|
1/2" DRYWALL
<br />1 x44 1112" DRYWALL DOOR JAMB (REFER 1x4
<br />DOOR JAMB (REFER
<br />TO PRODUCT -\ FP TO PRODUCT
<br />APPROVAL FOR CONN. P.T. APPROVAL FOR CONN. X4
<br />F
<br />3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG URRING
<br />TAPCONS
<br />TAPCON. INTO STAGGERED @ 16" 1x8 P.T.
<br />BLOCK@ SPACING O.C. 2-ROWS INTO
<br />PER MANUFACTURE 1 11 DETAIL MASONRYTHROUGH 1-1/211 DETAIL
<br />1x4 P.T. & 1x8 P.T.
<br />DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />TO PRODUCT F
<br />APPROVAL FOR CONN.
<br />(2) ROWS 3/16" x 3-1/2' JE FURRING
<br />TAPCON @ 16" O.C. & 4" 2X8
<br />FROM EACH END w/ MIN. 1X8
<br />2" EDGE DIST. ATTACH
<br />1x8 w/ (2) ROWS 8d NALS 3" DETAIL
<br />STAGGERED @ 12" O.C.
<br />3/16" x 3 -1/2"
<br />lu x
<br />1x4 P.T.
<br />DOOR JAMB (REFER
<br />TA Co N 1
<br />TAPCON @ 16"
<br />P
<br />TO PRODUCT
<br />0 4 FIR
<br />O.C. & 4" FROM
<br />C '-
<br />DOOR JAMB (REFER
<br />APPROVAL FOR CONN. 1x4 1/2" DRYWALL
<br />N. 1 1/2"DI
<br />x4
<br />VC
<br />C END
<br />DOOR JAMB (REFER EACH END W/ MIN
<br />TO PRODUCT
<br />F
<br />6EH
<br />TO PRODUCT 2" EDGE DIST.
<br />APPROVAL FOR CONN.
<br />2x8 P.T. w/ (2) ROWS 3/16"
<br />�j
<br />APPROVAL FOR CONN.
<br />(2) ROWS 3/16" x 3-1/2"
<br />x 3-1/2" TAPCON @ 16" 1x4
<br />i
<br />O.C. & 4" FROM EACH
<br />TAPCON @ 16" O.C. &
<br />L
<br />FURRIN
<br />END w/ MIN. 2" EDGE DIST.
<br />4" FROM EACH END w/ 2x8 P.T.
<br />ATTACH SECOND PLY w/
<br />') 2 p T A ,
<br />, �zr:r
<br />x P.T. AS REQ-D
<br />MIN. 2" EDGE DIST.
<br />I )_.
<br />(2) ROWS 1 Odx3" 2x8
<br />2x D TAIL
<br />2 1/4" D TAIL
<br />STAGGERED @ 12" 0' 3-1/41' DETAIL
<br />I I
<br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSrcc
<br />SCALE: N.T.S. � SS
<br />1/4" MAX
<br />ir 2'-0"
<br />SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK
<br />2x8 P.T. BUCK -CONNECT TO BLOCK
<br />W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN.
<br />EMBEDMENT INTO BLK.)
<br />1 X4 FURRING
<br />BLOCK HEADER
<br />1/2" DRYWALL
<br />8d NAILS AT 8" O.C. AT BUCK
<br />2 x 8 45A DIAGONAL (4)lOdNAILSINTO
<br />BRACE(S) 7/16" OSIB 2 x 8 BRACE/ BLKG.
<br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />POLY -CELL IN THIS ARE:7
<br />SCRIBE (NOTCH) A
<br />� � Sz
<br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2x8
<br />CONNECT W/ 8d NAILS BRACE/ BLKG.
<br />INSTALL WDW. SCREW ANCHOR---fR1\'-2 x 4 SOLID BILKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />INTO ARCH BLKG. PER ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8
<br />INSTALLATION DETAILS 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
<br />r
<br />SCALE: N.T.S. � �S
<br />SECTION
<br />A -A
<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 />---2x845 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. RAID.
