Laserfiche WebLink
N <br />N <br />1/2" DRYWALL DOOR JAMB REFER 1 X 4 1/2" DRYWALL <br />— ( <br />1X4 1/2" DRYWALL DOOR JAMB (REFER 191X8 <br />UNACCEPTABLE INSTALLTION <br />� <br />DOOR JAMB REFER <br />( TO SHT. SDW2-K1 <br />TO SHT, SDW2-K1 P.T. TO SHT. SDW2-K1 FOR CONN. DETAILS <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 <br />FOR CONN. DETAILS 1 X 4 1 X 4 <br />` #5 REBAR (TYP,) <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE <br />1 X 4 <br />3-1/4" LONG X 3/16"� FURRING 3/16"0 X 3" LONGFURRING 3/16" 0 X 3-1/2" LONG FURRING <br />TAPCONS <br />#5 REBAR ` <br />AND NAILED W18d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCONS STAGGERED 2X8 <br />TAPCON. INTO STAGGERED @ 16" <br />(TYP,) <br />� ' <br />.. STAGGERED @ 16" O.C. 1X8 <br />BLOCK@ SPACING �+ O.C. 2-ROWS INTO <br />1 DETAIL 2-ROWS INTO <br />PER MANUFACTURE MASONRY THROUGH 1-1 ill11 DETAIL MASONRY THROUGH ►+ <br />3 DETAIL <br />STD. 90^ TD. 90 HOOK (TYP.) <br />FILL <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 />SOLID HOOK (TYP.) <br />BOTH CELLS <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />VrB <br />3/16" x 3 -1/211 <br />@ 16" <br />TTAPCON <br />1X4 P.T. <br />O.C. & 4 FROM 3/16 x 3 -1/2 DOOR JAMB (REFER 1/2 DRYWALL <br />TE: <br />1 X4 <br />DOOR JAMB REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FORE <br />( <br />P SHEATHING TO <br />TTOM OF BAND <br />TO SHT. SDW2-Ki 2" EDGE DIST, TO SHT. SDW2-K1 CONN. DETAILS <br />� � <br />JOIST TYPICAL <br />FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O C 1 X 4 <br />_I FURRING <br />1 f <br />2X8 P.T. WITH 3/16 0 X 3 <br />+2� NOTC @ FIRST COURSE <br />SIMPSON HGAM OKTA 12" O.C. <br />°� <br />LONG TAPCONS <br />2X8 P.T. 2X8 <br />' _ <br />w/ 4 1/4x1 1/2"SDS SCREWS <br />2x P.T. AS REQ D STAGGERED @ 16" O.C. <br />MA <br />INTO BAND JOIST & (4)1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />2x DETAIL 2114" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL <br />NOTCHwEBATTHE <br />+5� FIRST 2 COURSES <br />BUILDOUT @ OVER SIZE DOOR —WINDOW ROUGH OPENINGS CC <br />FILLED CELL PER <br />FOUNDATION PLAN <br />FILLED CELL INSTALLATION H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. SS <br />"i <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 />A -A <br />UPLIFT CAPACITY = # FOR 1 STRAP <br />W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />=1610 10 #FOR 2 STRAPS <br />FILL 1st4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />SOLID W/GROUT <br />2'-0" 8" <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1 PLY PRE-ENGINEERED TRUSS <br />1/4" x 31/4" TAPCONS <br />BLOCK HEADER ARCH BLKG. & BUCK <br />d <br />SIMPSON HM9KT w/ (4)1/4"x1 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 />d <br />2 x 8 451 DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE <br />BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION <br />'. <br />7/16" OSB TO BE INSTALLED <br />BOND BEAM OR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />OR <br />CONTACT ENGINEER RECORD FOR <br />" <br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. <br />I d <br />FURTHER INSTRUCTIONS. <br />BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3)10d NAILS <br />2 x 8 AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERHAN <br />.1,d <br />CONNECT W/ 8d NAILS BRACE/BLKG,JINTO <br />N.T.S. <br />d . <br />INSTALL WDW. SCREW ANCHOR\\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />PROVIDE TAPCON WITHIN <br />INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <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 />�— <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR O.H. UP TO 2'-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 ARCH <br />IF TRUSSES USED W/ 3 #6 X 4Y," 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 />(2) 10d NAILS @ 8" O.C. <br />ARCH DETAIL � 4 MAX. RAD, <br />USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/ /// <br />k OV <br />FRygN TO TRUSS TOP CHORD <br />MIN. 4 EMBEDMENT AT 16 O.C. <br />+ �F <br />NOTy <br />1 r-011 5'-011 <br />SCALE: N.T.S. SS <br />12 <br />+ + PLYWOOD SHEATHING <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 <br />x 8 BUCK - CONNECT TO BLOCK SECTION <br />+ + BLOCKING AS <br />° <br />WITH <br />1/4" x 31/4" TAPCON (1 1/4" MIN. B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />>. D ' D ip `p <br />1/4" MAX EMBEDMENT INTO K.) <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />TRUSS + <br />° . . D.. #5 BAR <br />BLOCK HEADER — <br />Z-Orr 8" <br />SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />SOFFIT <br />+ + <br />, • . D <br />p 1'0 ° D ' ° CENTERED W/ <br />1 X 4 FURRING <br />BLKG. & BUCK <br />H2.5A W/ 10 <br />2X6 TO 2X4 ( ) <br />2X4 SYP ► ® <br />�b 9 H IN TOP o <br />D ° ' , <br />8d NAILS <br />EACH TRUSS <br />D ,' ' KNOCKOUT / N <br />8d NAILS @ 8" O.C. AT BUCK <br />" ° CHAIR BLOCK <br />e <br />PROVIDE 2 x 8 DIAG. BRACE B <br />2 x 8 VERT. W/ (2)10d <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) • <br />CONNECTOR <br />—Zd <br />MONO FOOTING .