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0 <br />47�4 <br />C14 <br />C:1 <br />C14 <br />1 <br />00 <br />(D <br />r- <br />C14 <br />C:) <br />C14 <br />1 <br />00 <br />C <br />-3m: <br />C-1 <br />04 <br />E <br />E <br />C <br />E <br />C <br />C <br />E <br />0C <br />z; <br />C, <br />M <br />11 XA 44 1/2" DRYWALL <br />DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER <br />1X4 11/2" DRYWALL <br />1X 4 <br />UNACCEPTABLE INSTALLTION <br />_\ r F <br />DOOR JAMB (REFER P T <br />TO SHT. SDW2-K1 P.T. <br />TO SHT. SDW2-K1 TO SHT. SDW2-K1 <br />FOR CONN. DETAILS <br />'JE <br />MAX. <br />PROPER INSTALLATION <br />8" <br />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 />X 4 <br />#5 REBAR (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 />3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG <br />FURRING <br />7 <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 />TAPCONS TAPCONS ST D <br />STAGGERED @ 16" AGGERED <br />X <br />2 8 <br />2X8 <br />__� (TYPI) <br />*40% <br />BLOCK@ SPACING <br />1" DETAIL <br />r, <br />1X8 P.T. STAGGERED @ 16" O.C. <br />O.C. 2-ROWS INTO 2-ROWS INTO <br />1 Y2 <br />1X8 <br />4 <br />1KD <br />2x BAND JOIST W/ FACE NAIL 1 Od <br />PER MANUFACTURE <br />MASONRYTHROUGH 311 <br />1-1/211 DETAIL MASONRYTHROUGH <br />DETAIL <br />STD. 90A 41% <br />90- HOOK (TYP.) <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. <br />FILL SOLID <br />BOTH CELLS <br />HOOK ITYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" <br />I 'x <br />lvlr_ <br />TA P N I- <br />TAPCON @ 16" <br />CO <br />0 C 4 R <br />O.C. & 4" FROM <br />F <br />1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER <br />r <br />_rr <br />1 X 1/2" DRYWALL <br />Lil <br />NOTE: <br />LAP SHEATHING TO <br />EA C H E N <br />EACH END W/ MIN. <br />DOOR JAMB (REFER D <br />_K1 FOR <br />DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR <br />f <br />BOTTOM OF BAND <br />2'. EDGE DIS� <br />TO SHT. SDW2-K1 2" EDGE DIST. <br />TO SHT. SDW2-K1 CONN. DETAIL <br />JOIST TYPICAL <br />FOR CONN. DETAILS FOR CONN. DETAILS C 1X4 <br />1 Od @ 12" O.C. <br />I** <br />)69 <br />FURRING <br />4%k, <br />2X8 P.T. WITH 3/16"0 X 3" <br />3/16'.0 X3- <br />±2-Lj <br />NOTC`AV @ FIRST COURSE <br />SIMPSON HGAM10KTA @ 12" O.C. <br />w/ (4) 1141 1/2" SDS SCREWS <br />4S <br />L LONG TAPCONS <br />2x P.T. AS REQ'D <br />2X8 P.T. STAGGERED @ 16" O.C. <br />2X8 <br />*4%* <br />T <br />INTO BAND JOIST & (4) 1/4"x2 3/4 <br />TITEN INTO K.O. BLOCK <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 />BUILDOUT @ OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS,( �cc <br />FILLED CELL PER <br />FOUNDATION PLAN <br />_E <br />FILLED CELL INSTALLATION <br />KH <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />1\ <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. <br />INFO SCALE: N.T.S. <br />�S <br />SCALE: N.T.S. <br />� �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 1 st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />SOLID W/GROUT <br />2'-0- <br />8" <br />1 PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1/4" x 3 1/4" TAPCONS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />SIMPSON HM9KT W/ (4) 1/4"xl 1/2" SDS <br />1/2" DRYWALL <br />EWS & (5) 1/4" x 2 1/4" 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"X2 1/4" TITEN 2150 #) <br />2 x 8 45A DIAGONAL (4) 10d NAILS INTO <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 />A. <br />7/16" OSB <br />TO BE INSTALLED <br />F-- BOND BEAM OR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 11/2" <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 />CONTACT ENGINEER OF RECORD FOR I I I <br />FURTHER INSTRUCT IONS.� <br />SCRIBE (NOTCH) <br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERHAN <br />CONNECT W/ 8d NAILS BRACE/BLKG. <br />\_2 <br />N3.S. <br />x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INSTALL WDW. SCREW ANCHOR-." ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8 <br />PROVIDE TAPCON WITHIN <br />A.. <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />INTO ARCH BLKG. PER <br />A <br />4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW, INSTALLATION DETAILS OR THRU <br />TRUSS AS SHOWN FOR O.H. UP TO Z-16" <br />FOR OVERHANGS BETWEEN 3/4" TO 11/2" <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 4Y�" WOOD <br />(2) 10d NAILS @ 8" O.C. <br />ARCH DETAIL <br />4'MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" <br />0 <br />TO TRUSS TOP CHORD <br />SCALE: N.T.S. <br />�S <br />O.C. 12 <br />+ <br />+ + PLYWOOD SHEATHING <br />11-011 5141 <br />JACK TRUSS PROVIDED BY SEE <br />+ <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ <br />+ + <br />+ + BLOCKING AS <br />0jLfINISHFL0g1 <br />A <br />2 <br />x 8 BUCK - CONNECT TO BLOCK SECTION <br />WITH <br />1/4" x 3 1/4" TAPCON (11/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />_nKF== <br />EMBEDMENT IN 0 K.) <br />/4" MAX <br />PER NAILING SCHEDULE LL <br />TO SUPPORT <br />TRUSS + <br />A <br />A', #5 BAR <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />24' 8" <br />(5) 12d NAILS SIMPSON <br />+ SOFFIT <br />+ <br />+ <br />I> <br />V CENTERED W/ M <br />90' H IN TOP <br />1 X 4 FURRING <br />BLKG. & BUCK <br />2X6 TO 2X4 H2.5A W/ (10) <br />8d NAILS <br />2X4 SYP L <br />EACH TRUSS <br />9 <br />KNOCKOUT/ N <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 8 DIAG. BRACE BTW%`,1, <br />2 x 8 VERT. W/ (2) 1 Od <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x ------ <br />W/ <br />CONNECTOR <br />% <br />MONO FOOTING A <br />E <br />x <br />VERT. BRACES WHEN HGT. OF 'IN <br />TAPCON AT EA. SIDE <br />CONT. (3 <br />12d NAILS <br />SEE LINTEL <br />A <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS <br />BRACE EXCEEDS 24" <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 />CLEAN FILL <br />2 x 8 VERT. BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />IT <br />DIRT <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN -7 <br />PRECAST LINTEL -j <br />ANDARD C) <br />I <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />HOOK <br />#5 BAR IN <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W1 (2) #6 X 4W' WOOD <br />FOR OVER HANG <br />FILLED CEL <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 />1 It L N 1, It L, <br />INSTALL WDW, SCREW--'� <br />BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL <br />4'MAX. RAD. <br />WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" <br />4 <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />O.C. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS 13-13 <br />ARCH DETAIL rK <br />SECTION @ ENTRY <br />SECTION @ ROOF EXTENSION <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING <br />SCALE: N.T,S. <br />�S <br />SCALE: 3/4" V-0" <br />�S <br />SCALE: 3/4" V-0" <br />�S <br />SECTION DETAILS <br />SCALE: 3/4" = V-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 />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 'IN". 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 />- <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 />"SQUEEZED" <br />- W i W ' M ' AT PERIMETER <br />1/2" NAILS TO STUDS & (1) - <br />COURSES TO PREVENT THE MORTAR FROM BEING OUT. <br />1/4" EXPANSION BOLT (2 <br />- WHERE THIS CONDITION <br />(1) #5 BARS CONT. <br />5/8" DIA. ALL THREAD ROD <br />>_ #5x6'EMBEDDED INTO EXISTING BOND BEAM <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL PER ANCHOR) <br />- OCCURS <br />TOP WITH MIN. 3" - <br />EPDXIED W/ SIMPSON "SET" <br />x <br />z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCIN <br />COVER 64' <br />EPDXY MIN. 6" EMBEDMENT & <br />0 <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTH R <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_ NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />x <br />0 <br />THANONELENGTH, DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />0 x c- <br />Uj <br />0 <br />REINFORCING AS FOLLOWS: <br />• <br />SEALANT <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />#5x6'EMBEDDED INTO <br />• PRESS PANEL REINFORCING INTO PLACE. <br />MIN. LAP SPLICE W/ <br />11F <br />EXISTING FOOTING CONC. <br />(2) #5x6' IN <br />• COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />F_ <br />i 1 .11 <br />CO FILLED CELL <br />C14 <br />SMOOTH. DO NO FURROW. <br />I Li r <br />DRILL 3/4"X5" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />GRADE <br />SET BAR IN EPDXY <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />CN <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 <br />NOTES. <br />CN 0 tt� <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />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 BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />16" MIN. COVER EA. WAY <br />S <br />rA ECTION <br />BLOCK SHALL <br />01 <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 />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" = V-0" <br />SCALE: 3/4" = V-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 />I <br />I <br />I <br />I <br />I <br />0 !9 <br />1�0 <br />V) (D <br />(3.) C—f:) <br />u_j <br />C) <br />0 LU <br />i. 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T' � �� AH 1, " � —�! ` -, - f <br />