|
112" DRYWALL
<br />1 x4 1/2" DRYWALL DOOR JAMB (REFER 1x4
<br />DOOR JAMB (REFER-\ F P.T TO PRODUCT
<br />TO PRODUCT F
<br />APPROVAL FOR CONN. APPROVAL FOR CONN.
<br />x4
<br />x4 P.T.
<br />3/16"0 X 3" LONG FURRING
<br />3-1/4" LONG X 3116"0 FURRING
<br />TAPCONS
<br />TAPCON. INTO
<br />STAGGERED @ 16"
<br />1 x8 P.T.
<br />BLOCK@ SPACING O.C. 2-ROWS INTO
<br />PER MANUFACTURE 1" DETAIL
<br />MASONRYTHROUGH 1-1/211 DETAIL
<br />1 x4 P.T. & 1 x8 P.T.
<br />DOOR JAMB (REFER 1x4 I 1Z UM T VVMLL
<br />TO PRODUCT
<br />APPROVAL FOR CON
<br />X 4
<br />FURRING
<br />(2) ROWS 3/16" x 3-1/
<br />TAPCON @ 16" O.C. 4" 2X8
<br />FROM EACH END w/ IN. 1X8
<br />2" EDGE DIST. ATTACH
<br />1x8 w/ (2) ROWS 8d NALS
<br />O.C. 3" DETAIL
<br />STAGGERED @12
<br />N
<br />&
<br />M
<br />3/16" x 3 -112"
<br />1x4 P.T.
<br />DOOR JAMB (REFER
<br />TAF-CON @ 16"
<br />TO PRODUCT
<br />O.C. & 4" FROM
<br />DOOR JAMB (REFER
<br />1/2" DI
<br />N. 1x4 1/2" DRYWALL
<br />APPROVAL FOR CONN 1x4
<br />DOOR JAMB (REFER EACH END W/ MIN
<br />TO PRODUCT
<br />F
<br />2" EDGE DIST.
<br />TO PRODUCT
<br />,*2" EDGE DI.S1
<br />APPROVAL FOR CONN.
<br />3 6".
<br />2x8 P.T. wl (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 />O.C. & 4" FROM EACH
<br />TAPCON @ 16" O.C. &
<br />L
<br />END w/ MIN. 2" EDGE DIST. FURRII
<br />DIST
<br />4" FROM EACH END w/ 2x8 P.T.
<br />w/
<br />ATTACH SECOND PLY w/
<br />P T A(.., r� r
<br />2x P.T. AS REQ'D
<br />MIN. 2" EDGE DIST.
<br />(2) ROWS 10dx3" 2x8
<br />"
<br />STAGGERED @ 12" O.C. 'I- I lAll nPT,& I I
<br />2x DETAIL 2
<br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSrcc
<br />SCALE: N.T.S. SS
<br />1/4" MAX
<br />Ir
<br />SOLID BLKG. AT TOP BT`VVN.
<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 BILK.)
<br />1 X4 FURRING
<br />BLOCK HEADER
<br />1/2" DRYWALL
<br />8d NAILS AT 8" O.C. AT BUCK
<br />2 x 8 45" DIAGONAL (4)lOdNAILSINTO
<br />BRACE(S) 2 x 8 BRACE/ BLKG.
<br />7/16" OSB
<br />CUT HOLE IN O.S.B. FOR
<br />BUILT UP PLWD. BUCK ARCH PANEL
<br />POLY -CELL IN THIS AREA
<br />SCRIBE (NOTCH)
<br />BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8
<br />CONNECT W/ 8d NAILS BRACE/BLKG.
<br />\\\-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />INSTALL WDW. SCREW ANCHOR -
<br />ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
<br />INTO ARCH BLKG. PER
<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 ri
<br />SCALE: N.T.S.
