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0 <br />o <br />!mu-vi <br />M <br />Ln <br />1x4 1/2" DRYWALL <br />1/2 DRYWALL DOOR JAMB REFER <br />DOOR JAMB (REFER 1x4 F ( <br />1x r'1/2° DRYWALL <br />� UNACCEPTABLE INSTALLTION <br />DOORJAMB (REFER <br />TO PRODUCT P.T. <br />TO PRODUCT TO PRODUCT <br />APPROVAL FOR CONN. <br />—4 <br />_ <br />Mom' <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.M�lFx <br />APPROVAL FOR CONN. <br />1x4 <br />1X 4 <br />#5 REBAR <br />(TYP,) <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />4 P.T. <br />LONG X 3/16"0URRING <br />X 3" LONG FURRING 2 ROWS 3/16" x 3-1/2"(�,P <br />TAPCONS () <br />FURRING <br />#5 REBAR ` <br />AND NAILED W/ 8d COMMON @3/16"$ <br />6" O.C. EDGES AND 12" O.C. FIELDO.C., <br />2X BOTTOM PLATE W/ 8d @ 4" <br />2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCON @ 16" O.C. & 4" <br />STAGGERED IN 16 <br />2X8 <br />)3-1/4" <br />` <br />' <br />BLOCK@ SPACING „ <br />1 DETAIL <br />1x8 P.T. FROM EACH END w/ MIN. <br />O.C. 2-ROWS INTO „ <br />2 EDGE DIST. <br />1X8 <br />JOIST W/ FACE NAIL <br />PER MANUFACTURE <br />MASONRY THROUGH _ �2�� DETAIL 1x8 w/ (2) ROWS 8d NALS <br />3 <br />�� <br />DETAIL <br />TD. 90° HOOK (TYP.) <br />STD. 90^ ` <br />@BAND <br />8) <br />@TOP & BTTM CHORD, AND (8} <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />FILL SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />6" x 3 -1/2" <br />PCON @ 16 <br />1x4 P.T. DOOR JAMB (REFER <br />TO PRODUCT <br />METAL SEAT PLATE <br />& 4" FROM <br />DOOR JAMB (REFER <br />1/2" DRYWALL71 <br />NOTE: <br />. <br />END W/ MIN <br />APPROVAL FOR CONN. <br />TO PRODUCT <br />1x4 <br />Vo/,z <br />7/ <br />LAP SHEATHING TO <br />DOOR JAMB (REFERCH <br />TO PRODUCT DGE DIST. <br />4N. <br />APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3L <br />/16" <br />I <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />APPROVAL FOR CO <br />x 3-1/2" TAPCON @ 16" <br />(2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH <br />1x4 <br />— — —I <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. <br />4" FROM EACH END w/ 2x$ P.T. ATTACH SECOND PLY wl <br />FURRINGSIMPSON <br />' +2-, - <br />- <br />NbTC F� @FIRST COURSE <br />HGAMIOKTA 12" O.C. <br />w/ (4)1/4x1 1/2"SDS SCREWS <br />.T. AS REQ'D <br />MIN. 2" EDGE DIST. (2) ROWS 10dx3" <br />2x8 <br />` <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />2x DETAIL <br />2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL <br />+5A <br />NOTCH WEB AT THE <br />FIRST 2 COURSES <br />` <br />TITEN INTO K.O. BLOCK <br />I I <br />I <br />L <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS �cc <br />FILLED CELL PER <br />—IT <br />FOUNDATION 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, 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 = 805 # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />A <br />-A <br />=1610 # FOR 2 STRAPS <br />soLi1 t 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />: <br />2'-0" <br />8" <br />1 PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN.. <br />x 31/4 <br />1/4" " TAPCONS <br />BLOCK HEADER ARCH BLKG& BUCK <br />SIMPSON HM9KT w/ (4)1/4"xi 1/2" SDS <br />�' ' • <br />1/2" DRYWALL * <br />SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS <br />41 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. ON THE <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />'. <br />7/16" OSB <br />TO BE INSTALLED <br />BOND BEAM OR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 <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 <br />OR <br />FURTHER wsTRucrioNs. <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 />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />:• ;<. <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INSTALL WDW. SCREW ANCHO ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />PROVIDE TAPCON WITHIN <br />:. .. �. <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS A <br />4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />-A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR <br />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 />) O <br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REO'D. <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />(2)10d NAILS @ 8" O.C. <br />ARCH DETAIL <br />4 MAX. RAD. <br />USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ <br />x <br />FiQy TO TRUSS TOP CHORD <br />qN <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />�� <br />NCTy <br />11_011 <br />-0 <br />1151 <br />SCALE: N.T.S. <br />SS <br />12 <br />+ + PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE <br />+ <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ <br />+ + <br />INISH FLO QR <br />2 x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />BLOCKING AS <br />+ <br />° <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />„ EMBEDMENT INTO ) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />° e <br />/4 MAX <br />2,4" 8" <br />TRUSS + SOFFIT <br />° . p p a #5 BAR <br />o P <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS <br />+ + <br />+ <br />p 10" a CENTERED W/ <br />° g <br />9 H p <br />1 X 4 FURRING BLKG. &BUCK <br />H2.5AwSIMPSON <br />2X6 TO 2X4 H2.5A w/ (10) <br />8d NAILS <br />2X4 SYP .. s <br />EACH TRUSS <br />p ° °� IN TOP o <br />- <br />p Ig KNOCKOUT / 04 <br />_ . <br />o 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 2 8 DIAG. BRACE B <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ <br />s s <br />CONNECTOR �� <br />— p <br />MONO FOOTING •,p 4 p p <br />x <br />(3) <br />SIZE AND REINF. PER PLAN <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SEE LINTEL7 <br />° <br />AND SECTION DETAILS -I <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. BRACES INSIDE TO ALLOW FOR INSULATION <br />() <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />DIRT D Z <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />°. STANDARD q <br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN ° 90° HOOK �+ <br />/ <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4%" WOOD <br />FOR OVER HANG <br />FILLED CELL <br />8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />START OF ARG <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />° <br />a o o o <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS <br />EQUAL EQUAL <br />4 MAX. RAD. <br />WALL USE (2)1 /4" X 31/2" TAPCONS AT 16" <br />°Sk <br />INSTALL WDW, SCREW THRU OSB INTO 2 x 8 <br />O.C. <br />ANCHOR INTO ARCH BLKG. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS ARCH DETAIL K <br />B-B <br />SECTION @ENTRY L <br />SECTION aC� ROOF EXTENSION M <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 />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 />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 />1/2" NAILS TO STUDS & (1) - <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 />5/8" DIA. ALL THREAD ROD <br />"SET" <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON <br />Z <br />0 <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />COVER 6'-0" F.F. <br />EPDXY MIN. 6" EMBEDMENT & ` <br />� <br />g FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />3" MIN. EDGE DISTANCE � <br />v NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />o <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />p ;' P <br />Uj a A <br />REINFORCING AS FOLLOWS: <br />* <br />SEALANT <br />• —I I� I —= T�T <br />o <br />v <br />< a <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />o — II — II�— <br />TT <br />f-Q <br />J <br />PRESS PANEL REINFORCING INTO PLACE. <br />T <br />II <br />U #5x6 EMBEDDED INTO <br />z <br />6D <br />MIN, LAP SPLICE W/ <br />— <br />� g EXISTING FOOTING <br />CONC.()COVERPANEL <br />REINFORCING WITH UPPER HALF OF MORTAR BED AND ROW <br />OR TROWEL <br />SMOOTH. DO NO FURROW. <br />REINFORCING PANEL <br />� � <br />n ° ^� -1= <br />N FILLED CELL <br />III DRILL 3/4"x5" 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 />REMAIN FREE OF MORTAR. <br />NOTE: <br />`' <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />_z <br />T • o <br />` <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />, ° <br />�"0 <br />4" 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 BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />16" MIN.Of COVER EA. WAY <br />A 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 />j 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" =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 />Q <br />z � <br />z <br />Q Maroma <br />d N <br />N z <br />o <br />� <br />N LL <br />fC3 W o <br />o <br />w <br />N E <br />�NF— <br />A <br />9 <br />W <br />— o 8 <br />MINE <br />'I ` <br />zI <br />U o <br />c Ct) <br />■ <br />rn rn <br />�m <br />N N <br />p° � <br />LL1 � —� o SOU pI W <br />LU LL c z <br />V p c4 <br />oym <br />z <br />� 0ites .�J ���,,�� <br />LU Q / <br />O <br />'n e� }aU� <br />• � <br />s <br />FESS�Q <br />' MtiII II10'0 <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 Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />MmZ <br />�W <br />z <br />M <br />pS <br />U_o <br />Q E <br />;` �U <br />z <br />o <br />W� <br />>m <br />as <br />_-® <br />w° a <br />_ <br />XO <br />a< <br />00 <br />pU <br />O� <br />Z <br />D <br />Qp <br /><o� <br />WW <br />rp <br />C <br />z <br />=Y <br />hm <br />mO <br />Oz <br />z <br />U, <br />Q W <br />�z <br />W <br />u 3 <br />0 <br />'° <br />�, W <br />c>o <br />�G <br />z <br />�w <br />�~ <br />a� <br />v <br />8 <br />C:O <br />d' <br />nL1 <br />W <br />ID <br />■� o <br />O <br />O <br />m <br />C:) <br />Q <br />C = <br />N <br />n' tb Q <br />W 0 <br />T <br />(0 <br />■�■/ o rl- <br />T <br />LO <br />T <br />ca <br />O4) N <br />,c'M \ <br />- <br />iii (� <br />o <br />Z <br />z <br />E 0 <br />E <br />co <br />a <br />� d o <br />JOB <br />NO: 19-5892 <br />SCALE : AS NOTED <br />SHEET NO. <br />SS <br />