|
2x8 P.T. BUCK -CONNECT TO BLOCH
<br />W/ 1/4" x 3 114" TAPCON ( 1 1/4" MIN.
<br />EMBEDMENT INTO BLK.)
<br />1 X 4 FURRING
<br />BLOCK HEADER
<br />1/2" DRYWALL
<br />2 x 8 45^ DIAGONAL
<br />BRACE(S)
<br />BUILT UP PLWD. BUCK
<br />SCRIBE (NOTCH)
<br />BACKSIDE TO FIT ARCH
<br />CONNECT W/ 8d NAILS
<br />INSTALL WDW. SCREW ANCHOR
<br />INTO ARCH BLKG. PER
<br />INSTALLATION DETAILS
<br />DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER
<br />1x4 1/2" DRYWALL
<br />DOOR JAMB REFER
<br />1x4 1/2" DRYWALL
<br />P.T.
<br />TO PRODUCT
<br />TO PRODUCT
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />APPROVAL FOR CONN.
<br />1 X 4
<br />APPROVAL FOR CONN.
<br />1x4
<br />-
<br />3-1/4" LONG X 3/16"0
<br />1x4 P.T.
<br />FURRING
<br />3/16" 0 X 3" LONG
<br />TAPCONS
<br />FURRING
<br />2 ROWS 3/16" x 3-1/2"
<br />FURRING
<br />TAPCON. INTO
<br />STAGGERED @ 16"
<br />TAPCON @ 16" O.C. & 4"
<br />2X8
<br />BLOCK@ SPACING „
<br />1
<br />DETAIL
<br />O.C. 2-ROWS INTO
<br />1x8 P.T.
<br />FROM EACH END w/ MIN.
<br />2" EDGE DIST. ATTACH
<br />1X8
<br />PER MANUFACTURE
<br />MASONRY THROUGH 1-1 /2" DETAIL
<br />1x8 w/ (2) ROWS 8d NALS
<br />"
<br />3 DETAIL
<br />1x4 P.T. & ix8 P.T.
<br />STAGGERED @ 12" O.C.
<br />3/,6"2"
<br />1x4 P.T.
<br />DOOR JAMB (REFER
<br />16"
<br />TO PRODUCT
<br />OM
<br />DOOR JAMB (REFER
<br />FOR CONN.
<br />1/2" DRYWALL
<br />DOOR JAMB (REFERTO
<br />W/MIN
<br />TO PRODUCTAPPROVAL
<br />PRODUCT
<br />ST.
<br />APPROVAL FOR CONN.k
<br />2x8 P.T. w/ (2) ROWS 3/16"APPROVAL
<br />FOR CONN.
<br />(2) ROWS 3/16" x 3-1/2"
<br />9 /F//////
<br />x 3-1/2" TAPCON @ 16"
<br />O.C. & 4" FROM EACHTAPCON
<br />01x4i
<br />1x4
<br />@ 16" O.C. &
<br />END w/ MIN. 2" EDGE DIST.FURRIN4"
<br />FROM EACH END w/
<br />2x8 P.T.
<br />ATTACH SECOND PLY w/..EQ'D
<br />MIN. 2" EDGE DIST.
<br />(2) ROWS 10dx3"
<br />x
<br />2x DETAIL
<br />2 1/4"
<br />DETAIL
<br />STAGGERED @ 12" 0'
<br />3-1/4" DETAIL
<br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC
<br />SCALE: N.T.S. SS
<br />1/4" MAX
<br />2'-0'
<br />,r SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK
<br />8d NAILS AT 8" O.C. AT BUCK
<br />(4) 10d NAILS INTO ,
<br />2 x 8 BRACE/ BLKG.
<br />7/16" OSB
<br />ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />POLY -CELL IN THIS AREA
<br />(4) 10d NAILS INTO 2 x 8
<br />BRACE/ BLKG.
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
<br />A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
<br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
<br />ARCH DETAIL J
<br />SCALE: N.T.S. SS
<br />SECTION
<br />A -A
<br />8"
<br />1/4" x 3 1/4" TAPCONS
<br />LEAVE A CUT OUT IN O.S.B. ON THE
<br />INSIDE TO ALLOW FOR INSULATION
<br />TO BE INSTALLED
<br />2 x 8 45 DIAGONAL BRACE AT EA.
<br />FACE OF ARCH W/ (3) 10d NAILS
<br />AT EA. END
<br />PROVIDE TAPCON WITHIN
<br />4" MIN. OF BRACE
<br />START OF ARC
<br />4' MAX. RAD.
