Laserfiche WebLink
DOORJAMB (REFER 1x4 1/2" DRYWALL <br />1/2" DRYWALL DOOR JAMB (REFER <br />DOOR JAMB (REFEIg <br />1x4 1/2" DRYWALL <br />UNACCEPTABLE INSTALLTION <br />TO PRODUCT P.T. <br />TO PRODUCT TO PRODUCT <br />APPROVAL FOR coNN. <br />MAX <br />PROPER INSTALLATION <br />8" <br />� D NOT DO THIS <br />' <br />2"x BOT. PLATE W/ (2)10d @ 6" O.C. <br />I APPROVAL FOR CONN. <br />P.T. <br />APPROVAL FOR C <br />1 x4 <br />i X 4 <br />` #5 REBAR <br />(TYP,) <br />� <br />3/4" PLYWOOD DECKING GLUED <br />ATTACHED WALL SHEATHING TO <br />x4 <br />3-1/4" LONG X 3/16"di FURRING <br />u9\1 <br />3/16" 0 X 3" LONG FURRING " „ <br />TAPCONS (2) ROWS 3/16 x 3-1/2 <br />FURRING <br />#5 REBAR <br />AND NAILED W/ 8d COMMON I <br />6" O.C. EDGES AND 12" O.C. FIELD <br />2X BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />TAPCON. INTO <br />@ 16" O.C. & 4" <br />STAGGERED @ 16 ��.T. <br />2X8 <br />(TYP,) <br />BLOCK@ SPACING ,� <br />1 DETAIL <br />FRPCON <br />FROM EACH END w/ MIN. <br />O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH <br />1X8 <br />PER MANUFACTURE <br />MASONRY THROUGH �� <br />lx4 P.T. & lx8 1-1 /2 DETAIL lx8 w/ (2) ROWS 8d NAILS 3" <br />DETAIL <br />STD. 90 HOOK (TYP.) <br />STD. 90^ <br />♦ <br />2x BAND JOIST W! FACE NAIL 10d <br />@TOP 8 BTTM CHORD, AND (8) <br />P.T. STAGGERED @ 12 O.C. <br />FILL SOLID <br />BOTH CELLS <br />HOOK (TYP.) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />TAPCON @ 16" <br />DOOR JAMB (REFER <br />lx4 P.T. TO PRODUCT <br />JL :�71 <br />METAL SEAT PLATE <br />O.C. & 4" FROM <br />DOOR JAMB (REFER <br />APPROVAL FOR CONN. <br />1x4 1/2" DRYWALL <br />NOTE: <br />DOOR JAMB (REFER EACH END WI MIN <br />TO PRODUCT <br />VIL <br />LA <br />LAP SHEATHING <br />TO PRODUCT 2" EDGE DISMT. <br />APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />' ` <br />BOTTOM OF BAND <br />APPROVAL FOR CONN. <br />(2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16" <br />lx4 <br />JOIST TYPICAL <br />— —I <br />TAPCON 16" O.C. & O.C. & 4" FROM EACH <br />@ END w/ MIN. 2" EDGE DIST. <br />FURRING <br />I i <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />' +2" <br />NOTC @FIRST COURSE <br />SIMPSON HGAMIOKTA 12" O.C. <br />@ <br />D& EWS <br />2x P.T. AS REQ'D <br />MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 <br />STAGGERED 12" 0` <br />I <br />♦ <br />INTO BAND JOIST (4)1R/4"x2 3/4" <br />2x DETAIL <br />@ 3-1 <br />21 /4" DETAIL <br />/4" DETAIL <br />NOTCH WEB AT THE <br />TITEN INTO K.O. BLOCK <br />t5" <br />FIRST 2 COURSES ' <br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC <br />CELL PER <br />SCALE: N.T.S. <br />SS <br />FOUNDATION PLANLED <br />FILLED CELL INSTALLATION <br />H <br />RETROFIT FOR MISSING <br />EMBEDDED STRAP <br />11 <br />SCALE: N.T.S. <br />SS <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />Pill SECTION <br />A -A <br />UPLIFT CAPACITY = 805 # FOR 1 STRAP <br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />=1610 # FOR 2 STRAPS <br />FILL 1st4 COURSES <br />EMBEDMENT INTO BLK.) 1/4" MAX <br />8" <br />:' .* SOLID W/GROUT <br />�: <br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. <br />1/4" x 3 1/4"TAPCONS <br />1 PLY PRE-ENGINEERED TRUSS <br />BLOCK HEADER ARCH BLKG. &BUCK <br />,y <br />SIMPSON HM9KT w/ (4)1/4"xi 1/2" SDS <br />1/2" DRYWALL * <br />SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS <br />r <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 INTO <br />LEAVE A CUT OUT IN O.S.B. ON THE <br />BRACES <br />() 2 x 8 BRACE/ BLKG. <br />INSIDE TO ALLOW FOR INSULATION <br />7/16" OSB <br />CUT HOLE IN O.S.B. FOR <br />TO BE INSTALLED <br />BOND BEAM