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DOOR JAMB (REFER 1X4 1/2" DRYWALL
<br />1/2" DRYWALL DOOR JAMB REFER
<br />DOOR JAMB (REFER 1 X 4 (
<br />TO SHT. SDW2-K1
<br />1 X 4 1/2" DRYWALL
<br />UNACCEPTABLE INSTALLTION
<br />Mom' 8 , ,
<br />TO SHT. SDW2-K1 P.T.
<br />TO SHT. SDW2-K1
<br />FOR CONN. DETAILS
<br />PROPER INSTALLATION
<br />DO NOT DO THIS
<br />` '
<br />2"x BOT. PLATE W/ (2) 1Od @ 6" O.C.
<br />FOR CONN. DETAILS
<br />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 />1 X 4
<br />3-1/4" LONG X 3/16"0 FURRING
<br />3/16" 0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG
<br />TAPCONS
<br />FURRING
<br />#5 REBAR ` '
<br />AND NAILED W/ 8d COMMON
<br />6" O.C. EDGES AND 12" O.C. FIELD
<br />I
<br />@
<br />O.C., 2 ROWS STAGGERED
<br />TAPCON. INTO
<br />TAPCONS STAGGERED
<br />STAGGERED @ 16"
<br />2X8
<br />(TYP,)
<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 />JOIST W/
<br />PER MANUFACTURE
<br />MASONRY THROUGH 1 _ 1 /2" DETAIL MASONRY THROUGH
<br />3
<br />n
<br />DETAIL
<br />TD. 90° HOOK (TYP.)
<br />STD. 90 `
<br />2x BAND FACE NAIL 10d
<br />@ TOP & BTTM CHORD, AND (8)
<br />1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T.
<br />FILL SOLID
<br />BOTH CELLS
<br />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 />��
<br />O.C. & 4 FROM
<br />1X4 P.T. 3/16 x 3 -1/2 DOOR JAMB (REFER
<br />„
<br />1 X 4 1/2 DRYWALL
<br />0/a
<br />NOTE:
<br />DOOR JAMB (REFER EACH END W/MIN
<br />2 EDGE DIST.
<br />DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR
<br />(IL
<br />TO SHT. SDW2-K1 CONN. DETAILS
<br />`
<br />LAP SHEATHING TO
<br />BOTTOM OF BAND
<br />TO SHT. SDW2-K1
<br />JOIST TYPICAL
<br />FOR CONN. DETAILS
<br />FOR CONN, DETAILS
<br />10d @ 12" O.C.
<br />1 X 4
<br />_ J
<br />FURRING
<br />2X8 P.T. WITH 3/16"0 X 3"
<br />+2 NOTC @FIRST COURSE
<br />-
<br />USP HGAM10 @ 12" O.C. w/4-SDS
<br />1/4x1 1/2" SCREWS INTO BAND
<br />LONG TAPCONS
<br />2x P.T. AS REQ'D
<br />2X8 P.T. STAGGERED @ 16" O.C.
<br />2X8
<br />`
<br />JOIST & (4) 3/16"x1-3/4" WEDGE
<br />K.O.
<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 />BOLTS INTO BLOCK
<br />BUILDOUT @ OVER SIZE DOOR
<br />—WINDOW ROUGH OPENINGS CC
<br />FILLED CELL PER
<br />FOUNDATION PLAN
<br />FILLED CELL INSTALLATION 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 = 945 # FOR 1 STRAP
<br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN.
<br />A
<br />-A
<br />=1890 #FOR 2 STRAPS
<br />FILL Ist4 COURSES
<br />EMBEDMENT INTO BLK.) 1/4" MAX
<br />y. SOLID W/GROUT
<br />tr 2' -0"
<br />8"
<br />1-PLY PRE-ENGINEERED TRUSS
<br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK
<br />1/4" x 31/4" TAPCONS
<br />USP RT16M W/ (8) NA11 NAILS & (6)" x 24"
<br />..
<br />BLOCK HEADER
<br />TAPCONS
<br />,
<br />1/2" DRYWALL *
<br />(IF TRUSS IS 2 PLY INSTALL USP HTWM16 WI (6)
<br />10d NAILS x 1' NAILS AND
<br />8d NAILS AT 8" O.C. AT BUCK
<br />2 x 8 45' DIAGONAL
<br />LEAVE A CUTOUT IN O.S.B. ON THE
<br />(4) 4" X 1 a' WEDGE BOLTS [ (1) STRAP = 1225 # ,
<br />d
<br />(4)10d NAILS INTO
<br />BRACE(S) 2 x 8 BRACE/ BLKG.
