|
DOORJAMB (REFER-\ F_1x4 1/2" DRYWALL
<br />F
<br />DOOR JAMB (REFER
<br />1x4
<br />1/2" DRYWALL
<br />TO PRODUCT
<br />P.T.
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />APPROVAL FOR CONN.
<br />x4
<br />MFURRING
<br />1 x4 P.T.
<br />3/16"0 X 3" LONG
<br />F URRING
<br />3-1/4" LONG X3/16110
<br />TAPCONS
<br />TAPCON. INTO
<br />STAGGERED @ 16"
<br />1x8 P.T.
<br />BLOCK@ SPACING
<br />1"
<br />DETAIL
<br />O.C. 2-ROWS INTO
<br />PER MANUFACTURE
<br />MASONRYTHROUGH
<br />1-1/211 DETAIL
<br />1 x4 P.T. & 1 x8 P.T.
<br />3/16" x 3 -1/2"
<br />TADrr)r,l nn 1r11
<br />1x4 P.T.
<br />DOOR JAMB (REFER-\
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />O.C. & 4" FROM
<br />DOOR JAMB (REFER
<br />EACH END W1 MIN.
<br />TO PRODUCT
<br />2" EDGE DIST.
<br />APPROVAL FOR CON*N.
<br />(2) ROWS 3/16" x 3-1/2"
<br />WPTZ4
<br />TAPCON @ 16" O.C. &
<br />4" FROM EACH END w/
<br />)"st 0 T
<br />2x8 P.T.
<br />9 ,
<br />2x P.T. AS REQ'D
<br />MIN. 2" EDGE DIST.
<br />2x DETAIL
<br />2 1/4" DETAIL
<br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS
<br />SCALE: N.T.S.
<br />2x8 P.T. BUCK -CONNECT TO BLOCK
<br />W/ 1/4" x 3 1/47'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 A 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 />I
<br />SCRIBE (NOTCH) POLY -CELL IN THIS ARE7A
<br />Q
<br />BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8
<br />CONNECT W/ 8d NAILS 6d 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. �s
<br />INSTALL WDW. SCREW ANCHOR�
<br />INTO ARCH BLKG. PER
<br />INSTALLATION DETAILS
<br />1/4" MAX
<br />ir Z-13"
<br />SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK
<br />SECTION
<br />A -A
<br />1/4" x 3 1/4" TAPCONS
<br />DOOR JAMB (REFER
<br />1x4
<br />1/2" DRYWALL
<br />F
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />*4"!
<br />1 X 4
<br />(2) ROWS 3/16" x 3-1/2"'
<br />FURRING
<br />TAPCON @ 16" O.C. &
<br />2X8
<br />FROM EACH END w/ MIN.
<br />1X8
<br />2" EDGE DIST. ATTACH
<br />1 x8 w/ (2) ROWS 8d NALS
<br />3" DETAIL
<br />S I AGGERED @ 12" O.C.
<br />DOOR JAMB (REFER
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />1 X�41
<br />/2" D I
<br />1/2" DRYWALL
<br />2x8 P.T. w/ (2) ROWS 3/�l 6"
<br />x 3-1/2" TAPCON @ 16"
<br />1x4
<br />I
<br />O.C. & 4" FROM EACH
<br />FURRIN
<br />IST.
<br />END w/ MIN. 2" EDGE DIST.
<br />ATTACH SECOND PLY w/
<br />(2) ROWS 10dx3"
<br />2x8
<br />STAGGERED@ 12"O.C.
<br />1-11A11 ng:TA I I
<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) 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 (11 1/4" MIN B-B
<br />/4" MAX EMBEDMENT INTO 2'-0"
<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) 1 Od
<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 UP PLWD. BUCK-
<br />SCRIBE (NOTCH) BACKSID
<br />7/16" OSB ARCH PANEL
<br />TO FIT ARCH CONNECT W/
<br />8d NAILS
<br />x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />7""_'--2
<br />INSTALL WDW, SCREW_,__�F—
<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 />13-13
<br />ARCH DETAIL rK
<br />SCALE: N.T.S. SS
<br />PROVID 2x
<br />PROVIDE (2) MIN. CONT. I / (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 />FILL SOLID
<br />BOTH CELLS
<br />#5 REB,
<br />(TYP,)
<br />STD. 90'
<br />HOOK
<br />>
<br />JLU
<br />7L]Ir4l
<br />ru,7
<br />±5A
<br />NOTCH WEB AT
<br />FIRST 2 COURSI
<br />,APACITY = 805 # FOR 1 S I RAP
<br />= 1610 # FOR 2 STRAPS
<br />1 PLY PRE-ENGINEERED TRUSS
<br />SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS
<br />SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
<br />IS 2 PLY INSTALL SIMPSON LGT2 wl (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 />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 LL
<br />(5) 12d NAILS IMPSON
<br />2X6 TO 2X4 H2.5A w/ (10)
<br />8d NAILS
<br />7V
<br />___T_V
<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 />4" EXPANSION BOLT (2
<br />E)
<br />INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />9 ga. PANEL
<br />55,5:5�1P/E R A N C H 0 R)
<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 />6" MIN. LAP SPLICE W/
<br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />.14:
<br />REINFORCING PANEL
<br />SMOOTH. DO NO FURROW.
<br />F)
<br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />A.
<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 />NOTE:
<br />REMAIN FREE OF MORTAR.
