|
1x4 1!2" CRYWALL DOOR JAMB (REFER
<br />DOOR JAMB (REFER � 1x4 �1,2" DRYWALL
<br />J_
<br />TO PRODUCT P.T. TO PRODUCT
<br />APPROVAL FOR CONN. APPROVAL FOR CONN.
<br />1x4 P.T. 1x4
<br />3-1/4" LONG X 3/16" 03 FTAPCONS
<br />J X 3" LONG FURRING
<br />TAPCONS
<br />TAPCON. INTO STAGGERED @ 16 1x8 P.T.
<br />BLOCK@ SPACING "DETAIL 2-ROWS INTO
<br />PER MANUFACTURE 1 DETAIL MASONRYTHROUGH
<br />1 x4 P.T. & 1 x8 P.T. 1-1 /2n DETAIL
<br />3/16" x 3 -1/2"
<br />DOOR JAMB (REFER
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<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 />W
<br />TAPCON @ 16" O.C. &
<br />4" FROM EACH END w/ 2x8 P.T.
<br />..Q'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 ow SECTION
<br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A
<br />EMBEDMENT INTO BILK.) 1/4" MAX
<br />e 2'-0" 8"
<br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN.
<br />BLOCK HEADER ARCH BLKG. & BUCK
<br />1/2" DRYWALL
<br />8d NAILS AT 8" O.C. AT BUCK
<br />2 x 8 45A DIAGONAL (4) 10d NAILS INTO
<br />BRACE(S) 2 x 8 BRACE/ BLKG. '
<br />7/16" OSB
<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 />1/4" x 3 1/4" TAPCONS
<br />DOOR JAMB (REFER
<br />1x4
<br />F/Z UR T VV/iLL
<br />TO PRODUCT
<br />APPROVAL FOR CON*4"2X8
<br />1 X 4
<br />FURRING
<br />(2) ROWS 3/16" x 3-1/2
<br />TAPCON @ 16" O.C. &FROM
<br />EACH END w/ M.8
<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 />1/2" 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 />FURRING
<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_1 /d" nPTA 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 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 />2'-0" 8"
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />1 X 4 FURRING
<br />N,
<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 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 SOLID 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 rK
<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 />#5 REBj
<br />(TYP,)
<br />STD. 90'
<br />FILL SOLID
<br />HOOK (1
<br />BOTH CELLS
<br />/_7
<br />7L
<br />NOTCH WEB AT
<br />±5A
<br />FIRST 2 COURSI
<br />1APACITY = 805 # FOR 1 STRAP
<br />= 1610 # FOR 2 STRAPS
<br />1 PLY PRE-ENGINEERED TRUSS
<br />SIMPSON HM9KT w/ (4) 1/4"x1 1/2" 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) 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 />#2 SYP @ 24" O.C.
<br />4'-0" MAX SEE PLAN
<br />2X4 SYP 1'2 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 />I
<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 />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 />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)
<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 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 SEAL;NG.
<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 MAYBE 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'Yz" WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />WALL USE (2) 114" X 3 1/2" TAPCONS AT 16"
<br />O.C.
<br />SECTION @ ENTRY L
<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 />(1) #5 BARS CONT. WHERE THIS CONDITION
<br />TOP WITH MIN. 3" OCCURS
<br />COVER 6-0" I F.F.
<br />=1 11=1 11=1 11=1 11=1 15
<br />-1 I I-1 I I-1 I I ;III I I I
<br />g I-1 11-1 I I-11I P
<br />D —
<br />o III -III -III
<br />I -III -III=
<br />1-1 11-1 I
<br />GRADE,1I-
<br />I 11„� 11-
<br />°
<br />M p
<br />z_
<br />T p
<br />(2) #5 REBAR. MIN. 3"
<br />16" MIN. of COVER EA. WAY
<br />SECTION AT DEEP MONO FOUNDATION
<br />SCALE: 3/4" = 1'-0"
<br />FILLED CELL PER
<br />FOUNDATION PLAN
<br />n
<br />YP.)
<br />THE
<br />:S
<br />FILLED CELL INSTALLATION H
<br />SCALE: N.T.S. S c
<br />v
<br />SEE ARC>i i LIki-N AND
<br />PRIG '~-N 1 R0J` 11- mIc:1N
<br />SEE Ns
<br />1
<br />E ..G"1III"ni"ALL TIP'=
<br />q _ SS mL - -
<br />-.
