|
1X4 /2" DRYWALL
<br />DOOR JAMB (REFER X4 /2" DRYWALL DOOR JAMB (REFER
<br />1X4 F1/2" DRYWALL
<br />I A'*
<br />UNACCEPTABLE INSTALLTION
<br />DOOR JAMB (REFER
<br />P.T.
<br />TO SHT. SDW2-K1 F P.T.
<br />F-1
<br />TO SHT. SDW2-K1 TO SHT. SDW2-K1
<br />MAX.
<br />PROPER INSTALLATION
<br />8" DO NOT DO THIS
<br />2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C..
<br />;�5
<br />FOR CONN. DETAILS
<br />FOR CONN. DETAILS FOR CONN. DETAILS
<br />X 4
<br />'E
<br />1 X 4
<br />VD
<br />1. #5 REBAR (TYP)
<br />3/4" PLYWOOD DECKING GLUED
<br />XQ
<br />- ATTACHED WALL SHEATHING TO
<br />X 4
<br />3/16"0 X 3" LONG FURRING 3116"0 X 3-1/2" LONG
<br />FURRING
<br />#5REBAR
<br />AND NAILED W/ 8d COMMON @
<br />><D
<br />><D:
<br />2X BOTTOM PLATE W/ 8d @ 4"
<br />O.C., 2 ROWS STAGGERED
<br />3-1/4" LONG X 3/16"0 FURRING
<br />TAPCONS
<br />(TYPI)
<br />6" O.C. EDGES AND 12" O.C. FIELD
<br />V
<br />TAPCON. INTO
<br />TAPCONS STAGGER, D
<br />STAGGERED @ 16"
<br />2X8
<br />8
<br />BLOCK@ SPACING
<br />1" DETAIL
<br />r
<br />O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" 0 . C .
<br />2-ROWS INTO
<br />2
<br />1X8
<br />2x BAND JOIST W1 FACE NAIL 1 Od
<br />PER MANUFACTURE
<br />MASONRYTHROUGH 1-1/211 DETAIL MASONRYTHROUGH DETAIL
<br />STD. 90A
<br />D. 90 HOOK (TYP.)
<br />@ TOP & BTTM CHORD, AND (8)
<br />1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T.
<br />FILL SOLID
<br />BOTH CE LLS
<br />HOOK (TYP.)
<br />FACE NAILS 10d @ TRUSS VERT.
<br />A,
<br />WEB
<br />3/16" x 3 -1/2"
<br />A
<br />TAPCON @ 16"
<br />TA P CO N
<br />L>
<br />FB
<br />E7
<br />ETAL SEAT PLATE
<br />C'
<br />0
<br />O.C. & 4" FROM
<br />4 FR
<br />1 X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER
<br />1X4 1/2" DRYWALL
<br />I All
<br />NOTE:
<br />NO
<br />LAP SHEATHING TO
<br />LAI
<br />H END
<br />DOOR JAMB (REFER EACH END W/ MIN.
<br />K FOR
<br />DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR
<br />F -
<br />9
<br />4EA
<br />2 EDGED IS7
<br />TO SHT. SDW2-K1 2" EDGE DIST.
<br />TO SHT. SDW2-K1 CONN. DETAIL
<br />JOIST TYPICAL
<br />FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4
<br />2.0 C.
<br />10d @ 12" O.0
<br />I
<br />W1,T
<br />FURRING
<br />1000
<br />\_USP
<br />M
<br />2X8 P.T. WITH 3/16"' X 3"
<br />3/16"0 X
<br />±211
<br />NOTC @ FIRS COURSE
<br />HGAM10 @ 12" O.C. w/4-SDS
<br />4 S
<br />LONG TAPCONS
<br />1141 1/2" S R I
<br />9 P T Az or:r
<br />2x P.T. AS REQ'D
<br />)Ysz
<br />2X8 P.T.
<br />STAGGERED @ 16" O.C.
<br />2X8
<br />L
<br />JOIST & (4) 3/16"x1-314" WEDGE
<br />2x DETAIL
<br />2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL
<br />NOTCH WEB AT THE
<br />FIRST 2 COURSES
<br />BOLTS INTO K.O. BLOCK
<br />±5A_-
<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 />�
<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 />UPLIFT CAPACITY = 945 # FOR 1 STRAP
<br />W/ 1/4" x 3 114" TAPCON ( 11/4" MIN.
