|
1/4" MAX 2'-0"
<br />SOLID BLKG. AT'I"OP BTWN.
<br />ARCH BLKG. & BUCK —� I
<br />DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER
<br />1/2" DRYWALL
<br />1x4P.T.
<br />TO PRODUCT
<br />DOOR JAMB REFER*2X8
<br />"DRYWALL
<br />TO PRODUCT
<br />TO PRODUCT
<br />APPROVAL FOR CONN.1x4
<br />APPROVAL FOR CON1X4
<br />APPROVAL FOR CONN.
<br />1x43-1/4"
<br />LONG X 3/16"0
<br />P.T.
<br />FURRING
<br />3/16"0 X 3" LONG
<br />TAPCONS
<br />FURRING
<br />(2) ROWS 3/16" x 3-1/2FURRING
<br />INTOSTAGGERED
<br />@ 16"
<br />TAPCON @ 16" O.C. &TAPCON.
<br />BLOCK@ SPACING „
<br />1
<br />DETAIL
<br />O.C. 2-ROWS INTO
<br />1x8 P.T.
<br />FROM EACH END w/ M.
<br />2 EDGE DIST. ATTACH
<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. & 1x8 P.T.
<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.
<br />1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER
<br />EACH END W/ MIN.
<br />TO PRODUCT
<br />TO PRODUCT
<br />2" EDGE DIST.
<br />APPROVAL FOR CONN.
<br />2x8 P.T. w/ (2) ROWS 3/16"
<br />APPROVAL FOR CONN.
<br />(2) ROWS 3/16" x 3-1/2"
<br />x 3-1/2" TAPCON @ 16"
<br />O.C. & 4" FROM EACH
<br />1x4
<br />TAPCON @ 16" O.C. &
<br />L
<br />END w/ MIN. 2" EDGE DIST.
<br />FURRING
<br />4" FROM EACH END w/
<br />2x8 P.T.
<br />ATTACH SECOND PLY w/
<br />2x P.T. AS REQ'D
<br />MIN. 2" EDGE DIST.
<br />(2) ROWS 10dx3"
<br />2x8
<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 />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 X 4 FURRING
<br />BLOCK HEADER
<br />1/2" DRYWALL
<br />8d NAILS AT 8" O.C. AT BUCK
<br />2 x 8 45^ DIAGONAL (4) 10d NAILS INTO
<br />BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. X\,,
<br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR 7
<br />SCRIBE (NOTCH) N POLY -CELL IN THIS AREA
<br />BACKSIDE TO FIT ARCH (4) 1 Od 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 J�
<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" TiiK. 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) 1 Od 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 />AT EA. END
<br />PROVIDE 2 x 8 DIAG. BRACE BTWN-,NAILS
<br />VERT. BRACES WHEN HGT. OF
<br />--
<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) 10d NAILS EQUAL EQUAL
<br />THRU OSB INTO 2 x 8
<br />PER INSTALLATION DETAILS
<br />B-B
<br />ARCH DETAIL K
<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' $
<br />#5 REB,
<br />(TYP,)
<br />FILL SOLID
<br />BOTH CELLS
<br />STD. 90'
<br />HOOK (1
<br />NOTCH WEB AT
<br />+5^
<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" 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 4Y2" 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 />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 />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 />-'::";j;�; �: —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 />: :..`::';
<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 JAMBS 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.
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />IF TRUSSES USED) W/ (2) #6 X 4'Y2" 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" = 1'-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" I F.F.
<br />p' D
<br />D
<br />I I—III=1 1=1 11-1 11=1 I Ir
<br />° 1=1 I I I 1=1 I I' MI r= I I
<br />1=1T_I=_III- '
<br />D D 11 M 11=1 I II
<br />1—I I 1=1 11=
<br />D 111—I I I —I'
<br />GRADED�111„�II-
<br />°
<br />M D
<br />z
<br />N � •D
<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 />iR
<br />YP.)
<br />FHE
<br />:S
<br />I IAIArif=TADI C IAIQTAI I TInKI
<br />FILLED CELL INSTALLATION
<br />SCALE: N.T.S.
