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1X4 1/2" DRYWALL
<br />DOOR JAMB (REFE 1 X 4 1/2" DRYWALL DOOR JAMB (REFER
<br />R
<br />F
<br />u
<br />X 11/2" DRYWALL
<br />4
<br />UNACCEPTABLE INSTALLTION
<br />DOOR JAMB (REFER
<br />TO SHT. SDW2-K1 F P.T.
<br />TO SHT. SDW2-K1 TO SHT. SDW2-K1
<br />FOR CONN. DETAILS
<br />j"z
<br />MAX.
<br />PROPER INSTALLATION
<br />8"
<br />DO NOT DO THIS
<br />2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.
<br />FOR CONN. DETAILS
<br />FOR CONN. DETAILS
<br />X 4
<br />*1X
<br />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 />FURRING
<br />#5REBAR
<br />AND NAILED W/ 8d COMMON @
<br />6" O.C. EDGES AND 12" O.C. FIELD
<br />@
<br />O.C., 2 ROWS STAGGERED
<br />TAPCON. INTO
<br />TAPCONS ED2
<br />STAGGERED @ 16" TAPCONSSTAGGERED
<br />X8
<br />2X8
<br />(TYP,)
<br />400
<br />BLOCK@ SPACING
<br />1 DETAIL
<br />O.C. 2-ROWS INTO P.T. STAGGERED @ 16" O.C.
<br />2-ROWS INTO
<br />1X8
<br />4
<br />eD
<br />2x BAND JOIST W/ FACE NAIL 1 Od
<br />PER MANUFACTURE
<br />MASONRYTHROUGH
<br />1- 1 /211 D ETAI L MASONRYTHROUGH 311 DETAIL
<br />STD. 90^
<br />90- HOOK (TYP.)
<br />U
<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 />So
<br />FACE NAILS 10d @ TRUSS VERT.
<br />WEB
<br />3/16" x 3 -1/2"
<br />TAPCON @ 16"
<br />TAPCO N
<br />LJIL rL
<br />IvIrz
<br />>
<br />1 X4 P.T.
<br />NOTE:
<br />0 C. & 4"'
<br />O.C. & 4" FROM
<br />3/16"x 3 -1/2" DOOR JAMB (REFER
<br />ix 1/2" DRYWALL
<br />4
<br />LAP SHEATHING TO
<br />EACH END W1 MIN
<br />DOOR JAMB (REFER E CH ENI
<br />DOOR JAMB (REFER TAPCON TO SHT. SDW2 -K1FOR
<br />BOTTOM OF BAND
<br />2 EDGE E
<br />TO SHT. SDW2-K1 2" EDGE DIST.
<br />TO SHT. SDW2-K1 CONN. DETAILS
<br />JOIST TYPICAL
<br />FOR CONN. DETAILS
<br />FOR CONN, DETAILS 1 Od @ 12" O.C. 1X4
<br />FURRING
<br />2X8 P.T. WITH 3/16"0 X 3
<br />NOTCAV FIRST COURSE
<br />USP HGAM10 @ 12" O.C. W/4-SDS
<br />1/41 1/2" SCREWS INT BAND
<br />L LONG TAPCONS
<br />L: 2x P.T. AS REQ'D
<br />2X8 P.T.
<br />STAGGERED @ 16" O.C..
<br />2X8
<br />L
<br />JOIST & (4) 3/16"x1-3/4" WEDGE
<br />BOLTS INTO K.O. BLOCK
<br />2x DETAIL
<br />2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL
<br />LL
<br />NOTCH WEB AT THE --------
<br />FIRST 2 COURSES
<br />BUILDOUT @ OVER SIZE DOOR
<br />-WINDOW ROUGH OPENINGS('Cc�
<br />FILLED CELL PER
<br />FOUNDATION PLAN
<br />FILLED CELL INSTALLATION
<br />KH
<br />RETROFIT FOR MISSING
<br />EMBEDDED STRAP
<br />SCALE: N.T.S.
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL.
<br />INFO SCALE: N.T.S.
<br />�S
<br />SCALE: N.T.S.
