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T„ <br />P <br />1x4 1/2" DRYWALL <br />DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER <br />1x4 1/2" DRYWALL <br />, UNACCEPTABLE INSTALLTION <br />♦ <br />DOORJAMB REFER <br />TO PRODUCT P.T. <br />TO PRODUCT TO PRODUCT <br />FOR <br />_ <br />PROPER INSTALLATION MAX. <br />8 DO NOT DO THIS <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. APPROVAL CONN. <br />1x4 <br />1 X 4 <br />` #5 REBAR (TYR) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W! 8d 4" <br />1 x4 P.T. <br />3-1/4" LONG X 3/16" 0 FURRING <br />3/16" 0 X 3" LONG FURRING �� �� <br />TAPCONS <br />FURRING <br />#5 REBAR ` <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 />TAPCON @ 16" O.C. & 4" <br />STAGGERED @ 16" <br />2X8 <br />�P') <br />` <br />'' <br />BLOCK@ SPACING �� <br />PER MANUFACTURE 1 DETAIL <br />1x8 P.T. FROM EACH END w/ MIN. <br />O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH <br />1X8 <br />`STD. <br />90- HOOK <br />2x BAND JOIST W/ FACE NAIL 10d <br />MASONRY THROUGH 1-1 /2„ DETAIL 1x8 w/ (2) ROWS 8d NALS 3" <br />DETAIL <br />STD. 90' ` �'I <br />(TYP.) <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. STAGGERED 12" O.C. <br />@ <br />FILL SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 10d @TRUSS VERT. <br />WEB <br />x 3 -1/2" <br />TAP <br />TAPCON @ 16" <br />1x4 P.T. DOOR JAMB (REFER <br />TO PRODUCT <br />METAL SEAT PLATE <br />O.C. & 4" FROM <br />DOOR JAMB (REFER <br />1/2" DRYWALL <br />EACH END W/ MIN <br />APPROVAL FOR CONN. <br />TO PRODUCT <br />1x4 <br />LAP 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 />JOIST TYPICAL <br />APPROVAL FOR CONN. <br />2 ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" <br />() O.C. & 4" FROM EACH <br />1x4 <br />— — <br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />FURRING <br />' +2" <br />NOTC @FIRST COURSE <br />SIMPSON HGAM10KTA 12" O.C. <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" 2718 <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />2x DETAIL <br />21 /4" DETAIL STAGGERED @ 12" 0' 3-1 <br />/411 DETAIL <br />t5„ <br />FNOTCH WEB AT IRST 2 COURSESBUIE <br />OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />FI LLED CELL PER <br />FOUNDATION PLAN FILLED CELL INSTALLATION <br />H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: <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 />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 1st4 COURSES <br />SOLID W/GROUT <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'-0" <br />8" <br />.� <br />1 PLY PRE-ENGINEERED TRUSS <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"xl 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"x21/4" TITEN = 2150 #) <br />2 x 8 45" DIAGONAL (4)10d NAILS INTO <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />= <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />INSIDE TO ALLOW FOR INSULATION <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 ENGINEER RTHER INSTRUUCTIONS .. ' . ' • Y <br />SCRIBE (NOTCH) <br />FACE OF ARCH W/ (3)10d NAILS <br />OVERHANG <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />.... <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <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 PROVIDE TAPCON WITHIN <br />N.T.S. <br />�( M <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />INTO ARCH BLKG. PER 4" MIN. OF BRACE <br />DETAILS A <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" <br />INSTALLATION -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 />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF <br />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 REQ'D. <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 1/2" HD TITEN (CENTERED) w/ <br />O� <br />x FRy TO TRUSS TOP CHORD <br />D <br />AN <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ CF <br />yO7/y <br />1 r-0'r 51-0" <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 />INISH FLO <br />2 x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />BLOCKING AS <br />+ + <br />° <br />�� �� �� <br />WITH 1/4 x 31/4 TAPCON (1 1/4 MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ <br />EMBEDMENT INTO <br />PER NAILING SCHEDULE ALL <br />TOQSUPPORT <br />/4 MAX <br />.) <br />2'-0" 8" <br />TRUSS + + SOFFIT <br />°t>#5 BAR <br />, o D <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ <br />p 10" ° <br />o ° ° CENTERED W/ <br />BLKG. &BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP <br />o ° °� IN TOP 4 <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />_ o KNOCKOUT / c� <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 8 DIAG. BRACE B <br />2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ <br />CONNECTOR <br />i p <br />MONO FOOTING _ <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 <br />O <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 />BUILT UP PLWD. BUCK - <br />4'-0" MAXSEE PLAN <br />PRECAST LINTEL <br />STANDARD b <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />90' HOOK iv <br />#5 BAR IN <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 <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />START OF ARC <br />� <br />4 MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />- -_ <br />- ' � a � � �- � '- <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 />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />O.C.e <br />' - ' �- ° �. °" '"Sk <br />ANCHOR INTO ARCH BLKG.STEMWALL <br />FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />ARCH DETAIL K <br />SECTION @ ENTRY rL <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 />SIMPSON HTT4 w/ (18)10d x 1 <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 />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 />PER 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 />z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING <br />( <br />REINFORCING <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON <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 />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 LL' NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />p c� <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />o > o <br />0 a A <br />REINFORCING AS FOLLOWS: <br />a 1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />g' <br />* <br />v z #5x6' EMBEDDED INTO <br />PRESS PANEL REINFORCING INTO PLACE. <br />6 MIN. LAP SPLICE W/ <br />o ° <br />� � EXISTING FOOTING (2) #5x6' IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />¢ Cr, FILLED CELL <br />SMOOTH. DO NO FURROW. <br />° , .° <br />cN <br />DRILL 3/4 x5 MIN. HOLE <br />- <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT <br />GRADE >. to`. <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6 „ MIN. LAP <br />p . <br />°.a <br />�. <br />O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />NOTE: <br />i•, <br />REMAIN FREE OF MORTAR. <br />z <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />r o <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 />16" MIN. 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 />�111 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 />"r a <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 />7 IF © fl <br />O <br />0 V <br />zM <br />—o <br />z�z <br />a <br />t� z <br />V, C9 <br />.F.. i w <br />� p <br />.0 w <br />Oc <br />`- <br />U <br />m� <br />LU <br />F- <br />_ <br />N M <br />1-8MM <br />Ooo <br />U <br />" CO <br />¢ rm <br />0 Y <br />U, R <br />Q O <br />A <br />B �• <br />� N <br />fq <br />U) <br />Zz z <br />Z 0 <br />Z � �tg�� ¢ $ <br />C, <br />U <br />� .FL18i?Ii <br />w . <br />U <br />"fill III liil`t��� <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 />Engineer's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Uo <br />a <br />r <br />airir <br />WCe <br />8 w N <br />m 2 <br />Z <br />L <br />O <br />z <br />CC <br />/­s <br />z <br />Q3 <br />a <br />-a•I W <br />U <br />vJ <br />C <br />Z 0 <br />�~P <br />0 <br />ejj 0Co <br />� <br />N <br />0 <br />g<Z0 <br />W <br />ZLn <br />LL <br />IS <br />J <br />rl <br />Uj <br />L1J <br />Q <br />a Z <br />�a <br />Ln <br />,-1 <br />¢ <br />z <br />� <br />ZZ <br />g <br />rn <br />SCALE : AS NOTED <br />DATE : 08/07/2019 <br />TECH: FM <br />VERSION NO. 4mO <br />SHEET NO. <br />Sis <br />