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00 <br />N <br />M <br />Lou <br />7a <br />1X4 1/2" DRYWALL <br />DOOR JAMB (REFER 1 X 4 ( <br />1/2" DRYWALL DOOR JAMB REFER*!t"! <br />1/2" DRYWALL <br />, UNACCEPTABLE INSTALLTION <br />DOOR JAMB REFER <br />( P.T. <br />TO SHT. SDW2-K1 <br />TO SHT. SDW2-K1 TO SHT. SDW2-K1 <br />PROPER INSTALLATION MAX. 8" DO NOT DO THIS <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />FOR CONN. DETAILS <br />FOR CONN. DETAILS FOR CONN. DETAILS` <br />1 X 4 <br />X 4 <br />#5 REBAR (TYP,) <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d 4" <br />1 X 4 <br />FURRING <br />3116" 0 X 3" 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 />@ <br />O.C., 2 ROWS STAGGERED <br />3-1/4" LONG X 3/16"� <br />TAPCONS <br />(TYP,) <br />TAPCON. INTO <br />TAPCONS STAGGEREDElX8 <br />STAGGERED @ 16" <br />2X8 <br />` <br />' <br />BLOCK@ SPACING „ <br />1DETAIL <br />1X8 P.T. STAGGERED @ 16" O.C. <br />O.C. 2-ROWS INTO 2-ROWS INTO <br />2x BAND JOIST WI FACE NAIL 10d <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1/2" DETAIL MASONRY THROUGH <br />3 <br />�� <br />DETAIL <br />STD. 90^ ` �� STD. <br />90 HOOK (TYP.) <br />BTTMCHORD,A <br />@ <br />1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. <br />FILL SOLID <br />BOTH CELLSS6 <br />HOOK (TYP.) <br />FACE 10d U VERT. <br />NAILS @TR <br />MOM <br />WEB <br />3/16" x 3 -1/2" <br />TAPCON @ 16" <br />METAL SEAT PATE <br />1X4 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 />AP SHEATHING TO <br />DOOR JAMB (REFER EACH END W/ MIN <br />TO SHT. SDW2-K1 2"EDGE DIST. <br />DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR <br />( <br />TO SHT. SDW2-K1 CONN. DETAIL <br />` <br />BOTTOM OF BAND <br />JOIST TYPICAL <br />FOR CONN. DETAILS FOR CONN. DETAILSIVA7 1 X 4 <br />10d @ 12 O.C. <br />J <br />FURRING <br />— <br />2X8 P.T. WITH 3116"0 X 3" <br />' +2" <br />NOTC F� @FIRST COURSE <br />SIMPSON HGAMIOKTA @ 12" O.C. <br />w/ (4) 1/4x1 1/2" SDS SCREWS <br />LONG TAPCONS <br />` <br />2x P,T. AS REQ'D <br />2X8 P.T. STAGGERED @ 16" O.C. <br />L <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />2x DETAIL <br />2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL <br />+5A <br />NOTCH WEB ATE ' <br />FIR T 2 COURSES <br />` <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 />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />A -A <br />= 1610 # FOR 2 STRAPS <br />FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />a souow/GROUT <br />Z-0" <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />8" <br />1 PLY PRE-ENGINEERED TRUSS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />1/4" x 31/4" TAPCONS <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 <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />BRACE(S) 7BKG <br />2 x 8 BRACE/. <br />INSIDE TO ALLOW FOR INSULATION <br />7/16" OSB <br />TO BE INSTALLED <br />BEAMOR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 112" <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HN O,S.B. FORBOND <br />POLY IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />CONTACT ENGINEER OF RECORD FORSCRIBE <br />FURTHER wsTRucrloNFACE <br />(NOTCH) <br />TO FIT ARCH (4)NAILS INTO 2 x 8 <br />OF ARCH W/ (3)10d NAILSOVERRANBACKSIDE <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />° <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />N.T.S. <br />a� <br />INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 <br />PROVIDE TAPCON WITHIN <br />RETROFIT WALL OVERHANG DETAIL NTS) <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />4" MIN. OF BRACE <br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR O.H. UP TO Z-6" <br />FOR OVERHANGS BETWEEN 3/4" TO 1 112" <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'Y2" WOOD <br />) () <br />* DOUBLE 2x4 SCAB FOR Z-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 />(NAILS <br />ARCH DETAIL <br />4' MAX. RAD. <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />x°�F <br />RygN TO TRUSS OP CHORD <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ �FyOT <br />1-��� 5r_On <br />SCALE: N.T.S. <br />SS <br />12 <br />+ + <br />y PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ + + BLOCKING AS <br />° INISH FLO <br />2 x 8 BUCK - CONNECT TO BLOCK SECTION <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN, <br />B_B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />p <br />1/4" MAX EMBEDMENT INTO K.) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />° ° P.. #5 BAR <br />2'-0" 8" <br />TRUSS + + SOFFIT <br />ip >' 10„ q D <br />CENTERED W/ <br />° � <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ <br />9 H a ° - <br />'o IN TOP <br />1 X 4 FURRING BLKG. &BUCK <br />1 <br />1 <br />2X6 TO 2X4 H2.5A w/ (10) <br />8d NAILS <br />2X4 SYP r m s <br />EACH TRUSS <br />n ° o <br />' KNOCKOUT / �+ <br />° CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ 2)10d <br />( <br />NAILS AT EA. END <br />PROVIDE 2 x 8 DIAG. BRACE B <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />. . <br />s� s <br />CONNECTOR �® <br />MONO FOOTING - .a a ° <br />.°. <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />CONT. W/ (3) <br />12d NAILS <br />SEE LINTEL <br />_ <br />SIZE AND REINF. PER PLAN <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 />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 />SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />9(f 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 />�� <br />FILLED CELL, - °, � <br />' � ' ' ' � ' <br />8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />START OF ARC� <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />-(MAX. 4'-0") <br />' <br />. , ` ., . . _ , ` ., It _ ., <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />INSTALL WDW, SCREW <br />4 MAX. RAD. <br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16" <br />• , <br />THRU OSB INTO 2 x 8 <br />ANCHOR INTO ARCH BLKG. <br />O.C. <br />PER INSTALLATION DETAILS B-g ARCH DETAIL K <br />SECTION @ ENTRY L <br />SECTION @ ROOF EXTENSION M <br />STEMWALL FOOTING SIZE AND <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" = 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 314"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) #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 />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 <br />REINFORCING <br />0 <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />COVER g _0' F.F. <br />EPDXY MIN. 6" EMBEDMENT & <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 />3' MIN. EDGE DISTANCE <br />v <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />° <br />o o P <br />LU a <br />A <br />REINFORCING AS FOLLOWS: <br />* <br />i,:. :::;`::;'_ < <br />SEALANT <br />— — — — — T <br />¢ N <br />1 <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />� �' <br />I I k��T <br />� p� o _ _ —� F <br />f- g <br />� <br />0 <br />#5x6' EMBEDDED INTO <br />* <br />PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W! <br />P ° I —� <br />_ <br />EXISTING FOOTING 2 #5x6' IN CONC. <br />VER PAN <br />CO EL REINFORCING WITH UPPER R HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />_ <br />cn N <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />"` <br />° .; — <br />, P = r� <br />DRILL 3/4"x5"MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOTT(T= <br />GRADE o. o —i rr- <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />p n <br />\ \ <br />O <br />G SET SUCCEEDING COURSE OF BLOCKS.° <br />SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />cv R <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 • o <br />I <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />fl ° <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 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 <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" = V-0" <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 />r�La <br />z <br />— o <br />E3 <br />cn C9 <br />u, <br />(10 <br />0 w <br />`+ '® <br />U <br />0 CO <br />0 C> <br />m <br />e U <br />Q <br />Q]c7 M <br />` 'dOM <br />O <br />CO O <br />LL 00 <br />O <br />¢ O) <br />co 0. C] <br />L. Q v <br />rn < o <br />Al <br />'�v <br />N N <br />t7 N5c�� <br />Z W c�i C.5 w Z <br />�� <br />Quo_ w <br />a� °~w <br />W �aLLa a <br />QW <br />V �Nmit 1 <br />Z <br />Z W E ��- <br />LL N¢ <br />W a Q <br />O <br />U UEl <br />0 <br />w c <br />\�\\�`,,``,� W <br />'' ••� F L 0� • w <br />Q F O <br />E S 51 <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 />Oz <br />UJ <br />w¢zof <br />U.400 <br />0 z <br />�.2 <br />LU <br />C O <br />U L u N <br />M � <br />0 <br />L <br />on <br />Z2o <br />' <br />Ov <br />�� <br />LU <br />= <br />T� <br />J <br />9Oo <br />Y <br />o <br />Ln <br />Lu <br />L ^ / <br />W <br />UAW.¢ <br />� <br />cV <br />rl <br />0 <br />z¢za <br />QaE� <br />z <br />Lu <br />Q <br />Q <br />Z <br />w O <br />¢z <br />r-i <br />z <br />t <br />moo$ <br />rr, <br />Ln <br />06 <br />Z <br />g <br />= <br />J(n <br />,--I <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />SHEET NO. <br />SS <br />