OR CAST IN PLACE BEAM <br />FOR OVERHANGS BETWEEN OVER 1 :.:. <br />BUILT UP PLWD. BUCK ARCH PANEL <br />POLY -CELL IN THIS AREA <br />2 x 8 45 DIAGONAL BRACE AT EA. <br />CONTACT ENGINEER OF RECORD FOR <br />OR <br />FURTHER INSTRUCTIONS. %'.. '•,a ' �'' '.: <br />SCRIBE )N <br />FACE OF ARCH W/ (3)10d NAILS <br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 <br />AT EA. END <br />RETROFIT TRUSS DETAIL <br />OVERRAN <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />• . <br />INSTALL WDW. SCREW ANCHOR-1 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB <br />PROVIDE TAPCON WITHIN <br />N.T.S. <br />.:• : •i «.:: <br />: ' i •.. <br />INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 <br />„ <br />4 MIN. OF BRACE <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />INSTALLATION DETAILS A -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 1/2" <br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF <br />ARCH 't <br />IF TRUSSES USED) W/ (3) #6 X 4%" WOOD <br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />START OF ARC <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />NAILS @ 8" O.C. <br />NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REO'D. <br />ARCH DETAIL <br />4' MAX. RAD. <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ <br />x0� TO TRUSS <br />ERy TO TRUSS TOP CHORD <br />qN <br />1 r—Orr 51-011 <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />tFNG%y <br />SCALE: N.T.S. <br />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 />IIIJILEINISH FLO <br />2 x 8 BUCK - CONNECT TO BLOCK <br />SECTION <br />+ + BLOCKING AS <br />, <br />WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. <br />B-B <br />ROOF SHEATHING ATTACHED <br />+ REQUIRED <br />„ EMBEDMENT INTO .) <br />/4 MAX <br />PER NAILING SCHEDULE ALL <br />TO SUPPORT <br />2'-0" 8" <br />TRUSS + SOFFIT <br />+ <br />o #5 BAR <br />D <br />BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH <br />(5)12d NAILS SIMPSON <br />+ <br />p 10" e <br />c ° ° CENTERED W/ <br />BLKG. &BUCK <br />2X6 TO 2X4 H2.5A w/ (10) <br />2X4 SYP <br />o ° °� H INIOP o <br />1 X 4 FURRING <br />8d NAILS <br />EACH TRUSS <br />u 13 KNOCKOUT / Zv <br />CHAIR BLOCK <br />8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d <br />° <br />1 <br />NAILS AT EA. END <br />PROVIDE 2 x 8 DIAG. BRACE BTWK <br />PROVIDE (2) MIN. <br />PROVIDE 2x <br />CONT. W/ (3) <br />CONNECTOR <br />' <br />— <br />MONO FOOTING - P <br />p 4,N <br />VERT. BRACES WHEN HGT. OF <br />TAPCON AT EA. SIDE <br />12d NAILS <br />SEE LINTEL <br />SIZE AND REINF. PER PLAN ° <br />BRACE EXCEEDS 24" <br />BUCK - (1) WITHIN 4" <br />JACK TRUSS PROVIDED BY <br />SCHED. <br />AND SECTION DETAILS <br />LEAVE A CUT OUT IN O.S.B. ON T <br />MIN. OF START OF <br />TRUSS COMPANY OR 2x4 <br />_I o <br />2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION <br />ARCH <br />#2 SYP @ 24" O.C. <br />X. <br />tENTER SO IT <br />CLEAN FILL D o z <br />TO BE INSTALLED <br />JDIRT <br />BUILT UP PLWD. BUCK - <br />4'- " 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 />#5 BAR IN ° 90r HOOK N <br />/ <br />TO FIT ARCH CONNECT W/ <br />START OF ARC <br />IF TRUSSES USED) W/ (2) #6 X 4%Z' WOOD <br />FOR OVER HANG <br />FILLED CELL <br />�" <br />8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />4' MAX. RAD. <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />(MAX. 4'-0") <br />'� <br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL <br />WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" <br />� �,. <br />INSTALL WDW, SCREW----'THRU OSB INTO 2 x 8 <br />O.C. <br />` � -' D• � � � �. � � �� a. \ � �� �. <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS ARCH DETAIL K <br />B-B <br />SECTION @ENTRYSTEMWALL <br />L <br />SECTION @ ROOF EXTENSIONrM <br />FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />SCALE: N.T.S. <br />MONO TO STEMWALL FOOTING <br />SS <br />SCALE: 3/4" =1'-0" SS <br />SCALE: 3/4" =1'-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 />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 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 />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />ANCHOR <br />W.W.M. AT PERIMETER <br />SIM <br />SIMPSON HTT4 w/ (18)10d x 1 <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. <br />1/4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />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. <br />OCCURS <br />5/8" DIA. ALL THREAD ROD <br />"SET' <br />>' #5x6' EMBEDDED INTO EXISTING BOND BEAM <br />cr <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING <br />( <br />REINFORCING <br />TOP WITH MIN. 3" <br />EPDXIED w/ SIMPSON �t <br />z <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" F.F. <br />EPDXY MIN. 6" EMBEDMENT & <br />cn <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 />w <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />s' <br />w U NON SHRINK GROUT. <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />> <br />REINFORCING AS FOLLOWS: <br />— — — <br />Q cn 1 <br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />pp e <br />U_ g <br />* PRESS PANEL REINFORCING INTO PLACE. <br />v z #5x6' EMBEDDED INTO <br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />6" MIN. LAP SPLICE W/ <br />REINFORCING PANEL <br />n <br />g EXISTING FOOTING 2 #5x6' IN CONC. <br />¢ - ( ) <br />SMOOTH. DO NO FURROW. <br />v " <br />N FILLED CELL <br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT <br />GRADE :' n <br />` <br />DRILL 3/4"x5"MIN. HOLE <br />SET BAR IN EPDXY <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />o, p . <br />A' <br />_ <br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />NOTE: <br />M <br />O <br />REMAIN FREE OF MORTAR. <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 v <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />SAW CUT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />\ ; <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. 01COVER 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: 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 />L0 v <br />0Ll <br />o <br />z <br />z01 <br />z� <br />Q <br />a <br />z <br />a--+ tN <br />O w <br />r~ <br />L <br />�Ln <br />U <br />o0 <br />.9 <br />04 <br />w <br />4) <br />gg_ N <br />09 � <br />cc <br />Q 0) <br />C/g <br />U.) <br />9 Q O <br />A 1 <br />B D. <br />N C 6 D C <br />_ N N <br />1 S! <br />U) <br />Z W z f�' z <br />0.w <br />W <br />W V'" <br />`E <br />Z '21001 <br />VfLr M �s� m m <br />a <br />W Na <br />III - � <br />N'� <br />y <br />Al! <br />Q <br />to <br />4 <br />k\ <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 Bth 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 />�a <br />f� <br />w <br />u <br />�?6L) <br />S <br />uN <br />L <br />g�' <br />r <br />G <br />>Z <br />oC <br />n <br />Z <br />� <br />ao <br />Q <br />J Z <br />w <br />O <br />� <br />c./! <br />U <br />U. <br />Q�� <br />Uj <br />LUM <br />Z <br />ON <br />�a <br />WI <br />ri <br />2: <br />LLJ <br />Q <br />a z <br />r-I <br />Z <br />z8 <br />� <br />m <br />O <br />� <br />ok <br />Z <br />5 <br />= <br />o <br />� in <br />rn <br />.-i <br />a <br />cn <br />s <br />SCALE . AS NOTED <br />DATE : 08/07/2019 <br />TECH: FM <br />VERSION N0. 4x0 <br />SHEET NO. <br />SS <br />ri <br />