|
1/4" MAX
<br />ir 2'-0"
<br />SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK
<br />DOOR JAMB (REFER 1x4 112" DRYWALL DOOR JAMB (REFER F-1x4 F 1/2" DRYWALL
<br />TO PRODUCT _\ FP. TO PRODUCT
<br />APPROVAL FOR CONN. ��lx4 P.T. APPROVAL FOR CONN. x4
<br />3-1/4" LONG X 3/16"0 FURRING 3/16"0 X 3" LONG FURRING
<br />TAPCONS
<br />TAPCON. INTO STAGGERED @ 16"t
<br />BLOCK@ SPACING O.C. 2-ROWS INTO 1x8 P.T.
<br />PER MANUFACTURE 111 DETAIL MASONRYTHROUGH 1-1/211 DETAIL
<br />1x4 P.T. & 1x8 P.T.
<br />DOOR JAMB (REFER 1x4 I//- Ur"i T VV/-NLL
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />X4
<br />(2) ROWS 3/16" x 3-1/2" FURRING
<br />TAPCON @ 16" O.C. &1142X8
<br />FROM EACH END W/ M�l 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 />TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER
<br />-O.C. & 4" FROM DOOR JAMB (REFER TO PRODUCT
<br />APPROVAL FOR CONN. 1x4 1/2" DRYWALL
<br />EACH END W/ MIN TO PRODUCT
<br />N 1x4
<br />N k112 DI
<br />DOOR JAMB (REFER C�� � " r- F
<br />TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16
<br />x 3-1/2" TAIPCON @ 16"
<br />APPROVAL FOR CONN. O.C. & 4" FROI 1x4
<br />(2) ROWS 3/16" x 3-1/2" 0 EACH
<br />I I IST FURRIN
<br />TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST.
<br />q r, T
<br />4" FROM EACH END wl 2x8 P.T. ATTACH SECOND PLY w/
<br />2 9 , T "r
<br />x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3"
<br />2x D TAIL 2 1/4" D TAIL STAGGERED @ 12" O.c. 3-1/411 DETAIL
<br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSrCC
<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" M IN.
<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)lOdNAILSINTO
<br />BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. X\\
<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 />�
<br />BACKSIDE TO FIT ARCH 119; 1.:-4 (4) 1 Od NAILS INTO 2 x 8
<br />CONNECT W/ 8d NAILS BRACE/BLKG.
<br />INSTALL WDW. SCREW ANCHORIJ \-2x4 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
<br />SCALE: N.T.S.
<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 />INSIDE TO ALLOW FOR INSULATION
<br />TO BE INSTALLED
<br />2 x 8 45 DIAGONAL BRACE AT EA.
<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 />I K.)
<br />/4" MAX EMBEDMEN 2'-0" 81'
<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 />PROVIDE 2 x 8 DIAG. BRACE BTV�
<br />NAILS AT EA. END
<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 W1
<br />8d NAILS
<br />x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />"f—'--2
<br />INSTALL WDW, SCREW
<br />ANCHOR INTO ARCH BILKS.
<br />BTWN. OSB ARCH FACES W/ (4) 1 Od 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. � �s
<br />PROVID
<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 REB,
<br />(TYP,)
<br />FILL SOLID
<br />BOTH CELLS
<br />STD. 90,
<br />HOOK
<br />LNOTCHWEBAT
<br />FIRST 2 COURSI
<br />APACITY = 805 # FOR 1 STRAP
<br />= 1610 # FOR 2 STRAPS
<br />1 PLY PRE-ENGINEERED TRUSS
<br />SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SCIS
<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 41/2" WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
<br />USE (1) SIMPSON 1/2" HID 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 SIMPSON
<br />2X6 TO 2X4 H2.5A wl (10)
<br />8d NAILS
<br />JACK TRUSS PROVIDED BY—J
<br />TRUSS COMPANY OR 2x4
<br />#2 SYP @ 24" O.C.
<br />4!-0" MAX SEE PLAN
<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 "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. FORSOLIDGLASS
<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
<br />REMAIN FREE OF MORTAR.
<br />NOTE:
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<br />SEE GLASS BLOCK INSTALLATION NOTES.
<br />1�__
<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 />MANUFACTURIER'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 />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />IF TRUSSES USED) W1 (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 K'T
<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 />*.4
<br />I I IEEI I M I I=
<br />IEI I IEI I I_=
<br />-I I 1�5 I IEEI I
<br />1EIR11 5111-
<br />GRADE _1L I ILI I
<br />C14
<br />Cl)
<br />z
<br />"'�(2) #5 REBAR. MIN. 3"
<br />16" MIN. 01 COVER EA. WAY
<br />SECTION AT DEEP MONO FOUNDATION
<br />SCALE: 3/4" = V-0"
<br />FILLED CELL PER
<br />FOUNDATION PLAN
<br />R
<br />YP.)
<br />rHE
<br />S
<br />I 1KIAr%1"CE)TADI C IKICTAI I TInki
<br />FILLED CELL INSTALLATION
<br />SEE ARCH PLAN AND
<br />PRE-ENG TRUSS DESIC44
<br />SEE NOTE 1 BELOW
<br />SCALE: N.T.S.
<br />2x SUB FASCIA
<br />ALUM DRIP EDGE
<br />BF."GkIVALL TYPE ALUM FASCIA
<br />PER PLAN I 1 4 . ........
