|
2x8 P.T. BUCK -CONNECT TO BLOCI,I
<br />W/ 1/4" x 3 1/4" TAPCON ( 11/4" M IN.
<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 11 F1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />TO PRODUCT P.T TO PRODUCT F
<br />APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4
<br />q
<br />1 x4 P.T. 3/16"0 X 3" LONG FURRING
<br />3-1/4" LONG X 3/16"03 [FURRING TAPCONS
<br />TAPCON. INTO STAGGERED @ 16"19
<br />BLOCK@ SPACING O.C. 2-ROWS INTO 1x8 P.T.
<br />PER MANUFACTURE 1" DETAIL MASONRYTHROUGH 1-1/211 DETAIL
<br />1x4 P.T. & 1x8 P.T.
<br />DOOR JAMB (REFER
<br />1x4 1/2" DRYWALL
<br />I
<br />F
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />1 X 4
<br />rA
<br />FURRING
<br />(2) ROWS 3/16" x 3-1/2"
<br />TAPCON @ 16" O.C. & 4""
<br />2X8
<br />FROM EACH END wl MIN.
<br />1X8
<br />2" EDGE DIST. ATTACH
<br />1x8 w/ (2) ROWS 8d 11 NALS
<br />3" DETAIL
<br />01MUUMIMMU IZ U.U.
<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 />N. 1x4
<br />DOOR JAMB (REFER EACH END W1 MIN.
<br />TO PRODUCT
<br />TO PRODUCT EDGE DIST
<br />APPROVAL FOR CONN._
<br />�j k'
<br />2x8 P.T. w/ (2) ROWS 3/16
<br />APPROVAL FOR CONN.
<br />(2) ROWS 3/16" x 3-1/2"
<br />i
<br />x 3-1/2" TAPCON @ 16"
<br />1x4
<br />i
<br />O.C. & 4" FROM EACH
<br />*2"
<br />TAPCON @ 16" O.C. &
<br />L
<br />IST FURRIN(
<br />END w/ MIN. 2" EDGE DIST,
<br />4" FROM EACH END w/ 2x8 P.T.
<br />ATTACH SECOND PLY w/
<br />,
<br />,)" 2 r, T A"
<br />x P.T. AS REQ'D
<br />MIN. 2" EDGE DIST.
<br />(2) ROWS 1 0dx3" 2x8
<br />2x DETAIL
<br />2 1/4" DETAIL
<br />STAGGERED @ 12" O.C. 3-1/4" DETAIL
<br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSrcc
<br />SCALE: N.T.S. III Ss
<br />1/4" MAX
<br />Z-13"
<br />SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK
<br />8d NAILS AT 8" O.C. AT BUCK
<br />(4) 1 Od NAILS INTO
<br />7/16" OSB 2 x 8 BRACE/ BLKG.
<br />INTO
<br />BLKG
<br />ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />POLY -CELL IN T�H�IS AREA
<br />(4) 1 Od 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
<br />SCALE: N.T.S.
<br />SECTION
<br />A -A
<br />8"
<br />7 / 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 DrAGONAL 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. 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 />EMBEDMENT INTOI�.)
<br />/4" MAX 2'-1 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 BTWN-,
<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 UPPLWD. BUCK-
<br />SCRIBE (NOTCH) BACKSID
<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) 11 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..
<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 1
<br />(TYP,)
<br />STD. 90 " ,
<br />HOOK
<br />+5 A
<br />NOTCH WEB AT
<br />FIRST 2 COURSI
<br />APACITY = 805 # FOR 1 STRAP
<br />= 1610 # FOR 2 STRAPS
<br />1 PLY PRE-ENGINEERED TRUSS
<br />SIMPSON HM9KT wl (4) 1/4"xl 1/2" SIDS
<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 4Y�" 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 />JACK TRUSS PROVIDED BY SEE 12
<br />TRUSS COMPANY OR PLAN
<br />2x6 #2 SYP @ 24" O.C.
<br />ROOF SHEATHING ATTACHED
<br />PER NAILING SCHEDULE LL
<br />(5) 12d NAILS SIMPSON
<br />2X6 TO 2X4 H2.5A w/ (10)
<br />8d NAILS
<br />r
<br />LN JACK TRUSS PROVIDED BY--/
<br />TRUSS COMPANY OR 2x4
<br />0or #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 000'
<br />WA CZVO H9 rr)KIT IKAAT(W TPH(ZQ r)PPTIA
<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 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) 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 W1
<br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />REIN FORCING 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 />... ..
<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 MAYBE INSTALLED IN ANY OPENING.
<br />FOR WIND SPEEDS UPTO 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
<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.
<br />OCCURS
<br />TOP WITH MIN. 3"
<br />COVER 6-10" F.F.
<br />I I 1=1 I 1=1 I F
<br />GRADE
<br />C14 3.�
<br />Cl)
<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 />A
<br />YP.)