<br />INSIDE TO ALLOW FOR INSULATION
<br />(2) STRAPS 2450#])
<br />7/16" OSB
<br />TO BE INSTALLED
<br />BOND BEAM OR CAST
<br />FOR OVERHANGS BETWEEN OVER 1
<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 />IN PLACE BEAM
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS. • d a'
<br />SCRIBE (NOTCH)
<br />FACE OF ARCH W/ (3) 10d NAILS
<br />BACKSIDE TO FIT ARCH INTO 2 x 8
<br />AT EA. END
<br />RETROFIT TRUSS DETAIL
<br />OVERHAN d
<br />CONNECT W/ 8d NAILS BRACENBLKG
<br />N.T.S.
<br />� •
<br />d
<br />em 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />INSTALL WDW. SCREW ANCHOR ARCH ACES W (4)10d NAILS THRU OSB INTO 2 x 8
<br />INTO ARCH BLKG. PER CF
<br />PROVIDE TAPCON WITHIN
<br />d
<br />RETROFIT WALL OVERHANG DETAIL
<br />(NTS)
<br />A
<br />4" MIN. OF BRACE
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
<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 />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
<br />START OF ARC
<br />IF TRUSSES USED) W/ (3) #6 X 4%" WOOD
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
<br />ri
<br />4 MAX. RAD.
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />x0 (2)10d NAILS @ 8" O.C.
<br />ii
<br />ARCH DETAIL
<br />WALL USE (3)1/4" X 31/2" TAPCONS AT 16"
<br />y, TO TRUSS TOP CHORD
<br />SCALE: N.T.S.
<br />Q1,11)
<br />O.C. 12
<br />+ CFNOTy PLYWOOD SHEATHING
<br />1-O�r 5�-O°
<br />JACK TRUSS PROVIDED BY SEE
<br />+ +
<br />TRUSS COMPANY OR PLAN
<br />2x6 #2 SYP @ 24" O.C.
<br />+ +
<br />+ +
<br />INISH FLOQR
<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 .)
<br />1/4" MAX
<br />PER NAILING SCHEDULE ALL
<br />TO SUPPORT
<br />TRUSS +
<br />°
<br />° p..
<br />#5 BAR
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />2'-0" 8"
<br />(5) -12d NAILS
<br />SOFFIT
<br />+ +
<br />. , . q .' o
<br />1.0" s b'° 4
<br />CENTERED W/
<br />1 X 4 FURRING
<br />BLKG. &BUCK
<br />2X6 TO 2X4 USP RT3A
<br />2X4 SYP
<br />9 K
<br />'
<br />IN TOP o
<br />KNOCKOUT / N
<br />EACH TRUSS
<br />o ,
<br />CHAIR BLOCK
<br />8d NAILS @ 8" O.C. AT BUCK
<br />PROVIDE 2 x 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 />CONT. W/
<br />CONNECTOR °�
<br />®
<br />MONO FOOTING a
<br />•' ;' q °.
<br />(3)
<br />SIZE AND REINF. PER PLAN
<br />VERT. BRACES WHEN HGT. OF
<br />TAPCON AT EA. SIDE
<br />12d NAILS
<br />BRACE EXCEEDS 24"
<br />BUCK - (1) WITHIN 4"
<br />JACK TRUSS PROVIDED BYJ
<br />SEE LINTEL
<br />SCHED.
<br />AND SECTION DETAILS -I
<br />LEAVE A CUT OUT IN O.S.B. ON T
<br />MIN. OF START OF
<br />TRUSS COMPANY OR 2x4
<br />°.
<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 />CLEAN FILL .o ° •
<br />DIRT
<br />Z
<br />TO BE INSTALLED
<br />g
<br />BUILT UP PLWD. BUCK -
<br />4'-0" MAX SEE PLAN
<br />PRECAST LINTEL
<br />STANDARD o
<br />°•'. ° ,
<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 " 99
<br />HOOK N
<br />TO FIT ARCH CONNECT W/
<br />IF TRUSSES USED) W/ (2) #6 X 4'/2' WOOD
<br />FOR OVER HANG
<br />FILLED CELL �' 1,
<br />�'- '
<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 />. . , It . ," v _ It",
<br />INSTALL WDW, SCREW
<br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL
<br />4' MAX. RAD.
