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3 <br />aL� <br />m <br />2 <br />to <br />0 <br />0 <br />CN <br />rn <br />00 <br />00 <br />cc <br />43 <br />0 <br />n <br />-o <br />3 <br />a <br />00 <br />0 <br />1.2 <br />Ir <br />E <br />c <br />s <br />L <br />c <br />c <br />a <br />a <br />L <br />rz <br />C <br />n. <br />i <br />a <br />oc <br />c <br />CN <br />C, <br />1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 �1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL <br />, UNACCEPTABLE INSTALLTION ♦ <br />DOOR JAMB (REFER TO SHT. SDW2-K1 <br />TO SHT. SDW2-K1 P T TO SHT. SDW2-K1 —j— <br />MAX.8" <br />PROPER INSTALLATION DO NOT DO THIS <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />FOR CONN. DETAILS FOR CONN. DETAILS <br />FOR CONN. DETAILS 1 X 4 <br />1 X 4 <br />#5 REBAR (TYP,) <br />` ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />1 X 4 „ FURRING <br />3116 0 X 3 LONG FURRING 3/16"0 X 3-1/2" LONG <br />#5 REBAR ` <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />2X BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />3-1/4" LONG X 3/16" 0 FURRING TAPCONS <br />(TYP,) <br />TAPCON. INTO TAPCONS STAGGERED 2X8 <br />STAGGERED @ 16" <br />` ' <br />1X8 P.T. STAGGERED @ 16" O.C. 1X8 <br />BLOCK@ SPACING "r O.C. 2-ROWS INTO 2-ROWS INTO <br />1 DETAIL <br />`STD. <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE MASONRY THROUGH �� <br />1-1 /2 DETAIL MASONRY THROUGH �� <br />3 DETAIL <br />90° HOOK (TYP.) <br />STD. 90 ` <br />@TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. <br />FILL SOLID HOOK (TYP.) <br />BOTH CELLS <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />1 3/16" x 3 -1/2" <br />METAL SEAT PLATE <br />TAPCON @ 16" <br />O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1/2" DRYWALLJLJIL <br />1 X 4 <br />11L /::]/a <br />NOTE: <br />LAP SHEATHING TO <br />DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR <br />EDGE <br />D <br />BOTTOM OF BAND <br />TO SHT. SDW2-K1 2" DIST. TO SHT. SDW2-K1 CONN. DETAIL <br />JOIST TYPICAL <br />FOR CONN. DETAILS FOR CONN. DETAILS ER10d @ 12" O.C. 1 X 4 <br />� FURRING <br />2X8 P.T. WITH 3/16"0 X 3" <br />+2„ NOTC @ FIRST COURSE <br />SIMPSON HGAM10KTA @ 12" O.C. <br />EWS <br />D& <br />LONG TAPCONS <br />2x P.T. AS REQ'D 2X8 P.T. 2X8 <br />STAGGERED @ 16 O.C. <br />` <br />INTO BAND JOIST (4) 1R/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL <br />NOTCH WEB AT THE <br />+5^ FIRST 2 COURSES ` <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />LLED CELL PER <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION KH <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. 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 SECTION <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. A -A <br />= 1610 #FOR 2 STRAPS <br />FILL ist4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />SOLID W/GROUT <br />tr 2'-0" 8" <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 HM9KTw/ (4)1/4"xi 1/2" SDS <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"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 />BRACE(S) 2 x 8 BRACE/BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />7/16" OSB <br />CUT HOLE IN O.S.B. FOR <br />TO BE INSTALLED <br />BOND BEAM OR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 1/2" <br />CONTACT ENGINEER RECORD FOR <br />BUILT UP ARCH PANEL <br />PLWD. BUCK <br />POLY -CELL IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />FURTHER I <br />INSTRUCTIONS. � <'• <br />SCRIBE NOTCH <br />( ) <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />FACE OF ARCH W/ (3)10d NAILS <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERHAN a. <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS A <br />4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF2X6 <br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" <br />-A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />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 ARCH <br />IF TRUSSES USED) W/ (3) #6 X 4Yz" WOOD <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 />(2)10d NAILS @ 8" O.C. <br />ARCH DETAIL <br />4' MAX. RAD. <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />XOV RH TO TRUSS TOP CHORD <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ -1 �FNG <br />1 r_0rr 5111 <br />-0 <br />SCALE: N.T.S. SS <br />12 <br />rly PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24 O.C. <br />+ + <br />+ <br />+ + BLOCKING AS <br />INISH FLO <br />° ... �• <br />2 <br />x 8 BUCK - CONNECT TO BLOCK SECTION <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />„ EMBEDMENT INTO ) <br />MAX <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />TRUSS <br />° ° o.. #5 BAR <br />BLOCK HEADER <br />�r <br />�114 „ „ <br />2-0 8 <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5) 12d NAILS SIMPSON <br />+ + SOFFIT <br />+ <br />bD. P 4'° ° <br />9 H CENTERED W/ <br />IN TOP <br />1 X 4 FURRING <br />BLKG. &BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />8d NAILS <br />2X4 SYP . ®s <br />EACH TRUSS <br />n ° ' <br />_ , d . ' KNOCKOUT / iv <br />e ° CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2)10d <br />s� s <br />CONNECTOR <br />_ <br />— tr <br />PROVIDE 2 x 8 DIAG. BRACE BT <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) <br />MONO FOOTING _ •a o ° <br />SIZE AND REINF. PER PLAN ° <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <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 />° <br />> <br />CLEAN FILLA. <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 />DIRT ? z <br />TO BE INSTALLED <br />00, <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />.°• ° STANDARD o <br />90 HOOK N <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />o <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 />�'' ' � <br />8d NAILS <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />—(MAX.MAX4'-0") <br />: `., . ` ., . ` ., _ `•, <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />4' MAX. RAD. <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />ANCHOR INTO ARCH BLKG. <br />THRU OSB INTO 2 x 8 <br />O.C. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />B_B <br />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" = 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"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 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 />x 1 <br />SIMPSON2" <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 STUDS & - <br />NAILHTT4 U S & (1) <br />COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />(1) #5 BARS CONT. <br />L O <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 9 ga. PANEL PER ANCHOR) <br />TOP WITH MIN. 3" OCCURS <br />EPDXIED w/ SIMPSON "SET" <br />Z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING <br />COVER 6.0'� <br />EPDXY MIN. 6" EMBEDMENT & <br />O) <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (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. COURSE) EXPANSION STRIP <br />U- III <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />° <br />o �? <br />A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />, ; o <br />v a <br />REINFORCING AS FOLLOWS: <br />LL a <br />1 <br />* SEALANTPLACELOWER F FM MORTAR D HALF O ORT E JOINT. DO NOT FURROW. <br />- <br />- <br />g <br />� <br />#5x6 EMBEDDED INTO <br />PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/ <br />, <br />, I <br />U z <br />g <br />EXISTING FOOTING 2 #5x6 IN CONC. <br />() <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL <br />I I <br />_ <br />I I <br />a <br />v� N <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />o ° <br />T� <br />„ <br />DRILL 3/4 x5 MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE o, o <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP <br />p <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE <br />`V ° ? <br />\ <br />REMAIN FREE OF MORTAR. NOTE: <br />Cl) z \ <br />\ <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. <br />r g • o <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT <br />, ° <br />a <br />4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.TOOL GLASS BLOCK DETAIL <br />\ ' (2) #5 REBAR. MIN. 3" <br />OOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. EMOVE <br />NTS nLOWER <br />W DG ES FROM 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 <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" = V-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 />UI �_ <br />Z M <br />_ o <br />z�z <br />z <br />(nvj <br />C.9 <br />�-� W <br />� p <br />•0 W <br />0 <br />o co CO <br />W <br />1 -E <br />— 8 <br />0 co <br />IT M <br />`2 CN <br />Z ai <br />00 <br />�) N <br />X_u. OMO <br />O <br />�C M <br />co-14 <br />o <br />,n O v <br />aQ O <br />B D. <br />NAl <br />N N <br />6 <br />Z Lu M N Z <br />IJJ <br />Z <br />o <br />� C =0 <br />UM z 0 <br />o <br />\ILL`N Oli1*11 <br />\N <br />��� wb�?FDssxe�o <br />C1! hO O? d• <br />v -cv <br />_ <br />��llyitt�ttilll!►�, k <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 />Engineer's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Oz <br />0 <br />Lo <br />LU <br />za <br />W ¢ Ir it <br />Uzo0 <br />o,zz <br />aLu <br />0 co <br />A <br />O�0co <br />o <br />�- C','�` U <br />~ Lu <br />zZ <br />CL <br />jz <br />�� <br />Z <br />4 3: <br />-� <br />z <br />O <br />J <br />rn <br />v / <br />Z <br />„ <br />a <br />a¢f� <br />Q <br />^ <br />o�g <br />Z <br />Z <br />,--1 <br />_0�0 <br />Z O � <br />W <br />Ln <br />W <br />a� <br />z <br />o <br />Q <br />Y <br />M <br />I\ <br />Q <br />Z <br />Z <br />Paz <br />Z <br />a0S <br />b <br />� <br />0o <br />g <br />LtJ <br />= <br />z <br />,—i <br />a <br />cn <br />o <br />SCALE . AS NOTED <br />DATE : 11 /2/2018 <br />TECH: KFRAZER <br />VERSION N0. <br />4n0 <br />SHEET NO. <br />SS <br />__ - T�[ dI. ,II II r I! I ill 11P� <br />