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<br />1X4 1/2" DRYWALL
<br />1/2" DRYWALL DOOR JAMB REFER
<br />DOOR JAMB (REFER X4 (
<br />1 X 4 1/2" DRYWALL
<br />"UNACCEPTABLE INSTALLTION
<br />,
<br />DOOR JAMB (REFER
<br />SHT. SDW2-K1 P.T.
<br />TO SHT. SDW2-Ki To SHT. SDW2-K1
<br />FOR CONN. DETAILSFOR
<br />PROPER I NSTALLATION MAx. $ DO NOT DO THIS2"x
<br />BOT. PLATE W/ (2)10d @ 6" o.c.TO
<br />FOR CONN. DETAILS
<br />t1l
<br />CONN. DETAILS
<br />1X 4
<br />1X 4
<br />#5 REBAR
<br />(TYP,)
<br />3/4" PLYWOOD DECKING GLUED
<br />ATTACHED WALL SHEATHING TO
<br />X 4 3/16"� X 3" LONG FURRING LONG
<br />LONG X 3/16"0 FURRING 3/16 0 X
<br />TAPCONS
<br />FURRING
<br />#5 REBAR `
<br />(TYP,)6"
<br />AND NAILED W/ 8d COMMON @@3-1/4"
<br />O.C. EDGES AND 12" O.C, F►ELD
<br />2X BOTTOM PLATE W/ 8d 4"
<br />O.C., 2 ROWS STAGGERED
<br />TAPCON. INTO
<br />TAPCONS STAGGERED
<br />ST
<br />STAGGERED @ 16°1X8
<br />2X8
<br />`
<br />'
<br />BLOCK@ SPACING „
<br />1 DETAIL
<br />P.T. STAGGERED @ 16" O.C.
<br />O.C. 2-ROWS INTO 2-ROWS INTO
<br />1X8
<br />SBAND JOISTW/ FACE NAIL d
<br />PER MANUFACTURE
<br />MASONRY THROUGH u
<br />1-1 /2 DETAIL MASONRY THROUGH 3"
<br />DETAIL
<br />FILL SOLID
<br />STD. 90^ ` -��
<br />TD. 90° HOOK (TYP.)
<br />TOP & TTM CHORD, AND 8
<br />ACE
<br />1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T.
<br />BOTH CELLS
<br />HOOK (TYP.)
<br />NAILS 10d TRUSS VERT.
<br />@
<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.
<br />3/16 x 3 -1/2 DOOR JAMB (REFER
<br />1/2 DRYWALL
<br />1 X 4:/1:1/1
<br />NOTE:
<br />LAP SHEATHING TO
<br />DOOR JAMB (REFER EACH END W/ MIN
<br />DOOR JAMB REFER TTAPCON TO SHT. SDW2-K1 FOR
<br />I `
<br />BOTTOM OF BAND
<br />TO SHT. SDW2-K1 2" EDGE DIST.
<br />TO SHT. SDW2-K1 CONN. DETAIL
<br />JOIST TYPICAL
<br />FOR CONN. DETAILS
<br />FOR CONN, DETAILS 10d @ 12" O.C.
<br />1 X 4
<br />J
<br />FURRING
<br />_
<br />2X8 P.T. WITH 3/16" O X 3"
<br />' +2"
<br />NOTC @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 />'
<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 3-1/4" DETAIL
<br />+5^
<br />NOTCH WEB AT THE
<br />FIRST 2 COURSES`,
<br />BUILDOUT OVER SIZE DOOR
<br />-WINDOW ROUGH OPENINGS CC
<br />FILLED CELL PER
<br />FOUNDATION PLANK"
<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 />W11/4" x 31/4" TAPCON (1 1/4" MIN.
<br />A_A
<br />= 1610 #FOR 2 STRAPS
<br />FILL 1st4000RSES
<br />EMBEDMENT INTO BLK.) 1/4" MAX
<br />SOLID W/GROUT
<br />2'-0"
<br />8"
<br />1 PLY PRE-ENGINEERED TRUSS
<br />"
<br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN.
