|
DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />1/2" DRYWALL
<br />DOOR JAMB (REFE191i
<br />DOOR JAMB (REFER
<br />1x4
<br />1/2" DRYWALL
<br />P T
<br />TO PRODUCT
<br />TO PRODUCT
<br />TO PRODUCT
<br />APPROVAL FOR CONN.x4
<br />APPROVAL FOR CAPPROVAL
<br />FOR CONN.
<br />1X 4
<br />t"
<br />LONG X 3/16"0
<br />1x4 P.T.
<br />FURRING
<br />„„
<br />3/16 0 X 3 LONG FURRING
<br />TAPCONSTAPCON
<br />2 ROWS 3/16" x 3-1/2"3-1/4"
<br />FURRING
<br />TAPCON. INTO
<br />STAGGERED @ 16"..
<br />@ 16" O.C. & 4"
<br />2X8
<br />BLOCK@ SPACING
<br />1
<br />„
<br />DETAIL
<br />O.C. 2-ROWS INTO
<br />FROM EACH END w/MIN.
<br />2" EDGE DIST. ATTACH
<br />1X8
<br />PER MANUFACTURE
<br />MASONRYTHROUGH 11
<br />1-1 /2 DETAIL
<br />1x8 wl (2) Rows 8d NALS
<br />3" DETAIL
<br />1x4 P.T. & 1x8 P.T.
<br />1.
<br />DOOR JAMB (REFER
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />STAGGERED @ 12 O.C.
<br />3/16" x 3 -1/2"
<br />1 x4 P.T.
<br />DOOR JAMB (REFER
<br />TAPCON 16"
<br />TO PRODUCT
<br />O.C. & 4" FROM
<br />DOOR JAMB (REFER
<br />APPROVAL FOR CONN. 1x4 1/2" DRYWALL
<br />EACH END W/ MIN
<br />TO PRODUCT
<br />2" EDGE DIST.
<br />APPROVAL FOR CONN.
<br />2x8 P.T. w/ (2) ROWS 3/16"
<br />x 3-1/2" TAPCON @ 16" 1x4
<br />I')
<br />(2) ROWS 3/16" x 3-1/2"
<br />O.C. & 4" FROM EACH FURRII
<br />TAPCON @ 16" O.C. &
<br />END w/ MIN. 2"EDGE DIST.
<br />4" FROM EACH END w/ 2x8 P.T.
<br />ATTACH SECOND PLY w/
<br />P.T. AS REQ'D
<br />MIN. 2" EDGE DIST.
<br />(2) ROWS 10dx3° 2x8
<br />2X DETAIL
<br />2 1/4" DETAIL
<br />STAGGERED @12"O.C. 3-1/4" DETAIL
<br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSf CC
<br />SCALE: N.T.S. SS
<br />2x8 P.T. BUCK -CONNECT TO BLOCK
<br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN.
<br />EMBEDMENT INTO BLK.)
<br />1 X 4 FURRING
<br />BLOCK HEADER
<br />1/2" DRYWALL —
<br />8d NAILS AT 8" O.C. AT BUCK
<br />2 x 8 45^ DIAGONAL (4) 10d NAILS INTO
<br />BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG.
<br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA
<br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8
<br />CONNECT W/ 8d NAILS BRACE/ BLKG.
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
<br />A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —�
<br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
<br />ARCH DETAIL J
<br />SCALE: N.T.S. SS
<br />INSTALL WDW. SCREW ANCHOR
<br />INTO ARCH BLKG. PER
<br />INSTALLATION DETAILS
<br />1/4" MAX
<br />* SOLID BLKG. AY TOP BTWN.
<br />ARCH BLKG. & BUCK
<br />2 x 8 BUCK - CONNECT TO BLOCK
<br />2'-0"
<br />WITH
<br />1/4" x 3 1/4" TAPCON (1 1/4" MIN.
<br />1/4" MAX EMBEDMENT INTO )
<br />2'-0"
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />1 X 4 FURRING
<br />BLKG. & BUCK
<br />8d NAILS @ 8" O.C. AT BUCK
<br />2 x 8 VERT, W/ (2) 10d
<br />AT EA. END
<br />PROVIDE 2 x 8 DIAG. BRACE BTWN,,,NAILS
<br />VERT. BRACES WHEN HGT. OF
<br />BRACE EXCEEDS 24"
<br />LEAVE A CUT OUT IN O.S.B. ON T
<br />2 x 8 VERT. BRACE(S)
<br />INSIDE TO ALLOW FOR INSULATION
<br />TO BE INSTALLED
<br />BUILT UP PLWD. BUCK -
<br />SCRIBE (NOTCH) BACKSIDE
<br />7/16" OSB ARCH PANEL
<br />TO FIT ARCH CONNECT W/
<br />8d NAILS
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />INSTALL WDW, SCREW
<br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL
<br />ANCHOR INTO ARCH BLKG.
