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0 <br />N <br />r- <br />M <br />0 <br />M <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 />I DOORJAMB (REFER <br />TO SHT. SDW2-K1 P.T. <br />TO SHT. SDW2-K1 TO SHT. SDW2-K1 <br />FOR CONN. DETAILS <br />PROPER INSTALLATION MAX. $" DO NOT DO THIS <br />' <br />2'k BOT. PLATE W/ (2)10d @ 6" O.C. <br />FOR CONN. DETAILS <br />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 />1 X 4 3/16" 0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG <br />3-1/4" LONG X 3/16"0 FURRING TAPCONS <br />FURRING <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 />TAPCON. INTO <br />TAPCONS STAGGERED <br />STAGGERED @ 16" <br />2X8 <br />(TYP,) <br />BLOCK@ SPACING „ DETAIL <br />1 <br />1X8 P.T. STAGGERED @ 16" O.C. <br />O.C. 2-ROWS INTO 2-ROWS INTO <br />1X8 <br />2x BAND JOIST W/ FACE NAIL <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH <br />3 <br />1� <br />DETAIL <br />`5"TD. <br />STD. 90" ` /� <br />90° HOOK (TYP.) <br />10d <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. 1x8 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 />TAPCON @ 16" <br />JLJIL <br />METAL SEAT PLATE <br />1 X4 P.T. <br />NOTE: <br />O.C. & 4" FROM <br />3/16" x 3 -1/2" DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALL <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 />TO SHT. SDW2-K1 CONN. DETAIL <br />BOTTOM OF BAND <br />TO SHT. SDW2-K1 <br />JOIST TYPICAL <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS <br />10d @ 12 O.C. <br />1 X 4 <br />— � <br />FURRING <br />— <br />2X8 P.T. WITH 3/16 0 X 3 " <br />' +_2 <br />NOTC FIRST COURSE <br />SIMPSON HGAMIOKTA 12" O.C. <br />w/ 4 1/4x1 1/2" SDS SCREWS <br />2Xg P.T. LONG TAPCONS <br />2X8 <br />2x P.T. AS REQ'D <br />STAGGERED @ 16" O.C. <br />` <br />INTO BAND JOIST & (4)1/4 x2 3/4" <br />TITEN K.O. <br />2x DETAIL <br />2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL <br />t5 <br />NOTCH WEB AT <br />FIRST 2 COURSES E ' <br />` <br />INTO 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. INFO SCALE: N.T.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 />= 16110 # FOR 2 STRAPS <br />FILL 1st4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX01 <br />2'-0" <br />8° <br />SOLID wiGRour <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 />° <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)114"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 />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 $ 45 DIAGONAL BRACE AT EA. <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. a~ •a <br />- <br />SCRIBE (NOTCH) <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 />OVERRAN �` ., -: •: <br />'., <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />. <br />jm\\INSTALL <br />N.T.S. <br />WDW. SCREW ANCHO 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 />. <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />INTO ARCH BLKG. PER <br />A <br />4 MIN. OF BRACE <br />" <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR <br />THRU <br />TRUSS AS SHOWN FOR O.H. UP TO 2 -6 <br />FOR OVERHANGS BETWEEN 3/4"To11/2" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />' DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. <br />START OF ARC <br />IF TRUSSES USED) W/ (3) #6 X 4Y2' WOOD <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. <br />4 MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />x 0 (2)10d NAILS @ 8" O.C. <br />�FRygN <br />ARCH DETAIL <br />J <br />WALL USE (3)1/4" X 31/2" TAPCONS AT 16" <br />TO TRUSS TOP CHORD <br />SCALE: N.T.S. <br />SS <br />O.C. 12 <br />+ + + 4ENGTy PLYWOOD SHEATHING <br />11- O11 51- O11 <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 />WITH 1l4" x 31/4" TAPCON (1 1/4" MIN. <br />B_B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />° • . • 4 <br />„ EMBEDMENT INTO C.) <br />/4 MAX <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />TRUSS + <br />° <br />° ' ' '> °" #5 BAR <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />2,-0" 8" <br />5 12d NAILS SIMPSON <br />() <br />SOFFIT <br />+ + <br />. .. ° <br />CENTERED W/ <br />p• 10" ° ? ` ° <br />BLKG. &BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP ► . <br />e ° H — IN TOP 4 <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />KNOCKOUT / nl <br />—� •• '; ° CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ <br />� <br />CONNECTOR � <br />— y <br />FOOTING•, <br />MONLj <br />PROVIDE 2 x 8 DIAG. BRACE B <br />(3) <br />SIZE AND RE NFO ER AN ° <br />VERT. BRACES WHEN HGT. OF <br />AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />AND SECTION DETAILS <br />BRACE EXCEEDS 24 <br />BUCK- ( <br />BUCKTAPC- (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 INSIDE TO ALLOW FOR INSULATION <br />() <br />ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />.► <br />DIRT <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />4'- 'MAX E PLAN <br />PRECAST LINTEL <br />NDARD ° <br />°•'.o <br />°F90.1 <br />SCRIBE NOTCH BACKSIDE 7/16" OSB ARCH PANEL <br />(NOTCH) <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />a HOOK iv <br />#5 BAR IN <br />TO FIT ARCH CONNECT W/ <br />START OF ARC <br />IF TRUSSES USED) W/ (2) #6 X 4Yz' 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 />' , , ' , <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 <br />THRU OSB INTO 2 x 8 <br />O.C. <br />�� °• � � °• � � � °• � � f ° � f ° <br />ANCHOR INTO ARCH BLKG. <br />rK <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS ARCH DETAIL <br />B'B <br />SECTION @ ENTRY L <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: 3l4" =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"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 />HTT4 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 />NAIL <br />1/2" NAILS STUDS & (1) - <br />U S & (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 />L <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL PER ANCHOR) <br />OCCURS <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON "SET' a <br />z <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />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 <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 />�+- LU NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />,1. <br />p U <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />, ; o <br />LUoJ. A <br />REINFORCING AS FOLLOWS: <br />- <br />a 1 <br />" PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT1- <br />P <br />0 <br />PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/ <br />> ° <br />v Z #5x6' EMBEDDED INTO <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 />rn FILLED CELL <br />SMOOTH. DO NO FURROW. <br />e , .° <br />N <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. <br />6" MIN. LAP <br />p e <br />: <br />^: <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />NOTE: <br />Cl) <br />REMAIN FREE OF MORTAR. <br />z \ <br />\ <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 <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />° ° <br />0 <br />4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />\ D. (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 />LA 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"-11.011SCALE: <br />- <br />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 />cD "' <br />zg <br />CO <br />Ln CD <br />�, <br />+—+ W <br />� o <br />•p <br />W <br />U <br />mo <br />W � <br />" <br />= <br />g1 M <br />M <br />N <br />U <br />O <br />0D <br />QLo <br />to <br />A 1 <br />eq N <br />ztt <br />� Z IDz z <br />� �. w <br />a N; <br />� LULU <br />Z0��l �a <br />t7 H C44LLM � m <br />rn ar <br />a °n <br />W N t4liti; <br />°h s QO <br />- CL <br />err <br />4•�'•••....••`O�j.. <br />F E <br />Q <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 8th 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 />U <br />z< <br />�zO0 <br />Llu <br />CJ <br />Q <br />r U <br />U13 <br />O <br />_ <br />W <br />T <br />Cj) <br />Z <br />LU <br />CC <br />Vr <br />Zf <br />Z <br />V-4 <br />LU <br />Q <br />Zg <br />4k <br />Z <br />LS <br />m <br />O <br />= <br />r� <br />aLU <br />rn <br />,--i <br />I CL <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 3/7/2018 <br />TECH: JMUROSKI <br />VERSION NO. 4n0 <br />SHEET NO. <br />SS <br />