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3 <br />v <br />s <br />m <br />c <br />v <br />N <br />0 <br />0 <br />00 <br />cn <br />I <br />N <br />m <br />N <br />0 <br />co <br />LO <br />LO <br />2 <br />a� <br />i <br />Q <br />0 <br />0 <br />G <br />E <br />E <br />S <br />`v <br />J <br />y <br />LZ <br />0 <br />0 <br />0 <br />U <br />'o <br />i <br />Cl- <br />-2 <br />0 <br />v <br />U <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />O <br />C <br />m <br />0 <br />5 <br />2 <br />,m <br />0 <br />1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL <br />1/2" DRYWALL <br />DOOR JAMB REFERr2X8 <br />UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER <br />TO PRODUCT P,T. TO PRODUCT <br />TO PRODUCT <br />MAC( <br />PROPER INSTALLATION <br />8� <br />DO NOT DO THIS <br />2"x BOT. PLATE W/ (2)10d @ 6" o.c. <br />APPROVAL FOR CONN. APPROVAL FOR CONN. <br />1x4 <br />APPROVAL FOR CON <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 />1x4 P.T. <br />FURRING 3/16" 0 X 3" LONG FURRING <br />(2) ROWS 3/16" x 3-1/2 <br />FURRING <br />#5 REBAR <br />' <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" FIELD <br />@ <br />O.C., 2 ROWS STAGGERED <br />3-1/4" LONG X 3/16"� TAPCONS <br />(TYP,) <br />O.C. <br />INTO STAGGERED @ 16" <br />TAPCON 16" O.C. &TAPCON. <br />` <br />' <br />1x8 P.T. <br />BLOCK@ SPACING „ O.C. 2-ROWS INTO <br />1 DETAIL <br />FROM EACH END w/M. <br />2" EDGE DIST. ATTACH <br />41 <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE MASONRY THROUGH „ <br />1-1 /2 DETAIL <br />1 x8 w/ 2 ROWS 8d NALS �� <br />() 3 <br />DETAIL <br />SOLID <br />FILLBOTH <br />STD. 90^ ` /� <br />D. 90° HOOK (TYP.) <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. <br />STAGGERED @ 12" O.C. <br />BOTH CELLS <br />t t <br />HOOK (TYP.) <br />%* <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />TAPCON @ 16" 1x4 P.T. <br />TAP <br />DOOR JAMB (REFER <br />TO PRODUCT <br />TAL SEAT PLATE <br />UN <br />O.C. & 4" FROM DOOR JAMB (REFER <br />APPROVAL FOR CONN. 1x4 1/2" DRYWALL <br />TE: <br />LAP SHEATHING O <br />EACH END W/ MIN TO PRODUCT <br />2"LAI <br />DOOR JAMB (REFER <br />EDGE DIS0T. APPROVAL FOR CONN. <br />2x8 P.T. w/ (2) ROWS 3/16" <br />' ` <br />TTOMOF BAND <br />JOIST TYPICAL <br />TO PRODUCT <br />APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4 <br />(2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EACH <br />TAPCON @ 16" O.C. & <br />END w/ MIN. 2" EDGE DIST. <br />FURRING <br />NOTC F� @FIRST COURSE <br />SIMPSON HGAM10KTA 12" O.C. <br />4" FROM EACH END w/ 2x8 P,T. <br />ATTACH SECOND PLY w/ <br />' ±2" <br />w/ (4) 1Ax1 1/2" SDS SCREWS <br />2x P.T. AS REQ'D MIN. 2" EDGE DIST. <br />(2) ROWS 10dx3" 2x8 <br />� <br />` <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />2x DETAIL 2 1 /4" DETAIL <br />STAGGERED @ 12" O.C. �_ 1 /4" DETAIL <br />+5A <br />NOTCH WEB AT THE ' <br />FIRST 2 COURSES <br />` <br />TITEN INTO K.O. BLOCK <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS <br />�,'�', <br />LED CELL PER <br />FOUNDATION PLAN <br />v <br />FILLED CELL INSTALLATION <br />H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />SS <br />SCALE; N.T.S. <br />SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. <br />INFO SCALE: N.T. <br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. A <br />-A <br />= 1610 # FOR 2 STRAPS <br />FILL 1St4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />�. SOLID W/GROUT <br />� 2'-0" 8" <br />1 PLY PRE-ENGINEERED TRUSS <br />° <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1/4" x 31/4" TAPCONS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS <br />1/2" DRYWALL * <br />SCREWS & (5)1/4" x 21/4" 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 45^ DIAGONAL (4)10d NAILS INTO <br />LEAVE A CUT OUT IN O.S.B. <br />ON THE <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />ti <br />7/16" OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 1/2" ' <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />POLY IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. ' ^ <br />•. <br />-CELL <br />SCRIBE (NOTCH) <br />FACE OF ARCH W/ 3 10d NAILS <br />O <br />OVERHAN •:.•.:.� <br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N,T.S. <br />x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR\_2 <br />ARCH FACES W (4) 1Od NAILS THRU OSB INTO 2 x8 <br />PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />INTO ARCH BLKG. PER <br />4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <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 />IF TRUSSES USED W/ 3 #6 X 4'%" WOOD <br />) () <br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REGD. <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />(2)10d NAILS @ 8" O.C. <br />ARCH DETAIL J <br />4 MAX. RAD. <br />USE (1) SIMPSON 112" HID TITEN (CENTERED) w/ <br />� <br />A,0 <br />�FRygN TO TRUSS TOP CHORD <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ �FN G% <br />rr <br />1 -O rr r 5 -O <br />SCALE: N.T.S. SS <br />12 <br />+ N PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />i <br />+ + <br />+ + <br />+ + <br />OlLf INISH FLO <br />2 <br />x 8 BUCK - CONNECT TO BLOCK SECTION <br />+ BLOCKING AS <br />+ <br />.