<br />2
<br />x 8 BUCK - CONNECT TO BLOCK SECTION
<br />WITH
<br />1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B
<br />�1/4" MAX EMBEDMENT INTO K.)
<br />2'-0" 8"
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />1 X 4 FURRING
<br />BLKG. & BUCK
<br />8d NAILS @ 8" O.C. AT BUCK
<br />2 x 8 VERT. W/ (2) 10d
<br />NAILS AT EA. END
<br />PROVIDE 2 x 8 DIAG. BRACE BT
<br />VERT. BRACES WHEN HGT. OF
<br />BRACE EXCEEDS 24"
<br />LEAVE A CUT OUT IN O.S.B. ON TI
<br />2 x 8 VERT. BRACE(S)
<br />INSIDE TO ALLOW FOR INSULATION
<br />TO BE INSTALLED
<br />BUILT UP PLWD. BUCK -
<br />SCRIBE (NOTCH) BACKSIDE
<br />7/16" OSB ARCH PANEL
<br />TO FIT ARCH CONNECT W/
<br />8d NAILS
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />INSTALL WDW, SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL
<br />THRU OSB INTO 2 x 8
<br />PER INSTALLATION DETAILS
<br />B-B
<br />ARCH DETAIL rK
<br />SCALE: N.T.S. SS
<br />PROVIDE 2x
<br />PROVIDE (2) MIN. CONT. W/ (3)
<br />TAPCON AT EA. SIDE 12d NAILS
<br />BUCK - (1) WITHIN 4"
<br />MIN, OF START OF
<br />ARCH
<br />START OF ARC
<br />4' MAX. RAID.
<br />PROPER INSTALLATION MAX, 8"
<br />FILL SOLID
<br />BOTH CELLS
<br />#5 REBj
<br />(TYP,)
<br />STD. 90'
<br />HOOK (1
<br />JE//9
<br />7/
<br />FILU
<br />`9
<br />+5^
<br />NOTCH WEB AT
<br />L\ FIRST 2 COURSI
<br />I
<br />-' '-- CAPACITY = 805 # FOR 1 STRAP
<br />= 1610 # FOR 2 STRAPS
<br />1 PLY PRE-ENGINEERED TRUSS
<br />SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SIDS
<br />SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
<br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d
<br />SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)
<br />BOND BEAM OR CAST IN PLACE BEAM
<br />RETROFIT TRUSS DETAIL
<br />N.T.S.
<br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />IF TRUSSES USED) W/ (3) #6 X 4'Y? WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
<br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/
<br />MIN. 4" EMBEDMENT AT 16" O.C.
<br />12
<br />JACK TRUSS PROVIDED BY SEE
<br />TRUSS COMPANY OR PLAN
<br />2x6 #2 SYP @ 24" O.C.
<br />ROOF SHEATHING ATTACHED
<br />PER NAILING SCHEDULE
<br />(5) 12d NAILS SIMPSON
<br />2X6 TO 2X4 H2.5A w/ (10)
<br />8d NAILS
<br />JACK TRUSS PROVIDED BY--/
<br />TRUSS COMPANY OR 2x4
<br />#2 SYP @ 24" O.G.
<br />4'-0" MAX SEE PLAN
<br />2X4 SYP #2 CONT (MATCH TRUSS DEPTH
<br />NOTE:
<br />SHED ROOF ENDS TO BE
<br />GABLE ONLY, CORNERS
<br />SHALL NOT BE FRAMED AS
<br />HIP,
<br />DESIGNED ONLY FOR THE
<br />INSTALLATION OF SHINGLE
<br />AND METAL ROOF FINISH
<br />GLASS BLOCK INSTALLATION NOTES
<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 />B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP
<br />EXTENDS TO SILL.
<br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
<br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
<br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
<br />EXPANSION STRIP
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
<br />20 ga. PANEL
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SULID GLASS
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<br />ANCHOR
<br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
<br />1/4" EXPANSION BOLT (2
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />9 ga. PANEL
<br />PER ANCHOR)
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
<br />REINFORCING
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
<br />(EVERY OTHER
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS.
<br />COURSE)
<br />EXPANSION STRIP
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />REINFORCING AS FOLLOWS:
<br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />SEALANT
<br />PRESS PANEL REINFORCING INTO PLACE.
<br />„
<br />6 MIN. LAP SPLICE W/
<br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />REINFORCING PANEL
<br />SMOOTH. DO NO FURROW.