<br />2x8 P.T. BUCK -CONNECT TO BLOCK
<br />SECTION
<br />UPLIFTCAPACITY = 945#FORlSTRAP
<br />W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN.
<br />A
<br />-A
<br />= 1890 # FOR 2 STRAPS
<br />FILL 1 st 4 COURSES
<br />EMBEDMENT INTO BLK.) 1/4" MAX
<br />SOLID W/GROUT
<br />ir 2-
<br />81,
<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 />x 21"
<br />USP RT1 6M W/ (8) NA1 1 NAILS & (6) 4 4
<br />TAP ONS
<br />1/2" DRYWALL
<br />10d NAILS x 1� NAILS AND
<br />8d NAILS AT 8" O.C. AT BUCK
<br />2 x 8 45' DIAGONAL
<br />--LEAVE
<br />A CUT OUT IN O.S.B. ON THE
<br />X 12" WEDGE BOLTS (1) STRAP 1225 #,
<br />(4) 4
<br />t-dL I I
<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 />. .... ...
<br />7 BOND BEAM OR CAST
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<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 />FURTHERINSTRUCT IONS.
<br />SCRIBE (NOTCH)
<br />BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8
<br />FACE OF ARCH W/ (3) 1 Od NAILS
<br />AT EA. END
<br />RETROFIT TRUSS DETAIL
<br />OVERHANGi'...
<br />CONNECT W/ 8d NAILS BRACE/BLKG.
<br />\_2
<br />N.T.S.
<br />INSTALL WDW. SCREW ANCHOR- x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSI3
<br />INTO ARCH BLKG, PER ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8
<br />PROVIDE TAPCON WITHIN
<br />RETROFIT WALL OVERHANG DETAIL
<br />(NTS)
<br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
<br />4" MIN. OF BRACE
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />TRUSS AS SHOWN FOR O.H. UP TO Z-13"
<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 />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 />I
<br />ARCH DETAIL
<br />RAD.
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />WALL USE 1/4" X 3 1/2" TAPCONS AT 16"
<br />(2) 10d NAILS @ 8" O.C.
<br />TO TRUSS TOP CHORD
<br />(3)
<br />SCALE: N.T.S.
<br />Ss
<br />O.C. 12
<br />+
<br />+ + PLYWOOD SHEATHING
<br />11-10" 51-011
<br />L
<br />JACK TRUSS PROVIDED BY SEE
<br />+ +
<br />TRUSS COMPANY OR PLAN
<br />2x6 #2 SYP @ 24" O.C.
<br />+ +
<br />+ +
<br />I NISH FLOQ R
<br />2
<br />x 8 BUCK - CONNECT TO BLOCK
<br />SECTION
<br />+ BLOCKING AS
<br />WITH
<br />1/4" x 3 1/4" TAPCON (11/4" MIN
<br />B-B
<br />ROOF SHEATHING ATTACHED
<br />+ REQUIRED
<br />/4" MAX EMBEDMENT INTO
<br />PER NAILING SCHEDULE LL
<br />TO SUPPORT
<br />TRUSS + SOFFIT
<br />#5 BAR
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />2'-0" 8"
<br />(5) -12d NAILS
<br />+ +
<br />+
<br />CENTERED W/
<br />1 X 4 FURRING
<br />BLKG. & BUCK
<br />2X6 TO 2X4 USP RT3A
<br />2X4 SYP
<br />9T
<br />IN TOP C)
<br />KNOCKOUT/
<br />EACH TRUSS
<br />7 1
<br />CHAIR BLOCK
<br />8d NAILS @ 8" O.C. AT BUCK
<br />T
<br />PROVIDE 2 x 8 DIAG. BRACE B WN,.,\
<br />2 x 8 VERT. W/ (2) 1 Od
<br />NAILS AT EA. END
<br />PROVIDE (2) MIN.
<br />PROVIDE 2x
<br />CONNECTOR
<br />IN
<br />MONO FOOTING
<br />VERT. BRACES WHEN HGT. OF
<br />TAPCON AT EA. SIDE
<br />CONT. W/ (3)
<br />12d NAIL S
<br />SEE LINTEL
<br />SIZE AND REINF. PER PLAN
<br />AND SECTION DETAILS
<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
<br />2 x 8 VERT. BRACE(S) -------
<br />INSIDE TO ALLOW FOR INSULATION
<br />ARCH
<br />#2 SYP @ 24" O.C.