<br />1-3,Wl: TRIM PAINTED
<br />F CWkNNEL, -4".... GS NA L w,0511 Ci` HEAD
<br />DIA r�6 2,PIlID,
<br />FASTENED PER
<br />NOTE 2 BEL(1'0.1
<br />CONITIVENTED OR SOLID SOFFIT
<br />L
<br />CONT 2x4 NAIL D TO 2x BLOCKING NAILED TO TOP
<br />BLOCKING wl 2-12d PLWLS,-) CHORD EVERY OTHER TRUSS
<br />wl 3-12d NAILS, TYP.
<br />G,CJ BUILDER TO VER1FY!PWD%--IDE SOFFIT NIATERIAL SPAN CAPACITIES BASED
<br />ON THE DESIGN PREzSt;kfRESSPEQFIED FOR COMPONENTS AND CLADDING
<br />LISTED IN THE DESIGN 'C"R[TERA ON SHEET SN,
<br />FOR 8( ' )FHT A"IFIACHNIENT AT ViALL (PER ALPHA ALUPA FL# 16544 R5 FL
<br />PROOLICT APPROVAL) F CHANNEL FASTENED TO:
<br />�Ai',,'T NAIL.F9T'DIA (�? 24" 0,C. W1 5,118" P01N. E(ASEDNIENT
<br />WOOD 1�vi (3) 16 GA_ _A"x 14'CROWN STAIPLES@0 24" MAX 0,C, IN DIAMOND
<br />PATTERN
<br />SUB FASCIA vor 16GA_ a,4`x1i4` CROWNSTAPLE @ Eja.CH GROOVE
<br />STRUCTURAL SOFFIT
<br />SF01Sr_ALE_ 3J4� - 1 �-O� FOR ALUNiINUM SOFFITS —WITH SPANS
<br />��C. A-1
<br />R E,;
<br />EV - 09 2021 > V-4". INSTALL NIID SPAN, BLOCKING PER
<br />THE SOFFIT FL PA INSTALLATION CRITERIA
<br />�REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
<br />1__�_2 X 4 #2 SYP SCAB TO SIDE OF
<br />�TRUSS AS SHOWN FOR O.H. UP TO 2'-6"
<br />RUS
<br />DOUBLE 2x4 SCAB FOR 2-13" TO 4'-0" O.H.
<br />A, 0 (2) 1 Od NAILS @ 8" O,C.
<br />4 0 A TO TRUSS TOP CHORD
<br />+ 4
<br />+ +
<br />+ ,�PLYWOOD SHEATHING
<br />+ + ----7
<br />BLOCKING AS
<br />+ REQUIRED
<br />TO SUPPORT
<br />TRUSS + SOFFIT
<br />2X4 SYP .............. . 7
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL
<br />SCHED.
<br />A
<br />PRECAST LINTEL SEE ELEVAT
<br />2X2 #2 P.T. MIN. FOR OVER HANG
<br />W/J-CHANNEL SECURED -(MAX. 4'-0")
<br />@24" O.C. FASTENED TO
<br />CMUI W/ 3" LONG T-NAILS @
<br />24" O.C.
<br />SECTION @ ROOF EXTENSION
<br />SCALE: 3/4" = V-0"
<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 Ml%'-:
<br />MSTAM STRAP
<br />SC'Al F-R/4
<br />L-RITIMIL-INTITIIIIIIII&TArl", to,
<br />z
<br />0
<br />C/)
<br />U_
<br />0
<br />LU
<br />2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.
<br />><
<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 1 Od @ TRUSS VERT.
<br />WEB
<br />NOTE:
<br />LAP SHEATHING TO
<br />BOTTOM OF BAND
<br />SIMPSON HGAM10KTA @ 12" O.C.
<br />w/ (4) 1/411/2" SDS SCREWS
<br />INTO BAND JOIST & (4) 1AN2 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 WIGROUT
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CONTACT ENGINEER OF 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 />11-011 51-011
<br />_,I�INISH FLOq,R
<br />=�19
<br />-`0
<br />.. A #5 BAR
<br />1.0 CENTERED W/
<br />FOP
<br />C)
<br />KNOCKOUT/ C"!
<br />CHAIR BLOCK
<br />:� 70
<br />%
<br />14/ -
<br />MONO FOOTING 1EE1 I I- 'z z!..t> .. . .
<br />SIZE AND REINF. PER PLAN 71 1 Z! �4 , 1. 4 .1
<br />_14/..
<br />AND SECTION DETAILS �/Tp Z
<br />z V_
<br />r
<br />CLEAN FILL 1;2
<br />DIRT
<br />STANDARD CD
<br />#5 BAR IN 99 HOOK
<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 MAY 3 0
<br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2")
<br />#5x6'EMBEDDED INTO EXISTING BOND BEAM
<br />FILL CELL FULL HEIGHT W/ Virtual Review Assist, Inc.
<br />NON SHRINK GROUT. Plans Review completed and app ved
<br />for compliance with the 2020 FBC 7th Editior,
<br />by Debra Anne Klahr PX2300
<br />#5x6'EMBEDDED INTO
<br />EXISTING FOOTING (2) #5x6'IN CONIC.
<br />DRILL 3/4"x5" MIN. HOLE FILLED CELL
<br />SET BAR IN EPDXY r�� 15�
<br />I j EXISTING FOOTING
<br />RETROFIT FILLED CELL DETAIL
<br />SCALE: N.T.S.
<br />n SAW CUT
<br />SECTION
<br />SCALE: N.T.S.
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