<br />A -A
<br />= 1890 # FOR 2 STRAPS
<br />""-FILL 1st4 COURSES
<br />EMBEDMENT INTO BLK.) 1/4" MAX
<br />A. SOLID W/GROUT
<br />Ir 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 3 1/4" TAPCONS
<br />USP RT1 6M W1 (8) NAII 1 NAILS & (6) J" x 241"
<br />BLOCK HEADER
<br />. . . . . . . . . . . . . . TAPCONS
<br />1/2" DRYWALL
<br />.
<br />(IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6)
<br />a 10d NA NAILS AND
<br />ILS x 11'
<br />2
<br />�8d NAILS AT 8" O.C. AT BUCK
<br />2 x 8 45^ DIAGONAL
<br />LEAVE A CUT OUT IN O.S.B. ON THE
<br />T
<br />(4) 1 X 142" WEDGE BOLTS (1) STRAP 1225
<br />4
<br />INTO
<br />(4) 10d NAILS INTO
<br />BRACE(S)
<br />INSIDE TO ALLOW FOR INSULATION
<br />(2) STRAPS 2450#1)
<br />2 x 8 BRACE/ BLKG.
<br />BLKG
<br />7/16" OSB
<br />TO BE INSTALLED
<br />BOND BEAM OR CAST
<br />FOR OVERHANGS BETWEEN OVER 11/2"
<br />,oLE IN o s, - FOR
<br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />POLY CELL IN THIS AREA
<br />� sA
<br />B,,
<br />---2 x 8 45 DrAGONAL BRACE AT EA.
<br />IN PLACE BEAM
<br />CONTACT ENGINEER OF RECORD FOR
<br />R
<br />FURTHER INST UCTIONS.�:
<br />SCRIBE (NOTCH)
<br />,-7,.,,,N,,, ,, , TR, 9
<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 />14
<br />OVERHAN
<br />CONNECT W/ 8d NAILS BRACE/ BLKG.
<br />f
<br />\_2
<br />N.T.S.
<br />INSTALL WDW. SCREW ANCHOR- x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />4.
<br />INTO ARCH BLKG, PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN
<br />RETROFIT WALL OVERHANG DETAIL
<br />(NTS)
<br />4" MIN. OF BRACE
<br />A
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR
<br />THRU
<br />TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
<br />FOR OVERHANGS BETWEEN 3X'TO 1 112"
<br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
<br />OFARC
<br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />IF TRUSSES USED) W/ (3) #6 X 4%" WOOD
<br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
<br />(2) 1 Od NAILS @ 8" O.C.
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI-D.
<br />ARCH DETAIL
<br />.RAD.
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16"
<br />A, 0
<br />TO TRUSS TOP CHORD
<br />O.C.
<br />+
<br />1 1-01f 51-01'
<br />SCALE: N.T.S.
<br />12
<br />+ + 7'/Y PLYWOOD SHEATHING
<br />F_12
<br />JACK TRUSS PROVIDED BY EE
<br />3EE
<br />TRUSS COMPANY OR PLAN
<br />N
<br />2x6 #2 SYP @ 24" O.C.
<br />+ +
<br />+ +
<br />+ +
<br />+ + BLOCKING AS
<br />AjjLfINISHFLOQj1
<br />2
<br />x 8 BUCK - CONNECT TO BLOCK SECTION
<br />WITH
<br />1/4" x 3 1/4" TAPCON (1114" MIN.
<br />B-13
<br />ROOF SHEATHING ATTACHED
<br />/ALL
<br />+ REQUIRED
<br />EMBEDMENT INTOI�.)
<br />/4" MAX
<br />21-011 8"
<br />PER NAILING SCHEDULE
<br />>1
<br />TO SUPPORT
<br />TRUSS + SOFFIT
<br />A
<br />, A
<br />#5 BAR
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />(5) -12d NAILS
<br />+
<br />+
<br />+
<br />loo" A
<br />CENTERED W1
<br />IN TOP
<br />1 X4 FURRING
<br />BLKG. & BUCK
<br />2X6 TO 2X4 USP RT3A
<br />2X4 SYP I
<br />A
<br />9
<br />EACH TRUSS
<br />CHAIR BLO K
<br />8d NAILS @ 8" O.C. AT BUCK
<br />PROVIDE 2 8 DIAG. BRACE BTWN-,
<br />2 x 8 VERT. W/ (2) 1 Od
<br />NAILS AT EA. END
<br />PROVIDE (2) MIN�
<br />PROVIDE 2x
<br />V
<br />CONNECTOR
<br />MONO FOOTING A
<br />L
<br />%
<br />x
<br />VERT. BRACES WHEN HGT. OF
<br />BRACE EXCEEDS 24"
<br />TAPCON AT EA. SIDE
<br />BUCK - (1) WITHIN 4"
<br />CONT. W/ (3)
<br />12d NAILS
<br />SEE LINTEL
<br />SIZE AND REINF. PER PLAN
<br />AND SECTION DETAILS -
<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 />*%
<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 />bENTER SOOIT
<br />DIRT
<br />TO BE INSTALLED
<br />00,
<br />BUILT UP PLWD, BUCK -
<br />4'-0" MAX SEE PLAN
<br />PRECAST LINTEL
<br />,-STANDARD
<br />9D
<br />SCRIBE (NOTCH) BACKSIDE
<br />7/16" OSB ARCH PANEL
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />SEE ELEVATION
<br />99
<br />#5 BAR IN
<br />HOOK N
<br />TO FIT ARCH CONNECT W1
<br />IF TRUSSES USED) W/ (2) #6 X 4%" WOOD
<br />FOR OVER HANG
<br />FILLED CELL, :It, L
<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'-O'f)
<br />L, k,
<br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS
<br />EQUAL EQUAL
<br />4'MAX. RAD.
