|
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 />DOOR JAMB (REFER
<br />TO SHT. SDW2-K1 P.T.
<br />TO SHT. SDW2-Ki
<br />TO SHT, SDW2-K1 FOR HT. SD DETAILS
<br />MAX
<br />PROPER INSTALLATION
<br />8„
<br />DO NOT DO THIS
<br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C.
<br />FOR CONN. DETAILS
<br />FOR CONN. DETAILS
<br />1 X 4
<br />` #5 REBAR (TYP,) '
<br />3/4" PLYWOOD DECKING GLUED
<br />ATTACHED WALL SHEATHING TO
<br />1 X 4
<br />3-1/4" LONG X 3/16" 0 FURRING
<br />3/16"$ X 3" LONG FURRING "
<br />TAPCONS 3/16 f7J X 3-1/2 LONG
<br />FURRING
<br />#5 REBAR `
<br />6" O.C. AND ILED W1 8d EDGES AND 12" O.C. FIELD
<br />2X BOTTOM PLATE W! 8d @ 4"
<br />O.C., 2 ROWS STAGGERED
<br />TAPCON. INTO
<br />TAPCONS STAGGERED
<br />STAGGERED @ 16"
<br />2X8
<br />(TYP,)
<br />`
<br />'
<br />BLOCK@ SPACING8
<br />��
<br />1 DETAIL
<br />P.T. STAGGERED @ 16" O.C.
<br />O.C.O2-ROWS INTO 2-ROWS INTO
<br />1X8
<br />PER MANUFACTURE
<br />MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH 1�STD.`
<br />3 DETAIL
<br />90
<br />D. 90° HOOK (TYP.)
<br />2x BAND JOIST W/ FACE NAIL 10d
<br />@ TOP & BTTM CHORD, AND (8)
<br />1x4 P.T. & 1x8 P.T.
<br />1 x8 P.T. & 2x8 P.T.
<br />FILL SOLID
<br />BOTH CELLS
<br />HOOK (TYP.)
<br />FACE NAILS 1 Od @ TRUSS VERT.
<br />WEB
<br />3/16" x 3 -1/2"
<br />TAPCON @ 16-
<br />METAL SEAT PLATE
<br />O.C. & 4" FROM
<br />P.T.
<br />3/16" x 3 -1/2" DOOR JAMB (REFER
<br />1/2" DRYWALL
<br />NOTE:
<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 />TO SHT. SDW2-K1 CONN. DETAIL
<br />1 X 4
<br />'
<br />LAP SHEATHING TO
<br />BOTTOM OF BAND
<br />TO SHT. SDW2-K1
<br />`
<br />JOIST TYPICAL
<br />FOR CONN. DETAILS
<br />FOR CONN. DETAILS 10d @ 12, O.C.
<br />1 X 4
<br />_ J
<br />FURRING
<br />2X8 P.T. WITH 3116" 0 X 3"
<br />LONG TAPCONS
<br />' +2
<br />NOTC EB @ FIRST COURSE
<br />USP HGAM10 @ 12" O.C. w!4-SDS
<br />1/4x1 1/2" SCREWS INTO BAND
<br />2X8 P.T.
<br />2X
<br />`
<br />2x P.T. AS REQ'D
<br />STAGGERED @ 16" O.C.
<br />NOTCH AT I
<br />`
<br />JOIST & (4) 3/16"x1-3/4" WEDGE
<br />2x DETAIL
<br />2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL
<br />±5^
<br />WEB
<br />FIRST 2 COURSES E '
<br />BOLTS INTO K.O. BLOCK
<br />BUILDOUT @ OVER SIZE DOOR -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: N.T.S.
<br />SS
<br />2x8 P.T. BUCK -CONNECT TO BLOCK
<br />mill. SECTION
<br />UPLIFT CAPACITY = 945 # FOR 1 STRAP
<br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN.
<br />A -A
<br />=1890 #FOR 2 STRAPS
<br />FILL 1st4 COURSES
<br />EMBEDMENT INTO BLK.) 1/4" MAX
<br />j. SOLID W/GROUT
<br />T Z-W
<br />8"
<br />1-PLY PRE-ENGINEERED TRUSS
<br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN.