<br />THRU OSB INTO 2 x 8
<br />PER INSTALLATION DETAILS
<br />ARCH DETAIL K
<br />B-B
<br />SCALE: N.T.S. SS
<br />SECTION
<br />A -A
<br />8"
<br />1/4" x 3 1/4" TAPCONS
<br />—LEAVE A CUT OUT IN O.S.B. ON THE
<br />INSIDE TO ALLOW FOR INSULATION
<br />TO BE INSTALLED
<br />---2 x 8 45 DIAAGONAL BRACE AT EA.
<br />FACE OF ARCH W/ (3) 10d NAILS
<br />AT EA. END
<br />PROVIDE TAPCON WITHIN
<br />4" MIN. OF BRACE
<br />START OF ARC
<br />4' MAX. RAD.
<br />SECTION
<br />B-B
<br />8"
<br />PROVIDE 2x
<br />PROVIDE (2) MIN. CONT. W/ (3)
<br />TAPCON AT EA. SIDE 12d NAILS
<br />BUCK - (1) WITHIN 4"
<br />MIN. OF START OF
<br />ARCH
<br />START OF ARC
<br />EQUAL 114' MAX. RAID.
<br />PROPER INSTALLATION MAX' $
<br />FILL SOLID
<br />BOTH CELLS
<br />#5 REB:
<br />(TYP,)
<br />STD. 90'
<br />HOOK (1
<br />±5A
<br />NOTCH WEB AT
<br />FIRST 2 COURSI
<br />"" I—
<br />:;APACITY = 805 # FOR 1 STRAP
<br />=1610 # FOR 2 STRAPS
<br />1 PLY PRE-ENGINEERED TRUSS
<br />SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS
<br />SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS
<br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
<br />SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)
<br />BOND BEAM OR CAST IN PLACE BEAM
<br />RETROFIT TRUSS DETAIL
<br />N.T.S.
<br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />IF TRUSSES USED) W/ (3) #6 X 4'Y2" WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
<br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/
<br />MIN. 4" EMBEDMENT AT 16" O.C.
<br />12
<br />JACK TRUSS PROVIDED BY SEE
<br />TRUSS COMPANY OR PLAN
<br />2x6 #2 SYP @ 24" O.C.
<br />ROOF SHEATHING ATTACHED
<br />PER NAILING SCHEDULE ALL
<br />(5) 12d NAILS SIMPSON i
<br />2X6 TO 2X4 H2.5A w/ (10)
<br />8d NAILS
<br />i
<br />JACK TRUSS PROVIDED BY
<br />TRUSS COMPANY OR 2x4
<br />#2 SYP @ 24" O.C. �
<br />4'-0" MAX SEE PLAN
<br />NOTE:
<br />SHED ROOF ENDS TO BE
<br />GABLE ONLY, CORNERS
<br />SHALL NOT BE FRAMED AS
<br />HIP.
<br />DESIGNED ONLY FOR THE
<br />INSTALLATION OF SHINGLE
<br />AND METAL ROOF FINISH
<br />GLASS BLOCK INSTALLATION NOTES
<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 />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
<br />EXTENDS TO SILL.
<br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
<br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
<br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSiTION. (PLACE
<br />EXPANSION STRIP
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
<br />20 ga. PANEL
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
<br />ANCHOR
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
<br />1/4" EXPANSION BOLT (2
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />9 ga. PANEL
<br />PER ANCHOR)
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
<br />REINFORCING
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
<br />(EVERY OTHER
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
<br />COURSE)
<br />EXPANSION STRIP
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />; • ' .;
<br />REINFORCING AS FOLLOWS:
<br />SEALANT
<br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />;;':;;:'•
<br />* PRESS PANEL REINFORCING INTO PLACE.
<br />"H
<br />6„ MIN. LAP SPLICE W/
<br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />:.Y
<br />REINFORCING PANEL
<br />SMOOTH. DO NO FURROW.
<br />:.'
<br />:.
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />6" MIN. LAP
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />"" ''
<br />SPLICE NOTE:
<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 NOTES.
