Laserfiche WebLink
00 <br />Q <br />1X4 1/2" DRYWALL <br />DOOR JAMB (REFER 1 X 4 —1/2" DRYWALL DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />DOOR JAMB (REFER P.T. T <br />TO SHT. SDW2-Kt <br />TO SHT. SDW2-K1 TO SHT. SDW2-K1 <br />FOR CONN. DETAILS <br />MAX. <br />PROPER INSTALLATION <br />8 DO NOT DO THIS <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 <br />REBAR (TYP,) ' <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM 4" <br />1 X 4 <br />3-1/4" LONG X 3/16" 0 FURRING <br />3/16" 0 X 3" LONG FURRING 3/16 O X 3-1/2 LONG <br />FURRING <br />#5 REBAR <br />AND NAILED W/ 8d COMMON @ <br />6" Q.C. EDGES AND 12" O.C. FIELD <br />PLATE W/ $d @ <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />TAPCONS TAPCONS STAGGERED <br />STAGGERED @ 16" <br />2X8 <br />(TYP,) <br />` <br />' <br />BLOCK@ SPACING 111 DETAIL <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 10d <br />PER MANUFACTURE <br />MASONRY THROUGH 11 <br />-1 /2 DETAIL MASONRY THROUGH 3" <br />DETAIL <br />FILL SOLID <br />TD. 90" HOOK (TYP.) <br />STD. 90" ` <br />@ TOP & BTTM CHORD, AND (8) <br />1x4 P.T. & 1x8 P.T. <br />1X8 P.T. & 2X8 P.T. <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 />F� ::71 <br />METAL SEAT PLATE <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 />Lila <br />7/ <br />SHEATHING <br />DOOR JAMB (REFER EACH END W/ MIN <br />DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR <br />BOTTOM OF BANDLAP <br />TO SHT, SDW2-K1 2" EDGE DIST. <br />TO SHT. SDW2-K1 CONN. DETAILS <br />JOIST TYPICAL <br />FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 <br />10d @ 12" O.C. <br />— J <br />FURRING <br />2X8 P.T. WITH 3/16" 0 X 3" <br />Z. <br />+2 <br />NOTC @ FIRST COURSE <br />SIMPSON HGAMI0KTA @ 12" O.C. <br />w/ (4) 1/4x1 1/2" SDS SCREWS <br />2x P.T. AS REQ'D <br />LONG TAPCONS <br />2X8 P.T. STAGGERED @ 16" O.C. <br />2X8 <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 /411 DETAIL <br />+5^ <br />NOTCH WEB AT THE <br />FIRST 2 COURSES <br />♦ <br />TITEN INTO K.Q. BLOCK <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />FOUNDATONPLAN <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 31/4" TAPCON (1 1/4" MIN. <br />A <br />-A <br />= 1610 # FOR 2 STRAPS <br />FILL 1st 4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />SOLID W/GROUT <br />n 2'-0" <br />8" <br />1 PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN, <br />\j <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 />y ° <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"x2114" TITEN = 2150 #) <br />; <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 />7116" 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 />IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />CONTACT ENGINEER I RECORD FOR <br />FURTHER INSTRUCTIONS. ' ° A .a " <br />. <br />SCRIBE(NOTCH)POLY-CELL <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 <br />CONNECT W/ 8d NAILS BRACE/BLKG. <br />N.T.S. <br />... <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />INSTALL WDW. SCREW ANCHOR 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 OF <br />-A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR <br />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%" WOOD <br />) () <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 />NAILS @ 8" O.C. <br />ARCH DETAIL <br />i <br />4' MAX. RAD. <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />TO TRUSS <br />TO TRUSS TOP CHORD <br />FRygN <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />�FN <br />1 1-0„ 51-01' <br />SCALE: N.T.S. <br />SS <br />12 <br />+ + GTy PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />+ + <br />+ + <br />OlLf INISH FLO <br />2 <br />x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + BLOCKING AS <br />° 'p <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B_B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />>. D '•� <br />/4" MAX EMBEDMENT INTO K.) