|
1/4" MAX
<br />A SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK
<br />DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />TO PRODUCT P.T. TO PRODUCT
<br />APPROVAL FOR CONN. APPROVAL FOR CONN.
<br />1x4
<br />3-1/4" LONG X 3/16" I3 FURRING TAPCON3/16"0 X 3" LONG FURRING
<br />TAPCON, INTO STAGGERED
<br />BLOCK@ SPACING STAGGERED @ 16" lx8 P.T.
<br />PER MANUFACTURE 1 �T DETAIL O.C. 2-ROWS INTO
<br />MASONRY THROUGH 1-1 /2LL DETAIL
<br />1x4 P.T. & lx8 P.T.
<br />DOOR JAMB (REFER 1x4 114 Urc T MALL
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />1X4
<br />FURRING
<br />(2) ROWS 3/16" x 3-1/2"
<br />TAPCON @ 16" O.C. & 4" 2X8
<br />FROM EACH END w/ MIN. I 1X8
<br />2" EDGE DIST. ATTACH
<br />1x8 w/ (2) ROWS 8d NALS 3" DETAIL
<br />STAGGERED @ 12" O.C.
<br />3/16" x 3 -1/2"
<br />1x4 P.T.
<br />DOOR JAMB (REFER
<br />TAPCON 16"
<br />@
<br />TO PRODUCT
<br />O.C. & 4" FROM
<br />DOOR JAMB (REFER
<br />APPROVAL FOR CONN. lx4 1/2" DRYWALL
<br />DOOR JAMB (REFER EACH END W/ MIN.
<br />TO PRODUCT
<br />TO PRODUCT 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" 1x4
<br />O.C. & 4" FROM EACH
<br />TAPCON @ 16" O.C. &
<br />L
<br />END w/ MIN. 2" EDGE DIST. FURRIN
<br />4" FROM EACH END w/ 2x8 P.T.
<br />ATTACH SECOND PLY w/
<br />2x P.T. AS REQ'D
<br />MIN, 2" EDGE DIST.
<br />(2) ROWS 10dx3" 2x8
<br />I
<br />2 1/4LL DETAIL
<br />STAGGERED@12"O.C. 1_1/d" IiP:T,&ll
<br />4A DETA L
<br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS r
<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
<br />BRACE(S) (4) 10d NAILS INTO
<br />7/16" OSB 2 x 8 BRACE/ BLKG.
<br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA
<br />BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8
<br />CONNECT W/ 8d NAILS BRACE/ BLKG.
<br />INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<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" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
<br />ARCH DETAIL J
<br />SCALE: N.T.S. SS
<br />2'-0"
<br />SECTION
<br />A -A
<br />8"
<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 DIAAGONAL 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. RAID.
<br />2
<br />x 8 BUCK - CONNECT TO BLOCK SECTION
<br />WITH
<br />�t
<br />1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B
<br />�1/4" MAX EMBEDMENT INTO )
<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 />_
<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 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 SOL ID 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. RAD.
<br />PROPER INSTALLATION MAX. 8
<br />FILL SOLID
<br />BOTH CELLS
<br />#5 REB,
<br />(NPR)
<br />STD. 90'
<br />HOOK (1
<br />L
<br />VL]la
<br />z
<br />7/
<br />1�,L
<br />+5A
<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 /><
<br />SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS
<br />SCREWS & (5) 1/4" x 21/4" 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 4'/2' 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 ALL
<br />(5) 12d NAILS SIMPSON
<br />2X6 TO 2X4 H2.5A w/ (10)
<br />8d NAILS
<br />i
<br />JACK TRUSS PROVIDED BY---/
<br />TRUSS COMPANY OR 2x4
<br />00, #2 SYP @ 24" O.C.
<br />1100 4'-0" 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) 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. AI.L 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 />1/4" EXPANSION BOLT (2
<br />E) 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 />* 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 />REINFORCING 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 />SPLICE NOTE:
<br />REMAIN FREE OF MORTAR.
<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 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 4Y2' 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.
<br />TOP WITH MIN. 3"
<br />WHERE THIS CONDITION
<br />OCCURS
<br />COVER
<br />6-0" F.F.
<br />k ° I —III —III —III ; I I ICI I I
<br />II I II 11=�1
<br />° p.0
<br />Illlllllll�lr
<br />GRADE—
<br />n
<br />M
<br />z_
<br />N � •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 />THE
<br />:S
<br />I IKIA(`(`CDTARI C IAICTAI I TIOKI
<br />FILLED CELL INSTALLATION rH_'�
<br />--= APC-H PLAN AND
<br />SCALE: N.T.S.