> ;' ' ' D ° <br />N, <br />TAPCON AT EA. SIDE <br />SIZE AND REINF. PER PLAN <br />VERT. BRACES WHEN HGT. OF <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />12d NAILS <br />SEE LINTEL <br />AND SECTION DETAILS -I <br />LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF <br />JACK TRUSS PROVIDED BY <br />TRUSS COMPANY OR 2x4 <br />SCHED. <br />-I e <br />2 x 8 VERT. BRACES) <br />INSIDE TO ALLOW FOR INSULATION ARCH <br />#2 SYP @ 24" O.C. <br />ENTER SO IT <br />CLEAN FILL <br />DIRT 6 > z <br />TO BE INSTALLED7 <br />60-0101 <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />° STANDARD , <br />SCRIBE (NOTCH) BACKSIDE <br />7/16" OSB ARCH PANEL <br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH <br />SEE ELEVATION <br />•°•'. <br />#5 BAR IN ° 9� HOOK N <br />I <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED W/ 2 #6 X 4Y,' WOOD <br />) () <br />FOR OVER HANG <br />FILLED CELL, -, <br />8d NAILS <br />START OF ARC <br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />,� <br />. . , , <br />INSTALL WDW, SCREW <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4 MAX. RAID. <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.El <br />PER INSTALLATION DETAILS <br />B—B <br />ARCH DETAIL rK <br />SECTION @ENTRY L <br />SECTION @ ROOF EXTENSION M <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />SCALE: N.T.S. <br />MONO TO STEMWALL FOOTING <br />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 />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <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 318" 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 />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR <br />W.W.M. AT PERIMETER <br />SIMPSON HTT4 W/ (18)10d x 1 <br />MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2" <br />( ) <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />1/2" NAILS TO STUDS & (1 ) - <br />PERANCHOR <br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL ) <br />(1) #5 BARS CONT. <br />OCCURS <br />5/8" DIA. ALL THREAD ROD <br />"SET" <br />> <br />#5x6' EMBEDDED INTO EXISTING BOND BEAM <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING <br />( REINFORCING <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON A <br />z <br />o <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER <br />COVER 6'_0° F.F <br />EPDXY MIN. 6" EMBEDMENT & <br />Q <br />FILL CELL FULL HEIGHT W/ <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) <br />3" MIN. EDGE DISTANCE <br />Uj <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP <br />U_ <br />NON SHRINK GROUT. <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />°. <br />o a D <br />w aJ <br />A <br />REINFORCING AS FOLLOWS: <br />SEALANT <br />co <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />PRESS PANEL REINFORCING INTO PLACE. <br />—III - <br />#5x E IN <br />6 BED ED M D TO <br />D <br />6" MIN. LAP SPLICE W/ <br />COVER PANEL REINFORCING WITH PPMORTAR— <br />0 G H UPPER HALF OF BED AND REINFORCING PANEL <br />D _ <br />� � <br />- <br />EXISTING FOOTING 2 #5x6 IN CONC. <br />() <br />SMOOTH. DO NO FURROW. <br />D T�f II I� <br />cat <br />FILLED CELL <br />— <br />DRILL 3/4"x5" MIN. HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE D, D <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP <br />p . <br />° <br />O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE <br />C"!° <br />' <br />REMAIN FREE OF MORTAR. NOTE: <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 • D <br />' <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 MORTAR FACES OF GLASS BLOCKS DRY. <br />REMO GLASS BLOCK DETAIL <br />\ D (2) #5 REBAR. MIN. 3" <br />TOOL JOINTS SMOOTHRPLUS EIPE <br />AND CONCAVE, BEOM <br />FORE MORTAR TAKES FINAL SET. <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 />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 -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 />y.Ln <br />C9 <br />Z M <br />_ o <br />z <br />CIL- <br />V) CD <br />w <br />•o w <br />Tu <br />t_ <br />o <br />F_ <br />M <br />V <br />m N <br />~ B <br />CCU-1O M <br />_ <br />o '� o <br />U <br />Y <br />a-`� o <br />N <br />co-LO <br />O <br />¢ <br />CL <br />O) QAlI O <br />BID <br />NCB -DC <br />® <br />N � <br />N <br />C <br />O cV W <br />Z W MN�Z � z <br />F ?1D w <br />� ki <br />W _ g a w <br />W � K- a <br />v <br />cn rn <br />O <br />� U) IN - a� <br />LA. 0 Doti � <br />W N <br />si@t►oM G ,E3 <br />•':, <br />.. <br />' CJ '� <br />C2 O� B t <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 />�Z <br />o,2 <br />Q�� <br />zoo <br />H <br />�$Ez <br />�cef� <br />�Lo <br />z z <br />ro <br />�z <br />�7 <br />Z <br />N <br />o <br />OJ � <br />� <br />� <br />O�a <br />^ <br />L l <br />w <br />Clz <br />tuVg <br />I� <br />N <br />U, <br />o <br />L1J <br />J <br />LI? <br />LU <br />Q <br />z <br />W <br />Z <br />Nz <br />m <br />� <br />_ <br />ag <br />a <br />V <br />o <br />SCALE : AS NOTED <br />DATE : 11 /2/2018 <br />TECH: KFRAZER <br />VERSION NO. 5ol <br />SHEET NO. <br />SS <br />