|
1/4" MAXir 2,-0„
<br />SOLID II ARCH B B
<br />G. & BUCK �
<br />DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />TO PRODUCT P.T.
<br />APPROVAL FOR CONN.
<br />1x4 P.T.
<br />3-1/4" LONG X 3/16"0 - FURRING
<br />TAPCON. INTO
<br />BLOCK@ SPACING PER MANUFACTURE 111
<br />DETAIL
<br />DOOR JAMB (REFER 1x4 �1/2" DRYWALL
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />1x4
<br />3/16"0 X 3" LONG FURRING
<br />TAPCONS
<br />STAGGERED @ 16" 1x8 P.T.
<br />O.C. 2-ROWS INTO
<br />MASONRY THROUGH 1-1 /2" DETAIL
<br />1x4 P.T. & 1x8 P.T.
<br />DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />1X4
<br />(2) ROWS 3/16" x 3-1/2" 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 />1x4 P.T.
<br />DOOR JAMB (REFER
<br />TAPCON @ 16"
<br />TO PRODUCT
<br />O.C. & 4" FROM
<br />DOOR JAMB (REFER
<br />APPROVAL FOR CONN. 1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER EACH END W/ MIN
<br />TO PRODUCT
<br />TO PRODUCT DIST.
<br />APPROVAL FOR CONN.
<br />2x8 P.T. w/ (2) ROWS 3/16"APPROVAL
<br />FOR CONN.
<br />(2) ROWS 3/16" x 3-1/2"
<br />x 3-1/2" TAPCON @ 16" 1x4
<br />O.C. & 4" FROM EACHFURRIt
<br />*22"DGE
<br />TAPCON @ 16" O.C. &
<br />END w/ MIN. 2" EDGE DIST.4"
<br />FROM EACH END w/ 2x8 P.T.
<br />ATTACH SECOND PLY w/.T.
<br />AS REQ'D
<br />MIN. 2" EDGE DIST.
<br />(2) ROWS 10dx3" 2x8
<br />2x DETAIL
<br />2 1/41' DETAIL
<br />STAGGERED @ 12" O.C. 3-1/4" DETAIL
<br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC
<br />SCALE: N.T.S. SS
<br />2x8 P.T. BUCK -CONNECT TO BLOCK
<br />W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN.
<br />EMBEDMENT INTO BILK.)
<br />1 X 4 FURRING
<br />BLOCK HEADER
<br />1/2" DRYWALL
<br />8d NAILS AT 8" O.C. AT BUCK
<br />2 x 8 45A DIAGONAL (4) 10d NAILS INTO
<br />BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG.
<br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />SCRIBE (NOTCH) _ POLY -CELL IN THIS AREA
<br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8
<br />CONNECT W/ 8d NAILS BRACE/ BLKG.
<br />INSTALL WDW. SCREW ANCHO\\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />INTO ARCH BLKG. PER ARCH FACES W (4) 10d 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 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 DIAAGONAL 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 />/4" MAX EMBEDMENT INTO )
<br />2'-0" 8"
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTW'N. ARCH
<br />BLKG. & BUCK
<br />\
<br />1 X 4 FURRING
<br />_
<br />8d NAILS @ 8" O.C. AT BUCK
<br />2 x 8 VERT. W/ (2) ' Od
<br />_
<br />NAILS AT EA. END
<br />PROVIDE 2 x 8 DIAG. BRACE B
<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 />OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL
<br />INSTALL WDW, SCREW—,--BTWN.
<br />THRU OSB INTO 2 x 8
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />ARCH DETAIL K
<br />B-B
<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. RAD.
<br />PROPER INSTALLATION MAX. 8"
<br />#5 RER
<br />(TYP,)
<br />FILL SOLID
<br />BOTH CELLS
<br />STD. 90'
<br />HOOK (1
<br />NOTCH WEB AT
<br />+5A
<br />FIRST 2 COURSI
<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" SDS
<br />SCREWS & (5)1/4" x 21/4" 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 />i
<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 />ALL
<br />(5) 12d NAILS
<br />SIMPSON
<br />i
<br />2X6 TO 2X4
<br />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 JAMBS 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 />ANCHOR
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<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
<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 />SEALANT
<br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />* PRESS PANEL REINFORCING INTO PLACE.
<br />;';}•V °',:.,
<br />::
<br />; .:.. ;;::
<br />' ` . 6„ MIN. LAP SPLICE W/
<br />* COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />:•;::-: `
<br />'::-.::.:
<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 />'` �`»
<br />6" MIN. LAP
<br />G)
<br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />SPLICE NOTE:
<br />REMAIN FREE OF MORTAR.
<br />SEE GLASS BLOCK INSTALLATION NOTES.
<br />H)
<br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<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 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 />JACK TRUSS PROVIDED BYE
<br />TRUSS COMPANY OR 2x4
<br />#2 SYP @ 24" O.C.
<br />4'-0" MAX SEE PLAN
<br />I
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />IF TRUSSES USED) W/ (2) #6 X 4'Y," WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />WALL USE (2) 1/4" X 31/2" TAPCONS AT 16"
<br />O.C.
<br />SECTION @ ENTRY L
<br />SCALE: 3/4" = T-0" SS
<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 6'-0" F.F.
