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-o <br />�v <br />v <br />x <br />L0 <br />LO <br />a <br />S Lo <br />S <br />J <br />I <br />00 <br />s <br />0 <br />3 <br />a <br />00 <br />0 <br />a <br />a <br />E <br />0 <br />x <br />0 <br />r <br />N <br />d <br />LZ <br />E <br />E <br />C <br />Cr <br />a <br />ac <br />_ o <br />0 <br />1X4 1/2" DRYWALL <br />1/2" DRYWALL DOOR JAMB REFER <br />DOOR JAMB (REFER 1 X 4 ( <br />1 X 4 1/2" DRYWALL <br />C <br />, UNACCEPTABLE INSTALLTION <br />, <br />DOOR JAMB (REFER <br />TO SHT. SDW2-K1 P.T. <br />TO SHT. SDW2-K1 1 <br />TO SHT. N. DETAILS <br />FOR CONN. DETAILS <br />PROPER INSTALLATION MAX. 8 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 />X 4 <br />t <br />X 4 <br />` #5 REBAR <br />(TYP,) <br />3/4" PLYWOOD DECKING GLUEDX <br />A AHED WALL SHEATHING TO <br />4 <br />3-1/4" LONG X 3/16"� FURRING <br />�� �, <br />3/16 X 3 LONGFURRING <br />TAPCONS 3/16"0 X 3-1/2" LONG <br />FURRING <br /># REBAR ` <br />�P) <br />'TAPCON. <br />AND NAILED W/ 8d COMMON <br />6" O.C. EDGES AND 12" O.C. FIELD <br />2X BOTTOM PLATE Wi 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />INTO <br />TAPCONSSTAGGERED <br />@ 16' <br />2X8STAGGERED <br />(T <br />` <br />BLOCK@ SPACING „ <br />1 DETAIL <br />.. STAGGERED @ 16" O.C. <br />O.C. 2-ROWS INTO 2-ROWS INTO <br />1X8 <br />' <br />2x <br />PER MANUFACTURE <br />MASONRY THROUGH ►� <br />1-1/2 DETAIL MASONRYTHROUGH 3" <br />DETAIL <br />`STD. <br />STD.90^ j <br />90° HOOK (TYP.) <br />BAND JOIST W/ FACE NAIL 10d <br />@TOP & JOIST <br />TTM CHORD, AND (8) <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" <br />METAL SEAT PLATE <br />TAPCON @ 16" <br />O.C. & 4 FROM <br />1 X4 P.T. 3/16 x 3 -1/2' DOOR JAMB (REFER <br />1 X 4 1/2 DRYWALLr/ <br />via <br />0 <br />NOTE: <br />DOOR JAMB (REFER EACH END W/ MIN <br />2" EDGE DIST. <br />DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FORLil <br />TO SHT. SDW2-K1 CONN. DETAIL- <br />' ` <br />LAP SHEATHINGTO <br />BOTTOM OF <br />TO SHT. SDW2-K1 <br />JOIST TYPICAL <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS 10d @ 12" O.C. <br />1 X 4 <br />J <br />FURRING <br />2X8 P.T. WITH 3/16"0 X 3" <br />' +2" <br />NOTC FIRST COURSE <br />SIMPSON HGAM10KTA 12" O.C. <br />@ <br />w/ / x / " D SCREWS <br />2X8 P.T. LONG TAPCONS <br />2X8 <br />` <br />2x P.T. AS REQ'D <br />„ <br />STAGGERED @ 16 O.C. <br />` <br />INTO BAND JOIST & 4 1l4"x2 3/4" <br />(j <br />TITEN <br />2x DETAIL <br />1� <br />2 1/4" DETAIL 2-ROWSINTOMASONRY 3-1/4 DETAIL <br />+5^ <br />NOTCH WEB AT THE ' <br />FIRST 2 COURSES <br />` <br />INTO K.O. BLOCK <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS �CC <br />FILLED CELL PER <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. <br />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 />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'-0" <br />8" <br />SOLID W/GROUT <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"x1 1/2" SDS <br />:ii <br />1/2" DRYWALL __ * <br />SCREWS & (5)1/4" x 2 1/4" 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"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 />1�\& <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 />NFURTHER <br />POLY -CELL IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />colvracr ENGINEER of RECORD FOR <br />INSTRUCTIONS. <br />SCRIBE NOTCH <br />(NOTCH) <br />FACE OF ARCH W/ (3)10d NAILS <br />OVERHAN <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />AT EA. END <br />L <br />RETROFIT TRUSS DETAIL <br />> <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />INSTALL WDW. SCREW ANCHOR---' 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 <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 1 112" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />IF TRUSSES USED) W/ (3) #6 X 4'Y2' WOOD <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 />(2)10d NAILS @ 8" O.C. <br />ARCH DETAIL <br />4' MAX. RAD. <br />J <br />(CENTERED) w/ <br />TO TRUSS TOP CHORD <br />°�FRygN <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ `� <br />�GTy <br />V-011 5'-10" <br />SCALE: N.T.S. <br />SS <br />12 <br />+ + PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY <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 />+ REQUIRED"p <br />EMBEDMENT INTO <br />) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />° �: <br />„ <br />�1/4 MAX <br />2'_0" 8" <br />TRUSS + SOFFIT <br />°.. <br />> • : .' n p #5 BAR <br />BLOCK HEADER t SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ <br />° <br />p' 1'0 • 4 s CENTERED W/ g <br />°° IN TOP <br />BLKG. & BUCK <br />2X6 TO 2X4 <br />2X4 SYP • ®s <br />° • ' ' , o <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />_ KNOCKOUT / <br />> :� <br />° CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2) 10d <br />CONNECTOR °� <br />-I <br />- y <br />NAILS AT EA. END <br />PROVIDE 2 x 8 DIAG. BRACE B <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) <br />MONO FOOTING _ _ , • <br />.