<br />�, �S
<br />A
<br />Z-O"
<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 />TO BE INSTALLED
<br />INSIDE TO ALLOW FOR INSULATION
<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. 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 />EMBEDMENT INTO
<br />/4" MAX 2-4- 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) 1 Od
<br />, 1-1�
<br />NAILS AT EA. END ____F
<br />PROVIDE 2 x 8 DIAG. BRACE BT`W4,
<br />VERT. BRACES WHEN HGT. OF
<br />FON
<br />BRACE EXCEEDS 24"
<br />B
<br />LEAVE A CUT OUT IN O.S.B. ON TI
<br />TI
<br />2 x 8 VERT. BRACE(S)
<br />ATW&IM
<br />INSIDE TO ALLOW FOR INSULATION
<br />TO BE INSTALLED
<br />BUILT UP PLWD. BUCK
<br />SCRIBE (NOTCH) BACKSIDE
<br />7/16" OSI3 ARCH PANEL
<br />TO FIT ARCH CONNECT W1
<br />8d NAILS
<br />"`2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />INSTALL VVDW, 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 />ARCH DETAIL rK
<br />SCALE: N.T.S.
<br />1\ �S
<br />.13-13
<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 />MAX. 8"
<br />PROPER INSTALLATION
<br />L
<br />#5 REE
<br />(TYPj
<br />STD. 90'
<br />FILL SOLID
<br />HOOK
<br />BOTH CELLS
<br />E719
<br />NOTCH WEB AT
<br />±5'-
<br />FIRST 2 COURSI
<br />UPLIFT CAPACITY = 805 # FOR 1 STRAP
<br />= 1610 # FOR 2 STRAPS
<br />1 PLY PRE-ENGINEERED TRUSS
<br />SIMPSON HM9KT w/ (4) 1/4"xl 112" SDS
<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) wl
<br />MIN. 4" EMBEDMENT AT 16" O.C.
<br />12
<br />JACK TRUSS PROVIDED BY
<br />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
<br />2X6 TO 2X4
<br />"'It- A
<br />,HE
<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 'IS" 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) 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 />.74
<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) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />-
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />�_ `� -,.% - I - ., �t::_ 7. � �
<br />6" MIN. LAP
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />SPLICE
<br />NOTE:
<br />REMAIN FREE OF MORTAR.
<br />SEE GLASS BLOCK INSTALLATION NOTES.
<br />H) 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) 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 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 />SIMPSON
<br />8d NAILS
<br />H2.5A w/ (10)
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<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"
<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 />- OCCURS
<br />TOP WITH MIN. 3" -
<br />COVER -
<br />6
<br />r F.F.
<br />X�
<br />E�E EEI I FEI I lEd 11-9. 1 F
<br />C, I A 1E1 I 1E1 I lEd I 1E1 I F,
<br />Ed I 1Ej I FE1 I P:
<br />IE]
<br />IEd I kHl I I
<br />-Li Vu 1=
<br />GRADE
<br />N 7
<br />C14
<br />Cl)
<br />C'4
<br />I> _'_�(2)#5 REBAR. MIN. 3"
<br />X� N
<br />16" MIN. COVER EA. WAY
<br />or
<br />SECTION AT DEEP MONO FOUNDATION
<br />SCALE: 3/4" V-0"
<br />FILLED CELL PER
<br />FOUNDATION PLAN
<br />R
<br />YP.)
<br />THE
<br />:S
<br />I IkIAnt%E:0-rAD1 C: IKIC-17AI I 71nKI
<br />FILLED CELL INSTALLATION H
<br />SCALE: N.T.S.
<br />SS
<br />AR;-_',H PLAN AND
<br />PkI
<br />�,IJB FA`
<br />ALUM DRIP EDGE
<br />ALU V F A%
<br />1- P t N 1 1 3,'4' 7r�INI PAIINTE-_"
<br />E V,1,�LL F E
<br />1- -4
<br />A 1, 0)
<br />%1_',7F RF UD 1FFIT
<br />PL --ic K IN'G. h4 LE 7-� -1P
<br />F,'FP- ��)THF� 7Pi-
<br />L_ '-z T(I r.1ATER1.4; _'_kPAN C'APACITIE::�; BA' 7F_
<br />)N L)Lt', N P, EN AN LI U_Ar_'-DINf_;
<br />`�,T;_:: D I N THE _IE r'R -E7.,, 14, C N SHEET SN
<br />4T'.%A� L t-�7k �L� HI!- bLl��l Ni: F 1 4 �F L
<br />],) 24" 1(,IE,1E4,'E:NT
<br />IN DIAJOOND
<br />4TTE Rr�
<br />STRUCTURAL SOFFIT
<br />-:A
<br />S
<br />_E '2 FDR Sr;FF�TS �VITH S7,ANS
<br />1' 4', N�-,'l 4�LL r-.11E�- AN BI-C,( KIN(i PER
<br />- I
<br />f H�- --:)F+1 T F- PA N�; I,'; I A T�I)N �:PITFP!iA
<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 Z-16"
<br />DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
<br />(2) 1 Od NAILS @ 8" O.C.
