|
00
<br />O
<br />N
<br />h
<br />cc
<br />oc
<br />ac
<br />a
<br />I. Ij rn
<br />7
<br />s
<br />JI h
<br />c
<br />a
<br />L
<br />C
<br />c
<br />a
<br />1 ,r
<br />cl
<br />a
<br />V
<br />_ LJ
<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 />,
<br />♦
<br />DOOR JAMB REFER
<br />( P.T.
<br />TO SHT. SDW2-K1
<br />TO SHT. SDW2-K1 TO SHT. SDW2-K1
<br />PROPER INSTALLATION MAX. $ DO NOT DO THIS
<br />2"x BOT. PLATE W/ (2) 1Od @ 6" O.C.
<br />FOR CONN. DETAILS
<br />FOR CONN. DETAILS FOR CONN. DETAILS
<br />1 X 4
<br />#5 REBAR TYP,
<br />( )
<br />3/4" PLYWOOD DECKING GLUED
<br />ATTACHED WALL SHEATHING TO
<br />2X BOTTOM PLATE W/ 8d 4"
<br />1 X 4
<br />FURRING
<br />3/16" 0 X 3" LONG FURRING 3/16"0 X 3-1 /2" LONG
<br />FURRING
<br />#5 REBAR `
<br />'
<br />AND IDGES AND 1LED W/ 8d 02MO.00NF� FIELD
<br />6 O.C.
<br />@
<br />O.C., 2 ROWS STAGGERED
<br />3-1/4" LONG X 3/16"0
<br />TAPCONS
<br />(TYP,)
<br />TAPCON. INTO
<br />TAPCONS STAGGERED
<br />STAGGERED @ 16"
<br />2X8
<br />BLOCK SPACING
<br />1" DETAIL
<br />1X8 P.T. STAGGERED 16" O.C.
<br />@
<br />O.C. 2-ROWS INTO 2-ROWS INTO
<br />iX8
<br />2x BAND JOIST W/ FACE NAIL 1Od
<br />PER MANUFACTURE
<br />MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH
<br />3
<br />rr
<br />DETAIL
<br />STD.
<br />STD. 90
<br />90° HOOK (TYP.)
<br />A
<br />1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T.
<br />FILL SOLID
<br />BOTH CELLS
<br />HOOK(TYP.)
<br />FACE NAIBS 10d @ TRUSSNVDE(RT.
<br />WEB
<br />3/16" x 3 -1/2"
<br />TAPCON @ 16"
<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 />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 />BOTTOM01 T OF BAND
<br />FOR CONN. DETAILS FOR CONN. DETAILS 1 Od @ 12" O.C. 1 X 4
<br />_ J
<br />FURRING
<br />2X8 P.T. WITH 3/16"0 X 3"
<br />+2
<br />' -
<br />NOTC @FIRST COURSE
<br />SIMPSON HGAMIOKTA @ 12" O.C.
<br />w/ (4)1/4x1 1/2" SIDS SCREWS
<br />LONG TAPCONS
<br />2x P.T. AS REQ'D
<br />2X8 P.T. STAGGERED @ 16" O.C.
<br />2X8
<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
<br />FIRST 2 COURSES E ''
<br />`
<br />BUILDOUT @ OVER SIZE DOOR
<br />-WINDOW ROUGH OPENINGS CC
<br />FILLED CELL PER
<br />PLAN
<br />FOUNDATION
<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 1st4 COURSES
<br />EMBEDMENT INTO BLK.) 1/4" MAX
<br />SOLID W/GROUT
<br />2 -0
<br />1 X 4 FURRING n SOLID BLKG. AT TOP BTWN.
<br />8"
<br />1 PLY PRE-ENGINEERED TRUSS
<br />BLOCK HEADER ARCH BLKG. &BUCK
<br />1/4" x 31/4" TAPCONS
<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 /><:
<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 />-;
<br />7/16" 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 />POLY -CELL IN THIS AREA
<br />2 x 8 45 DIAGONAL BRACE AT EA.
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS. ; •a
<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 />•
<br />CONNECT W/ 8d NAILS BRACE/ BLKG.
<br />. . _a
<br />N.T.S.