<br />—11
<br />ff ff 1 ; i
<br />.D g_ .
<br />D I I I -
<br />_I I I-1 I IF"
<br />I�II�II�;
<br />GRADE
<br />°.
<br />Cl) D
<br />N �D .
<br />\ ° n
<br />D (2) #5 REBAR. MIN. 3"
<br />16" MIN. COVER EA. WAY
<br />SECTION AT DEEP MONO FOUNDATION
<br />SCALE: 3/4" = V-0"
<br />LFILLED CELL PER
<br />FOUNDATION PLAN
<br />,R
<br />YP.)
<br />rHE
<br />:S
<br />I IAIAr`r`CDTAD1 C IAICTAI I TInK1
<br />FILLED CELL INSTALLATION H
<br />SCALE: N.T.S. Ste+
<br />SEE ARCH PLAN AND
<br />ppi� t-v_; rpj.�5 OES1 IN
<br />2x Si
<br />ALU&' t D'.,
<br />s_
<br />— ALUM
<br />PFF"FLAN SS Ni
<br />I°I
<br />I• (°HAPd!NEL --I. DIA �
<br />Fri. ,TENEE) PCB:
<br />�JOTE 2 B,ELt I I CONT VENTED OF
<br />�x PLti)C KING NAILED T�� T-
<br />nlra�..,, H i'llt '.FF't' ,F:
<br />w' '• I2a %AIL: TYP
<br />1. G.C.1 BUILDER TO VERIFYPPROVIDE SOFFIT MATERIAL SPAN CAPACf'
<br />ON THE DEtiI 1N PRESSURES SPECIFIED FOR COMPONENTS AND C!
<br />Ll'-.TED N THE -,E� IGN I_.{ ITEEIA C"J SHEET SN
<br />F« ^ ti !,:k �, IlAt;Hl,•it NI +I I t- k, +11 f'HA Al I�',I INC FL/t 11•',
<br />F';. + al x:;T APPRO w^ALfl F C1 •ANNEL I-A-,TENED 7l>:
<br />11v! w, T NAIL 097' DIA s 21 vv .o_y" %N. EMBEDMENT
<br />WCt', D twr° r'J;k 16 GA_ 3 J xV4' CRO'.NN STA.PLES @: 24" MAX_ O-C. I �
<br />PATTERN
<br />EACH GROCO,
<br />SF1 STRUCTURAL SOFFIT
<br />SCALE 3/4'- 1' 0"") FOR ALUMINUM SOFFITS WI
<br />REV. 09 23 2021 r> V-4", INSTALL MID SPAN BLOC:
<br />THE SOFFIT FL PA INSTALLATIC , 1 -
<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 />k (2) 10d NAILS @ 8" O.C.
<br />O�ERyq TO TRUSS TOP CHORD
<br />+ N �
<br />+ + �yOTy PLYWOOD SHEATHING
<br />+ BLOCKING AS
<br />+ REQUIRED
<br />TO SUPPORT
<br />TRUSS + SOFFIT
<br />2X4 SYP
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL
<br />SCHED.
<br />PRECAST LINTEL /
<br />SEE ELEVATION
<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 @
<br />ROOF EXTENSION M
<br />SCALE: 3/4" = V-0"
<br />SS
<br />SIMPSON HTT4 w/ (18) 10d x 1
<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 MI%
<br />MSTAM STRAP
<br />RrAI P. 1/d
<br />CCC 4ZWCCT Ill AKIn
<br />z
<br />0
<br />U)
<br />a
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<br />0
<br />W
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<br />2"x 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 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" SDS SCREWS
<br />INTO BAND JOIST & (4) 1AN2 3/4"
<br />H
<br />TITEN INTO K.O. BLOCK
<br />_21
<br />RETROFIT FOR MISSING
<br />EMBEDDED STRAP
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
<br />FILL 1 st 4 COURSES
<br />SOLID WIGROUT
<br />a
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS.
<br />OVERHAN 1
<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'-0" 5'-0"
<br />INISH
<br />°
<br />°
<br />D #5 BAR X
<br />10., •D
<br />D . e
<br />p D ° ° CENTERED W/
<br />D ° ,� 91r H904
<br />, IN TOP o
<br />KNOCKOUT / EN
<br />CHAIR BLOCK
<br />MONO FOOTING I —III D D
<br />SIZE AND REINF. PER PLAN III —I •' ° °
<br />AND SECTION DETAILS -I
<br />I c
<br />CLEAN FILL D ° D
<br />DIRT P z
<br />° STANDARD o
<br />°. .
<br />99 HOOK N
<br />#5 BAR IN
<br />FILLED CELL , -,
<br />tl a . tl tl n• tl tl .O a
<br />STEMWALL FOOTING SIZE AND
<br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL
<br />SECTIONN DDETAETAILS
<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 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 />SAW CUT
<br />EXISTING FOOTING A SECTION
<br />1 SCALE: N.T.S.
<br />RETROFIT FILLED CELL DETAIL
<br />SCALE: N.T.S. OCT 2 8 2022
<br />\/V\
<br />Virtual Review Assist, Inc.
<br />Plans Review completed and approved
<br />for compliance with the 2020 FBC 7th Edition
<br />by Debra Anne Klahr PX2300
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