<br />tENTER SOI��IT
<br />DIRT
<br />TO BE INSTALLED
<br />J
<br />BUILT UP PLWD. BUCK -
<br />4'-0" MAX SEE PLAN I/
<br />PRECAST LIN TEL
<br />. . A.*. A STANDARD 9
<br />,
<br />SCRIBE (NOTCH) BACKSIDE
<br />7/16" OSB ARCH PANEL
<br />2X4 SYP #2 CONT. (MATCH TRUSS D PTH
<br />SEE ELEVATION
<br />I� : - 9or
<br />#5 BAR IN --' . . .. . .
<br />HOOK
<br />TO FIT ARCH CONNECT W/
<br />IF TRUSSES USED) W/ (2) #6 X 4%" WOOD
<br />FOR OVER HANG
<br />FILLED CEL L . L, , 1,
<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 />It 1,
<br />INSTALL WDW, SCREW
<br />BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL
<br />WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
<br />—,JL—
<br />111611-
<br />e 0 It 't V IV t`.- - - !1k
<br />ANCHOR INTO ARCH BLKG.
<br />THRU OSB INTO 2 x 8
<br />O.C.
<br />PER INSTALLATION DETAILS B-B
<br />ARCH DETAIL rK
<br />SECTION @ ENTRY rL
<br />SECTION @ ROOF EXTE NSION rm_��
<br />STEMWALL FOOTING SIZE AND
<br />REINF. PERLAN AND STEMWALL
<br />MONO TO STEMWALL FOOTING
<br />SCALE: N.T.S.
<br />� �S
<br />SCALE: 3/4" V-0"
<br />�, �S
<br />SCALE: 3/4" V-13"
<br />� �S
<br />SECTION DETAILS
<br />SCALE: 3/4" V-0"
<br />GLASS BLOCK INSTALLATION NOTES
<br />NOTE: IF RETROFIT FILLED CELL CONDITIONS
<br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
<br />EXCEED (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 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 314"X6" MIN. HOLE
<br />rYPE "S" OR 'IN". 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 />HTT16W/(18)-16d NAILSTO
<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 PERIME1 ER
<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.
<br />z EXISTING BOND BEAM
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
<br />REINFORCING
<br />COVER 6'41
<br />5" EMBEDMENT & 3" MIN.
<br />0
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
<br />(EVERY OTHER
<br />EDGE DISTANCE
<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 Uj NON SHRINK GROUT.
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />0 9
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />LU A
<br />REINFORCING AS FOLLOWS:
<br />SEALANT
<br />0 U)
<br />U_ a -
<br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />#5X6'EMBEDDED INTO
<br />PRESS PANEL REINFORCING INTO PLACE.
<br />—11 F-7-11 F
<br />EXISTING FOOTING
<br />6" MIN. LAP SPLICE W/
<br />2-#5X6'IN CONIC.
<br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />REINFORCING PANEL
<br />LO
<br />FILLED CELL
<br />SMOOTH. DO NO FURROW,
<br />0
<br />V
<br />CN
<br />DRILL 3/4"X6" MIN. HOLE
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />GRADE t>
<br />SET BAR IN EPDXY
<br />FURROW, MAINTAIN UNIFORM JOINT WIDTH.
<br />6" MIN. LAP
<br />AP
<br />q>
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />SPLICE
<br />7
<br />A
<br />REMAIN FREE OF MORTAR.
<br />NOTE:
<br />cl)
<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 />CN
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
<br />SEALANT
<br />-'0
<br />SAW CUT
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
<br />GLASS BLOCK DETAIL
<br />/L \\,,--(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 R1 60
<br />16" MIN. COVER EA. WAY
<br />SECTION
<br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
<br />70f
<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 FILLED CELL DETAIL
<br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
<br />SCALE: 3/4" = 11-01,
<br />SCALE: 3/4" = V-1)"
<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 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: IVIJAMES
<br />VERSION No' 10
<br />SHEET NO.
<br />SS
<br />
|