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11X44 r-1 /2" DRYWALL <br />DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER <br />F <br />b <br />X 4 1/2" DRYWALL <br />1 X 4t' <br />UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER P.T. <br />TO SHT. SDW2-K1 P.T. <br />TO SHT. SDW2-KI TO SHT. SDW2-K1 <br />FOR CONN. DETAILS <br />MAX. <br />PROPER INSTALLATION <br />8" <br />DO NOT DO THIS #*# <br />2"x BOT. PLATE W1 (2) 10d @ 6" O.C. <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />X 4 <br />X 4 <br />#5 REBAR (TYP,) <br />*# <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />1 X 4 <br />3-1/4" LONG X 3/16"0 FURRING <br />3116"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG <br />TAPCONS <br />FURRING <br />#5 REBAR 4 <br />1%* <br />AND NAILED W/ 8d COMMON @ <br />6" D.C. EDGES AND 12" O.C. FIELD <br />2X BOTTOM PLATE W/ 8d @ 4" <br />O,C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCONSSTAGGE <br />STAGGERED @ 16" <br />2X8 <br />LL <br />(TyP5 <br />BLOCK@ SPACING <br />1" DETAIL <br />D.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16' <br />2-ROWS INTO <br />1X3 <br />4 <br />2x BAND W/ 10d <br />PER MANUFACTURE <br />MASONRYTHROUGH <br />1-1/211 DETAIL— MASONRYTHROUGH 311 DETAIL <br />OTD 90- HOOK (TYP.) <br />STD. 90' <br />I <br />JOIST FACE NAIL <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. <br />FILL SOLID <br />130TH CELLS <br />HOOK (TYP.) <br />S# <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" <br />'I" I <br />METAL SEAT PLATE <br />E <br />TA P CO N 1 <br />TAPCON @ 16" <br />4 F R 1 <br />D.C. & 4" FROM <br />0 C <br />1 X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER <br />1X4 1/2" DRYWALL <br />Ta <br />4% <br />4% <br />**A4 <br />I <br />YB <br />NOTE: <br />C <br />EA C H E N <br />EACH END W/ MIN <br />D <br />DOOR JAMB (REFER 2" EDGE DIST. <br />EDGE DIS <br />1 R <br />K FO <br />DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR <br />TO SHT. SDW2-K1 CONN. DETAIL <br />LA <br />LAP SHEATHING TO <br />C <br />BOTTOM OF BAND <br />TO SHT. SDW2-K1 <br />JO <br />FOR CONN. DETAILS, <br />FOR CONN. DETAILS <br />C <br />2" D.C. <br />10d @ 1A <br />1X4 <br />FURRING <br />3/16 '0 X 3' <br />2X8 P.T. WITH 3/16"0 X 3" <br />±2 N�OTCER 0 FIRST COURSE <br />USP HGAM10 @ 12" O.C. w/4-SDS <br />1/411/2" SCREWS INTO BAND <br />T ", ",:r <br />2x P.T. AS REQ'D <br />LONG TAPCONS <br />S <br />2X8 P.T. <br />STAGGERED @ 16"0 . C. <br />2X8 <br />L <br />JOIST & (4) 3/16"x1-3/4" WEDGE <br />2x DETAIL <br />2-ROWS INTO MASONR <br />2 1/4" DETAIL Y 3-1/4" <br />DETAIL <br />NOTCH WEB AT THE 4% <br />FIRST 2 COURSES <br />BOLTS INTO K.O. BLOCK <br />BUILDOUT @ OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGSrcc-�'� <br />LED CELL PER <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />� <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. <br />INFO SCALE: N.T.S. <br />�s <br />SCALE: N.T.S. � �S <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />mw SECTION <br />UPLIFT CAPACITY = 945 # FOR 1 STRAP <br />W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MI N. <br />A <br />-A <br />= 1890 # FOR 2 STRAPS <br />FILL 1 st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX _O" <br />2 <br />8" <br />1 -PLY PRE-ENGINEERED TRUSS <br />SOLID W/GROUT <br />1 X 4 FURRING SOLID BLKG, AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />1/4" x 3 1/4" TAPCONS <br />USP RTI 6M Wit (8) NA1 1 NAILS & (6) 1' x 2j" <br />4' <br />BLOCK HEADER <br />TAPCONS <br />1/2" DRYWALL <br />(IF TRUSS IS 2 PLY INSTALL USP HTWM1 6 W/ (6) <br />1 Od NAILS x 11" NAILS AND <br />2 <br />8d NAILS AT 8" D.C. AT BUCK <br />2 x 8 