<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 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 BY--/
<br />TRUSS COMPANY OR 2x4
<br />#2 SYP @ 24" O.C.
<br />4'-0" MAX SEE PLAN
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD
<br />SCREWS @ 16" O.C. MAX, OR IF MASONRY
<br />WALL USE (2) 1/4" X 3 112" TAPCONS AT 16"
<br />O.C.
<br />SECTION @ ENTRY
<br />SCALE: 3/4" = V-0"
<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" F.F.
<br />I L
<br />A
<br />GR DE
<br />C14
<br />M
<br />(2) #5 REBAR. MIN. 3"
<br />16" MIN. Of COVER EA. WAY
<br />SECTION AT DEEP MONO FOUNDATION
<br />SCALE: 3/4" = V-0"
<br />FILLED CELL PER
<br />FOUNDATION PLAN
<br />kR
<br />YP.)
<br />THE
<br />:S
<br />I IKIAnt%r_0TADI C IKICTAI I TInKI
<br />FILLED CELL INSTALLATION rH
<br />SCALE: N.T.S.
<br />c-,E-= ARCH FLAN AND
<br />PRE ENG TRLSS; IDE,
<br />SEE NOTE I BELCV,'
<br />2x SUE
<br />L I
<br />BRG WALL TYPE ALUM,
<br />PERPLAN
<br />1-314" F
<br />55 NAIL
<br />DIA (a
<br />�-A,-jFf�FD PER g
<br />N(,1TF,`P,FI0V1 CONT VENTED CR E
<br />CrDNT 2vA NAILED TI: L 2x BLOCKING NA I LE 0 TOf
<br />�'L A_',KIW_i wi 2-12d NAIL4, CHORD EVERY Q�HI:k HUS'
<br />vd 3-12d NAILS, -YP
<br />1. G.C..'DJ1LZ)--F?. TO VERIFYIPROVIDE&OFFIT MATERIAL SPAN CAPACIT _1 E
<br />ON I H= DI-1,03N PRFSSURES FOR ODMPONEN I,, AND CXV_1',I�
<br />LISTED IN THIF DESIGN CRITERJA ON SHEET SIN.
<br />2 FOR SOFFITAi TACHMENTATWAI I �-FR ALPHA Al 11P.1 ft; FL#IK-i4-'
<br />PRODUCT "PPROVAL) F CHANNEL FASTENED TD:
<br />CLIL! V,,, T NAIL.097" DIA
<br />il,'?.1"O.C. W1 SOO" I`XN. EMBEDMENT
<br />VV(DI".0 lh�(13) 16 GA. 3,A`x1,4'1_'R0WN STAPLES 24"MAX. 0 C,. IN
<br />PATTERN
<br />IA W 16 GA 1-4 y C;ROWN STAPI EACH GRO(
<br />STRUCTURAL SOFFIT
<br />SF01 E;CALE� 34'- I'-D* FC)R A_UMIINUM SOFFITS WIT—
<br />T-j?3 2021 VA' INFiTAJ I MID SPAN Bt0r:P 7�:_P
<br />THF �_)FFIT F; PA INSTALLATIC*,,�, I I
<br />'REFER TO THE PRODUCT APPROVAL FOA INSTALLATION DETAJILS.-
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />TRUSS AS SHOWN FOR O.H. UP TO Z-13"
<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 />+ + 7/y PLYWOOD SHEATHING
<br />+ BLOCKING AS
<br />+ REQUIRED
<br />TO SUPPORT
<br />TRUSS +
<br />+ SOFFIT
<br />2X4 SYP
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL
<br />SCHED.
<br />PRECAST LINTEL CENTER SOFFIT
<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
<br />SCALE: 3/4" = V-0"
<br />SIMPSON HTT4 wl (18) 1 Od 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 WE
<br />MSTAM STRAP
<br />RrA I P-1/4
<br />OCC OUCCT M AKIn
<br />z
<br />0
<br />U)
<br />LL
<br />0
<br />LU
<br />0
<br />U)
<br />2"x BOT, PLATE M (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 10d @ TRUSS VERT.
<br />WEB
<br />E -
<br />NOTE:
<br />t[BOT@
<br />LAP SHEATHING TO
<br />C TOM OF BAND
<br />JO
<br />JOIST TYPICAL
<br />Sil
<br />—SIMPSON HGAM10KTA @ 12" O.C.
<br />w/ (4) 1/4xl 1/2" SDS 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 />4:
<br />OVERHAN
<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 RECI'D.
<br />11-011 51-01'
<br />A
<br />Ii. 1 1.01, A 6
<br />.1 a, 0
<br />A:�INISH FLO(
<br />11-F
<br />#5 BAR
<br />CENTERED W1
<br />IN TOP
<br />KNOCKOUT/
<br />CHAIR BLOCK
<br />%
<br />MONO FOOTING
<br />SIZE AND REINF. PER PL . AN
<br />AND SECTION DETAILS
<br />CLEAN FILL
<br />DIRT
<br />NDARD 9
<br />�STA
<br />90r HOOK
<br />#5 BAR IN
<br />FILLED CELL,"
<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 ± 211)
<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 />r"Iw-f��Fvw�
<br />SAW CUT
<br />EXISTING FOOTING rA _'� SECTION
<br />11_�ji SCALE: N.T.S.
<br />RETROFIT FILLED CELL DETAIL
<br />SCALE: N.T.S.
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