<br />• a,.
<br />INSTALL WDW. SCREW ANCHOR 2 x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8
<br />PROVIDE TAPCON WITHIN
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
<br />4" MIN. OF BRACE
<br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<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
<br />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 314" - 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 />J
<br />4 MAX. RAD.
<br />USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/
<br />x
<br />TO TRUSS TOP CHORD
<br />�V�RygN
<br />MIN. 4" EMBEDMENT AT 16" O.C.
<br />+
<br />�FN
<br />r u r n
<br />1 -O 5 -O
<br />SCALE: N.T.S.
<br />SS
<br />12
<br />+ + OT
<br />H 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 x 8 BUCK - CONNECT TO BLOCK
<br />SECTION
<br />+ + BLOCKING AS
<br />° , .. �•
<br />'
<br />WITH 1/4" x 31/4" TAPCON (1 1l4" MIN.
<br />B_B
<br />ROOF SHEATHING ATTACHED
<br />+ REQUIRED
<br />>• °
<br />/4" MAX EMBEDMENT INTO K.)
<br />PER NAILING SCHEDULE ALL
<br />TO SUPPORT
<br />° • ° o.. #5 BAR
<br />2 0 81,
<br />TRUSS + + SOFFIT
<br />bD n ��"'e D ° CENTERED W/ 2
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />(5)12d NAILS SIMPSON
<br />+
<br />d °
<br />°> 9 H IN TOP
<br />1 X 4 FURRING
<br />BLKG. &BUCK
<br />2X6 TO 2X4 H2.5A w/ (10)
<br />2X4 SYP r ®s
<br />o ° ' o
<br />' KNOCKOUT / cN
<br />8d NAILS
<br />EACH TRUSS
<br />_ , .'
<br />° CHAIR BLOCK
<br />8d NAILS @ 8" O.C. AT BUCKYr
<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/
<br />CONNECTOR
<br />d
<br />MONO FOOTING '
<br />— •D e • °
<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 />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. BRACE(S)
<br />INSIDE TO ALLOW FOR INSULATION
<br />ARCH
<br />#2 SYP @ 24" O.C.
<br />ENTER SO IT
<br />.> b z
<br />DIRT
<br />TO BE INSTALLED
<br />BUILT UP PLWD. BUCK -
<br />4'-0" MAX SEE PLAN
<br />PRECAST LINTEL
<br />°
<br />°ffTANDARD o
<br />SCRIBE (NOTCH) BACKSIDE
<br />7/16" OSB ARCH PANEL
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />SEE ELEVATION
<br />o HOOK N
<br />#5 BAR IN
<br />TO FIT ARCH CONNECT W/
<br />8d NAILS
<br />START OF ARC
<br />IF TRUSSES USED) W/ (2) #6 X 4%z" WOOD
<br />FOR OVER HANG
<br />FILLED CELL, • -. • - r • -, • - r ,
<br />�. �.,
<br />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 />. ., . _ J . _, .,
<br />INSTALL WDW, SCREW
<br />BTWN. OSB ARCH FACES W/ (4)1 Od NAILS EQUAL EQUAL
<br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16"
<br />►:
<br />', �• ,, e• , ,,, �• , 'r �
<br />Pk ',' b..ANCHOR
<br />INTO ARCH BLKG.
<br />THRU OSB INTO 2 x 8
<br />O.C.
<br />PER INSTALLATION DETAILS
<br />B-B ARCH DETAIL rK
<br />SECTION @ ENTRY L
<br />SECTION @ ROOF EXTENSION M
<br />STEMWALL FOOTING SIZE AND
<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" = 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 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 />ANCHOR
<br />x 1
<br />SIMPSON2"
<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 />W.W.M. AT PERIMETER
<br />1/2" NAILS STUDS & (1) -
<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 />5/8" DIA. ALL THREAD ROD
<br />L
<br />�
<br />#5x6' EMBEDDED INTO EXISTING BOND BEAM
<br />E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />)
<br />9 a. PANEL PER ANCHOR)
<br />g
<br />OCCURS
<br />TOP WITH MIN. 3
<br />EPDXIED w/ SIMPSON SET �
<br />Z
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
<br />REINFORCING
<br />COVER 6 �"
<br />EPDXY MIN. 6"EMBEDMENT & \ `
<br />0
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
<br />(EVERY OTHER
<br />F.F.
