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<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 />DOORJAMB (REFER
<br />TO SHT. SDW2-K1 P.T.
<br />TO SHT. SDW2-K1 TO SHT. SDW2-K1
<br />MAX, 8„ DO NOT DO THIS
<br />PROPER INSTALLATION `
<br />2"x BOT. PLATE W/ (2)10d @ 6" O.C.
<br />FOR CONN. DETAILS
<br />FOR CONN. DETAILS FOR CONN. DETAILS
<br />1 X 4
<br />1 X 4
<br />#5 REBAR (TYP,
<br />3/4" PLYWOOD DECKING GLUED
<br />ATTACHED WALL SHEATHING TO
<br />2X BOTTOM PLATE W! 8d 4"
<br />3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG
<br />FURRING
<br />REBAR `
<br />AND NAILED W/ $d COMMON @
<br />6" O.C. EDGES AND 12" O.C. FIELD
<br />@
<br />O.C., 2 ROWS STAGGERED
<br />3-1/4" LONG X 3/16" 0 FURRING
<br />TAPCONS
<br />(TYP,)
<br />(T
<br />TAPCON, INTO
<br />TAPCONS STAGGERED
<br />STAGGERED @ 16"
<br />2X8
<br />`
<br />BLOCK@ SPACING "
<br />1 DETAIL
<br />1X8 P.T. STAGGERED @ 16" O.C.
<br />O.C. 2-ROWS INTO 2-ROWS INTO
<br />1X8
<br />2x BAND JOIST W/ FACE NAIL 10d
<br />PER MANUFACTURE
<br />MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH
<br />3
<br />��
<br />DETAIL
<br />^
<br />STD. 90 ` i�
<br />STD. 90° HOOK (TYP.)
<br />@ TOP & CHORD, AND
<br />1x4 P.T. & 1x8 P.T, 1x8 P.T. & 2x8 P.T.
<br />FILL SOLID
<br />BOTH CELLS
<br />HOOK (TYP.)
<br />NAILS 10 R
<br />WEB NAILS 10d @TRUSS VERT.
<br />3/16" x 3 -1/2"
<br />TAPCON @ 16"
<br />METAL SEAT PLATE
<br />"
<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 />DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR
<br />(
<br />BOTTOM OF BAND
<br />TO SHT. SDW2-K1 2" EDGE DIST.
<br />TO SHT. SDW2-K1 CONN. DETAILSM
<br />`
<br />JOIST TYPICAL
<br />FOR CONN. DETAILS
<br />FOR CONN. DETAILS
<br />10d @ 12" O.C.
<br />1 X 4
<br />FURRING
<br />2X8 P.T. WITH 3/16" 0 X 3"
<br />+2„
<br />' -
<br />NOTC @ FIRST COURSE
<br />�
<br />SIMPSON HGAMIOKTA @ 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 />2X8
<br />`
<br />INTO BAND JOIST & (4) 1/4"x2 314"
<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 />`
<br />BUILDOUT OVER SIZE DOOR
<br />-WINDOW ROUGH OPENINGS CC
<br />FILLED CELL PER
<br />FOUNDATION PLAN
<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:
<br />N.T.S.
<br />SS
<br />2x8 P.T. BUCK -CONNECT TO BLOCK
<br />SECTION
<br />UPLIFT CAPACITY
<br />W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN.
<br />A -A
<br />_ 16100 #FOR 2 STRAPS
<br />FILL 1st COURSES
<br />SOLID w/GRouT
<br />EMBEDMENT INTO BLK,) 1/4" MAX
<br />2'-0"
<br />8"
<br />Q`
<br />,
<br />1 PLY PRE-ENGINEERED TRUSS
<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 />°
<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 />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 />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 1/2"
<br />CONTACT ENGINEER RECORD FOR
<br />BUILT UP PLWD. BUCK ARCH PANEL
<br />POLY -CELL IN THIS AREA
<br />2 x 8 45 DIAGONAL BRACE AT EA.
<br />FURTHER INSTRUCTIONS.
<br />I
<br />SCRIBE (NOTCH)
<br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8
<br />FACE OF ARCH W/ (3) 10d NAILSOVERRAN
<br />EA. END
<br />RETROFIT TRUSS DETAIL
<br />,.AT
<br />°
<br />LL
<br />CONNECT W/ 8d NAILS BRACE/ BLKG.
<br />.
<br />N.T.S.
<br />INSTALL WDW. SCREW ANCHOR`2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />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 />A
<br />4" MIN. OF BRACE
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />FOR OVERHANGS BETWEEN 3/4" TO 1 112"
<br />INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW, INSTALLATION DETAILS OR
<br />THRU
<br />„
<br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
<br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
<br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
<br />START OF ARC
<br />IF TRUSSES USED) W/ (3) #6 X 4%" WOOD
<br />(2) 10d NAILS @ 8" O.C.
<br />ARCH DETAIL
<br />4' MAX. RAD.
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />WALL USE (3)1/4" X 31/2" TAPCONS AT 16"
<br />k0V
<br />ERygN TO TRUSS TOP CHORD
<br />SCALE: N.T.S.
<br />SS
<br />O.C. 12
<br />+ + �Fj�OT
<br />N PLYWOOD SHEATHING
<br />1 i_�li 5�-Dig
<br />JACK TRUSS PROVIDED BY SEE
<br />+ +
<br />TRUSS COMPANY OR PLAN
<br />2x6 #2 SYP @ 24" O.C.