<br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16"
<br />_, j
<br />.;
<br />, • •,, ,-'
<br />THRU OSB INTO 2 x 8
<br />O.C.
<br />-I �• �• s• s• �•Sk
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />B_B
<br />ARCH DETAILSTEMWALL
<br />rK
<br />SECTION @ENTRY L
<br />SECTION @ROOF EXTENSION M
<br />FOOTING SIZE AND
<br />REINF. PERLAN AND STEMWALL
<br />—�
<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:
<br />IF RETROFIT FILLED CELL CONDITIONS
<br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
<br />EXCEED
<br />(3) PER PROJECT, CONTACT ENGINEER OF RECORD
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR.
<br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
<br />FOR ADDITIONAL
<br />INSTRUCTION.
<br />EXTENDS TO SILL,
<br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />MASONRY WALL. SEE PLAN FOR
<br />EXISTING BOND BEAM.
<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 />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
<br />SEE SHEET D2 AND
<br />DRILL 3/4"X6" MIN. HOLE
<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 />SET BAR IN EPDXY
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
<br />ANCHOR
<br />HTT16 W/ (18) -16d NAILS TO
<br />CAP TO PREVENT LEAKAGE
<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.
<br />1/4" EXPANSION BOLT (2
<br />WHERE THIS CONDITION
<br />STUDS & (1) - 5/8" DIA. ALL
<br />#5X6' EMBEDDED INTO
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />9 ga. PANEL PER ANCHOR)
<br />(1) #5 BARS CONT. OCCURS
<br />TOP WITH MIN. 3"
<br />THREAD ROD EPDXIED W/
<br />SIMPSON "SET" EPDXY MIN. a
<br />Z
<br />EXISTING BOND BEAM
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
<br />REINFORCING
<br />O
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
<br />(EVERY OTHER
<br />COVER 6'-01, F F
<br />5" EMBEDMENT & 3" MIN. `
<br />FILL CELL FULL HEIGHT W/
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
<br />COURSE) EXPANSION STRIP
<br />EDGE DISTANCE
<br />LL w
<br />NON SHRINK GROUT.
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />°•
<br />p v
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />v q
<br />w a
<br />A
<br />REINFORCING AS FOLLOWS:a
<br />„
<br />SEALANT
<br />—PLACE
<br />o Z1,
<br />1
<br />LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />I 1 ��=1
<br />PRESS PANEL REINFORCING INTO PLACE.
<br />6 „ LAP SPLICE
<br />I
<br />q o I—I1T
<br />I I
<br />U Z
<br />—
<br />X BEDINTO
<br />#5 6 EM DED NT
<br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />MIN. W/
<br />REINFORCING PANEL
<br />— —
<br />—
<br />¢
<br />EXISTING FOOTING
<br />2-#5X6 IN CONC.
<br />SMOOTH. DO NO FURROW.
<br />q ° — I r
<br />cn N
<br />FILLED CELL
<br />DRILL /4 X6„ MIN. HOLE
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT
<br />GRADE �. q i 1=
<br />SET BAR IN EPDXY
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />6" IN. LAP
<br />p
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />SPLICE
<br />REMAIN FREE OF MORTAR.
<br />NOTE:
<br />``' z
<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 />T g q
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
<br />SEALANT
<br />, °
<br />a
<br />;4" SAW CUT
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
<br />GLASS BLOCK DETAIL
<br />\ q (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 />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 -- 1-0
<br />„-
<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 />❑ ❑
<br />To the best of the Engineer's knowledge, information, and
<br />belief, the structural plans and specifications contained
<br />within these drawings comply with the Florida Building
<br />Code Sth Edition (2014) Residential. Engineer's signature
<br />and seal is only for the structural engineering portions of
<br />the drawing pages bearing Engineer's signature and seal.
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<br />SCALE : AS NOTED
<br />DATE : 2/24/2014
<br />TECH: MJAM ES
<br />VERSION NO. 10
<br />SHEET NO.
<br />SS
<br />
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