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Y <br />0 <br />M <br />1X4 1/2" DRYWALL <br />DOOR JAMB (REFER 1 X 4 F1/2" DRYWALL DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER <br />TO SHT. SDW2-K1 P.T. <br />_(_ TO SHT. SDW2-K1 <br />TO SHT. SDW2-K1 FOR CONN. DETAILS <br />MAX 8„ <br />PROPER INSTALLATION ♦ 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 />1 X 4 <br />1 X 4 <br />` #5 REBAR <br />(TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />1 X 4 <br />3-1/4" LONG X 3/16"� FURRING <br />TAPCONS, LONG FURRING 3/16"0 X 3-1/2" LONG <br />FURRING <br />#5 REBAR ` <br />' <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />2( BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCONS STAGGERED <br />STAGGERED @ 16" <br />2Xg <br />(TYP,) <br />BLOCK@ SPACING „ <br />1 DETAIL <br />O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16 O.C. <br />2-ROWS INTO <br />1X8 <br />41 <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH �� <br />3 DETAIL <br />• <br />1. <br />STD. 90^ ♦ D. 90 HOOK (TYP.) <br />2x BAND JOIST W/ FACE NAIL 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 1Old @ TRUSS VERT, <br />WEB <br />3116" x 3 -1/2" <br />METAL SEAT PLATE <br />TAPCON @ 16" <br />„ <br />O.C. & 4 FROM <br />1 X4 P.T. „ <br />3/16 x 3 -1/2 DOOR JAMB (REFER <br />1 X 4 1/2 DRYWALL <br />NOTE: <br />T <br />LAP SHEATHING TO <br />DOOR JAMB (REFER EACH END W/ MIN <br />DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR <br />BOTTOM BAND <br />TO SHT. SDW2-K1 2"EDGE DIST. <br />TO SHT. SDW2-K1 CONN. DETAIL <br />JOIST TYPICAL <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS „ <br />10d @ 12 O.C. <br />1 X 4 <br />� <br />FURRINGSIMPSON <br />_ — <br />2X8 P.T. WITH 3/16"01 X 3" <br />LONG TAPCONS <br />' +2„ <br />NOTC @ FIRST COURSE <br />HGAMIOKTA 12" O.C. <br />1/2 <br />w/ 4 1/4x1 GA SDS SCREWS <br />2X8 P.T. <br />2X8 <br />2x P.T. AS or <br />STAGGERED @ 16 O.C. <br />♦ <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />2x DETAIL <br />2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL <br />+5^ <br />NOTCH WEB AT THE ' <br />FIRST 2 COURSES <br />♦ <br />TITEN INTO K.O. BLOCK <br />LFILLED <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />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 <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />_ 1600 #FOR 2 STRAPS <br />FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />2'-0" <br />8" <br />SOLID W/GROUT <br />1 PLY PRE-ENGINEERED TRUSS <br />" <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)1/4"x21/4" TITEN = 2150 #) <br />2 x 8 45' DIAGONAL (4)10d NAILS 7INTHIS <br />LEAVE A CUTOUT IN O.S.B. ON THE <br />- <br />BRACE(S) 2 x 8 BRACFJ <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 HR <br />POLYEA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />CONTACT ENGINEER I RECORD FOR <br />FURTHER INSTRUCTIONS. e•" ' •� <br />•. <br />SCRIBE NOTCH <br />( ) <br />BACKSIDE TO FIT ARCH (4)10dNAILSINTO 2x8 <br />FACE OF ARCH W/ (3)10d NAILS <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERRAN <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />°• . - <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 PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />INTO ARCH BLKG. PER 4" MIN. OF BRACE <br />A <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 Z-6" <br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF <br />ARCH <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />* DOUBLE 2x4 SCAB FOR 2'-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 RE O'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 />Oly PLYWOOD SHEATHING + �FN <br />1'-0" 5'-0" <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ + <br />Af-fINI H L OQ <br />2 x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />BLOCKING AS <br />+ <br />• <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />° <br />EMBEDMENT INTO ) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />• e <br />/4" MAX <br />2'-0" 8" <br />TRUSS + SOFFIT <br />°. <br />► . p• p #5 BAR <br />D <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ + <br />+ <br />p. 10" • • • b e ° CENTERED W/ g <br />BLKG. & BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP . • <br />p • . •a IN