<br />LDIA is
<br />FA ,T'E.NED, FEE,I
<br />I^^Tt i'TF ° RE : I r r7NT VENTED
<br />C F , 1F_ T.
<br />T 3r,IT 2(4 NAILED E t_ ' ___,,,,e� �` C�-INS � t1,�, I �.0 _ 3v"� i�.. I �:
<br />$.sJR-D£ 'aEPLY ITHER -s 1,..Y
<br />, 1 si D,JILDERT_ FIT N ATERI. L SP', , _-A.FACI T I- . r
<br />rti fHE LPE151(iN FIH!-" `-S{ rr.ESFE=.•=I� IE"-I f- H -071F`t-=I"}E`1T8 AI) ts,.
<br />T LII TIED III HE DES1C= I$J9 d_ PhERIA ON SHEET SN
<br />Ft )R (iFF= T A TACht'io1E=SIT T Vio' ('FIR AI_.!P1HPi A.+ t INI :INN F1L.4 Iraia,.
<br />;Ok It T Fes! ELF F II NI IEL F NE 1 TI /.
<br />T?w11_ , T IL .0'-1 ' LhA-1,D 24" s IN EIsI EDI^?Ei°IT
<br />- V<11 1111 16. i_A,. -` 'T;, sT.
<br />P'TLTTITRN
<br />St+b Ft;, IA we' 16GA_ 3,14"xT/4 F-,0j4t1 °S_TAFFLE IPEACH GR0 \ _
<br />� � STRUCTURAL
<br />ALAS^ dFFITF I TE WI-- ..
<br />'E'� 1 .3 s_"3- g4J.r.1 If ._ 1N ,T t
<br />THE t HF0 FL PA ]N`-STALLfiffl,0'..
<br />'REFER TO THE PRODUCT APPROVAL FOR INSTALLA71ON DIET -'.I_S.
<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 />X (2) 10d NAILS @ 8" O.C.
<br />Ot,FRyq TO TRUSS TOP CHORD
<br />+ N �
<br />+ + FyGTy PLYWOOD SHEATHING
<br />++
<br />+ BLOCKING AS
<br />+ REQUIRED
<br />TO SUPPORT
<br />TRUSS + SOFFIT
<br />+ +
<br />2X4 SYP L RI
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL
<br />SCHED.
<br />PRECAST LINTEL
<br />Nrl
<br />SEE ELEVATION
<br />2X2 #2 P.T. MIN.
<br />FOR OVER HANG
<br />W/J-CHANNEL SECURED
<br />@24" O.C. FASTENED TO
<br />(MAX. 4'-0")
<br />CMU W/ 3" LONG T-NAILS @
<br />24" O.C.
<br />SECTION @ ROOF EXTENSION M
<br />SCALE: 3/4" = V-0"
<br />SS
<br />SIMPSON HTT4 w/ (18) 10d 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 MIS
<br />MSTAM STRAP
<br />.q(:AI F• '1/d
<br />QF=F cuGGT n7 ANin
<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 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 />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 1st 4 COURSES
<br />a. . SOLID W/GROUT
<br />°
<br />FOR OVERHANGS BETWEEN OVER 1 1/2' �J
<br />CONTACT ENGINEER OF RECORD FOR F6
<br />023
<br />/?A,
<br />FURTHER INSTRUCTIONS.
<br />OVERHAN 'r11ja1 Revise Assist, Inc.
<br />" 'latls Re '-aw completed and appro
<br />to compliance with the 2020 FBC 7tb
<br />by/ Debra Ann. Kltahr PX2300
<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 />i INISH FLO
<br />> 6 p Its,
<br />° .. #5 BAR
<br />CENTERED W/
<br />�9HIN TOP o
<br />_ KNOCKOUT/ N
<br />CHAIR BLOCK
<br />MONO FOOTING _ D
<br />SIZE AND REINF. PER PLAN
<br />AND SECTION DETAILS
<br />I o
<br />CLEAN FILL
<br />DIRT z
<br />° STANDARD o
<br />0 90` HOOK N
<br />#5 BAR IN
<br />FILLED CELL a"
<br />STEMWALL FOOTING SIZE AND
<br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL
<br />SECTIONN DDETAETAILS
<br />SCALE: 314" = V-0"
<br />DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC
<br />DNTACT 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 />rrn "17_f " 1KI nnr.in
<br />4 j SAW CUT
<br />EXISTING FOOTING A SECTION
<br />1 SCALE: N.T.S.
<br />RETROFIT FILLED CELL DETAIL
<br />SCALE: N.T.S.
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