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />TRUSS + <br />°.. ° _ 01 ' #5 BAR <br />' <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />Z-0" 8" <br />(5)12d NAILS SIMPSON <br />SOFFIT <br />+ + <br />D . D e .' a <br />p 1'0 ° D b ° . ' ° CENTERED W/ <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 />D 9 H IN TOP o <br />° D Iq : KNOCKOUT / iv <br />; CHAIR BLOCK ° <br />8d NAILS @ $" O.C. AT BUCK <br />PROVIDE 2 x 8 DIAG. BRACE B <br />(10d <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE <br />PROVIDE2x <br />CONT. W/ <br />CONN � <br />— �• ' <br />MONO FOOTING _ •y s. D ° <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />(3) <br />12d NAILS <br />SEE LINTEL <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 />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 <br />() <br />INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />ARCH <br />#2 SYP @ 24" O.C. <br />00, <br />ENTER SO IT <br />.D • <br />DIRT ? z <br />° <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />°•'. <br />STANDARDIs . <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />#5 BAR IN ° 90 HOOK c� <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4Y," WOOD <br />FOR OVER HANG <br />FILLED CELL - - - <br />8d NAILS <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />START OF ARC <br />4' MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />v _, . ,, �• . ', 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 />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />O.C. <br />IN <br />Sk <br />ANCHOR INTO ARCH BLKG. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />B-g <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" =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 />DOWEL <br />DRILL 3/4"x5" MIN. HOLE SET BAR INHOOKED <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 />1/2" NAILS TO STUDS & (1) - <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />PER ANCHOR <br />9 ga. PANEL ) <br />(1) #5 BARS CONT. OCCURS <br />5/8" DIA. ALL THREAD ROD <br />"SET" <br />z <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING <br />( <br />REINFORCING <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON <br />O <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />COVER 6'_0� <br />F.F. <br />EPDXY MIN. 6" EMBEDMENT & ` , <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 />U- LU <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />°• <br />O c� <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />p D <br />W ii <br />A <br />REINFORCING AS FOLLOWS: <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />D 1 M �-1� _ <br />, o — 'j'j'j' _� <br />D �— I TI—'I I —I l f <br />�¢ a <br />¢ <br />1 <br />A �'r`r7�Tr'P <br />#5x6 EMBEDDED INTO <br />PRESS PANEL REINFORCING INTO PLACE. <br />- 6 MIN. LAP SPLICE W/ <br />—I—I (- <br />• <br />II I� <br />U Z <br />� � <br />EXISTING FOOTING (2) #5x6 IN CONC. <br />COVER PANEL REINFORCING R CO 0 CING WITH W UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />.: <br />cn N <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />° — <br />D I <br />DRILL 3/4 x5„ MIN. HOLE <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6"MIN. LAP <br />:.. D_- <br />GRADE D, p •' ° rrf <br />SET BAR IN EPDXY <br />G) SET SUCCEEDING COURSE OF BLOCKS, SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />REMAIN FREE OF MORTAR. <br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />NOTE: <br />SEE GLASS BLOCK INSTALLATION <br />NOTES. <br />co z <br />r D <br />. \ <br />` <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <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 />\ 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. 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 />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 "P <br />zo <br />Z c�(0E3 <br />z <br />a <br />U) z <br />Ln 0 <br />(1)(0 (a) cn <br />M <br />e0 <br />W <br />r� <br />U <br />o� <br />Co C14 <br />Ll.l <br />F— O <br />U <br />o,M C', <br />N = M <br />= N <br />. <br />0 p C,C) j-_LL00 <br />o <br />Q <br />N on o <br />0 <br />rn <br />v <br />rn Q d <br />A , <br />B D. <br />N C B•D C <br />N.. N <br />O v N <br />Z Mo Y�k7 <br />C,"N., <br />LUy <br />W <br />Wtn ALLz M E� m Q <br />a\lid l0I A <br />�0C� <br />W.FD`3ENCLCQ`M . <br />U �O O� <br />• 1r LO <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 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />0Z <br />uj <br />a it W <br />�EBO <br />zUZ <br />J Lu <br />a � <br />001� <br />S=�o <br />Q <br />zo <br />N <br />U <br />�Z <br />oC <br />I""_ <br />'O <br />�••� <br />0 <br />z <br />0 <br />d' <br />a <br />�W <br />= <br />LWu R.Y <br />h <br />I— yx <br />n <br />o <br />� <br />�8 <br />r <br />W <br />g� <br />h <br />Z�Q � <br />Qaw� <br />Soo <br />z <br />Z <br />N <br />T-4 <br />9�irrz <br />Lu <br />�W,+ <br />L <br />awWO <br />N iz W U <br />� LLYFu.II F <br />z <br />Q <br />Z <br />Q <br />z o <br />0 <br />00 <br />Z <br />_ <br />cn O <br />:1 <br />¢ Lu <br />r-, <br />,--I <br />a <br />to <br />s <br />SCALE : AS NOTED <br />DATE : 7131 /2018 <br />TECH: MJAMES <br />VERSION NO. 4mO <br />SHEET NO. <br />SS <br />