<br />1/4" x 3 1/4" TAPCONS
<br />BLOCK HEADER ARCH BLKG. &BUCK
<br />__:;..:.: ; ;: ~.,. USP RT16M W/ (8) NA11 NAILS & (6) 4' x 24'
<br />•..:,
<br />TAPCONS
<br />1/2" DRYWALL
<br />*
<br />(IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6)
<br />� �
<br />8d NAILS AT 8„ O.C. AT BUCK
<br />10d NAILS x 12In NAILS AND
<br />`''.
<br />2 x 8 45 DIAGONAL 4 10d NAILS INTO
<br />O
<br />LEAVE A CUTOUT IN O.S.B. ON THE
<br />(4)' X 1 4" WEDGE BOLTS [ (1) STRAP =1225 # ,
<br />2 STRAPS 2450#
<br />() �)
<br />BRACE(S) 2 x 8 BRACE/ BLKG.
<br />INSIDE TO ALLOW FOR INSULATION
<br />d
<br />7/16" OSB
<br />TO BE INSTALLED
<br />BOND BEAM OR CAST
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />BUILT BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />„ . IN PLACE BEAM
<br />CONTACT ENGINEER OF RECORD FOR
<br />POLY -CELL IN THIS AREA
<br />E (NOTCH)
<br />SCRIBE (NOTCH)
<br />2 x 8 45 DIAGONAL BRACE AT EA.
<br />FURTHER INSTRUCTIONS. ,
<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 />< .
<br />N.T.S.
<br />'M 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL BTWN. OSB
<br />INSTALL WDW. SCREW ANCHOR ) PROVIDE TAPCON WITHIN
<br />+
<br />INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8
<br />RETROFIT WALL OVERHANG DETAIL
<br />(NTS)
<br />4" MIN. OF BRACE
<br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />TRUSS AS SHOWN FOR O.H. UP TO 2'-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'Y." WOOD
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
<br />4' MAX. RAD.
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />X 0� (2) 10d NAILS @ 8" O.C.
<br />FRygN TO TRUSS TOP CHORD
<br />ARCH DETAIL
<br />WALL USE (3)1/4" X 31/2" TAPCONS AT 16"
<br />SCALE: N.T.S.
<br />SS
<br />O.C. 12
<br />+
<br />+ �FN
<br />+ OiTN PLYWOOD SHEATHING
<br />1_ 11
<br />11- 11 5 0
<br />JACK TRUSS PROVIDED BY SEE
<br />+
<br />TRUSS COMPANY OR PLAN
<br />2x6 #2 SYP @ 24" O.C.
<br />+ +
<br />+ +
<br />AlLfINISH 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 />,
<br />1EMBEDMENT INTO K.)
<br />/4" MAX
<br />PER NAILING SCHEDULE ALL
<br />TO SUPPORT
<br />TRUSS +
<br />° .
<br />°
<br />as "
<br />#5 BAR
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />Z-0" 8"
<br />(5) -12d NAILS
<br />+ SOFFIT
<br />+
<br />.; ► P ° :' °`
<br />• :� . ► 10
<br />p b
<br />CENTERED W/
<br />1 X 4 FURRING
<br />BLKG. & BUCK
<br />2X6 TO 2X4 USP RT3A
<br />2X4 SYP r ®s
<br />. P • . ° ' • .' "P 9� K
<br />IN TOP o
<br />EACH TRUSS
<br />_ o ; '
<br />KNOCKOUT / N
<br />" °
<br />CHAIR BLOCK
<br />8d NAILS @ 8" O.C. AT BUCK'
<br />LVERT. W1 (10d
<br />, ,
<br />PROVIDE 2 x 8 DIAG. BRACE BT
<br />LS AT EA. END NAILS
<br />PROVIDE (2) MIN.