45' DIAGONAL <br />—LEAVE A CUT OUT IN O.S.B. ON THE <br />X 1 "' WEDGE BOLTS (1) STRAP 1225 <br />(4) 4 4 <br />IN T 0 <br />(4) 1 Od NAILS INTO <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />B L K G <br />7THIS <br />INSIDE TO ALLOW FOR INSULATION <br />(2) STRAPS 2450#]) <br />7/16" OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST <br />FOR OVERHANGS BETWEEN OVER 11/2" <br />0 L <br />I E IN 0 S. B FOR <br />ARCH PANEL CUT HOLE IN O.S.B. FOR <br />BUILT UP PLWD, BUCK C LL S AREA <br />POLY -CELL IN <br />---2x845 DIAGONAL BRACE AT EA. <br />IN PLACE BEAM <br />CONTACT ENGINEER OF RECORD FOR I I <br />FURTHER INSTRUCTIONS. <br />SCRIBE (NOTCH) <br />FACE OF ARCH W/ (3) 10d NAILS <br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x8 <br />0 <br />AT EA, END <br />RETROFIT TRUSS DETAIL <br />OVERHAN <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />C / <br />\-PROVIDE <br />N.T.S. <br />(VIDTH OF WALL) BTWN. OSB <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INSTALL WDW. SCREW ANCHOR-,' LS T UOS To 8 <br />INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 <br />TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL <br />(NTS) <br />A <br />4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />INSTALLATION DETAILS -A PROVIDE TAIPCON PER WDW. INSTALLATION DETAILS OR 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 <br />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 4Y2" WOOD <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI'D. <br />4'MAX. RAD. <br />SCREWS @ 16" O,C. MAX. OR IF MASONRY <br />(2) 10d NAILS @ 8" D.C. <br />TO TRUSS TOP CHORD <br />ARCH DETAIL <br />WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" <br />SCALE: N.T.S. <br />Ss <br />O.C� 12 <br />+ <br />+ + PLYWOOD SHEATHING <br />11-011 51-0" L <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" D.C. <br />+ + <br />+ + <br />INISH FLO <br />2 <br />x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + BLOCKING AS <br />WITH <br />1/4" x 3 1/4" TAPCON (11/4" MIN. <br />B-13 <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />EMBEDMENT INTO <br />14" MAX <br />2'-0" 8" <br />PER NAILING SCHEDULE <br />LL <br />TO SUPPORT <br />TRUSS + SOFFIT <br />.. A <br />#5 BAR <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />+ <br />+ <br />+ <br />I> <br />CENTERED W/ <br />1 X 4 FURRING <br />BLKG. & BUCK <br />2X6 TO 2X4 USP RT3A <br />2X4 SYP <br />9 H <br />IN TOP <br />KNOCKOUT/ ZN <br />EACH TRUSS <br />CHAIR BLOCK <br />8d NAILS @ 8" D.C. AT BUCK <br />T <br />PROVIDE 2 x 8 DIAG. BRACE B WN�\ <br />2 x 8 VERT. W/ (2) 10d <br />NAILS AT EA, END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ <br />L <br />CONNECTOR <br />MONO FOOTING <br />1 <br />(3) <br />SIZE AND REINF. PER PLAN A <br />VERT. BRACES WHEN HGT. F <br />0 <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY--// <br />SCHED. 7 <br />AND SECTION DETAILS <br />LEAVE A CUT OUT IN O.S.B. ON T <br />ONT <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />N <br />CLEAN FILL <br />2 x 8 VERT. BRACE(S) <br />INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" D.C. <br />tENTER SO�PIT <br />DIRT <br />TO BE INSTALLED <br />4'-0" MAX SEE PLAN <br />BUILT UP PLWD. BUCK - <br />PRECAST LINTEL Is <br />�—STANDARD <br />A.*. C:) <br />SCRIBE (NOTCH) BACKS <br />1 <br />7/16" OSI3 ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN 90r <br />HOOK C-N' <br />TO FIT ARCH CONNECT W1 <br />IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD <br />FOR OVER HANG <br />FILLED CELL <br />8d NAILS <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />START OF ARC <br />SCREWS @ 16" D.