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
<br />SEALANT
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
<br />GLASS BLOCK DETAIL
<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.)
<br />GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
<br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCT"rON. LEAVE SPACE FOR SEALING.
<br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
<br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
<br />INSTALLATION OF GLASS BLOCK.
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />IF TRUSSES USED) W/ (2) #6 X 4Yz' WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
<br />O.C.
<br />SECTION @ ENTRY L
<br />SCALE: 3/4" = 1'-0" SS
<br />MASONRY WALL. SEE PLAN FOR
<br />REINFORCING. PROVIDE LOWER
<br />HOOKED DOWEL
<br />W.W.M. AT PERIMETER
<br />(1) #5 BARS CONT. WHERE THIS CONDITION
<br />TOP WITH MIN. 3" OCCURS
<br />COVER 6'.0" F.F.
<br />p' D
<br />D 'II
<br />D
<br />—�1 ll
<br />GRADE D, p. ` Q D l 1 I�
<br />CV q
<br />co Z
<br />°
<br />D (2) #5 REBAR. MIN. 3"
<br />16" MIN. COVER EA. WAY
<br />SECTION AT DEEP MONO FOUNDATION
<br />SCALE: 3/4" = V-0"
<br />FILLED CELL PER
<br />FOUNDATION PLAN
<br />A
<br />YP.)
<br />THE
<br />:S
<br />I IA1Ar%r%rT7TA01 17 IAIOTAI I -rinKl
<br />FILLED CELL INSTALLATION I H
<br />SCALE: N.T.S. SC
<br />SEE ARCH PLAN AND
<br />PRE ! Nt 1 RUS'S DESK-;N
<br />HEt
<br />..; 2x IJ -
<br />ALUM C-Elk,'
<br />BR G WALL TYPE T—*- p �- ALU Iv' u,' =
<br />PER PLAN 1 I "'
<br />I � 1.3141'
<br />�J=
<br />7.4,''ENED PEZ I -r•..
<br />d"J,C m E 2 BE Li \'d I LCUNT '� EfJTED OR y wy,I, T;T
<br />CONT 2x4 NAILED TO ---J 2x BLOCKING NAILED TO TC � '
<br />8LOCKINGw+2-12dNARS('') CHORD EVERY OTHER TRIJ
<br />,w+ �- I CJ NAIL: T i'P. I
<br />%1ATERIAL SPAN
<br />"1 - Ht C)E.I" N - li ,RII:� til Es,.:l iEL I`UH; �(PO :)%INEN IS AND CL. -' _
<br />LISTEG IN THE CAE ,. - Nry_ t TER. A _ N SHEET SN
<br />IA_*HM' _-N I I V,14, L ALIJ%1 INC FLU# lbt-
<br />FR•C:ILILIC:TAPFIRCINALI F k tl NNCL FA 3TENCD TO.
<br />( f,1U wl T NAVL 0S7` DLA Zr 24" C) C. w/ 5/"8' PAIN. EMBEDMENT
<br />WCK30 w/" (3) 16 GA. 3/4"x 114" CROWN STAPLES @ 24" MAX. C.C- 1:"J C: AI _
<br />PATTERN
<br />SlJb F 1::..I,+ " ' 14i, "yi^, , .'1 K 1:4 ;:IR"()V' N :;",',!'PLE (Ga1 EA(.'H C ROO\ ::
<br />STRUCTURAL
<br />AL SOFFIT
<br />SF01 5;rALE 2+4 ® ,, -
<br />. I"•I FOR ALI_If,11NUN1 SOFFITS WIT
<br />F: I:I4 211.I :;h 3 1' 4' II 1 ALL 1.10 �",r AN bO },
<br />THE SOFFIT FL PA INSTALLATIC N ;Pf
<br />'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DET41 LS,
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />TRUSS AS -SHOWN FOR O.H. UP TO 2'-6"
<br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
<br />X (2) 10d NAILS @ 8" O.C.
<br />OVFigygN TO TRUSS TOP CHORD
<br />+ + �FNQry PLYWOOD SHEATHING
<br />+ BLOCKING AS
<br />+ REQUIRED
<br />TO SUPPORT
<br />TRUSS + SOFFIT
<br />+ +
<br />2X4 SYP ` , s +
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL
<br />SCHED.
<br />CENTER SOFFIT
<br />PRECAST LINTEL
<br />SEE ELEVATION
<br />2X2 #2 P.T. MIN.