<br />+ +
<br />+ +4LjINISH
<br />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 />B_B
<br />ROOF SHEATHING ATTACHED
<br />+ REQUIRED
<br />EMBEDMENT INTO K.)
<br />/4 MAX
<br />PER NAILING SCHEDULE ALL
<br />TO SUPPORT
<br />TRUSS
<br />°.. ° ►: #5 BAR
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />2-0 8
<br />(5)12d NAILS SIMPSON
<br />+ + SOFFIT
<br />+
<br />°D °• 10„ ° o D 6 ° ° CENTERED W/
<br />°> 9 H IN TOP
<br />1 X 4 FURRING
<br />BLKG. &BUCK
<br />2X6 TO 2X4 H2.5A w/ (10)
<br />8d NAILS
<br />2X4 SYP r ®°
<br />EACH TRUSS
<br />o ° ' o
<br />• KNOCKOUT / iv
<br />I • •e ° CHAIR BLOCK
<br />8d NAILS @ 8" O.C. AT BUCK
<br />PROVIDE 2 8 DIAG, BRACE BTWN..,
<br />2 x 8 VERT. W/ (2) 10d
<br />NAILS AT EA. END
<br />PROVIDE (2) MIN.
<br />PROVIDE 2x
<br />W/
<br />°
<br />CONNECTOR '®
<br />_
<br />— •� D °
<br />MONO FOOTING
<br />x
<br />VERT. BRACES WHEN HGT. OF
<br />TAPCON AT EA. SIDE
<br />CONT. (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 .o ° • ° °
<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 />DIRT • 6 z
<br />TO BE INSTALLED
<br />000,
<br />BUILT UP PLWD. BUCK -
<br />4'-0" MAX SEE PLAN
<br />PRECAST LINTEL
<br />° ° STANDARD o
<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 ° 90' HOOK N
<br />r
<br />TO FIT ARCH CONNECT W/
<br />IF TRUSSES USED) W/ (2) #6 X 4%2" WOOD
<br />FOR OVER HANG
<br />FILLED CELL -
<br />8d NAILS
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />START OF ARC
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />(MAX. 4'-0")
<br />. • ° . °, .
<br />INSTALL WDW, SCREW
<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 />_, _,
<br />°
<br />-I °• "� °• ' ' ,' °• , ,,' s• "�' °• Sk
<br />ANCHOR INTO ARCH BLKG.
<br />THRU OSB INTO 2 x 8
<br />O.C.
<br />PER INSTALLATION DETAILSSTEMWALL
<br />B-B
<br />ARCH DETAIL rK
<br />SECTION @a ENTRY rL
<br />SECTION @ROOF EXTENSION M
<br />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 />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 />"SQUEEZED"
<br />W,W,M, AT PERIMETER
<br />1/2" NAILS TO STUDS & (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 />r
<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 />OCCURS
<br />TOP WITH MIN. 3"
<br />EPDXIED w/ SIMPSON "SET"
<br />IX
<br />z0
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING
<br />(
<br />REINFORCING
<br />COVER g�_0��
<br />EPDXY MIN. 6" EMBEDMENT & ` .
<br />�
<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 />�
<br />FILL CELL FULL HEIGHT W/
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
<br />COURSE) EXPANSION STRIP
<br />U_ w
<br />NON SHRINK GROUT.
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />°
<br />O v
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />, ; u
<br />v a
<br />A
<br />REINFORCING AS FOLLOWS:
<br />PLACE LOWER HALF F MORTAR IN BED INT.
<br />C 0 0 JOINT. DO NOT FURROW.
<br />SEALANT
<br />o o = I — NI
<br />— — —— —
<br />p Iil �—-1 1
<br />¢ a
<br />Q
<br />1
<br />PRESS PANEL REINFORCING INTO PLACE.
<br />:...:,:' 6" MIN. LAP SPLICE W/
<br />>T I I I '
<br />n ' I
<br />U z
<br />#5x6' EMBEDDED INTO
<br />EXISTING FOOTING (2) #5x6' IN CONC.
<br />" COVER PANEL REINFORCING WITH UPPER HALF F B
<br />0 MORTAR BED AND TROWEL
<br />..:...,<
<br />REINFORCING PANEL
<br />a
<br />cn
<br />FILLED CELL
<br />SMOOTH. DO NO FURROW.
<br />°I I
<br />, ° —T��
<br />N
<br />DRILL 3/4"x5" MIN. HOLE
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />p T�1—�_TI-
<br />GRADE °. rrr
<br />SET BAR IN EPDXY
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />6" MIN. LAP
<br />D °
<br />El
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />SPLICE NOTE:
<br />`V A.
<br />"
<br />REMAIN FREE OF MORTAR.
<br />z
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<br />SEE GLASS BLOCK INSTALLATION
<br />NOTES.
<br />T g • c .
<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 />\ ' (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 />COVER EAWAY
<br />16 MIN. ,
<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" = 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 />SCALE : AS NOTED
<br />DATE : 3/7/2018
<br />TECH: )MUROSKI
<br />VERSION NO. 10
<br />SHEET NO.
<br />SS
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