<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 />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"x2 1/4" TITEN = 2150 #)
<br />,.
<br />2 x 8 45A 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 />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 a. <. .. ..
<br />FURTHER INSTRUCTIONS.
<br />SCRIBE (NOTCH)
<br />FACE OF ARCH W/ (3)10d NAILS
<br />OVERRAN
<br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2x8
<br />AT EA. END
<br />RETROFIT TRUSS DETAIL
<br />�. .. ^ .
<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 PROVIDE TAPCON WITHIN
<br />a
<br />RETROFIT WALL OVERHANG DETAIL (NTS
<br />INTO ARCH BLKG. PER
<br />4" MIN. OF BRACE
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<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 Z-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 O YZ" USED) W/ 3 #6 X 4WOOD
<br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
<br />NO TE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'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 />J
<br />USE (1) SIMPSON 1/2' HD TITEN (CENTERED) w/
<br />k
<br />yqN TO TRUSS TOP CHORD
<br />MIN. 4" EMBEDMENT AT 16" O.C.
<br />�F
<br />�OTy
<br />1151_011
<br />11-0
<br />SCALE: N.T.S.
<br />S+S+
<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
<br />SECTION
<br />+ BLOCKING AS
<br />° , •.
<br />WITH
<br />1/4" x 31/4" TAPCON (1 1/4" MIN.
<br />ROOF SHEATHING ATTACHED
<br />+ REQUIRED
<br />> D Q
<br />1/4" MAX EMBEDMENT INTO K.) �� '�
<br />PER NAILING SCHEDULE ALL
<br />TRUSS + TO SUPPORT
<br />SOFFIT
<br />° , . ° a : • D: #5 BAR
<br />°
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />2-0 8
<br />5 12d NAILS SIMPSON
<br />O
<br />+ +
<br />DV ° . CENTERED W/ �
<br />1.01 s 6 °
<br />s H
<br />B
<br />BLKG. &BUCK
<br />2X6 TO 2X4 H2.5A w/ (10)
<br />2X4 SYP . ®s
<br />IN TOP o
<br />D ° ' ,
<br />1 X4 FURRING
<br />8d NAILS
<br />EACH TRUSS
<br />KNOCKOUT / N
<br />—� CHAIR BLOCK
<br />8d NAILS @ 8" O.C. AT BUCK
<br />2 x 8 VERT. W/ (2)10d
<br />NAILS AT EA. END
<br />PROVIDE (2) MIN.
<br />PROVIDE 2x
<br />CONT. W/
<br />"
<br />CONNECTOR b,
<br />MONO FOOTING /�,
<br />— .> °
<br />e.
<br />PROVIDE 2 x 8 DIAG. BRACE BTWN.,
<br />VERT. BRACES WHEN HGT. OF
<br />TAPCON AT EA. SIDE
<br />(3)
<br />12d NAILS
<br />SEE LINTEL
<br />_ /
<br />SIZE AND REINF. PER PLAN
<br />AND SECTION DETAILS -I
<br />24"
<br />BUCK - (1) WITHIN 4°
<br />BRACE EXCEEDS
<br />JACK TRUSS PROVIDED BY
<br />SCHED.
<br />LEAVE A CUT OUT IN O.S.B. ON TI
<br />MIN. OF START OF
<br />TRUSS COMPANY OR 2x4
<br />CLEAN FILL s • ° °
<br />2 x 8 VERT. BRACES
<br />()
<br />INSIDE TO ALLOW FOR INSULATION
<br />ARCH
<br />#2 SYP @ 24" O.C.