<br />S LF ARi-H F`L.AI I AND
<br />PPE ENG TIRLSS CE&G 4
<br />- 24 SUB F,ASC:IA
<br />ALUM DRIP EDGE
<br />E %,n_ L PE -4- - ALUM FASCIA
<br />PIER PLAN I _ 1-3; T�11%111 PAINTEDI
<br />F CHANNEL, -F - "S �#ci �' 511" EAE
<br />DIA tv -E, 0 01
<br />FASTENED PER I -
<br />NOTF PF" en`i I I L_, _r NTVEPJ"EC'li e�R S LICu R 3FFET
<br />CON 2�.! NAILED TI? � _ BLOCKING =Elam NA LED TO TOP
<br />?LY CKIN 3 w; "7d NAIL} ,W{ L) E RY 4JTi' € Ma rv_
<br />EL'ILaER T0''ERJFY;PC A E a )FF7 MATERIAL SPAN CAPACITIES BASIED
<br />,-,I T i_ CI-aSi N PRE :! ARE W, SPEC _IED FQR GONIPONENTE• AND Q-4DE)ING4
<br />LASTED IN THE CRITERd A, r-IN HIEET N,
<br />2 R S .FF.'T A`TT HIVIE ,AT t�`€�`LL (PER -01 PHA A ? `iri ENd FL# 1r-F F'5 F'
<br />F CHANNELACTEN T
<br />11L 1"r, T I ulAalL .LIyaT E{E,A .� E" Ca ._. Ah, . C' rat'uN ICI,°IFmEDIrtEE
<br />a%w` 0D try" I': A 3r' 3 � <1 I R1 . I T,�T,�ES s� �'4 EM1AX. � .I -. IN O"?�1wEC "D
<br />PATT R,N
<br />SUR FA:-,,. A 'W It, ,ak ;V4 V'1 i4' CRCAi'v'N STAFI � F,kF"_RCICOYF
<br />STRUCTURAL SOFFIT
<br />V 0I A E 3a ,u Ido (,u'} F 3t LL'I(f1EL 1 :1 E',C FITS ",d'ITH _111PAN's
<br />rE _ 09.23 Myn 21 1 -4" INSTALL MID SPAN FILOCkft3 PER
<br />THHF '1•, 1�FFlT FL PA ENST`41LLATIC%N CRITERI
<br />'REFER TO THE PRODUCT APPROVAL FOR IiN TALLAn Nl 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 />xOV�RygN TO TRUSS TOP CHORD
<br />+ + COTN 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 />R
<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 M
<br />SCALE: 3/4" = V-0" 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 MIS
<br />MSTAM STRAP
<br />SC:AI P. A/d
<br />CGS Qur:I=T Il) AKIr1
<br />H
<br />SS
<br />2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.
<br />3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO
<br />AND 6" O.CAILED W/ 8d EDGES AND 12" OMONFIIELDD� O.C.,0TTOM PLATE W/ 8d @ 4 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 HGAM1OKTA @ 12" O.C.
<br />w/ (4) 1/41 1/2" SDS SCREWS
<br />INTO BAND JOIST & (4) 1/4"x2 3/4"
<br />TITEN INTO K.O. BLOCK
<br />RETROFIT FOR MISSING EMBEDDED STRAP
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO
<br />f'y FILL 1st 4 COURSES
<br />SOLID W/GROUT
<br />a.
<br />FOR OVERHANGS BETWEEN OVER 1 1/2" °
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS. ° ' a� ' '•
<br />OVERHAN A�� ..
<br />,t
<br />° ' . 4..
<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'-011
<br />SCALE: N.T.S.
<br />INISH FLOQR
<br />°
<br />° 10D #5 BAR
<br />° D
<br />D D
<br />p D ° CENTERED W/ g
<br />IN TOP o
<br />KNOCKOUT/ N
<br />° CHAIR BLOCK
<br />MONO FOOTING p
<br />SIZE AND REINF. PER PLAN I •°. ° D?
<br />°
<br />AND SECTION DETAILS —I
<br />CLEAN FILL I °
<br />DIRT z
<br />STANDARD o
<br />0 90` HOOK N
<br />#5 BAR IN
<br />FILLED CELL
<br />s 0 9® 9 �®- F, '® B F
<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
<br />& NEW GROUT
<br />MUST BE PACKED WITH NON -SHRINK
<br />GROUT (USUALLY ± 2" AR ® 4 1013
<br />#5x6' EMBEDDED INTO EXISTING BOND
<br />BEAM
<br />FILL CELL FULL HEIGHT W/
<br />NON SHRINK GROUT.
<br />Virtual Review Assist, Inc'
<br />and a pproved
<br />#5x6' EMBEDDED INTO
<br />Plans Review completed
<br />to with the 2020 FU 7th Edition
<br />EXISTING FOOTING
<br />P r compliance
<br />by 0e( Pt #5Algh1&Q�0
<br />FILLED CELL
<br />7
<br />DRILL 3/4"x5" MIN. HOLE
<br />SET BAR IN EPDXY
<br />:.:..
<br />SAW CUT
<br />L4-
<br />A SECTION
<br />LJ EXISTING FOOTING
<br />1 SCALE: N.T.S.
<br />RETROFIT FILLED CELL DETAIL
<br />SCALE: N.T.S.
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<br />Thu �T—r� rl �dlt -F 11.E -. -- _F__ I - 1--- f_ ,_—I
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