<br />WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
<br />x ft-, .";-
<br />INSTALL WDW, SCREW —
<br />THRU OSB INTO 2 x 8
<br />O.C.
<br />sk
<br />ANCHOR INTO ARCH BLKG.
<br />STEMWALL FOOTING SIZE AND
<br />PER INSTALLATION DETAILS
<br />B-13
<br />ARCH DETAIL
<br />SECTION @ ENTRY
<br />SECTION @ ROOF EXTENSION
<br />REINF. PERLAN AND STEMWALL
<br />MONO TO STEMWALL FOOTING
<br />SCALE: N.T.S.
<br />�
<br />�s
<br />SCALE: 3/4" T-O"
<br />1\1 �s
<br />SCALE: 3/4" V-0"
<br />� �s
<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 />FOR ADDITIONAL
<br />INSTRUCTION.
<br />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
<br />EXTENDS TO SILL,
<br />MASONRY WALL. SEE PLAN FOR
<br />EXISTING BOND BEAM.
<br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />REINFORCING. PROVIDE LOWER
<br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
<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 />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 />"SQUEEZED"
<br />W , W , M * AT PERIMETER
<br />STUDS & (1) - 5/8" DIA. ALL
<br />COURSES TO PREVENT THE MORTAR FROM BEING OUT.
<br />1/4" EXPANSION BOLT (2
<br />WHERE THIS CONDITION
<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 "SEr'EPDXY MIN.
<br />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 />0
<br />U)
<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 W1
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
<br />COURSE) EXPANSION STRIP
<br />U_ UJI
<br />NON SHRINK GROUT.
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />0 2
<br />A
<br />THAN ONE LENGTH, DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />LU _j
<br />a_
<br />REINFORCING AS FOLLOWS:
<br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />SEALANT
<br />_L1LL-,,j I
<br />u- CL
<br />PRESS PANEL REINFORCING INTO PLACE.
<br />L ''I I I
<br />0 z
<br />5X6'EMBEDDED INTO
<br />6" MIN. LAP SPLICE W/
<br />LLj;:::; 1=1 117
<br />EXISTING FOOTING
<br />2-#5X6'IN CONC.
<br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />SMOOTH. DO NO FURROW.
<br />REINFORCING PANEL
<br />C/) in
<br />CN
<br />FILLED CELL
<br />DRILL 3/4"X6" MIN. HOLE
<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 />GRADE ILI F''Ll I-
<br />SET BAR IN EPDXY
<br />7
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />SPLICE
<br />REMAIN FREE OF MORTAR.
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<br />NOTE:
<br />SEE GLASS BLOCK INSTALLATION NOTES.
<br />Cl)
<br />04
<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 />\/1 - - " 1> \\\—(2) #5 REBAR. MIN. 3"
<br />SIN N
<br />r
<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 />BE PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R1 60
<br />L 16" MIN. COVER EA. WAY
<br />SECTION
<br />GLASS
<br />BLOCK SHALL INSTALLED
<br />00,
<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 />rDF"'�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 MAYBE INSTALLED IN ANY OPENING.
<br />SCALE: 3/4" = V-0"
<br />� �s
<br />SCALE: 3/4" = V-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 knowledge, information, 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 sea] 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 />PLOT DATE: 12/7/2012
<br />TECH: FLORES
<br />VERSION NO.
<br />5oll
<br />JOB NO: 16-6654
<br />SHEET NO.
<br />SS
<br />
|