|
2x8 P.T. BUCK -CONNECT TO BLOCP
<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 />112" DRYWALL
<br />2 x 8 45A 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 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
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />DOOR JAMB (REFE;fiE
<br />"RYWALL
<br />TO PRODUCT
<br />APPROVAL FOR C
<br />x4
<br />3/16" 0 X 3" LONG FURRING
<br />TAPCONS
<br />STAGGERED @ 16" L-1x8 P.T.
<br />O.C. 2-ROWS INTO
<br />MASONRY THROUGH 1-1 /2" DETAIL
<br />1x4 P.T. & 1x8 P.T.
<br />3/16" x 3 -1/2"
<br />TAPCON @ 16"
<br />1x4 P.T.
<br />O.C. & 4" FROM
<br />DOOR JAMB (REFER
<br />EACH END W/ MIN
<br />TO PRODUCT
<br />2" EDGE DIST.
<br />APPROVAL FOR CONN.
<br />(2) ROWS 3/16" x 3-1/2"
<br />TAPCON @ 16" O.C. &
<br />4" FROM EACH END w/ 2x8 P.T.
<br />2x P.T. AS REQ'D
<br />MIN. 2" EDGE DIST.
<br />2x DETAIL
<br />2 1/4" DETAIL
<br />DOOR JAMB (REFER
<br />1x4
<br />1/2" DRYWAL
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />*\_1X4
<br />FURRIN
<br />(2) ROWS 3/16" x 3-1/2"
<br />TAPCON @ 16" O.C. & 4"
<br />2X8
<br />FROM EACH END w/ MIN.
<br />1X8
<br />2" EDGE DIST. ATTACH
<br />1x8 w/ (2) ROWS 8d NALS
<br />3" DETAIL
<br />STAGGERED @ 12" O.C.
<br />DOOR JAMB (REFER
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />1x4
<br />112" DRYWALL
<br />2x8 P.T. w/ (2) ROWS 3/16"
<br />x 3-1/2" TAPCON @ 16"
<br />1x4
<br />O.C. & 4" FROM EACH
<br />FURRII
<br />END w/ MIN. 2" EDGE DIST.
<br />ATTACH SECOND PLY w/
<br />(2) ROWS 1063"
<br />2x8
<br />STAGGERED @ 12" O.C.
<br />'1-1/d" flt=TA
<br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC
<br />SCALE: N.T.S. SS
<br />1/4" MAX 2'-0"
<br />n SOLID BLKG. AT TCP BTWN.
<br />ARCH BLKG. & BUCK
<br />8d NAILS AT 8" O.C. AT BUCK
<br />(4) 10d NAILS INTO
<br />2 x 8 BRACE/BLKG.
<br />7/16" OSB
<br />ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />POLY -CELL IN THIS 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) 1 Od NAILS THRU I INTO 2 x 8
<br />A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU
<br />1-1/2" THIS. 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 />1/4" x 31/4" 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) 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 />�1/4" MAX EMBEDMENT INTO \K)
<br />it 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 />_
<br />NAILS AT EA. END
<br />PROVIDE 2 x 8 DIAG. BRACE BT
<br />VERT. BRACES WHEN HGT. OF
<br />BRACE EXCEEDS 24"
<br />LEAVE A CUT OUT IN O.S.B. ON TI
<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" 1 ARCH PANEL
<br />TO FIT ARCH CONNECT W/
<br />1,7
<br />8d NAILS
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />INSTALL WOW, 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. RAD.
<br />PROPER INSTALLATION MAX. 8"
<br />FILL SOLID
<br />BOTH CELLS
<br />#5 REBj
<br />(TYP,)
<br />STD. 90'
<br />HOOK (1
<br />±5"
<br />NOTCH WEB AT
<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"x1 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 41/," 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 />JACK TRUSS PROVIDED BY-J
<br />TRUSS COMPANY OR 2x4
<br />000, #2 SYP @ 24" O.C.
<br />4'1 MAX SEE PLAN
<br />2X4 SYP #2 CONT (MATCH TRUSS DEPTH
<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 NUT
<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 />6" MIN. LAP SPLICE W/
<br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />A'' '
<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 />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 />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 />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 KT�
<br />SCALE: 3/4" = 1'-0" �,S_S_")
<br />FILLED CELL PER
<br />FOUNDATION PLAN
<br />A
<br />YP.)