<br />PROVIDE 2x
<br />CONNECTOR �®
<br />_ y
<br />MONO FOOTING •> , °
<br />( °
<br />VERT. BRACES WHEN HGT. OF
<br />BRACE EXCEEDS 24"
<br />TAPCON AT EA. SIDE
<br />BUCK - (1) WITHIN 4"
<br />1CZd NAILS
<br />JACK TRUSS PROVIDED BY
<br />SEE LINTEL
<br />SEE
<br />SCHED.I
<br />SIZE AND REINF. PER PLAN
<br />AND SECTION DETAILS -�
<br />LEAVE A CUT OUT IN O.S.B. ON T
<br />MIN. OF START OF
<br />TRUSS COMPANY OR 2x4
<br />USS COM AN
<br />e
<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
<br />DIRT
<br />Z
<br />TO BE INSTALLED
<br />UP PLWD. BUCK -
<br />4'-0" MAX SEE PLAN
<br />PRECAST LINTEL
<br />°, ° STANDARD CDBUILT
<br />SCRIBE (NOTCH) BACKSIDE
<br />7/16" OSB ARCH PANEL
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />SEE ELEVATION
<br />90°
<br />#5 BAR IN °
<br />HOOK cv
<br />TO FIT ARCH CONNECT W/
<br />IF TRUSSES USED W/ 2 #6 X 4'/" WOOD
<br />) ()
<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 />4' MAX. RAD.
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />(MAX. 4'-0")
<br />• • • , • ,
<br />It
<br />It - �' s
<br />INSTALL WDW, SCREW
<br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS
<br />EQUAL EQUAL
<br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16"
<br />,=.• •.- o.- �d �.-,•
<br />THRU OSB INTO 2 x 8
<br />O.C.
<br />s• s• s•
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />13
<br />ARCH DETAIL K
<br />SECTION @ ENTRY L
<br />SECTION @ ROOF EXTENSION
<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:
<br />IF RETROFIT FILLED CELL CONDITIONS
<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 />EXCEED
<br />3 PER PROJECT, CONTACT ENGINEER OF RECORD
<br />( )
<br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
<br />FOR ADDITIONAL
<br />INSTRUCTION.
<br />EXTENDS SILL.
<br />C) SET A FULLLL 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 />"S" "N".
<br />SEE SHEET D2 AND
<br />DRILLS/4"X6"MIN. HOLE
<br />TYPE OR 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 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 />Er Z
<br />EXISTING BOND BEAM
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
<br />REINFORCING
<br />COVER 6'-0"
<br />5" EMBEDMENT & 3"MIN.
<br />O
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
<br />(EVERY OTHER
<br />F.F.
<br />EDGE DISTANCE
<br />FILL CELL FULL HEIGHT W/
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />COURSE) EXPANSION STRIP
<br />NON SHRINK GROUT.
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />°.
<br />c v o
<br />0
<br />LU ate.
<br />A
<br />REINFORCING AS FOLLOWS:
<br />*
<br />:.... Y:: =.; >'
<br />::_: = SEALANT
<br />=III=1 I=III=III=III; T
<br />LL a
<br />1
<br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />'; ';: ` , . ; :::;:::^ ;' '.;; `:.
<br />g? e �( �f —L=I I -III-
<br />r
<br />*
<br />PRESS PANEL REINFORCING INTO PLACE.
<br />—L �-
<br />..
<br />U Z
<br />5X6 EMBEDDED INTO
<br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />;; ;. .': 6" MIN. LAP SPLICE W/
<br />REINFORCING PANEL
<br />T
<br />EXISTING FOOTING
<br />2-#5X6' IN CONC.
<br />SMOOTH. DO NO FURROW.
<br />:: ".`
<br />° p:° I I I=�LI—I
<br />. \
<br />ire
<br />c„
<br />DRILL 3/4"X6" MIN. HOLE
<br />FILLED CELL
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />'''.' '''' ` '' :.``. `::•...•
<br />GRADE �. I I I—�-
<br />SET BAR IN EPDXY
<br />,.
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />..,:,; 5r,:;<; 6" MIN. LAP
<br />p
<br />g
<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 />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<br />SEE GLASS BLOCK INSTALLATION
<br />NOTES.
<br />r
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
<br />SEALANT
<br />°
<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 />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 />1Q,
<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 />_
<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 />To the best of the Engineer's n d�ed�4, i rmation, and
<br />belief, the structural plans and specifications contained
<br />within these drawings comply with the Florida Building
<br />Code 5th 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: ERAND
<br />VERSION N0. 10
<br />O
<br />SHEET NO.
<br />SS
<br />
|