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3 <br />c <br />-°v <br />N <br />0 <br />Q0 <br />00 <br />N <br />N <br />O <br />J <br />N <br />1 <br />ao <br />i <br />0 <br />3 <br />a <br />N <br />0 <br />a <br />E <br />o <br />0 <br />c <br />c <br />J <br />LZ <br />0 <br />U <br />v <br />0 <br />U <br />U <br />N <br />0 <br />00 <br />1X4 1/2" DRYWALL <br />1/2" DRYWALL DOORJAMB REFER <br />DOOR JAMB (REFER 1 X 4 ( <br />1 X4 1/2" DRYWALL <br />, UNACCEPTABLE INSTALLTION <br />DOOR JAMB REFER <br />( P.T. <br />TO SHT. SDW2-K1 <br />TO SHT. SDW2-K1 To SHT, sDw2-K1 <br />FOR CONN. DETAILS <br />PROPER INSTALLATION MAX. 8 <br />` DO NOT DO THIS <br />' <br />2 x BOT. PLATE W/ (2)10d @ 6" O.C. <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />1 X 4 <br />1 X 4 <br />#5 REBAR TYP, <br />(TYP,) <br />PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />PLATE W/ <br />1 X 4 <br />„ <br />3-1/4 LONG X 3/16 0 FURRING <br />3i16"� X 3" LONG �� �� <br />FURRING 3/16 0 X 3-1/2 LONG <br />TAPCONS <br />FURRING <br />#5 REBAR <br />� <br />' <br />AN <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12 O.C. FIELD <br />2X BOTTOM 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCONS STAGGERED <br />STAGGERED @ 16" <br />2X8 <br />(TYP,) <br />BLOCK@ SPACING �� <br />1 DETAIL <br />1X8 P.T. STAGGERED @ 16" O.C. <br />O.C. 2-ROWS INTO 2-ROWS INTO2x <br />1X8 <br />BAND <br />PER MANUFACTURE <br />MASONRY THROUGH �� MASONRY THROUGH <br />1-1i2 DETAIL 3 <br />�� <br />DETAIL <br />STD. <br />STD.90 ^ ` <br />90° HOOK (TYP.) <br />@ TOP & BTITM CHORD, AND (8) d <br />1x4 P.T. & 1x8 P.T. 1 x8 P.T. & 2x8 P.T. <br />FILL SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 10d @TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2"F <br />TAPCON @ 16" <br />METAL SEAT PLATE <br />1X4 P.T. <br />NOTE: <br />O.C. & 4" FROM <br />3/16" x 3 -1/2" DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALL <br />LAP SHEATHING TO <br />DOOR JAMB (REFER EACH END W/ MIN <br />2" EDGE DIST. <br />DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR <br />( <br />TO SHT. SDW2-K1 CONN. DETAIL <br />BOTTOM OF BAND <br />TO SHT. SDW2-K1 <br />JOIST TYPICAL <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS ISTZ/ox10d @ 12" O.C. <br />1 X 4 <br />J7FURRING <br />_ <br />2X8 P.T. WITH 3/16"0 X 3° <br />' +2„ <br />NOTC F @FIRST COURSE <br />SIMPSON HGAMIOKTA @ 12" O.C. <br />w/ (4) 1/4x1 1/2" SDS SCREWS <br />2x P.T. AS REQ'D <br />LONG TAPCONS <br />2X8 P.T. „ <br />STAGGERED @ 16 O.C. <br />2X8 <br />� <br />` <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />TITEN K.O. BLOCK <br />2x DETAIL <br />2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL <br />+5A <br />NOTCH <br />FIRST 2 COURSES RSES AT E '' <br />` <br />INTO <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS �cc <br />FILL <br />=L <br />NDAONDCELLPR <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. <br />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 />FILL 1st4COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX /l'-On <br />.. SOLID W/GROUT <br />fi <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. L <br />pn <br />O <br />1 PLY PRE-ENGINEERED TRUSS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />1/4" x 31/4" TAPCONS <br />SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS <br />�. <br />1/2" DRYWALL * <br />SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS <br />�— <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 CUTOUT 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 1/2" <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />CONTACT ENGINEER OF RECORD FOR <br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />FURTHER INSTRUCTIONS. <br />BACKSIDE TO FIT ARCH 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 BRACENBLKGINTO <br />N.T.S. <br />°. • <br />INSTALL WDW. SCREW ANCHOR ---'I 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />° <br />INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />PROVIDE TAPCON WITHIN <br />RETROFIT WALLOVERHANGDETAIL NT <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <br />FOR OVERHANGS BETWEEN 3/4" TO 1 112" <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 4%" WOOD <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. <br />ARCH DETAIL <br />J <br />4' MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY / <br />WALL USE X 31/2 TAPCONS AT 16 <br />(2)10d NAILS @ 8" O.C. <br />X OVER TO TRUSS TOP CHORD <br />yqN <br />(3)1/4 <br />r_ n r_ n <br />SCALE: N.T.S. <br />SS <br />O.C. 12 <br />+ <br />+ + tFNOTy PLYWOOD SHEATHING <br />1 O 5 <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ + <br />INISH FLO <br />2 <br />x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + BLOCKING AS <br />° • .. <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />> 'p <br />„ EMBEDMENT INTO .) <br />/4 MAX <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />° n >: <br />° #5 BAR <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />2'-0" 8" <br />(5) 12d