80xa,� <br />Z. ;5 Z, <br />Ck <br />S 3: 80 <br />8 quel <br />Coll <br />0 z <br />= Z. <br />c) <br />Uj <br />oe <br />r-4 <br />0 <br />ko <br />=T-1 <br />un <br />Z <br />3: <br />LU 0 <br />W <br />a <br />0 <br />, t <br />w 'In, ZO <br />or- 0 uz, <br />z &Z <br />z <br />Is— <br />LU nomo <br />R 8 r <br />Ils-4 <br />P V 6 <br />W <br />Uj <br />C:) <br />z <br />> <br />z < <br />uj co- <br />nww :E? <br />:c 1.- 20 <br />M < <br />fl� z <br />z < <br />16 k9 Uj <br />0 <br />T-q <br />(L <br />C) <br />I".0 <br />z <br />LU <br />> <br />Z <br />z <br />1­4 <br />0 <br />_j <br />CIL <br />SCALE: <br />AS NOTED <br />PLOT DA -rE <br />05/24/2011 <br />VERSION NO. <br />1000 <br />JOB No: 11-0667-0672 <br />SHEET NO. <br />SS <br />