|
1/4" MAX 2'-0"
<br />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. 1x4
<br />1x4 P.T. 3/16" 0 X 3" LONG
<br />3-1/4" LONG X 3/16" O FURRING FURRING
<br />TAPCONS
<br />TAPCON. INTO STAGGERED @ 16" 1x8 P.T.
<br />BLOCK@ SPACING „ O.C. 2-ROWS INTO
<br />PER MANUFACTURE DETAIL MASONRYTHROUGH
<br />1x4 P.T. & 1x8 P.T.-1�2n DETAIL
<br />DOOR JAMB (REFER *4"2X8
<br />i�l
<br />1/2" DRYWALL
<br />TO PRODUCT
<br />APFROVAL FOR CON
<br />X4
<br />(2) ROWS 3/16" x 3-1/2FURRING
<br />TAPCON @ 16" O.C. &
<br />FROM EACH END w/ MIN. 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 />TO PRODUCT
<br />O.C. & 4" FROM
<br />DOOR JAMB (REFER
<br />APPROVAL FOR CONN. 1x4 1/2" DRYWALL
<br />EACH END W/ MIN
<br />DOOR JAMB (REFER*2"
<br />TO PRODUCT
<br />TO PRODUCTDGE DIST.
<br />APPROVAL FOR CONN.
<br />2x8 P.T. w/ (2) ROWS 3/16"APPROVAL
<br />FOR CO
<br />(2) ROWS 3/16 x 3-1/2
<br />x 3-1/2" TAPCON @ 16"1x4
<br />O.C. & 4" FROM EACHTAPCON
<br />@ 16" O.C. &
<br />FURRY
<br />END w/ MIN. 2" EDGE DIST.4"
<br />FROM EACH END w/ 2x8 P.T,
<br />ATTACH SECOND PLY w/.T.
<br />AS REQ'D
<br />MIN. 2" EDGE DIST.
<br />(2) ROWS 10dx3° 2x8
<br />2 DETAIL
<br />2 1 /4" DETAIL
<br />STAGGERED @ 12" O.C. 1_11A11 nPTOI I
<br />X
<br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC
<br />SCALE: N.T.S. SS
<br />2x8 P.T. BUCK -CONNECT TO BLOCK
<br />W/ 1/4" x 31/4" 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 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) 1 Od 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 />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 />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 31/4" 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 />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 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, s
<br />FILL SOLID
<br />BOTH CELLS
<br />#5 REB
<br />(TYP,)
<br />STD. 90'
<br />HOOK (1
<br />V Ella
<br />�g 1
<br />7/
<br />+5,
<br />NOTCH WEB AT
<br />FIRST 2 COURSI
<br />CAPACITY = 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 4'Y2" 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 i
<br />2X6 TO 2X4 H2.5A w/ (10)
<br />8d NAILS
<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 NOT
<br />20 ga. PANEL
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<br />ANCHOR
<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 />•'
<br />REINFORCING PANEL
<br />SMOOTH. DO NO FURROW.
<br />F)
<br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT
<br />'
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />''
<br />'"'".I 6" MIN. LAP
<br />G)
<br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />SPLICE
<br />REMAIN FREE OF MORTAR.
<br />NOTE:
<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 />I)
<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 />JACK TRUSS PROVIDED BY---/ /
<br />TRUSS COMPANY OR 2x4
<br />#2 SYP @ 24" O.C.
<br />4'-0" MAX SEE PLAN
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />IF TRUSSES USED) W/ (2) #6 X 4'/2' WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
<br />Q.C.
<br />SECTION @ ENTRY L
<br />SCALE: 3/4" = V-0" SS
<br />(1) #5 BARS CONT.
<br />TOP WITH MIN. 3"
<br />MASONRY WALL. SEE PLAN FOR
<br />REINFORCING. PROVIDE LOWER
<br />HOOKED DOWEL
<br />W.W.M. AT PERIMETER
<br />WHERE THIS CONDITION
<br />OCCURS
<br />COVER 6"-0" I F.F.
<br />_ p
<br />D
<br />I M I 1=I I I=I I I=I I I=I I
<br />e ° 1=1 11=1 11 EI I I, . ,,III I I I
<br />I —III —III —
<br />I I I= _, 1 11=1 I I
<br />IIII11i1111111�
<br />GRADE,1111„� 1I-
<br />a
<br />M p .
