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<br />0
<br />J
<br />W
<br />�a
<br />1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB REFER 1 X 4 1/2" DRYWALL
<br />UNACCEPTABLE INSTALLTION �
<br />DOOR JAMB (REFER TO SHT. SDW2-K1
<br />TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1
<br />FOR CONN. DETAILS
<br />MAX 8„
<br />PROPER INSTALLATION DO NOT DO THIS
<br />2"x BOT. PLATE W/ (2)10d @$" 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 4"
<br />1 X 4 ,� FURRING
<br />3/16"� X 3" LONG FURRING 3/t6 0 X 3-1l2 LONG
<br />3-1/4" LONG X 3/16" 0 FURRING TAPCONS
<br />#5 REBAR
<br />(TYP,)
<br />AND NAILED W/ 8d COMMON @
<br />6 O.C. EDGE AN 2O.C. FIELD
<br />"
<br />PLATE W/ 8d @
<br />O.C., 2 ROWS STAGGERED
<br />TAPCON. INTO TAPCONS STAGGERED 2X8
<br />STAGGERED @ 1131,1X8
<br />` '
<br />P.T. STAGGERED @ 16" O.C. iX8
<br />BLOCK@ SPACING �� O.C. 2-ROWS INTO
<br />1 DETAIL 2-ROWS INTO
<br />2x BAND JOIST W/ FACE NAIL 10d
<br />PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 11
<br />3 DETAIL
<br />`STD. 90°HOOK (TYP.)
<br />STD. 90' �--��
<br />FILL SOLID
<br />@ TOP & BTTM CHORD, AND (8)
<br />1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T.
<br />BOTH CELLS 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 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1/2" DRYWALL
<br />1 X 4
<br />LJIL
<br />NOTE:
<br />LAP SHEATHING TO
<br />DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR
<br />BOTTOM OF BAND
<br />TO SHT, SDW2-K1 2"EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL
<br />I
<br />JOIST TYPICAL
<br />FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4
<br />FURRING
<br />2X8 P.T. WITH 3/16"0 X 3"—
<br />' +2„ NOTC @ FIRST COURSE
<br />SIMPSON HGAM10KTA @ 12" O.C.
<br />D&
<br />LONG TAPCONS
<br />2x P.T. AS REQ'D 2X8 P.T. 2X8
<br />STAGGERED @ 16 O.C.
<br />`
<br />INTO BAND JOIST (4)14"x2 3/4"
<br />��
<br />2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4 DETAIL
<br />NOTCH WEB AT THE '
<br />+5^ FIRST 2 COURSES `
<br />TITEN INTO K.O. BLOCK
<br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC
<br />FILLED CELL PER
<br />FOUNDATION PLAN
<br />FILLED CELL INSTALLATION K'H�
<br />RETROFIT FOR MISSING
<br />EMBEDDED STRAP
<br />SCALE: N.T.S. SS
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL.
<br />INFO SCALE: N.T.S.
<br />SCALE: N.T.S. SS
<br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION
<br />UPLIFT CAPACITY = 805 # FOR 1 STRAP
<br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A
<br />=1610 #FOR 2 STRAPS
<br />FILL list 4 COURSES
<br />EMBEDMENT INTO BLK.) 1/4" MAX
<br />SOLID W/GROUT
<br />1f 2'-0"q 8"
<br />1 PLY PRE-ENGINEERED TRUSS
<br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1!4" x 31l4" TAPCONS
<br />BLOCK HEADER ARCH BLKG. & BUCK
<br />SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS
<br />1!2" DRYWALL t,
<br />__*
<br />S6d
<br />SC2 PLYSNSTALL,SIMPSON LGT2(w (6)
<br />8d NAILS AT 8" O.C. AT BUCK
<br />SINKERS AND (7) i/4"x21/4" TITEN = 2150 #)
<br />2 x 8 45^ DIAGONAL (4)10d NAILS LEAVE A CUT OUT IN O.S.B. ON THE
<br />7BKG
<br />BRACE(S) 2 x 8 BRACE/. INSIDE TO ALLOW FOR INSULATION7/16"
<br />OSB TO BE INSTALLED
<br />BOND BEAM OR CAST IN PLACE BEAM
<br />FOR OVERHANGS BETWEEN OVER 11/2"BUILT
<br />UP PLWD. BUCK ARCH PANEL CUT HN O.S.B. FOR
<br />POLY IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA.
<br />CONTACT ENGINEER of RECORD FOR
<br />FURTHER INSTRUCTIONS.
<br />d
<br />SCRIBE NOTCH
<br />(NOTCH)
<br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS
<br />AT EA. END
<br />RETROFIT TRUSS DETAIL
<br />OVERHAN .•:�: :�
<br />,.
<br />CONNECT W/ 8d NAILS BRACE/BLKG.
<br />T
<br />N.T.S.
<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 />d.
<br />RETROFIT WALL OVERHANG DETAIL NTS
<br />INTO. ARCH BLKG. PER 4" MIN. OF BRACE
<br />INSTALLATION DETAILS A
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />FOR OVERHANGS BETWEEN 3/4" TO 110
<br />-A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
<br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />TRUSS AS SHOWN FOR O.H. UP TO 7-6"
<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 2'-6" TO 4'-0" O.H.
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D.
<br />START OF ARC
<br />SCREWS @ 16" O.C.
<br />.C. MAX. OR IF MASONRY WALL10d
<br />/
<br />NAILS @ 8" O.C.
<br />4' MAX. RAD.
