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0 <br />1x4 1/2" DRYWALL <br />1/2" DRYWALL DOOR JAMB REFER <br />DOOR JAMB (REFER 1x4 ( <br />1x4 1/2" DRYWALL <br />L <br />, UNACCEPTABLE INSTALLTION <br />DOORJAMB (REFER <br />TO PRODUCT P.T. <br />TO PRODUCT TO PRODUCT <br />APPROVAL FOR CONN. <br />PROPER INSTALLATION MAX. <br />8" DO NOT DO THIS <br />♦ <br />' <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />1x4 <br />1 X 4 <br />` <br />#5 REBAR (TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 4" <br />1x4 P.T. <br />3-1/4" LONG X 3/16"0 FURRING <br />3/16" 0 X 3" LONG FURRING " „ <br />2 ROWS 3/16 x 3-1/2 <br />TAPCONS ( <br />FURRING <br />#5 REBAR <br />AND NAILED W/ 8d COMMON °� <br />6" O.C. EDGES AND 12" O.C. FIELD <br />8d @ <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCON @ 16" O.C. & 4" <br />STAGGERED @ 16" <br />2X8 <br />(TYP) <br />♦ <br />' <br />BLOCK@ SPACING 11 <br />PER MANUFACTURE 1 DETAIL <br />ix8 P.T. FROM EACH END w/ MIN. <br />O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH <br />1X8 <br />`STD. 90° HOOK <br />JOIST <br />2x BAND JOIST W/ FACE NAIL tOd <br />MASONRY THROUGH �� <br />1-1 /2 DETAIL 1 x8 w/ (2) ROWS 8d NALS <br />3 <br />�� <br />DETAI L <br />(TYP.) <br />STD. 90" <br />♦ <br />@TOP & TTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. <br />BFILL OTH�ELDLS <br />HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />3/16" x 3 -1/2" �� <br />TAPCON @ 16 <br />1x4 P.T. DOOR JAMB (REFER <br />TO PRODUCT <br />:7 <br />:::7 <br />METAL SEAT PLATE <br />O.C. & 4" FROM <br />DOOR JAMB (REFER <br />DRYWALL <br />1 <br />EACH END W/ MIN <br />APPROVAL FOR CONN.rx4" <br />TO PRODUCT%LAP <br />t:7L <br />SHEATHING TO <br />DOOR JAMB (REFER <br />TO PRODUCT 2" EDGE DIST. <br />APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />♦ <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />APPROVAL FOR CONN. <br />O.C. & 4" FROM EACLJIL <br />TAPCON @ 16"1x444 <br />(2) ROWS 3/16" x 3-1/2" <br />— —I <br />Ev <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.FURRINGSIMPSON <br />4" FROM EACH END <br />+2„ <br />NOTC @FIRST COURSE <br />HGAMIOKTA 12" O.C. <br />@ <br />w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />' - <br />w/ (4)1/4x1 1/2" SDS SCREWS <br />2x P.T. AS REQ'D <br />MIN. 2"EDGE DIST. (2) ROWS 10dx3" x <br />I <br />♦ <br />INTO BANDJOIST & (4)1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />2x DETAIL <br />2 1 /4" DETAIL STAGGERED @ 12" O.c. 3-1 <br />/41' DETAIL <br />+5n <br />NOTCH WEB AT THE ' <br />FIRST 2 COURSES <br />♦ <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS �CC <br />FILLED CELL PER <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION <br />KH <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: <br />N.T.S. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />SECTION <br />A -A <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />=1610 # FOR 2 STRAPS <br />' FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2' -0" <br />8" <br />i SOLID W/GROUT <br />Ir <br />1 PLY PRE-ENGINEERED TRUSS <br />•+.y <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1/4" x 3 i/4" TAPCONS <br />BLOCK HEADER ARCH BLKG. & BUCK <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 45n 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 1/2" <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />POLY -CELL 1N THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />CONTACT ENGINEER of RECORD FOR <br />FURTHER INSTRUCTIONS. , <br />(NOTCH) <br />SCRIBE NOTCH <br />FACE OF ARCH W/ (3)10d NAILS <br />OVERHANG---.*' <br />BACKSIDE TO FIT ARCH (4)1od NAILS INTO 2 x 8 <br />AT EA. END <br />RETROFIT TRUSS DETAIL.• <br />' <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />,. <br />N.T.S. <br />INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 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 110 <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF <br />ARCH <br />IF TRUSSES USED) () %' W/ 3 #6 X 4WOOD <br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REO'D. <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />ARCH DETAIL <br />4' MAX. RAD. <br />J <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />O� <br />x FRy TO TRUSS TOP CHORD <br />qN <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ �� <br />+ NGTN <br />„ 51-011 <br />11-0 <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 />01&NISH FLO <br />2 x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ +BLOCKING A <br />° `p <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />' <br />/4" MAX EMBEDMENT INTO .) <br />PER NAILING SCHEDULE ALL <br />TRUSS + TO SUPPORT <br />p ° #5 BAR <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />2 -08 <br />" " <br />5 12d NAILS SIMPSON <br />() <br />+ + SOFFIT <br />+ <br />P <br />' 10„ ° p ° CENTERED W/ <br />p o ° M <br />H <br />BLKG. & BUCK <br />(1/ w <br />2X6 TO 2X4 H2.5A 0) <br />2X4 SYP ... <br />o ° °� IN TOP o <br />1 X 4 FURRINGKNOCKOUT/ <br />8d NAILS <br />EACH TRUSS <br />_ o Iq KNOCKOUT / c14 <br />° CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />B <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) <br />CONNECTOR °� <br />— <br />MONO FOOTING p <br />vr <br />PROVIDE 2 x 8 DIAG. BRACE <br />° <br />AND PER <br />SIZEAND <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />�, <br />12d NAILS <br />SEE LINTEL <br />ILS <br />SECTION DETA <br />BRACE EXCEEDS 24" <br />BUCK - WITHIN 4 <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />LEAVE A CUT OUT IN O.S.B. ON T <br />S <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />- <br />P o <br />CLEAN FILL ° <br />2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION <br />O <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 />PRECAST LINTEL <br />° STANDARD o <br />BUILT UP PLWD. BUCK - 7/16" OSB ARCH PANEL <br />SCRIBE (NOTCH) BACKSIDE <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />o 90' HOOK N <br />#5 BAR IN <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD <br />FOR OVER HANG <br />FILLED CELL- <br />8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />START OF ARC <br />4' MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />'- <br />(MAX. 4) 0" <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <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 B-g ARCH DETAIL K <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSION M <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING <br />SCALE: N.T.S. SS <br />SCALE: 3/4" = V-0" SS <br />SCALE: 3/4" = V-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 />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />ANCHOR <br />W.W.M. AT PERIMETER <br />SIMPSON HTT4 w/ (18)10d x 1 <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. <br />EXPANSION BOLT (2 <br />1/PER <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 />ANCHOR) <br />9 ga. PANEL ) <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 a <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 />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 />� <br />U 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 />_ <br />�--+ ' [> <br />o ; n <br />w a A <br />REINFORCING AS FOLLOWS: <br />Cn 1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />— <br />g <br />* PRESS PANEL REINFORCING INTO PLACE. <br />o <br />z #5x6' EMBEDDED INTO <br />6" MIN. LAP SPLICE W/ <br />,' <br />a EXISTING FOOTING (2) #5x6' IN CONC, <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />cn N FILLED CELL <br />SMOOTH. DO NO FURROW. <br />° <br />DRILL 3/4"4"MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE >, . o <br />`. <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />p <br />A' <br />O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE NOTE: <br />M <br />- a <br />REMAIN FREE OF MORTAR. <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />r \ <br />\ <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />° <br />�"0 <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />° <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 />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 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 />© J <br />U <br />C9 r' <br />zo <br />z�z <br />arid <br />4--J W <br />Oroo <br />.v W <br />0� <br />La <br />V <br />w� <br />o <br />m <br />U <br />'C N <br />�LL00 <br />C alAno <br />¢ rn <br />,n FL 7, <br />o <br />A 1 <br />6 D. <br />N-C " D C <br />N <br />Z W N Z z <br />a <br />W ° <br />W V Q.nCY) <br />Z p-S;�Q a <br />is y o�� m <br />�E�� <br />Q <br />g <br />g N <br />W N Q M• 0 <br />LLZ <br />;\;41ttt ff� o <br />• <br />. <br />Z <br />\ —O <br />`'i'''• a.F� o•`• .v <br />'' rifl/IltiEie\\`�\\ <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LEN NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Is <br />Za <br />Lucq.C? <br />U <br />0 <br />�1UlmLu <br />�W <br />L <br />Q <br />a <br />z <br />�3 <br />N <br />-p <br />ri <br />� <br />Ov <br />J <br />= <br />CJ) <br />LL <br />R o <br />H <br />Q� <br />o <br />z a� <br />Q <br />Z <br />1 <br />� <br />J <br />� <br />LU <br />Z <br />Lli <br />X <br />Z8 <br />F z <br />N <br />� <br />L�li <br />Z <br />o <br />m <br />O <br />o, <br />g <br />= <br />�f <br />1-4 <br />a <br />V) <br />s <br />SCALE : AS NOTED <br />DATE : 08/08/2019 <br />TECH: FM <br />VERSION N0. 4n0 <br />SHEET NO. <br />SS <br />