NAILS <br />TRUSS + SOFFIT <br />+ + <br />. .e . , > <br />p 10" s D d ° ° CENTERED W/ <br />1 X 4 FURRING <br />BLKG. & BUCK <br />H2 5A w0/N10 <br />2X6 TO 2X4 ( ) <br />2X4 SYP ► ®s <br />o • . ° "o IN TOP o <br />' KNOCKOUT / N <br />8d NAILS <br />EACH TRUSS <br />> a .' <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 x 8 DIAG, BRACE BT <br />2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ <br />" <br />CONNECTOR s <br />— ly <br />MONO FOOTING .A e.. ° <br />VERT. BRACES WHEN HGT. OF <br />BRACE EXCEEDS 24" <br />--" <br />TAPCON AT EA. SIDE <br />BUCK - (1) WITHIN 4" <br />(3) <br />12d NAILS <br />SEE LINTEL <br />SIZE AND REINF. PER PLAN � � ' <br />AND SECTION DETAILS -1 <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />- <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />° <br />CLEAN FILL I. ° ' <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 />• <br />z <br />DIRT d — <br />TO BE INSTALLED <br />g <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTELJ <br />° STANDARD o <br />° STANDARD <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />o 90r HOOK N <br />#5 BAR IN r <br />TO FIT ARCH CONNECT W/ <br />8d NAILS <br />START OF ARC <br />IF TRUSSES USED) W/ (2) #6 X 4'%" WOOD <br />FOR OVER HANG <br />FILLED CELL , - , - s , ' ► , ' ► , <br />�, �10 <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />4' MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />. _ •, IV• • v e • ., <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />° <br />� , •,, , � "-' <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />O.C. <br />�• s• �• s• �• <br />PER INSTALLATION DETAILS <br />B-g <br />ARCH DETAIL K <br />SECTION @ ENTRY L <br />SECTION @ROOF EXTENSION (� <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />SCALE: N.T.S. SS <br />SCALE: 3/4" = V-0" SS <br />SCALE: 3/4" = V-0" SS <br />MONO TO STEMWALL FOOTING 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 />"SQUEEZED" <br />W.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 />� <br />Z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER 6'-0" <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 OTHER <br />F.F. <br />-- <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 />LL w <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />p <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />, ; ` o <br />v n <br />A <br />REINFORCING AS FOLLOWS: <br />< 0. <br />1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />— — — <br />I-J <br />* PRESS PANEL REINFORCING INTO PLACE. <br />I <br />o: <br />z <br />#5x6' EMBEDDED INTO <br />6 MIN. LAP SPLICE W/ <br />c I I <br />EXISTING FOOTING (2) #5x6 IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />SMOOTH. DO NO FURROW. <br />REINFORCING PANEL <br />p.° <br />¢ - <br />U)N <br />FILLED CELL <br />° TI <br />DRILL 3MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />MIN 6 LAP <br />GRADE o, p . I t <br />SET BAR IN EPDXY <br />IN <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />. <br />SPLICE <br />N ° ° <br />\ \ <br />REMAIN FREE OF MORTAR. <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />NOTE: <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />" z <br />C14c <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 />\ D (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 />SECTION <br />A <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 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 />„ <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 />r <br />_ 1 <br />Cl) <br />— o <br />zcli <br />z <br />U) <br />L/) (D <br />C <br />w <br />.! <br />0 LLJ <br />N <br />o <br />f- <br />m <br />LLI <br />— 8 <br />4) M <br />Cr cM <br />co <br />i <br />O 0 co <br />o <br />�' <br />'5 U_ib <br />_� <br />¢rn <br />av <br />obi Q d <br />RID-1 <br />N C B D.0 <br />N N <br />O V1 N <br />W gN <br />Z <br />J aQ c w <br />U) <br />(� LI- O � Gzl <br />10 _ "' N w <br />LL1 V¢Eto a <br />Ckz <br />log�� <br />H �4� °x o <br />LL9 o�� <br />co <br />W a < Q <br />'O4:r <br />x,,�����0FESS%Ci <br />%N <br />f101t1IlI111k � <br />To the best of the Engineers 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 />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />S <br />2 z <br />0 <br />�QLU <br />E 4 <br />wa t(r <br />oQ�o <br />QQ <br />F <br />SpLu zZ <br />VO�L <br />V LO <br />Z <br />y_ <br />^ <br />LL. <br />z <br />ro <br />f <br />z <br />5 <br />C <br />(1)rl <br />-a <br />o <br />OL <br />a <br />V <br />= <br />U) <br />Lu9 <br />000 <br />0 <br />0 <br />J <br />¢ <br />F_ <br />LU Q 'i <br />...,: rt.. <br />rj <br />LL+ <br />C) <br />J <br />z<Za <br />w � Q <br /><C <br />Sao <br />Z <br />+—I <br />0, gj � <br />J <br />L0 <br />LLJ <br />= a z <br />V..I <br />Q <br />5' <br />Lz <br />Qo <br />N <br />Z <br />dog <br />m <br />06 <br />Z <br />� <br />_ <br />0 <br />O <br />rn <br />T-4 <br />a <br />U) <br />o <br />SCALE : AS NOTED <br />DATE : 6/19/2018 <br />TECH: MJAMES <br />VERSION NO. 4s0 <br />SHEET NO. <br />SS <br />