<br />rHE
<br />�S
<br />I I1%IAnf"%E:0-rADI C IKIC'rAl I 'rInKI
<br />FILLED CELL INSTALLATION ( H
<br />SCALE: N.T.S. �"Ss
<br />'sEE 41,RCH FL41,41ANC
<br />P��-� `4(_� T R:� SS -'Itq;
<br />t4C 1 HIE! A�,
<br />! SU I F-F A'�
<br />_ � . -, C I AL
<br />N', I EDGE
<br />A L �0
<br />Rr='� G ",!Y&L L T)` PE --- T—
<br />RIFIR
<br />4' TR� Mi PAIINTED
<br />13,
<br />i N A I L loo 5 f I iAD
<br />�qA 0 It 24` 05,C,�,
<br />PER L�Z
<br />0�147 ED SOUD SOFFIlT
<br />2w
<br />7 2 SILCK'KAN:C� NAILIEC: TC1 TOP
<br />TE 2 BFL<'li,%
<br />N' A Nr`JLE`
<br />r�d 7i I"JER)l' OTHIF R II
<br />ML
<br />�w� 3- �21dll ljh,441L��_i,
<br />Egill-DER TO ',�ERWY/IPR11� D"w"IDE �3011F I T NIATERIAL SLPA,1`4 C�APACITIEZ: EASED
<br />I�')N! THI�_; DESIGN Al CLADDING
<br />IASTED 114 THE CIESIGN rRITERIA ON Sl SN,
<br />9,1 A] LIA�(HNIEI14 � A �TiALL (PER iq PEA All' � TA I FI ft �61544 R5 F11:1.
<br />F(YR SOFFIJ "I i
<br />A.PPR1-,'j11,AL) F C1 AtV41EL FASTENED T',D:
<br />EfdBEDME14T
<br />wl, 31l� Il3h C',A. 074,C1101IIIN STAPLES, la� 24"IVIAX� IN DIA14CINC,
<br />PA TTER�i
<br />I-
<br />SUE5 4,'A 3*14''x Ij4" 8Td%PU1_- !I��4 EACH 1_;R,0l_P/_
<br />STRUCTURAL SOFFIT
<br />ECALE "'A' - V' DE i, F,,L'-- R A_1_,MtNUlt,1 &"- �-FITSvfflTH SPA!14S
<br />S r* :L -, � 1,
<br />HE'V� 01z"I'232021 - 1'4", INSTAiLL N10 SP-A�� IBLO,'_XIN�G PEIR
<br />1HE ��_5'31FFH Fill PA,
<br />"REFER TO THE PRODUCT APPROVAL FOR, INSTALLATION DETAIL.S.1i
<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 />)(0 (2) 10d NAILS @ 8" O.C.
<br />TO TRUSS TOP CHORD
<br />+ +
<br />PLYWOOD SHEATHING
<br />+
<br />+ BLOCKING AS
<br />+ REQUIRED
<br />TO SUPPORT
<br />TRUSS + SOFFIT
<br />+
<br />+
<br />2X4 SYP L
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL
<br />SCHED.
<br />ENTER SOF��IT
<br />PRECAST LINTEL 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" C.C. SECTION@ ROOF EXTENSION K"M_�
<br />SCALE: 3/4" = V-0" 1112�
<br />QCM QWC:1=T r)) A
<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 6
<br />3" MIN. EDGE DISTANCE
<br />RETROFIT FOR M1%c
<br />MSTAM STRAP
<br />R('Al I
<br />z
<br />0
<br />W
<br />U_
<br />2"x BOT. PLATE W1 (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, FIELI
<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 />NOTE:
<br />LAP SHEATHING TO
<br />BOTTOM OF BAND
<br />SIMPSON HGAM 1 OKTA @ 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 />FILL 1 st 4 COURSES
<br />SOLID W/GROUT
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS.�
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
<br />HANGS LESS THAN 3/4" - NO REPAIR REQ'D.
<br />1 I -Off 5f-011
<br />t
<br />INISH FLOQR
<br />#5 BAR x
<br />CENTERED W/
<br />1 IN TOP
<br />KNOCKOUTI
<br />CHA R BLOCK
<br />MONO FOOT
<br />SIZE AND REINF. PER Pi
<br />AND SECTION DET z
<br />CLEAN FILL ;2
<br />DIRT
<br />A
<br />—STANDARD 9
<br />90' HOOK EN
<br />#5 BAR IN 7'
<br />FILLED CEL
<br />STEMWALL FOOTING SIZE AND
<br />REINF. PERLAN AND STEMWALL
<br />MONO TO STEMWALL FOOTING SECTION DETAILS
<br />SCALE: 3/4" = V-1)"
<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 />I j . EXISTING FOOTING
<br />RETROFIT FILLED CELL DETAIL
<br />SCALE: N.T.S.
<br />fl)X 44C..Lll IKI fl^Kl^
<br />1.�:j SAW CUT
<br />SECTION
<br />SCALE: N.T.S.
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