<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 />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />SPLICE
<br />REMAIN FREE OF MORTAR.
<br />NOTE:
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<br />SEE GLASS BLOCK INSTALLATION NOTES.
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
<br />SEALANT
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
<br />GLASS BLOCK DETAIL
<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 />GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
<br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
<br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
<br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
<br />INSTALLATION OF GLASS BLOCK.
<br />IF TRUSSES USED) W/ (2) #6 X 4'%" WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
<br />O.C.
<br />SECTION @ ENTRY L
<br />SCALE: 3/4" = V-0" SS
<br />MASONRY WALL. SEE PLAN FOR
<br />REINFORCING. PROVIDE LOWER
<br />HOOKED DOWEL
<br />W.W.M. AT PERIMETER
<br />WHERE THIS CONDITION
<br />(1) #5 BARS CONT. OCCURS
<br />TOP WITH MIN. 3"
<br />COVER 6-0"
<br />F. F.
<br />I I=III-11I—III—III=11I-
<br />11f=ICI=_III
<br />'D .D 111E 1 I M 117
<br />1=1Ii=i11
<br />D ° III —III —I
<br />—III—I 1
<br />GRADE D. .. DI-
<br />°
<br />M D
<br />z
<br />NIS
<br />°
<br />D
<br />(2) #5 REBAR. MIN. 3"
<br />16" MIN. COVER EA. WAY
<br />SECTION AT DEEP MONO FOUNDATION
<br />SCALE: 3/4" = V-0"
<br />FILLED CELL PER
<br />FOUNDATION PLAN
<br />,f7
<br />YP.)
<br />THE
<br />:S
<br />I IAIAnf/ C:07ADI C IAIQTAI I TIf\Al
<br />FILLED CELL INSTALLATION rH i
<br />SCALE: N.T.S.
<br />1 u, �� 2x D F4" I
<br />N-UM- C,F`€F CLK_7jE
<br />•- F4 _�- - I- . ~ il8LUVw F.Pu�ar�iA
<br />3,_L y
<br />R"iTF P L% I - 1-34"TRW PAINTED
<br />F 'CHANNEL 1 S NA=' vv °u I EAD
<br />_A-1Eok'E-r-PErR _Lj -
<br />1'C - ). I T ENTELi SOLID SOFFIT
<br />F T�FI i:t�N 12K4 %"!.AILED; T O 2x E1L LaTiti1N � NA1LEEs Ti O TOP
<br />L D KINI w? 2-12d Nw°aIUS _ CHORD E'V' PY O F�f-�' TI�UB fl
<br />"s. Gi.rm.+ DUfL0,ER Two VE R1F V FIR 0,1.DE S,10FF17 N1ATERIAL SP N CAPAC;IT 1 ES aA,ED
<br />N 1 HE LEI 3h.31N PRESSURES 8P 0F1PD FOR CX'APONENTS AND CU DIN
<br />� F
<br />a C1.4 SHEET SIN l
<br />I I'_;T� �:� T#� �_ _ F� a-1`_TE
<br />f t.. Y : fF F a Al _H 1 ���` �T � �3-� ; � R �� t� f °'.1 I FLU 1 . � R5
<br />R"IP.i L L4t;-T APPROVAL) F CHANNEL FASTEENED. ED. 1
<br />MU v T NAIL 0 D'A 24" O CL MM" W80 MIN. EN4BEIDNTEN.
<br />_ ,! ',._ ti `-s t 3- 13 -GA & -x s ' :.;STAPLES-.24._1
<br />MA;x- rah-rr , IN L`tI7A� . vN,�°
<br />4TTERN
<br />I °H FA_ vI" ,fie 1^T GA U4 xle-4" CIRt' V1 4 8T, ELF «1? FAf' H GRCa r,'E
<br />STRUCTURAL SOFFIT
<br />F 1 Si L i4 ' I ' f F�tia�l-' �I- T � i R1 SOFFITS "w"''m'ITH SPANS
<br />"; T_1 1'_4, iNSTAIN,1IDSPAhBLtY*,IN1,i PER
<br />THE " i ,rF V I =, PA4 'i' YTadI Lw .',N '7"PiTERI7A,
<br />'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS,*
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />TRUSS AS SHOWN FOR O,H. UP TO 2-6"
<br />* DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H.
<br />kO�FRygN TO TRUSS TOP CHORD
<br />+ + `FNC'TN PLYWOOD SHEATHING
<br />+ + BLOCKING AS
<br />+ REQUIRED
<br />TO SUPPORT
<br />TRUSS + SOFFIT
<br />+ +
<br />2X4 SYP c
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL
<br />SCHED.
