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CD <br />M <br />�pMf <br />O <br />r, <br />o_o <br />�pMf <br />Q <br />J <br />OD <br />L0 <br />I <br />00 <br />3 <br />Q <br />00 <br />N <br />I— <br />EE <br />CL <br />c <br />8 <br />00 <br />1X4 1/2" DRYWALL <br />i <br />i <br />1/2" DRYWALL DOOR JAMB REFER <br />DOOR JAMB (REFER 1 X 4 ( <br />1 X 4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />4# <br />I DOOR JAMB (REFER <br />TO SHT. SDW2-K1 P.T. <br />TO SHT. SDW2-K1 TO SHT. SDW2-K1 <br />MAX <br />PROPER INSTALLATION <br />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 FOR CONN. DETAILS <br />1 X 4 <br />1 X 4 <br />#5 REBAR (TYP,) <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d 4" <br />1 X 4 <br />3-1/4" LONG X 3/16"� FURRING <br />3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG <br />FURRING <br />�P )BAR ` <br />AND NAILED W/ 8d COMMON @ <br />6 O.C. EDGES AND 12" O.C. FIELD <br />@ <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCONS <br />STAGGERED 16" TAPCONS STAGGERED <br />°O <br />2X8 <br />♦ <br />'' <br />BLOCK@ SPACING „ <br />1 DETAIL <br />1X8 P.T. STAGGERED @ 16" O.C. <br />O.C. 2-ROWS INTO 2-ROWS INTO <br />1X8 <br />`STD. <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE <br />MASONRY THROUGH �� <br />1-1/2 DETAIL MASONRYTHROUGH 3" <br />DETAIL <br />STD. 90^ <br />♦ <br />90" HOOK (TYP.) <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & ix8 P.T. <br />1x8 P.T. & 2x8 P.T. <br />FILL SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />BE NAILS 10d @TRUSS VERT. <br />3/16" x 3 -1/2" <br />TAPCON @ 16"LO.C. <br />METAL SEAT PLATE <br />1X4 P.T. <br />NOTE: <br />& 4" FROM <br />3/16" x 3 -1/2" DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALLV <br />7/ <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 />BOTTOM OF BAND <br />TO SHT. SDW2-K1 <br />TO SHT. SDW2-K1 CONN. DETAIL11LElla <br />` <br />JOIST TYPICAL <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />10d @ 12" O.C. <br />1 X 4 <br />FURRING <br />— <br />2X8 P.T. WITH 3/16" 3 X 3" <br />' 2„ <br />NOTC @ FIRST COURSE <br />SIMPSON HGAM10KTA @ 12" O.C. <br />LONG TAPCONS <br />2x P.T. AS REQ'D <br />2X8 P.T. <br />STAGGERED @ 16" O.C. <br />2X8 <br />I <br />♦ <br />INTO BAND JOIST& 4C1R/4"x2 3/4" <br />( ) <br />TITEN INTO K.O. BLOCK <br />2x DETAIL <br />2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL <br />t5^ <br />NOTCH WEB AT THE <br />FIRST 2 COURSES <br />♦ <br />, <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />LED CELL PER <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION <br />H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />�s <br />sCALE.N.T.s. <br />SS <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />SECTION <br />UPLIFT CAPACITY <br />W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. <br />A -A <br />_ 1600 #FOR 2 STRAPS <br />FILL COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" <br />8" <br />D W <br />SOLID wiGRouT <br />1 PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1/4" x 3 l/4" TAPCONS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS <br />1/2" DRYWALL * <br />SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS <br />4. <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"x21/4" TITEN = 2150 #) <br />2 x 8 45A 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 />POLY -CELL IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />CONTACT ENGINEERFRECORDFOR <br />INSTRUCTIONS. <br />.. <br />SCRIBE NOTCH <br />FACE OF ARCH W/ (3)10d NAILS <br />OVERRAN�.� •:. •: • .a <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />.� <br />.. ° . <br />CONNECT W/ 8d NAILS BRACEI BLKG. <br />N.T.S. <br />INSTALL WDW. SCREW ANCHOR- 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN <br />ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />INTO ARCH BLKG. PER 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 l MIN. OF START OF ARCH <br />IF TRUSSES USED) W/ (3) #6 X 4%" WOOD <br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR Ill <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />ARCH DETAIL <br />4' MAX. RAD. <br />USE (1) SIMPSON 1l2" HD TITEN (CENTERED) w/ <br />O�FX Ry TO TRUSS TOP CHORD <br />qN <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ �F <br />yOTy <br />j r_0rt 50-011 <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 <br />2 x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + BLOCKING AS <br />• <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 />• • '. ° °: #5 BAR <br />' <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />2'-0" 8" <br />() SIMPSON <br />5 12d NAILS <br />+ + SOFFIT <br />+ <br />y . ° • .' ► p ° ° <br />p. 10 • ° : CENTERED W/ g <br />H 29 - <br />BLKG. & BUCK <br />2X6 TO 2X4 w/ <br />2X4 SYP <br />IN TOP 4 <br />• ° ' ' • <br />1 X 4 FURRING <br />8d NAILSH25A <br />EACH TRUSS <br />- - <br />_ p .a .' • KNOCKOUT / c� <br />1 ; ° CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2)10d <br />CONNECTOR <br />i <br />— d <br />NAILS AT EA. END <br />PROVIDE 2 x 8 DIAG. BRACE B <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />MONO FOOTING <br />SIZE AND REINF. PER PLAN I ° • <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />" <br />12d NAILS <br />SEE LINTEL <br />AND SECTION DETAILS -I <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4 <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />-I <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />s <br />CLEAN FILL <br />2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION <br />() <br />ARCH <br />#2 SYP @ 24" O.C. <br />O IT <br />ENTER Soft <br />DIRT 6 z <br />TO BE INSTALLED <br />000, <br />BUILT UP PLWD. BUCK - <br />4'-0" MAXE LA <br />PRECAST LINTEL <br />. •:. . •ffTANDARD 4 <br />HOOK N <br />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <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 />��k. <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 />, , • � .• �• • �� V" 'Vol, <br />� _ , <br />'% <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS <br />INSTALL WDW, SCREW <br />EQUAL EQUAL <br />WALL USE 2 1/4" X 31/2" TAPCONS AT 16" <br />( ) <br />•• <br />r ' � , W- ' " <br />THRU OSB INTO 2 x 8 <br />ANCHOR INTO ARCH BLKG. <br />O.C. <br />PER INSTALLATION DETAILS ARCH DETAIL rK <br />B-B <br />SECTION @ ENTRY KT <br />SECTION @ ROOF EXTENSION M <br />STEMWALL FOOTING SIZE AND <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" = V-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"4" 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 w/ x 1 <br />S2" <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 <br />NAIL STUDS & (1) - <br />S & (1) <br />COURSES TO PREVENT THE MORTAR FROM BEING OUT. <br />114" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />(1) #5 BARS CONT. <br />5/8" DIA. ALL THREAD ROD <br />L <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />g PER ANCHOR <br />9 a. PANEL ) <br />OCCURS <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON "SET' <br />Z0 <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER 61-0" <br />EPDXY MIN. 6" EMBEDMENT & <br />In <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />F.F. <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 />I'� NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />`w <br />0 0 A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />, o' P. <br />w a <br />REINFORCING AS FOLLOWS: <br />. <br />1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />-:: SEA LAN T <br />p e <br />g <br />a <br />g <br />#5x6' EMBEDDED INTO <br />* <br />v z <br />PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/ <br />p ° <br />g EXISTING FOOTING (2) #5x6' IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />' <br />i� c¢in FILLED CELL <br />SMOOTH. DO NO FURROW. <br />° p :° <br />. \ <br />N <br />DRILL 3/4"4"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 />NOTE: <br />REMAIN FREE OF MORTAR. <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />��a <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 />. <br />16"MIN. COVER EAWAY <br />A SECTION <br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />IrlEXISTING <br />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 MAYBE INSTALLED IN ANY OPENING. <br />= <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 />z� <br />z� <br />z <br />Q <br />a <br />c!I C9 <br />a--+ W <br />C13 p <br />•0 W <br />� <br />U <br />W <br />M <br />mo <br />y M <br />E <br />~_ <br />■. <br />�Qf <br />U �, <br />000 <br />t - o <br />�o <br />Q cm <br />u7gv <br />�Q o <br />B D. <br />"'T <br />I/ <br />N �O <br />� V�i N <br />-°N",z <br />kL z <br />r I-, <br />C7 LL 4 O rL <br />W 9 CL . <br />— ELL a <br />, <br />W v a nrn 3 <br />3 <br />Z0P-0 o0 <br />Z H � E a <br />LLMN �S C14 �, m <br />IW Q N¢d <br />Q � U <br />www. i��!lflllE � <br />e0 N °o�rii <br />U�� `GOV� <br />'•. CO <br />R0F• <br />ij��`E ES S S\ <br />`Q; ` <br />10titt}titll E\ <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and spedfications 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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />6 <br />W� <br />za <br />a <br />ZW <br />J <br />{y,� F J <br />LL u K N <br />'i® <br />Q <br />$� <br />N <br />: <br />z <br />DC <br />z <br />o <br />Y o" <br />T <br />Q185 <br />Yj 0 8: <br />k <br />N <br />LJJ <br />a� <br /><�o <br />oC <br />Z <br />Ln <br />J <br />Q <br />Q <br />z <br />$Wo <br />az <br />00 <br />*k <br />'� <br />Z <br />Z <br />S <br />m <br />o <br />g <br />W <br />l <br />az <br />o <br />T-4 <br />SCALE : AS NOTED <br />DATE : 7/30/2018 <br />TECH: MJAM ES <br />VERSION NO' 411 <br />SHEET NO. <br />SS <br />