<br />THE
<br />:S
<br />L , I I 1 _ Y — - . . 1 - —
<br />I IAIA(`0C:0TARI C IAICTAI I TInK1
<br />FILLED CELL INSTALLATION I H
<br />SCALE: N.T.S. C+
<br />SEE ARCH PLAN AND
<br />PPIF: Tlta l rttJRS {�ESIC;N
<br />;'x SUB FASCIA
<br />r;LLI , GRIP EDGE
<br />- ALUM FASCIA
<br />E � �� � L L � I"� -1--- ,
<br />G FI Pi AN I - 1 T Irvl PAINTED
<br />I I `I NAiL w/ 511 EAI-)
<br />F C .HANNFI_i -1.__ -
<br />ra�I DIA (d 2; 0 t;
<br />L4 �
<br />�u'1TF 2 BFLCP'Q" I �_,:.r1T :'EN`CE: SOFFIT
<br />CONT2x4 NAILED x E'L_IC'r;INC.Ij:: ;LEE T.If
<br />H1 OCKIN4i ,ii ."_ 1 �'11 NAI[ H -.:I: F''Jcl r _i ; I-- N -
<br />1 C 1 LII_,ILDEF:TI'.DVE ;IF';' ;�F•:_ :1-D-L ',1uTERI, L A:3ED
<br />ON THE DES1P; I PRF " IFkt2 SPEc.9FIECi'F+ k :_";L'',EIUING
<br />LISTED IN THE DESIIC11 rPITERIA ON SHEET SN
<br />1 cy I "M'.''All I pP'I`P r^I I. H,P'., A 1 t?',1 Nc F1 4 1+-, ,-14 6i`1 FL.
<br />F(,1F S4,iFFIIT A IT1A(.HNiI
<br />PFODC i(.T AF`FR Yv'AL) F tvd VANNEL , A'5TErNI D
<br />11,111 "'; T NI" DIA. 1@ 24 i +.C. vo 5111 EMBEDMENT
<br />1t^ 114, ?1r:1'xI+I1" i" Fr_)4"w/N .STAPLFS 1@ 2X' k`1AX- O-try- IN DIAhi
<br />TEl r,
<br />i :�l_1Li Fil`,L_.I `� alv, 1 -4 ;� 1,4 1_:h _r 1
<br />�+ STRUCTURAL SOFFIT
<br />L J F � I E a 1 1- 1.. F i FircL1. r iFITS; INITH =SANS
<br />I F. 1 119,;^;' . I, ',1 1' 4 1'14: , I r . L,I . ; - i hi , ,::KING Pf- k'
<br />THE S()FF1 f FL PA iNSTALLA i uC 1N C;RITFPI,^
<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-6"
<br />DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
<br />k (2) 10d NAILS @ 8" O.C.
<br />O�ERygN TO TRUSS TOP CHORD
<br />+ + <FNGTy PLYWOOD SHEATHING
<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"
<br />F.F.
<br />I IH HI III HI
<br />1fT-1 I I�_I I i—
<br />D
<br />D III_III—III
<br />=11 i-
<br />GRADE P o D I I ICI I I-
<br />p
<br />M G .
<br />z \'
<br />CV � • D
<br />n'
<br />\ p D
<br />(2) #5 RE BAR. MIN. 3"
<br />16" MIN. Of COVER EA. WAY
<br />SECTION AT DEEP MONO FOUNDATION
<br />SCALE: 3/4" = V-0"
<br />BLOCKING AS
<br />REQUIRED
<br />TO SUPPORT
<br />TRUSS
<br />I+
<br />SOFFIT
<br />+
<br />2X4 SYP
<br />..
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL
<br />SCHED.
<br />ENTER SO IT
<br />PRECAST LINTEL
<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 />CMU W/ 3" LONG T-NAILS @
<br />24" O.C.
<br />SECTION @ ROOF EXTENSION
<br />M
<br />SCALE: 3/4" = V-0°
<br />SS
<br />1i (i r)7 A AI II
<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 MIE
<br />MSTAM STRAP
<br />R I F-3/4
<br />cr
<br />z
<br />O
<br />U)
<br />Q
<br />U_
<br />O
<br />w
<br />M
<br />a
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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 1Od
<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 />r '
<br />SIMPSON HGAM10KTA @ 12" O.C.
<br />w/ (4) 1/41 1/2" SDS SCREWS
<br />INTO BAND JOIST & (4) 1/13/4"
<br />TITEN INTO K.O. BLOCK
<br />RETROFIT FOR MISSING EMBEDDED STRAP
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
<br />FILL 1st 4 COURSES
<br />SOLID W/GROUT
<br />4
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CONTACT ENGINEER Or' RECORD FOR
<br />FURTHER INSTRUCTIONS.
<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 REQ'D.
<br />1'-0" 5'-011
<br />INISH FLOQR
<br />'D ° 4>
<br />#5 BAR
<br />CENTERED W/
<br />D ° s H IN TOP o
<br />KNOCKOUT/ N
<br />CHAIR BLOCK
<br />MONO FOOTING_ —I I D
<br />SIZE AND REINF. PER PLAN III— •D. D p
<br />AND SECTION DETAILS —I
<br />CLEAN FILL
<br />DIRT 211D Z
<br />p ° STANDARD o
<br />0 90' HOOK N
<br />#5 BAR IN
<br />FILLED CELL
<br />° V °n
<br />STEMWALL FOOTING SIZE AND
<br />MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL
<br />SECTION DETAILS
<br />SCALE: 3/4" = V-0"
<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"1 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.
<br />MAR 0 4 2023
<br />VR/\
<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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<br />STRUCTURAL
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