Laserfiche WebLink
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 />� <br />DOOR JAMB (REFER <br />TO SHT. SDW2-K1 P.T. <br />TO SHT. SDW2-K1 TO SHT. SDW2-K1 <br />CONN. DETAILS <br />MAX <br />PROPER INSTALLATION <br />8„ <br />DO NOT DO THIS <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />FOR CONK. DETAILS <br />FOR <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 />2X BOTTOM PLATE W/ 8d 4" <br />1 X 4 <br />3-1/4" LONG X 3/16" 0 FURRING <br />3/16" 0 X 3" LONG „ <br />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 />TAPCON. INTO <br />TAPCONS TAPCONS STAGGERED <br />STAGGERED @ 16" <br />2X8 <br />(TYP,) <br />I BLOCK@ SPACING „ <br />1 DETAIL <br />1X8 P.T. STAGGERED @ 16" O.C. <br />Q.C. 2-ROWS INTO 2-ROWS INTO <br />1X8 <br />2x BAND JOIST W/ FACE NAIL 10d <br />PER MANUFACTURE <br />MASONRY THROUGH 1-1 /21' DETAIL MASONRY THROUGH <br />3 <br />�� <br />DETAIL <br />STD. 901 ` t�;� <br />TD. 90° HOOK (TYP.) <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 />METAL SEAT PLATE <br />TAPCON @ 16" <br />O.C. & 4" FROM <br />1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER <br />1 X 4 1/2" DRYWALL <br />NOTE: <br />LAP 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 />D <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 />TC @ FIRST COURSE <br />SIMPSON HGAM10KTA @ 12" O.C. <br />w/ (4) 1/4x1 1/2"SDS SCREWS <br />LONG TAPCONS <br />2x P.T. AS REQ'D <br />2X8 P'T' STAGGERED 16" O.C. <br />2X8 <br />L <br />` <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 /411 DETAIL <br />+5n <br />2 COURSESEB AT '' <br />NOTCH FIRST <br />FIRST 2 COURSES <br />` <br />—FILLED <br />%* <br />BUILDOUT OVER SIZE DOOR <br />-WINDOW ROUGH OPENINGS CC <br />CELL <br />PLAN <br />—E <br />FOUNDATIONPER <br />FILLED CELL INSTALLATION <br />KH <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />SCALE: N.T.S. <br />SS <br />11"SCALE: <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />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 -A <br />=1610 # FOR 2 STRAPS <br />FILL 1st4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />. SOLID W/GROUT <br />it 2.0„ <br />8„ <br />1 PLY PRE-ENGINEERED TRUSS <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1/4" x 31/4" TAPCONS <br />; <br />BLOCK HEADER ARCH BLKG. &BUCK <br />SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS <br />a <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 />2 x 8 45n DIAGONAL (4) 10d NAILS INTO <br />LEAVE A GUT OUT IN O.S.B. ON THE <br />BRACE(S) 2 x 8 BRACE/BLKG. <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 1 112" <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />POLY CELL IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS. <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 />CONNECT W/ 8d NAILS BRACE/BLKG. <br />, <br />N.T.S. <br />. <br />INSTALL WDW. SCREW ANCHO 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 <br />INSTALLATION DETAILS A <br />4" MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" <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 />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 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 <br />4 MAX. RAD. <br />USE (1) SIMPSON 1/2' HD TITEN (CENTERED) w/ <br />x V <br />FRy TO TRUSS TOP CHORD <br />qN <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />+ �FN <br />1-0° 5r-0° <br />SCALE: N.T.S. <br />SS <br />12 <br />+ GTN PLYWOOD SHEATHING <br />JACK TRUSS PROVIDED BY SEE <br />+ + <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24 O.C. <br />+ + <br />+ <br />+ + BLOCKING AS <br />INISH FL0 <br />° • .. <br />2 <br />x 8 BUCK - CONNECT TO BLOCK SECTION <br />WITH <br />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 <br />K.) <br />, „ „ <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />TRUSS + SOFFIT <br />°.. ° o: #5 BAR <br />. o. •p . > <br />BLOCK HEADER <br />* <br />SOLID BLKG. AT TOP BTWN. ARCH <br />2 -0 8 <br />() d NAILS SIMPSON <br />5 12 <br />+ <br />+ <br />, p ° <br />10 <br />p Is ° . CENTERED W/ <br />9 <br />1 X 4 FURRING <br />BLKG. &BUCK <br />H2.5A w/ 10 <br />2X6 TO 2X4 ( ) <br />8d NAILS <br />2X4 SYP . <br />EACH TRUSS <br />° IN TOP <br />, .' . .Iq KNOCKOUT / <br />— ° CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK <br />2 x 8 VERT. W/ (2) 10d <br />CONNECTOR •� • <br />d <br />PROVIDE 2 x 8 DIAG. BRACE BT <br />VERT. BRACES WHEN HGT. OF <br />NAILS AT EA. END <br />PROVIDE (2) MIN. <br />TAPCON AT EA. SIDE <br />PROVIDE 2x <br />CONT. W/ (3) <br />12d NAILS <br />® <br />SEE LINTEL <br />_ <br />MONO FOOTING .a .. o° , <br />SIZE AND REINF. PER PLAN ° <br />AND SECTION DETAILS -I <br />BUCK - (1) WITHIN 4" <br />BRACE EXCEEDS 24" <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 />° <br />CLEAN FILL o °• <br />2 x 8 VERT, BRACE(S) <br />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 />00, <br />BUILT UP PLWD. BUCK - <br />4'-0" MAX SEE PLAN <br />PRECAST LINTEL <br />° STANDARD o <br />°'• , <br />90° HOOK N <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 ° <br />TO FIT ARCH CONNECT W/ <br />IF TRUSSES USED) W/ (2) #6 X 4%" 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 />SCREWS @ 16" O.G. MAX. OR IF MASONRY <br />—(MAX, 4'-0") <br />; ; ; <br />. _ . J ., . _ ., <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS <br />EQUAL EQUAL <br />4 MAX. RAD. <br />WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" <br />° <br />f <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />O.C. <br />�• � '• � � '• � '• � 0ANCHOR <br />INTO ARCH BLKG. <br />STEMWALL FOOTING SIZE AND <br />PER INSTALLATION DETAILS <br />B-B <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 />„_ , „ <br />SCALE: 3/4 -1-0 SS <br />_ „ <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 <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 />MORE INFO <br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <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 />"SQUEEZED" <br />'ANCHOR <br />. <br />WW.M. AT PERIMETER <br />1/2" NAILS STUDS & - <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. ALLL D <br />THREAD ROD <br />>- <br />� <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" <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING <br />( <br />REINFORCING <br />COVER g�_0" <br />EPDXY MIN. 6" EMBEDMENT & ` \ <br />0 <br />,n <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 />� � <br />U- v <br />NON SHRINK GROUT. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />, <br />o <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />, ; o <br />LU v <br />A <br />REINFORCING AS FOLLOWS: <br />I I=I I F <br />LL <br />1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANTf�=l <br />- <br />p <br />Q <br />#5x6 EMBEDDED INTO <br />PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/ <br />° <br />0z <br />EXISTING FOOTING (2) #5x6' IN CONC. <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />a = <br />FILLED CELL <br />SMOOTH. DO NO FURROW. <br />3/4"x5" LE <br />DRILL MIN, HOLE <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE P P <br />` . <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />p ° <br />.. O <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />cN <br />REMAIN FREE OF MORTAR. <br />NOTE: <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 o <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 />SI \ ' (2) #5 REBAR. MIN. 3" <br />I <br />TOOL OOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE <br />NTS nLOWER <br />16" MIN. EA. WAY <br />WEDGES FROM COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS <br />BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 <br />A SECTION <br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />700,COVER <br />EXISTING FOOTING <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />j 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" = 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 />U <br />z_ M <br />0 <br />z�z <br /><C <br />u, <br />4--J w <br />o w <br />TM <br />o <br />�v) <br />f- <br />U <br />o^ <br />m <br />w <br />f-' <br />N co <br />0)f6 co <br />U <br />�? <br />N V M <br />o` o0 <br />o <br />U) o <br />Q rn <br />Lo �vv <br />rn < o <br />MD. <br />" J� <br />Z`WgN]? z <br />LU N`*. a <br />���� a <br />LU V Q L <br />Z <br />.° E $ a <br />°' Q <br />M° <br />Z Q <br />LLM Z <br />W <br />O �j -< O <br />' Co�mIlf�'F�� O <br />.z?4V ti�f. <br />• <br />•� <br />Lu <br />w <br />0 0" <br />•• F t. ... <br />• <br />4-� <br />A <br />0 F E , <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 Bth Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />L AR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oS <br />�o <br />< <br />< <br />W <br />UEOO <br />�Oz4z <br />�wZ <br />a02J <br />02 <br />w <br />O o <br />U W N <br />Z <br />/'1 <br />z oz <br />r <br />z <br />z <br />Z <br />-0 <br />N <br />z <br />O <br />J a <br />J W <br />U0 <br />M <br />rt <br />co <br />O <br />WOJ µ�FF.JIRY� <br />0t <br />� <br />W <br />a O <br />N <br />zaZ¢ <br />,: <br />a <br />N <br />aaf� <br />0�9� <br />Z <br />z <br />N <br />2 5 � R <br />ea2ti <br />J <br />Lr)a <br />r-i <br />LL1 <br />W W <br />� z o <br />w <br />2: <br />g <br />Q <br />U <br />g~o <br />Ln <br />01 <br />Q <br />Z <br />u z <br />*k <br />�Z <br />tj <br />o <br />0 <br />06 <br />Z <br />� <br />SCALE . AS NOTED <br />DATE : 7/30/2018 <br />TECH: MJAM ES <br />VERSION NO. �J^ . O <br />SHEET NO. <br />SS <br />