<br />P
<br />3 MIN. EDGE DISTANCE
<br />g
<br />FILL CELL FULL HEIGHT W/
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
<br />COURSE) EXPANSION STRIP
<br />w U-1
<br />NON SHRINK GROUT,
<br />4
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />°
<br />0 v
<br />A
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />o o� n
<br />w
<br />REINFORCING AS FOLLOWS:
<br />1
<br />'
<br />1
<br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />SEALANT
<br />—
<br />: �, o
<br />a
<br />J
<br />* PRESS PANEL REINFORCING INTO PLACE.
<br />m
<br />I
<br />U z
<br />#5x6' EMBEDDED INTO
<br />"MIN. LAP SPLICE W/
<br />P ° _
<br />EXISTING FOOTING (2) #5x6' IN CONC.
<br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />REINFORCING PANEL
<br />—�
<br />CO LO
<br />FILLED CELL
<br />SMOOTH. DO NO FURROW.
<br />, °
<br />° I
<br />04
<br />DRILL 3/4"x5" MIN. HOLE
<br />F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT
<br />GRADE ° ° rr�
<br />SET BAR IN EPDXY
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />6 MIN. LAP
<br />D
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />SPLICE NOTE:
<br />M
<br />REMAIN FREE OF MORTAR.
<br />_ z \ '
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<br />11 SEE GLASS BLOCK INSTALLATION
<br />NOTES.
<br />c
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
<br />ALANT SE
<br />, °
<br />4" SAW CUT
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
<br />GLASS BLOCK DETAIL
<br />\ (2) #5 REBAR. MIN. 3"
<br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
<br />" MIN. COVER EAWAY
<br />16.
<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.
<br />s
<br />C4 V
<br />cM
<br />_ o
<br />z
<br />z�
<br />V) (D
<br />� w
<br />t'6 �
<br />OV w
<br />D
<br />N
<br />F
<br />o
<br />c6 U
<br />0r-
<br />m CN
<br />L.l.f
<br />N M M
<br />co
<br />M
<br />_
<br />E2 ;s
<br />O o 0
<br />U
<br />0
<br />,_U_00
<br />cD
<br />in a C,¢m
<br />e7��
<br />i Q o
<br />AN
<br />B D.
<br />r � O � V�i N
<br />Z CAI
<br />���,z � z
<br />U)
<br />Y. cn _ 'o oLU
<br />cu oo w
<br />LL Z U)
<br />W
<br />U o
<br />www.�, itf/fff ❑
<br />XV
<br />F3 " '
<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. 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 />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607
<br />www.LennarTampa.com
<br />oz
<br />0
<br />17)
<br />9 z
<br />fZ�
<br />W C
<br />uzo0
<br />Z
<br />Se uj
<br />w a.000
<br />LL
<br />A
<br />'<
<br />W N
<br />zzo
<br />s'
<br />z O
<br />>
<br />CL
<br />r U
<br />zz
<br />C
<br />N
<br />-a
<br />a
<br />O
<br />,�
<br />� LLJ
<br />L�
<br />U
<br />U)
<br />J
<br />LU
<br />8 z
<br />F0
<br />lr
<br />0
<br />'�QJy
<br />WARS
<br />S
<br />Urn'°
<br />O
<br />gQ
<br />y�
<br />�'F
<br />A
<br />1 `
<br />21
<br />C a
<br />f a
<br />F¢ o�o
<br />Z
<br />Z
<br />J
<br />aw0
<br />2:
<br />N
<br />Z
<br />Z
<br />Iyj
<br />S
<br />0
<br />00
<br />Z
<br />�
<br />=
<br />�z
<br />a
<br />rn0
<br />r_1
<br />a
<br />0
<br />s
<br />SCALE : AS NOTED
<br />DATE : 10/29/2018
<br />TECH: MJAM ES
<br />VERSION NO. 4s0
<br />SHEET NO.
<br />SS
<br />
|