° • ,. <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. <br />ROOF SHEATHING ATTACHED <br />REQUIRED <br />„ EMBEDMENT INTO K.) <br />/4 MAX <br />PER NAILING SCHEDULE <br />ALL <br />TO SUPPORT <br />TRUSS <br />d #5 BAR <br />BLOCK HEADER <br />2'-0" 8" <br />SOLID BLKG. AT TOP BTWN. ARCH <br />5 12d NAILS SIMPSON <br />O <br />f <br />+ SOFFIT <br />+ <br />; . > : .' e <br />p 1-0 ° p. a a . " CENTERED W/ 2 <br />9 H _ <br />BLKG. & BUCK <br />2X6 TO 2X4 <br />, ®e <br />° ' ' ° �" IN TOP b <br />' , <br />1 X 4 FURRING <br />8d NAILS(10) <br />EACH TRUSS <br />.a KNOCKOUT! N <br />/ <br />_ III '• .e ° CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />PROVIDE <br />(2) MIN. <br />PROVIDE 2x ° <br />CONT. W/ <br />� <br />CONNECTOR '� ® <br />- - p• <br />MONO FOOTING ' °a .e. • ., s a <br />PROVIDE 2 x 8 DIAG. BRACE BT <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 />AND SECTION DETAILS -I <br />BRACE EXCEEDS 24" <br />BUCK <br />- (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />- <br />LEAVE A CUT OUT IN O.S.B. ON TI <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />a <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 />DIRT �' Z <br />TO BE INSTALLED <br />4'-0" MAX SEE PLAN <br />BUILT UP PLWD. BUCK - <br />PRECAST LINTEL <br />a� ., <br />"ffTANDARD o <br />SCRIBE (NOTCH) BACKSIDE <br />( <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />n HOOK N <br />#5 BAR IN <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4%'WOOD <br />FOROVER HANG <br />FILLED CELL <br />8d NAILSSTART <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />OF ARC <br />SCREWS @ 16 O.C. MAX. OR IF MASONRY <br />( ) <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL <br />MAX. RAD. <br />WALL USE (2) 1/4" X 3112" TAPCONS AT 16" <br />.% <br />,' ' r .• � . . . <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 EXTENSIONrM <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING <br />SCALE: N.T.S. SS <br />SCALE: 3/4" =1'-0" SS <br />SCALE: 3/4" =1'-0" SS <br />SECTION DETAILS <br />SCALE: 3/4" = 1'-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 />B) 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 "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 />TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />ANCHOR <br />HTT4 x 1 <br />S2" <br />MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" <br />( ) <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 />1/2" NAILS STUDS & (1) - <br />NAIL U S & (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 />L <br />5/8" DIA. ALL THREAD ROD <br />� <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL <br />PER ANCHOR) <br />TOP WITH MIN. 3" OCCURS <br />EPDXIED w/ SIMPSON "SET" <br />z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING <br />COVER 6.0 <br />EPDXY MIN. 6" EMBEDMENT &co <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER <br />3"MIN. EDGE DISTANCE <br />< <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) <br />EXPANSION STRIP <br />U- "U <br />NON SHRINK GROUT. <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 />----T <br />LU 1 <br />A <br />REINFORCING AS FOLLOWS: <br />* <br />SEALANT <br />:. o e . - I (- <br />7I <br />a a <br />� <br />j <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ;';'. "; <br />* PRESS PANEL REINFORCING INTO PLACE. <br />I- I=I „MITI- <br />W <br />- <br />v z <br />#5x6 EMBEDDED INTO <br />* - <br />� 6 MIN. LAP SPLICE W/ <br />u <br />oTII=IIF <br />- - <br />— — <br />SIT <br />- <br />� � <br />G <br />EXISTING FOOTING (2) #5x6 IN CONC. <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCINGPANEL <br />.: -I I -I <br />_ <br />cn � <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />° <br />° - _ <br />�_ III <br />N <br />„ , <br />DRILL 3/4 x5 MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT <br />_ <br />GRADE o <br />\ <br />SET BAR IN EPDXY <br />FURROW, MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP <br />P <br />g e <br />O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE <br />CN ? <br />, <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />co <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 />� a <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT <br />° ° <br />b <br />4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL <br />\ t> (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 BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />16" MIN. COVER EA. WAY <br />A S ECT 10 N <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 />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 />XAi <br />".0% <br />1-7 <br />G, <br />ps <br />• 'V( <br />0. <br />� <br />•� <br />Qom` <br />�, � L. <br />FOES°$kQeo <br />\\ <br />ppt <br />Flil�lllG \0 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. 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