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />19 I <br />7--1 <br />INSTALL WDW, SCREV <br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL_ <br />4'MAX. RAD. <br />WALL USE (2) 1/4" X 3 1/2'TAPCONS AT 16" <br />J <br />L :2 41, <br />�., %,v <br />THRU OSI3 INTO 2 x 8 <br />O�C. <br />.. <br />Sk <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS <br />ARCH DETAIL <br />SECTION @ ENTRY rL <br />SECTION @ ROOF EXTENSION <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />-B <br />MONO TO STEMWALL FOOTING <br />.13 <br />SCALE: N.T.S. �s <br />SCALE: 3/4" V-0" �s <br />SCALE: 3/4" V-0" � �s <br />SECTION DETAILS <br />SCALE: 3/4" V-0" <br />GLASS BLOCK INSTALLATION NOTES <br />NOTE: IF RETROFIT FILLED CELL CONDITIONS <br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />EXCEED (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 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 />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 />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 "S11 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 />HTT16W/(18)-16d NAILSTO <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 ---A <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 />THREAD ROD EPDXIED W/ <br />"SET" <br />>- EXISTING BOND BEAM <br />z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />TOP WITH MIN. 3" <br />SIMPSON EPDXY MIN. <br />0 <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />COVER 61-0" 11-F F <br />5" EMBEDMENT & 3" MIN� <br />co <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />EDGE DISTANCE <br />U U-1 NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />0 L <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />Uj rA <br />REINFORCING AS FOLLOWS: <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />T- <br />< U) <br />U- <br />PRESS PANEL REINFORCING INTO PLACE. <br />�5X6'EMBEDDED INTO <br />6" MIN. LAP SPLICE Wit <br />EXISTING FOOTING <br />2-#5X6'IN CONC, <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />T <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />VA <br />A <br />DRILL 3/4"X6" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT <br />GRADE <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <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 />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />�2 <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />ANT <br />'A <br />�,�—(2) <br />SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />#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. Oil COVER EA. WAY <br />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 />�1-1� <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 />0 LOO <br />V) (D <br />Q) C—/> <br />4--J LU <br />U- <br />TM <br />Lij <br />0 <br />F- <br />E <br />V) <br />in <br />cli <br />Uj <br />ce) <br />0) C, <br />a C0 <br />[2 co <br />" <br />011 <br />0 C) <br />2 O'D <br />00 <br />u) <br />=$ <br />0-,:D <br />< 0 <br />fol Z!� <br />'M < 0 <br />Al I <br />131U. <br />0 VA- <br />zz SE <br />U <br />U <br />LL fl� <br />S, <br />To the best ofthe Engin e inform d <br />belief, the structural plans a gowl fi e ed <br />s c ly <br />within these drawing omplywith F orida <br />Building Code - Residential 6th Edition. 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W <br />CLL) <br />LU <br />r%4 <br />di <br />9� <br />8 �:) <br />T--1 <br />LU <br />v) OF- Z 8 <br />2!� V <br />c) <br />< <br />< <br />z <br />�g8 <br />Lu <br />Ln <br />z <br />co <br />C:) <br />06 <br />Z <br />:5 <br />LU <br />0 <br />< z <br />R <br />0 <br />uj <br />SCALE AS NOTED <br />DATE 1/5/2018 <br />TECH: VIJAMES <br />VERSION NO' 10 <br />SHEET NO. <br />SS <br />