<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 />/4" MAX EMBEDMENT INT
<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 />PROVIDE 2 x 8 DIAG. BRACE BTWN,.-_\
<br />NAILS AT EA. END
<br />VERT. BRACES WHEN HGT. OF
<br />BRACE EXCEEDS 24"
<br />LEAVE A CUT OUT IN O,S.B. ON T
<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) 1 Od NAILS EQUAL EQUAL
<br />THRU OSB INTO 2 x 8
<br />PER INSTALLATION DETAILS
<br />13-13
<br />ARCH DETAIL rK
<br />SCALE: N.T.S. 1\ �S
<br />PROVID
<br />PROVIDE (2) MIN. CONT. VV/ (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 />L
<br />#5 REB,
<br />(TYPj
<br />STD. 90'
<br />HOOK
<br />J
<br />±51-
<br />NOTCH WEB AT
<br />FIRST 2 COURS]
<br />-;APACITY = 805 # FOR 1 STRAP
<br />= 1610 # FOR 2 STRAPS
<br />1 PLY PRE-ENGINEERED TRUSS
<br />SIMPSON H M9KT w/ (4) 1/4"xl 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 41/2" WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
<br />USE (1) SIMPSON 1/2" HID TITEN (CENI L-,L-Ljj ...
<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 ILL
<br />(5) 12d NAILS SIMP ON
<br />2X6 TO 2X4 H2.5A w/ (10)
<br />8d NAILS
<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)
<br />COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
<br />AT LEAST 2 HOURS BEFORE PLACING MORTAR.
<br />B)
<br />ADHERE EXPANSION STRIPS TO JAMES AND HEAD. MAKE CERTAIN EXPANSION STRIP
<br />EXTENDS TO SILL.
<br />C)
<br />SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />D)
<br />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 SOLID 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)
<br />INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />9 ga. PANEL 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) 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 />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)
<br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />6" MIN. LAP
<br />G)
<br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMES MUST
<br />SPLICE
<br />REMAIN FREE OF MORTAR.
<br />NOTE:
<br />H)
<br />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)
<br />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)
<br />APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />K)
<br />A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING.
<br />FOR WIND SPEEDS UP TO 110 MPH", PER PITTSBURG CORNING RECOMMENDATIONS FOR
<br />INSTALLATION OF GLASS BLOCK.
<br />JACK TRUSS PROVIDED BY----/
<br />TRUSS COMPANY OR 2x4
<br />#2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 00"
<br />2X4 SYP #2 CONT (MATCH TRUSS DEPTH -j
<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 K'T
<br />SCALE: 3/4" = V-13" \�Ilis�
<br />MASONRY WALL. SEE PLAN FOR
<br />REINFORCING. PROVIDE LOWER
<br />HOOKED DOWEL
<br />W.W M ' AT PERIMETER
<br />(1) #5 BARS CONT. WHERE THIS CONDITION
<br />TOP WITH MIN. 3" OCCURS
<br />COVER F,F.
<br />>
<br />XA�
<br />k�
<br />I I M I 1EE1,
<br />F
<br />GR DE I Fil ILI F
<br />N.
<br />C14
<br />Cf)
<br />z
<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 />11 Z
<br />YP.)
<br />THE
<br />:S
<br />I 1K1AnnE:0-rADI C IK10-17AI I -r1nKI
<br />FILLED CELL INSTALLATION
<br />SEE ARCH PLAN A14D
<br />PRE-ENG TRUSSDFSIGN
<br />SEE NOTE I BF-11-C31"i
<br />SCALE: N.T.S.
<br />LN SUB FASCIA
<br />ALUM DRIIP EDGE
<br />ALUM FA
<br />ERG WALL TYPE V SCA
<br />PER PL-,=N 14411 TRIM PAINTED
<br />F CHANNEL, -4--_
<br />FASTENED PER I DIA I!� 24" O.0
<br />NOTE 2 BEI-M, �'11DNT VENTED, OP, SOLID �SCIFFIT
<br />CONT ZX4 NAILED To - .0
<br />KINGNAILEDT TOP
<br />BI OCKING url 2-1 e'd NAILS P- CHORD F�IERY OT�IFR TRUSS
<br />wf 3-12d RAILS, TYP-
<br />R TO VERIFYIPROVIDE SOFFIT %1ATERIAL SPAN CAPACITIES BA,:!E
<br />G,C)BUILD D
<br />ON T HE DESIGN PRESSLIRES SPECIF IED FU"PCOMPONENTS AND [Aj%D0ING
<br />'LISTED IN THE DESIGN CR[TERIA ON SHEET SN.
<br />FOR SOFFIT ATTACHMENTATWALL (PER ALPHA ALUM. INC. R 4 16544 R5
<br />PRODUCTAPPROVAL) F CHANNEL FASTENED TO:
<br />- CITOU WIT NAIL.097DIA- 1.A0,gW8-'M[IN. EMBEDMENT
<br />- WOOD wl (3 1 16 rA� k14-'x1!4` CROWN 4-5NTAPLES @6 247 MAX- O.C. IN DIAMOND
<br />PAT-FEERN
<br />- SL6 FASCIA Mlb GA. 34!�X14` C�RCWNSTAPLE (dg EAC�H GROOVE
<br />&STRUCTURAL SOFFIT
<br />SF011 SCALE: 3)4- 1�-01� FOR ALUMINUNi SOFFITS WITH SPANS
<br />REV. 0921.2021 > VA', INSTALL MID SPAN BLOCKING PER
<br />I HE SOFFFF FL RA NSTP�LLATION CRITERIA
<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 2-6" TO 4'-0" O.H.