<br />ARCH DETAIL i
<br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/
<br />XO� TO TRUSS
<br />FR TO TRUSS TOP CHORD
<br />y�N
<br />MIN. 4" EMBEDMENT AT 16" O.C.
<br />�F
<br />NOr
<br />11 ��
<br />1-0 5 -0
<br />SCALE: N.T.S. SS
<br />12
<br />+ + N 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 />>. o
<br />/4" MAX EMBEDMENT INTO K,)
<br />2'-0„ 8,,
<br />PER NAILING SCHEDULE ALL
<br />TO SUPPORT
<br />TRUSS + SOFFIT
<br />° • ° >. #5 BAR
<br />; . '. >• •„' '' '
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />(5)12d NAILS SIMPSON
<br />*�
<br />.' p • °
<br />D' 10 ° is e • '' CENTERED W/
<br />H
<br />1 X 4 FURRING
<br />BLKG. &BUCK
<br />2X6 TO 2X4 ( )
<br />8d NA w/ 10
<br />8d NAILS
<br />2X4 SYP ► ®s
<br />EACH TRUSS
<br />o ° N TOP o
<br />o .� KNOCKOUT / c.t
<br />.•
<br />—� CHAIR BLOCK
<br />8d NAILS @ 8" O.C. AT BUCK
<br />PROVIDE 2 8 DIAG, BRACE B
<br />2 x 8 VERT. W/ (2)10d
<br />NAILS AT EA, END
<br />PROVIDE (2) MIN.
<br />PROVIDE 2x .F4
<br />CONT. W/
<br />CONNECTOR
<br />MONO FOOTING - _ ,y .a. • .� p e
<br />x
<br />(3)
<br />SIZE AND REINF. PER PLAN
<br />VERT. BRACES WHEN HGT. OF
<br />TAPCON AT EA. SIDE
<br />12d NAILS
<br />SEE LINTEL
<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 ° e
<br />2 x 8 VERT. BRACE(S) .
<br />INSIDE TO ALLOW FOR INSULATION
<br />ARCH
<br />#2 SYP @ 24" O.C.
<br />EENTER SO IT
<br />DIRT 6 z
<br />TO BE INSTALLED
<br />000,
<br />BUILT UP PLWD. BUCK -
<br />4'-0" MAX SEE PLAN
<br />PRECAST LINTEL
<br />° ffTANDARD o
<br />e•'. ,
<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 '5 HOOK N
<br />TO FIT ARCH CONNECT W/
<br />IF TRUSSES USED) W/ (2) #6 X 4Y." WOOD
<br />FOR OVER HANG
<br />FILLED CELL r •,, r
<br />8d NAILS
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />START OF ARC
<br />4' MAX. RAD.
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />(MAX. 4'-0")
<br />,. , ,r `. ,'r , , o . r
<br />INSTALL WDW, SCREW
<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 />v'" sr \ '1 �r sr ♦ O �r sr ♦ 1 �r s \ � \,r sr
<br />ANCHOR INTO ARCH BLKG.
<br />THRU OSB INTO 2 x 8
<br />O.C.
<br />PER INSTALLATION DETAILS
<br />B-B
<br />ARCH DETAIL K
<br />SECTION @ENTRY L
<br />SECTION @ROOF EXTENSIONrM
<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" =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 />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 EXPANSION STRIP
<br />FLOOR PLAN FOR
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 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 ANCHOR
<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 />W.W.M. AT PERIMETER
<br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2
<br />WHERE THIS CONDITION
<br />(1) #5 BARS CONT.
<br />1/2" NAILS TO STUDS & (1) -
<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 9 ga. PANEL PER ANCHOR)
<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 61_011
<br />EPDXY MIN. 6" EMBEDMENT &
<br />o
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (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. COURSE) EXPANSION STRIP
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />�- 411
<br />p
<br />NON SHRINK GROUT.
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />°•
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<br />A
<br />REINFORCING AS FOLLOWS:
<br />SEALANT
<br />'rrr'-rr1—Tr
<br />u — T�1=III=-IT�I T
<br />�
<br />t¢ a
<br />�-
<br />1
<br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />,`'.
<br />e — I —Il- —II
<br />' T�
<br />� �
<br />U
<br />DD
<br />#5x6 EMBE ED INTO
<br />PRESS PANEL REINFORCING INTO PLACE. „
<br />r,
<br />z
<br />6 MIN. LAP SPLICE W/
<br />,
<br />EXISTING FOOTING (2) #5x6 IN CONC.
<br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL
<br />.: r
<br />¢ =
<br />U) N
<br />FILLED CELL
<br />SMOOTH. DO NO FURROW.
<br />°
<br />° o I I
<br />„ „
<br />DRILL 3/4 x5 MIN. HOLE
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />GRADE o, :. P i r�
<br />SET BAR IN EPDXY
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP
<br />p .' °
<br />:
<br />El
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE
<br />04 • •Q
<br />REMAIN FREE OF MORTAR. NOTE:
<br />`' z_ \
<br />'
<br />`
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES.
<br />T g • o
<br />`
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT
<br />° °
<br />'0
<br />4" SAW CUT
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
<br />GLASS BLOCK DETAIL
<br />\ P
<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. 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" = V-0"
<br />SCALE: 3/4" = V-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 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 6th Edition. Engineer's signature and seat is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
<br />LE N NAR
<br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607
<br />www.LennarTampa.com
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<br />SCALE : AS NOTED
<br />DATE : 3/16/2018
<br />TECH: MJAMES
<br />VERSION NO. 4v0
<br />SHEET NO.
<br />SS
<br />
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