<br />ENTER SO IT
<br />PRECAST LINTEL
<br />SEE ELEVATION
<br />2X2 #2 P.T. MIN. FOR OVER HANG
<br />W/J-CHANNEL SECURED (MAX. 4'-0")
<br />@24" O.C. FASTENED TO
<br />CMU W/ 3" LONG T-NAILS @
<br />24" O.C.
<br />SECTION @ ROOF EXTENSION rM
<br />SCALE: 3/4" = 1'-0" SS
<br />SIMPSON HTT4 w/ (18) 10d x 1 cPP cur=PT n) nnln
<br />1/2" NAILS TO STUDS & (1) -
<br />5/8" DIA. ALL THREAD ROD
<br />EPDXIED w/ SIMPSON "SET"
<br />EPDXY MIN. 6" EMBEDMENT 8
<br />3" MIN. EDGE DISTANCE
<br />RETROFIT FOR MIS
<br />MSTAM STRAP
<br />SCAI F- 3/4
<br />}
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<br />0
<br />Lu
<br />LL
<br />I—
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<br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C.
<br />3/4" PLYWOOD DECKING GLUED
<br />ATTACHED WALL SHEATHING TO
<br />AND NAILED W/ 8d COMMON @
<br />2X BOTTOM PLATE W/ 8d @ 4"
<br />6" O.C. EDGES AND 12" O.C. FIELD
<br />O.C., 2 ROWS STAGGERED
<br />2x BAND JOIST W/ FACE NAIL 10d
<br />@ TOP & BTTM CHORD, AND (8)
<br />FACE NAILS 10d @ TRUSS VERT.
<br />WEB
<br />METAL SEAT PLATE
<br />NOTE:
<br />LAP SHEATHING TO
<br />BOTTOM OF BAND
<br />JOIST TYPICAL
<br />SIMPSON HGAM10KTA @ 12" O.C.
<br />w/ (4) 1/41 1/2" SIDS SCREWS
<br />INTO BAND JOIST & (4) 1/4"x2 3/4"
<br />TITEN INTO K.O. BLOCK
<br />RETROFIT FOR MISSING
<br />EMBEDDED STRAP
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
<br />i.FILL 1st 4 COURSES
<br />SOLID W/GROUT
<br />a
<br />°
<br />FOR OVERHANGS BETWEEN OVER 1 1/2" °
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS.
<br /><'
<br />a!
<br />OVERHAN
<br />.°
<br /><t
<br />RETROFIT WALL OVERHANG DETAIL (NTS
<br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
<br />1'-01' 5'-0"
<br />t
<br />I INISH FLOQR
<br />>. D D --
<br />°
<br />° D ' #5 BAR
<br />P CENTERED W/
<br />IN TOP o
<br />_ , Ig KNOCKOUT / c�
<br />CHAIR BLOCK
<br />MONO FOOTING _
<br />A.
<br />SIZE AND REINF. PER PI_
<br />°
<br />AND SECTION DETAILS -I
<br />CLEAN FILL D ° °
<br />DIRT z
<br />STANDARD o
<br />0 90` HOOK N
<br />#5 BAR IN >
<br />FILLED CELL
<br />STEMWALL FOOTING SIZE AND
<br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL
<br />SECTIONN DDETAETAILS
<br />SCALE: 3/4" = V-0"
<br />)TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC
<br />)NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
<br />EXISTING BOND BEAM.
<br />DRILL 3/4"x5" MIN. HOLE SET BAR IN
<br />EPDXY CAP TO PREVENT LEAKAGE
<br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
<br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2")
<br />#5x6' EMBEDDED INTO EXISTING BOND BEAM
<br />FILL CELL FULL HEIGHT W/
<br />NON SHRINK GROUT.
<br />#5x6' EMBEDDED INTO
<br />EXISTING FOOTING
<br />DRILL 3/4"x5" MIN, HOLE
<br />SET BAR IN EPDXY
<br />EXISTING FOOTING
<br />RETROFIT FILLED CELL DETAIL
<br />14% SAW CUT
<br />A SECTION
<br />j SCAJ.,�: �1_.ZTS.
<br />m
<br />SCALE: N.T.S.
<br />Virtual Review Assist, Inc.
<br />Plans Review completed and approved
<br />for compliance with the 2020 FBC 7th Edition
<br />by Mehra Anne Klahr PX2300
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