<br />FOR OVER HANG
<br />W/J-CHANNEL SECURED
<br />(MAX. 4'-0")
<br />@24" O.C. FASTENED TO
<br />CMU W/ 3" LONG T-NAILS @
<br />24" O.C.
<br />SECTION @ ROOF EXTENSION M
<br />SCALE: 3/4" = V-0"
<br />SS
<br />SIMPSON HTT4 w/ (18) 10d x 1
<br />1/2" NAILS TO STUDS & (1) -
<br />5/8" DIA. ALL THREAD ROD
<br />EPDXIED w/ SIMPSON "SET"
<br />EPDXY MIN. 6" EMBEDMENT 8
<br />3" MIN. EDGE DISTANCE
<br />RETROFIT FOR MI%
<br />MSTAM STRAP
<br />RrAI P- 1/d
<br />(ZFG CUGGT r)) AAlll
<br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C.
<br />3/4" PLYWOOD DECKING GLUED
<br />ATTACHED WALL SHEATHING TO
<br />AND NAILED W/ 8d COMMON @
<br />2X BOTTOM PLATE W/ 8d @ 4"
<br />6" O.C. EDGES AND 12" O.C. FIELD
<br />O.C., 2 ROWS STAGGERED
<br />2x BAND JOIST W/ FACE NAIL 10d
<br />@ TOP & BTTM CHORD, AND (8)
<br />FACE NAILS 10d @ TRUSS VERT.
<br />WEB
<br />METAL SEAT PLATE
<br />NOTE:
<br />LAP SHEATHING TO
<br />BOTTOM OF BAND
<br />JOIST TYPICAL
<br />SIMPSON HGAM10KTA @ 12" O.C.
<br />w/ (4) 1/41 1/2" SIDS SCREWS
<br />INTO BAND JOIST & (4)1/4"x2 3/4"
<br />TITEN INTO K.O. BLOCK
<br />RETROFIT FOR MISSING
<br />EMBEDDED STRAP
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL, INFO SCALE: N.T.S.
<br />FILL 1st 4 COURSES
<br />SOLID W/GROUT
<br />a
<br />4:
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS. • e«' f
<br />OVERHAN
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
<br />1'-0" 6-0"
<br />NISH
<br />T
<br />D ° p
<br />#5 BAR
<br />D 10" ° ° ° CENTERED W/
<br />9 H D IN TOP o
<br />D .Ig KNOCKOUT / EN
<br />_ CHAIR BLOCK
<br />°
<br />MONO FOOTING
<br />SIZE AND REINF. PER PLAN
<br />°
<br />AND SECTION DETAILS
<br />I °
<br />CLEAN FILL D °
<br />DIRT z
<br />° STANDARD b
<br />90' HOOK N
<br />#5 BAR IN
<br />FILLED CELL
<br />♦ Y A • r a ♦ r h r • r ,^ r
<br />r V V a 0 V 'a, ��� •A V V a
<br />a A ♦ _ e
<br />. A• \ b •r a• v V r. av V V n. a• \ V er A•
<br />STEMWALL FOOTING SIZE AND
<br />REINF. PERLAN AND STEMWALL
<br />MONO TO STEMWALL FOOTING SECTION DETAILS
<br />SCALE: 3/4" = V-0"
<br />OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC
<br />ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
<br />jUl. 21, 0
<br />EXISTING BOND BEAM. \
<br />DRILL 34'6" MIN. HOLE SET BAR IN\",nc-
<br />CAP TO PREVENT LEAKAGE VirtualRev►eW Aedvia �
<br />e leted and p
<br />Ith
<br />TOP SPACE BETWEEN EXISTING GROUT & NEWAIR` �Yl'�e With he 2ah0 pX2300
<br />MUST BE PACKED WITH NON -SHRINK GROL1Tr(f�!02;x*one K
<br />#5x6' EMBEDDED INTO EXISTING BOND BEAM
<br />FILL CELL FULL HEIGHT W/
<br />NON SHRINK GROUT.
<br />#5x6' EMBEDDED INTO
<br />EXISTING FOOTING
<br />DRILL 3/4"x5" MIN. HOLE
<br />SET BAR IN EPDXY
<br />U - EXISTING FOOTING
<br />RETROFIT FILLED CELL DETAIL
<br />(2) #5x6' IN CONC.
<br />FILLED CELL
<br />�•:ws�::r.: O
<br />4" SAW CUT
<br />A SECTION
<br />1 SCALE: N.T.S.
<br />SCALE: N.T.S.
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<br />LAST PLOT DATE
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