<br />I'
<br />�R ""
<br />US
<br />DOL
<br />0 (2) 10d NAILS @ 8" O.C.
<br />TO TRUSS TOP CHORD
<br />4
<br />ly
<br />+ + 7-H
<br />/y PLYWOOD SHEATHING
<br />+ BLOCKING AS
<br />+ REQUIRED
<br />TO SUPPORT
<br />TRUSS +
<br />2X4 SYP + + SOFFIT
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL
<br />SCHED.
<br />ENTER SOFFIT
<br />PRECAST LINTEL
<br />SEE ELEVAT
<br />2X2 #2 P.T. MIN.
<br />FOR OVER HANG
<br />W/J-CHANNEL SECURED
<br />@24" O.C. FASTENED TO
<br />'(MAX. 4'-0")
<br />CMU W/ 3" LONG T-NAILS @
<br />24" O.C.
<br />SECTION @ ROOF EXTENSION
<br />SCALE: 3/4" = V-13"
<br />SIMPSON HTT4 w/ (18) 10d x 1
<br />1/2" NAILS TO STUDS & (1) -
<br />5/8" DIA. ALL THREAD ROD
<br />EPDXIED wl SIMPSON "SET"
<br />EPDXY MIN. 6" EMBEDMENT 8
<br />3" MIN. EDGE DISTANCE
<br />RETROFIT FOR MI.E.
<br />MSTAM STRAP
<br />SCALR 3/4
<br />QI=P CZWPI=T r)) AKIr)
<br />z
<br />0
<br />U)
<br />U-
<br />Uj
<br />LL
<br />U)
<br />2N BOT. PLATE W/ (2) 1 Od @ 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 1 Od
<br />@ TOP & BTTM CHORD, AND (8)
<br />FACE NAILS 1 Od @ TRUSS VERT.
<br />WEB
<br />METAL SEAT PLATE
<br />NOTE:
<br />LAP SHEATHING TO
<br />BOTTOM OF BAND
<br />\-SIMPSON HGAMIOKTA@12"O.C.
<br />w/ (4) 1/411/2" SDS SCREWS
<br />INTO BAND JOIST & (4) 1/4N2 3/4"
<br />TITEN INTO K.O. BLOCK
<br />RETROFIT FOR MISSING EMBEDDED STRAP_
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
<br />FILL 1st4COURSES
<br />SOLID W/GROUT
<br />FOR OVERHANGS BETWEEN OVER 11/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS.
<br />OVERHAN
<br />RETROFIT WALL OVERHANG DETAIL (NT
<br />FOR OVERHANGS BETWEEN 3/4" TO 11/2"
<br />FNOTE, FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
<br />11-011 51-011
<br />INISH FL
<br />>
<br />.. A #5 BAR
<br />CENTERED W/
<br />C=)
<br />I> IN TOP
<br />KNOCKOUT/
<br />CHAIR BLOCK
<br />MONO FOOTING
<br />SIZE AND REINF. PER PLAN
<br />AND SECTION DETAILS
<br />Iz
<br />CLEAN FILL >
<br />DIRT 7'
<br />1�-STANDARD
<br />C?
<br />99 HOOK
<br />#5BARIN
<br />FILLED CEL 1-t-1 V
<br />t" T Y.,
<br />NJ 'N
<br />STEMWALL FOOTING SIZE AND
<br />REINF. PERLAN AND STEMWALL
<br />MONO TO STEMWALL FOOTING SECTION DETAILS
<br />SCALE: 3/4" = V-0"
<br />OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC,
<br />ONTACT 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 W1
<br />NON SHRINK GROUT.
<br />#5x6'EMBEDDED INTO
<br />EXISTING FOOTING
<br />DRILL 3/4"x5" MIN. HOLE
<br />SET BAR IN EPDXY
<br />I -j— EXISTING FOOTING
<br />RETROFIT FILLED CELL DETAIL
<br />1 -- I � . -
<br />n SAW CUT
<br />SECTION
<br />SCALE: N.T.S.
<br />VIRTUAL REVIEW ASSIST
<br />Virtual Review Assist, Inc.
<br />Plans Review completed and a provec
<br />for compliance with the 2020 FBC 7th
<br />Edition hy Debra A!�ne Klahr PX2300
<br />77
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