> ° <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />SIZE AND REINF. PER PLAN — <br />AND SECTION DETAILS <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY—/7 <br />SCHED. <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 <br />2 x 8 VERT. BRACE(S) 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" MAX SEE PLAN <br />PRECAST LINTEL <br />° STANDARD o <br />A. , <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 iN <br />TO FIT ARCH CONNECT W/ <br />START OF ARC <br />IF TRUSSES USED) W/ (2) #6 X 4%' WOOD <br />FOR OVER HANG <br />FILLED CELL, - - - �, <br />�� <br />8d NAILS 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 />. _, • L . . L, V _, . ,, <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS <br />EQUAL EQUAL <br />WALL USE (2)1 /4" X 31/2" TAPCONS AT 16" <br />', <br />INSTALL WDW, SCREW THRU OSB INTO 2 x 8 <br />O.C. <br />� �� �� �� �� � � �� '� � � �� � � �� "� sk <br />ANCHOR INTO ARCH BLKG. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS ARCH DETAIL K <br />e-e <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" =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 />"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 />PER ANCHOR <br />9 a. PANEL ) <br />OCCURS <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON "SET" <br />O <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER 6'-0" <br />EPDXY MIN. 6" EMBEDMENT & <br />U) <br />�— <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 />< <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />U_ v <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />Ems— c��- <br />e <br />� a <br />A <br />REINFORCING AS FOLLOWS: <br />. <br />T <br />< <br />) <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />pp a 111 <br />a <br />PRESS PANEL REINFORCING INTO PLACE. <br />v Z <br />#5x6' EMBEDDED INTO <br />6" MIN. LAP SPLICE W/ <br />n ° <br />Q <br />EXISTING FOOTING (2) #5x6' IN CONC. <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />° <br />cn N <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />° o <br />DRILL 3MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE o. . o <br />` . <br />SET BAR IN EPDXY <br />IN .^ <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />p e <br />\ \ <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE NOTE: <br />04 M ° <br />I <br />REMAIN FREE OF MORTAR. <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />_ <br />g \ o <br />\ <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />° <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />° <br />\ <br />a <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 <br />BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />16" MIN.01 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 <br />FILLED CELL DETAIL <br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <br />= <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 />0 !9 <br />Z co <br />Z <br />z <br />Q <br />n <br />t� z <br />Ln UI <br />v, <br />W <br />CQ o <br />O w <br />�N U <br />�� <br />m <br />w <br />` E <br />s = <br />a) <br />m M <br />Cl) <br />Oso <br />" <br />U <br />�o <br />Q <br />co <br />Nno <br />rn <br />U� S. v <br />0i Q d <br />B D. <br />�� s � 'D c <br />A <br />-1-JI <br />N N <br />LUV N <br />N�z fi z <br />1 g <br />LU a <br />C tl Lti <br />W lu <br />QLL •..- <br />N � • fY..�4Q <br />w,"6 U jF`"f� <br />:R F1yS& COM r��❑ `� <br />V O <br /><rj <br />•r��i•/: ��OF�s.�'� <br />.fie <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 seat 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 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />�o <br />a� <br />U46a: <br />Uz 0 <br />W <br />Z Z <br />�a�J <br />F�o <br />L� <br />Z <br />N3 <br />r1 <br />0 <br />J W <br />U <br />Uj <br />O Z <br />0 <br />~ <br />0 <br />w <br />v o <br />� a <br />J <br />RVWZ< <br />Q <br />(� <br />$�R <br />LL o <br />W LL <br />Z <br />w <br />,--I <br />Ln <br />LLj <br />a 2 <br />a <br />J <br />.—I <br />LJ.J <br />2: <br />2: <br />Q <br />~ o <br />Ln <br />M <br />Q <br />Z8 <br />ZQZ <br />m <br />rn <br />�%o <br />Z <br />_ <br />�Lu <br />1-4 <br />a <br />cn <br />0 <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAM ES <br />VERSION NO. 4n0 <br />SHEET NO. <br />Sis <br />