<br />z
<br />N 0 t,
<br />(2) #5 REBAR. MIN, 3"
<br />16" MIN. 11 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 />THE
<br />:S
<br />I IAIAPf-1CDTARI C IAICTAI I TInKI
<br />FILLED CELL INSTALLATION H
<br />SCALE: N.T.S. SS
<br />SEE. ARCH PLAN AND
<br />PRE-IENCi TRUSS DESK-4-4
<br />SEE NO TE' IFLt7W
<br />— 2x SUB FASCIA
<br />-- / ALUM DRIP EDGE
<br />BRG WALL TfFP_ ALUMFASCIA
<br />Pf R PLANI �. r, - 1-314' TRIM PAINTED
<br />P `HPN L, -+_- a t ,IIAILwo' aII HEAD
<br />-1A t�'�4 0,C
<br />FASTENEDPER I - -
<br />N TE 22BELL C T 1,'EN € EI OR, SOLID SOFFIT
<br />CON7 ZK4 NAILED TO - L 2x BLOCKING NAILED TO TOP
<br />BLJCKO-IG M 12d NAILS;;-1 CHDRIO Est1 F;Y OTHEI } TRUSS
<br />W; ,3-1 2d kAIL3, TYP. (`=j
<br />1 G.CJ BUILDER TO VEP.TFYiPI 0'v'IDE SOFFIT MATERIAL SPAN CAPACITIES BASE:
<br />ON 1 H:-::DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
<br />LISTED IN THE DESIGN CRIT ERA ON SHEET SN.
<br />2 FOR 841)FFIT A11ACHNIFN [ ATWA L (PER P.I_P'HA Al.0 NI 9N(; FL# IK,44 R5 FL
<br />PRO UCT APPRO' ( F CHANNEL FASTENED TO'.
<br />MU W T NAIL 097 Dik @ 24" 0 f w56" MIN EMBEDMENT
<br />V4D( D= wa (3) 'I, GA, 314 x1,^4" CROWN+' 4 STAPLES (, 24'" NIAA;. &C. IN DIAfOOND
<br />PATTEP11
<br />SUB FASCIA v 15 GA. 314114' CROWN STAPLE @ ACH GROOVE
<br />STRUCTURAL SOFFIT
<br />SFO 1 SCALE: 3I4" - V-D" ('�*I FI iR ,N•;�.I iNoIINUt,4I IM I:,IFFITS WITH SPANS
<br />RE*i. CIS."„N3 21 � I'-d , IINSTAi I ID SPAN BLOC ING PER
<br />THE S. )FPIT FL PA INSTALLATION CRITERIA
<br />'REFER TO THE PRODUCT APPROVAL F 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 />k0 (2) 10d NAILS @ 8" O.C.
<br />�FRly TO TRUSS TOP CHORD
<br />+ �F
<br />+ + IVGTH PLYWOOD SHEATHING
<br />+ + BLOCKING AS
<br />+ REQUIRED
<br />TO SUPPORT
<br />TRUSS + + SOFFIT
<br />+
<br />2X4 SYP a ® +
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL
<br />SCHED.
<br />/
<br />CENTER SOFFIT
<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 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 6
<br />3" MIN. EDGE DISTANCE
<br />RETROFIT FOR MIS
<br />MSTAM STRAP
<br />SCAT F. 3/4
<br />QCC cuCCT n7 Akin
<br />z
<br />0
<br />LL
<br />0
<br />W
<br />LL
<br />-
<br />Z)
<br />0
<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 />A
<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 1 Od @ TRUSS VERT.
<br />WEB
<br />METAL SEAT PLATE
<br />NOTE:
<br />LAP SHEATHING TO
<br />BOTTOM OF BAND
<br />JOIST TYPICAL
<br />A ._.
<br />SIMPSON HGAM10KTA @ 12" O.C.
<br />w/ (4) 1/41 1/2" SDS 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 />SOLID W/GROUT
<br />a
<br />FOR OVERHANGS BETWEEN OVER 1 1/2" •a1 "•
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS. ° ' ' •a''; ''.'
<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 t-0t' 51
<br />-01
<br />1
<br />INISH
<br />° ° " #5 BAR
<br />p 1.0' ® ° ° CENTERED W/
<br />90' H' u
<br />o ° IN TOP o
<br />KNOCKOUT / &4
<br />_ _ ° CHAIR BLOCK
<br />MONO FOOTING _ D
<br />SIZE AND REINF. PER PLAN
<br />°
<br />AND SECTION DETAILS -I
<br />CLEAN FILL I o °
<br />DIRT 71D z
<br />STANDARD o
<br />0 N
<br />45 BAR IN 90' HOOK
<br />FILLED CELL-
<br />®®
<br />STEMWALL FOOTING SIZE AND
<br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL
<br />SECTIONN DETAETAILS
<br />SCALE: 3/4" = V-0"
<br />DTE: 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 W/
<br />NON SHRINK GROUT.
<br />#5x6' EMBEDDED INTO
<br />EXISTING FOOTING (2) #5x6' IN CONC.
<br />to M FILLED CELL
<br />DRILL 3/4"x5" MIN. HOLE
<br />SET BAR IN EPDXY
<br />4" SAW CUT
<br />EXISTING FOOTING A SECTION
<br />j SCALE: N.T.S.
<br />RETROFIT FILLED CELL DETAIL
<br />SCALE: N,T,S. UN 2023
<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
<br />'
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