<br />zx SUB FRS,�LA
<br />ALUM, DF-JP EDGE
<br />E :rG %�40ALL HYPE I-7—` - A UIV FASCIA
<br />P'E=: PLAN I - 1-3 TRIM PAINTED
<br />F :::H %NFI -4 ` SS NAIL wr 5115' HEAD
<br />AS T ENED PE:: I DIA Ia �" C)_C-
<br />NOTE 2 EEL""L°.'' I LC�LNT VENTED CR SOLIC, SOFFIT
<br />C("NT d.4 NAILE ; Tn Zy BL DCKING NAILED TO TOP
<br />H' (X< KING wv ;'-1: d N.,*,s I, ('Ht}-lI) F..VFPY OEHFR 1'RUSS
<br />12+5'FIAIL= T'YP. ('j
<br />G i- ' 511'L :E = TO / :'=nBF ✓ I R I E DFF;T ?.1HTEF.'IA! SPAN CAPACITIES EASc
<br />JN 1 DES0-,N F(_:k U- ' AP0NEN IS AND GLAUUIN:a
<br />flSTED IN THE DE l(-N CRITERIA ('4 SHEET SN
<br />Ft oR �FF?T ATTAC HMEINT f T , A,_L f �FR ALPHA $ SL I_iP:l iN(- F 11 R5 FL 1
<br />PR°10D&,-_T AP;:RO uAL, F Cl" LatNEL FASTENS- .0
<br />r_l%1L° •.,.' ` NAIL U 7" ZHA_ -d) 2:1" C� ,. ..1 N' EMBEDMENT
<br />I; I?; 16 GA { d"x I -A' C z :"4A.N STA LEES ,& 24" MAX 0, C IN DIA110Nl=,
<br />ATT1=R
<br />Sl!Ei FA :AA w 11 .A a x':i i:Ri?',7N `; API = is -A.::H R00VF
<br />STRUCTURAL. SOFFIT
<br />^_.ALE ''- I F 7R A I'MIN 111 SOFFITS WITH S °ANS
<br />1 ; !N,TA" I fc 1I ,=7AN Hs =, k I i(; PFR
<br />THE - -.-)-F ' F; PA I"J1-,TA!_1_ATi._)N .,RITFR A
<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 2'-6"
<br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
<br />Jr (2) 10d NAILS @ 8" O.C.
<br />O�ERygN TO TRUSS TOP CHORD
<br />+ + Gry PLYWOOD SHEATHING
<br />++
<br />+ + BLOCKING AS
<br />+ REQUIRED
<br />TO SUPPORT
<br />TRUSS + SOFFIT
<br />+ +
<br />2X4 SYP d
<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. FOR OVER HANG
<br />W/J-CHANNEL SECURED (MAX. 4'41)
<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" = 1'-0" SS
<br />SIMPSON HTT4 w/ (18) 10d x 1 CFF CHFFT rl7 AAlll
<br />1/2" NAILS TO STUDS & (1) -
<br />5/8" DIA. ALL THREAD ROD
<br />EPDXIED w/ SIMPSON "SET"
<br />EPDXY MIN. 6" EMBEDMENT E
<br />3" MIN. EDGE DISTANCE
<br />RETROFIT FOR MIS
<br />MSTAM STRAP
<br />SrAI P. l/d
<br />z
<br />0
<br />LL
<br />0
<br />w
<br />U
<br />U
<br />cn
<br />2N BOT. PLATE W/ (2) 10d @ 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 />lm
<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 />Sam
<br />summ'
<br />tETTE:
<br />P SHEATHING TO
<br />TTOM OF BAND
<br />IST TYPICAL
<br />MPSON HGAM1OKTA @ 12" O.C.
<br />w/ (4) 1/4x1 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 SCALE: N.T.S.
<br />FILL 1st 4 COURSES
<br />SOLID W/GROUT
<br />a
<br />1
<br />a
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS.
<br />a'
<br />OVERHAN
<br /><t,
<br />• a..
<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'-011 5'-011
<br />INISH FLOQR
<br />°
<br />°
<br />a D ° #5 BAR
<br />" 10° p a
<br />p o ° . CENTERED Wl g
<br />o ° 9 H IN TOP c
<br />KNOCKOUT/ N
<br />° CHAIR BLOCK
<br />AIM,
<br />MONO FOOTING _ D
<br />SIZE AND REINF. PER PLAN
<br />°
<br />AND SECTION DETAILS -I
<br />CLEAN FILL I °
<br />DIRT z
<br />STANDARD o
<br />0 9(f HOOK N
<br />#5 BAR IN
<br />FILLED CELL
<br />o
<br />Ap
<br />STEMWALL FOOTING SIZE AND
<br />MONO TO STEMWALL FOOTING REINF. AND STE AL
<br />SECTIONN DDETAETAILS
<br />SCALE: 3/4" = V-0" K
<br />)TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC
<br />DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
<br />EXISTING BOND BEAM.
<br />Virtual Review Assist, inc-
<br />DRILL 3/4"x5" MIN. HOLE SET BAR IN plans Review completed and app
<br />(lance with the, 2�20 FBC 7'
<br />EPDXY CAP TO PREVENT LEAKAGE for comp i hhr ibC 71
<br />by Debra Anne
<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 />EXISTING FOOTING
<br />RETROFIT FILLED CELL DETAIL
<br />(2) #5x6' IN CONC.
<br />FILLED CELL
<br />4" SAW CUT
<br />A SECTION
<br />j SCALE: N.T.S.
<br />SCALE: N.T.S.
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<br />DETAILS—RETRO FIT
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