TOP o <br />e <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />KNOCKOUT/ iv_ <br />_ p <br />F. <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 8 DIAG. BRACE BTWN,,, <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ <br />� <br />CONNECTOR °� <br />� <br />— b <br />MONO FOOTING •, p <br />x <br />(3) <br />° <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 />• <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />N FILL :. e. ° <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 />DIRT 6 z <br />TO BE INSTALLED <br />00, <br />BUILT UP PLWD. BUCK- <br />'-0"MAX SEE PLAN <br />PRECAST LINTEL <br />.e. ° STANDARD q <br />SCRIBE NOTCH BACKSIDE 7/16" OSB ARCH PANEL <br />(NOTCH) <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />p 90' HOOK cat <br />#5 BAR IN <br />TO FIT ARCH CONNECT W/ <br />S TART 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 />MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />.: • . . ., • ., V _ • 1, <br />INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />° <br />'� `• �'� `• `� '• �'' ' �'� °• <br />THRU OSB INTO 2 x 8 <br />O.C. <br />ANCHOR INTO ARCH BLKG. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS ARCH DETAIL K <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: 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"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 />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) #5 BARS CONT. <br />1/2" NAILS TO STUDS & (1) - <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 ga. PANEL j <br />OCCURS <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON "SET' <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />COVER � " <br />6 <br />� <br />EPDXY MIN. 6" EMBEDMENT & ` <br />O <br />� <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />-0 F'F' <br />. <br />3"MIN. EDGE DISTANCE <br />g FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />v 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 />o n nA <br />w a A <br />REINFORCING AS FOLLOWS: <br />a 1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />o e — <br />p <br />g <br />* PRESS PANEL REINFORCING INTO PLACE. <br />" <br />v z #5x6' EMBEDDED INTO <br />6 MIN. LAP SPLICE W/ <br />p p <br />, <br />g EXISTING FOOTING (2) #5x6 IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />co in FILLED CELL <br />SMOOTH. DO NO FURROW. <br />a p :° <br />N DRILL 3/4"x5"MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />�¢ GRADE p. p <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6MIN. LAP <br />" <br />p . <br />�L °' <br />�� <br />O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />° <br />fV p <br />REMAIN FREE OF MORTAR. <br />NOTE: <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 g <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />, °' <br />\tea <br />4" SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />\ p (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 />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 />= <br />SCALE: 314"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 />0 V <br />z� <br />Al <br />z <br />J <br />a <br />v) 0 <br />(a) <br />u, <br />4-J w <br />ca o <br />.O <br />w <br />� <br />C)m <br />M <br />r- <br />w �pd�C, <br />M <br />125 C <br />_ <br />C)IZ <br />C <br />008 <br />=o <br />¢ CM <br />a; 0 <br />Al 1 <br />B D. <br />N C.B.D.0 <br />i�Jl <br />ca <br />in Z NIM-C� <br />CA o <br />Nf :q a <br />LL42 <br />Z W <br />W a � a °n <br />❑❑ <br />'���I <br />W <br />`,`Ny��1� <br />O <br />U CEO <br />�- '•. O <br />/'�`��/ 0-,y 0 F E S S 10 <br />``\\�\\N�� <br />�4011111111 �1 <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 seal is only for <br />the structural engineering potions 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 />W <br />a <br />pp 0 <br />ZZU <br />�Wz <br />8 <br />L <br />: <br />Z <br />DC <br />a <br />O <br />v_ <br />W <br />J <br />Z <br />�o <br />o <br />Ln <br />¢ <br />� <br />N <br />Ll) <br />C) <br />w <br />LA.- <br />w <br />Z <br />,•� <br />LU <br />Z <br />z <br />�S <br />Z <br />Im <br />O <br />00 <br />g <br />W <br />= <br />W <br />Uj <br />,-1 <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSKI <br />VERSION NO. 5ml <br />SHEET NO. <br />SS <br />