<br />0
<br />TO TRUSS TOP CHORD
<br />+
<br />+ (37)y
<br />+ PLYWOOD SHEATHING
<br />+ t
<br />+ +
<br />+
<br />+
<br />+ BLOCKING AS
<br />REQUIRED
<br />TO SUPPORT
<br />Z 4z�
<br />TRUSS + SOFFIT
<br />+ +
<br />2X4 SYP +
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL
<br />SCHED.
<br />ce
<br />PRECAST LINTEL
<br />N
<br />% SEE ELEVATION
<br />2X2 #2 P.T. MIN.
<br />FOR OVER HANG
<br />W/J-CHANNEL SECURED
<br />-(MAX. 4'-0")
<br />@24" O.C. FASTENED TO
<br />__--N-'
<br />CMU W/ 3" LONG T-NAILS @
<br />24" O.C.
<br />SECTION @ ROOF EXTENSION
<br />SCALE: 3/4" V-0"
<br />SIMPSON HTT4 w/ (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 Ml%r-.
<br />MSTAM STRAP
<br />—
<br />.qr.Al F- 1/4
<br />z
<br />0
<br />U)
<br /><
<br />0
<br />LU
<br />LL
<br />U)
<br />2N BOT. PLATE W/ (2) 1 Od @ 6" O.C.
<br />3/4" PLYWOOD DECKING GLUED —
<br />AND NAILED W1 8d COMMON @
<br />6"O.C. EDGES AND 12"O.C. FIELD
<br />ATTACHED WALL SHEATHING TO
<br />2X BOTTOM PLATE W1 8d @ 4
<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 />wl (4) 1/41 112" SDS SCREWS
<br />INTO BAND JOIST & (4) 1/4"x2 3/4"
<br />TITEN INTO K.O. BLOCK
<br />V_
<br />RETROFIT FOR MISSING EMBEDDED STRAP
<br />SCALE: N.T.S.
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO
<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 />OVERHANG
<br />RETROFIT WALL OVERHANG DETAIL (NTS
<br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
<br />�EFOR OVERHANGS LESS THAN 314"- NO REPAIR REQ'D.
<br />F
<br />11-011 51-011
<br />INISH FLOq3
<br />4>
<br />__--#5 BAR
<br />CENTERED W/
<br />IN TOP
<br />C?
<br />-- KNOCKOUT/ N
<br />. 0
<br />CHAIR BLOCK
<br />Eo
<br />I I %
<br />MONO FOOTING
<br />-
<br />SIZE AND REINF. PER PLAN .1 1 1 . E
<br />AND SECTION DETAILS 11 -7 / ' - - �v .
<br />17, Z/
<br />I -
<br />t
<br />CLEAN FI ;2 t>
<br />-
<br />DIRT
<br />LL A -STANDARD
<br />9(T HOOK
<br />#5 BAR IN
<br />FILLED CEL
<br />Sk
<br />STEMWALL FOOTING SIZE AND
<br />REINF. PERLAN AND STEMWALL
<br />MONO TO STEMWALL FOOTING
<br />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 />EXISTING FOOTING
<br />RETROFIT FILLED CELL DETAIL
<br />Ink _�l
<br />SAW CUT
<br />N
<br />LE: N.T.S.
<br />SCALE: N.T.S. OCT 1 2U2
<br />V
<br />Virtual Review Assist, Inc.
<br />Plans Review completed and approvee,
<br />,iticn
<br />lur compliance with the 2020 F8C 71h Ee
<br />bV Debra Anne Ktahr PX2300
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<br />LAST PLOT
<br />DATE
<br />>
<br />May. 2, 22
<br />0
<br />STRUCTURAL
<br />DETAILS—RETRO FIT
<br />
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