<br />ENTER SO IT
<br />.D
<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 />°'. ,
<br />90 HOOK N
<br />SCRIBE (NOTCH) BACKSIDE
<br />(
<br />7/16" OSB ARCH PANEL
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />SEE ELEVATION
<br />p
<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 />' �; ' �; ' �; � ,' '
<br />8d NAILS
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />START OF ARC
<br />��
<br />SCREWS @ 16 O.C. MAX. OR IF MASONRY
<br />� �)
<br />(MAX. 4 -0'
<br />' '
<br />v _ ° v , - °o 1 : °
<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 />INSTALL WDW, SCREW ----"-'
<br />CREW
<br />THRU OSB INTO 2 x 8
<br />O.C.'�
<br />ANCHOR INTO ARCH BLKG.
<br />STEMWALL FOOTING SIZE AND
<br />PER INSTALLATION DETAILS
<br />B-B
<br />ARCH DETAIL K
<br />SECTION @ ENTRY rL_,N�
<br />SECTION @ROOF EXTENSION M
<br />REINF. PERLAN AND STEMWALL
<br />MONO TO STEMWALL FOOTING
<br />SCALE: N.T.S. SS
<br />_ r �r
<br />SCALE: 3/4"-1-0 SS
<br />_ � �r
<br />SCALE: 3/4"-1-0 SS
<br />SECTION DETAILS
<br />SCALE: 3/4" = l'-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 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 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 />Aga.
<br />ANCHOR
<br />x 1
<br />SIMPSON2"
<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 />"SQUEEZED"
<br />W.W.M. AT PERIMETER
<br />1/2" NAILS STUDS & -
<br />NAILHTT4 U S & (1)
<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 />L O
<br />5/8" DIA. ALL THREAD ROD
<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 />TOP WITH MIN. 3" OCCURS
<br />EPDXIED w/ SIMPSON "SET" t
<br />z
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
<br />REINFORCING
<br />COVER 6'_0
<br />,
<br />EPDXY MIN. 6" EMBEDMENT & ` .
<br />o
<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 />Q
<br />FILL CELL FULL HEIGHT W/
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
<br />COURSE) EXPANSION STRIP
<br />v
<br />NON SHRINK GROUT.
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />°'
<br />0
<br />LU
<br />A
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />D
<br />v o
<br />REINFORCING AS FOLLOWS:
<br />SEALANT
<br />U_ a-
<br />1
<br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />`:; :;;:°E-
<br />g' —I
<br />_
<br />#5x6 EMBEDDED INTO
<br />* I PLACE.
<br />RE PANEL REINFORCING TO E. N C P SS
<br />6 MIN. LAP SPLICE W/
<br />D
<br />_ —
<br />U z
<br />� �
<br />EXISTING FOOTING (2) #5x6 W CONC.
<br />* REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL COVER PANEL RE NFORC G T U N
<br />REINFOR N PANELLO
<br />CI G
<br />— —
<br />'�j ��TT
<br />¢ _
<br />cn
<br />FILLED CELL
<br />SMOOTH. D0 NO FURROW.
<br />°. —
<br />I
<br />�
<br />N
<br />,
<br />DRILL 3/4'x5' MIN. HOLE
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />:.. D IjI-TI�
<br />x¢ GRADE D. . TTF-
<br />,
<br />SET BAR IN EPDXY ;
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />6 MIN. LAP
<br />p
<br />� .. °
<br />, �
<br />-�•:
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />SPLICE
<br />c14 Q
<br />`
<br />REMAIN FREE OF MORTAR.
<br />NOTE:
<br />M z
<br />'
<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 • D
<br />` `
<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 />\ D (2) #5 REBAR. MIN. 3"
<br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
<br />16"MIN. COVER EA. WAY
<br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS
<br />BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION
<br />R160
<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 />"=
<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.
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<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 potions 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
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<br />SCALE : AS NOTED
<br />DATE : 10/2/2018
<br />TECH: MJAM ES
<br />VERSION NO' 10
<br />SHEET NO.
<br />SS
<br />
|