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1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 112" DRYWALL
<br />R UNACCEPTABLE INSTALLTION
<br />,
<br />DOOR JAMB (REFER P T TO PRODUCT To PRODUCT —
<br />TO PRODUCT APPROVAL FOR CONN,
<br />PROPER INSTALLATION MAX. 8 DO NOT DO THIS
<br />2"x BOT. PLATE W/ (2)10d @ 6" O.C.
<br />APPROVAL FOR CONN. APPROVAL FOR CONN. j X 4
<br />1 x4
<br />` #5 REBAR (TYP,) '
<br />3/4" PLYWOOD DECKING GLUED
<br />ATTACHED WALL SHEATHING To
<br />2X ACHEDOTTOM PLATE HE T 14"
<br />1 x4 P.T. 3116"� X 3" LONG FURRING �� �� FURRING
<br />3-1/4" LONG X 3/16"0 FURRING TAPCONS (2) ROWS 3/16 x 3-1/2
<br />#5 REBAR
<br />(TYP)
<br />AND NAILED W/ $d COMMON @
<br />6" O.C. EDGES AND 12" O.C. FIELD
<br />O.C., 2 ROWS STAGGERED
<br />TAPCON. INTO TAPCON @ 16 O.C. & 4 2X8
<br />STAGGERED @ 16"
<br />1x8 P.T. FROM EACH END w/ MIN. 1X8
<br />BLOCK@ SPACING ,� O.C. 2-ROWS INTO
<br />1 DETAIL 2 EDGE DIST. ATTACH
<br />2x BAND JOISTW/ FACE NAIL d
<br />PER MANUFACTURE MASONRY THROUGH "� 1x8 w/ 2 ROWS 8d NALS ��
<br />1-1 /2 DETAIL () 3 DETAIL
<br />,STD. 90° HOOK (TYP.)
<br />STD. 90^ `
<br />FILL SOLID
<br />TTM
<br />@TOP & CHORD, AND ($)
<br />1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C.
<br />HOOK (TYP.)
<br />BOTH CELLS
<br />FACE NAILS 10d @ TRUSS VERT.
<br />WEB
<br />3/16" x 3 -112" DOOR JAMB (REFERV
<br />TAPCON @ 16" 1x4 P.T. TO PRODUCT
<br />METAL SEAT PLATE
<br />O.C. & 4" FROM DOOR JAMB (REFER 1/2" DRYWALL
<br />NOTE:
<br />APPROVAL FOR CONN. 1x4
<br />EACH END W/ MIN TO PRODUCT
<br />LAP SHEATHING TO
<br />DOOR JAMB (REFER
<br />TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"
<br />OBOTTOMOF BAND
<br />APPROVAL FOR CONN. x 3-1/2" TAPCON @ 16" 1x4
<br />(2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH
<br />TAPCON 16" O.C. & FURRING
<br />@ END w/ MIN. 2" EDGE DIST.
<br />NOTC FIRST COURSE
<br />SIMPSON HGAMIOKTA @ 12" O.C.
<br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/
<br />' +2rr
<br />w/ (4)1/4x1 1/2" SDS SCREWS
<br />2x P.T. AS RE MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8
<br />`
<br />INTO BAND JOIST & (4)1/4"x2 3!4"
<br />TITEN
<br />2x DETAIL 2 I4�� DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL
<br />NOTCH WEB AT
<br />f5 F RST 2 COURSES E '' `
<br />INTO K.O. BLOCK
<br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC
<br />LED CELL PER
<br />FOUNDATION PLAN
<br />FILLED CELL INSTALLATION H
<br />RETROFIT FOR MISSING
<br />EMBEDDED STRAP
<br />SCALE: N.T.S. SS
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
<br />SCALE: N.T.S.
<br />SS
<br />2x8 P.T. BUCK -CONNECT TO BLOCK SECTION
<br />UPLIFT CAPACITY = 805 #FOR 1 STRAP
<br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A
<br />-A
<br />=1610 #FOR 2 STRAPS
<br />+ , FILL 1st4 COURSES
<br />SOLID W/GROUT
<br />EMBEDMENT INTO BLK.) 1/4" MAXit
<br />2'-0" 8"
<br />1 PLY PRE-ENGINEERED TRUSS
<br />•
<br />1 X 4 FURRING SOLID BLKG. AT TOP BTWN.
<br />1/4" x 31/4" TAPCONS
<br />'y
<br />BLOCK HEADER ARCH BLKG. &BUCK
<br />SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS
<br />:. ,.
<br />1/2" DRYWALL _-- *
<br />SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS
<br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d
<br />8d NAILS AT 8" O.C. AT BUCK
<br />SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #)
<br />2 x 8 45" DIAGONAL (4)10d NAILS INTO
<br />LEAVE A CUT OUT IN O.S.B. ON THE
<br />BRACE(S) 2 x 8 BRACE/ BLKG.
<br />INSIDE TO ALLOW FOR INSULATION
<br />•.;.
<br />7/16" OSB
<br />TO BE INSTALLED
<br />BOND BEAM OR CAST IN PLACE BEAM
<br />FOR OVERHANGS BETWEEN OVER 1 ;
<br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />IN THIS AREA
<br />2 x 8 45 DIAGONAL BRACE AT EA.
<br />OR
<br />CONTACT ENGINEER of RECORD FOR
<br />FURTHER INSTRUCTIONS. ! '. • '•: ' � '• • •'.:
<br />SCRIBE(NOTCH)POLY-CELL
<br />FACE OF ARCH W/ (3)10d NAILS
<br />• ^
<br />OVERRAN
<br />BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2x8
<br />AT EA. END
<br />RETROFIT TRUSS DETAIL
<br />:�` .;•.' :•
<br />• ' ..
<br />CONNECT W/ 8d NAILS BRACE/ BLKG.
<br />.:•'
<br />N.T.S.
<br />x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSBINSTALL WDW. SCREW ANCHO\_2
<br />ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8
<br />PROVIDE TAPCON WITHIN
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />INTO ARCH BLKG. PER
<br />INSTALLATION DETAILS A
<br />4" MIN. OF BRACE
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
<br />-A PROVIDE TAPCON PER WDW, INSTALLATION DETAILS OR THRU
<br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />TRUSS AS SHOWN FOR O.H. UP TO Z-6"
<br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
<br />1F TRUSSES USED W/ 3 #6 X 4Yz" WOOD
<br />) {)
<br />* DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H.
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D,
<br />START OF ARC
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL
<br />XO (2)10d NAILS @ 8" O.C.
<br />�FiQ
<br />ARCH DETAIL J
<br />4' MAX. RAD.
<br />USE (1) SIMPSON 1/2 HD TITEN (CENTERED) w/
<br />TO TRUSS TOP CHORD
<br />HqN
<br />MIN. 4" EMBEDMENT AT 16" O.C.
<br />(E
<br />NO'TH
<br />1'-0" 6-0"
<br />SCALE: N.T.S. SS
<br />12
<br />+ + PLYWOOD SHEATHING
<br />L
<br />JACK TRUSS PROVIDED BY SEE i
<br />+ +
<br />It
<br />TRUSS COMPANY OR PLAN
<br />2x6 #2 SYP @ 24 O.C.
<br />+ +
<br />+
<br />INISH FLO
<br />2
<br />x 8 BUCK - CONNECT TO BLOCK SECTION
<br />BLOCKING AS
<br />+ +
<br />°
<br />WITH
<br />1/4" x 31/4" TAPCON (1 1/4" MIN. B-B
<br />ROOF SHEATHING ATTACHED
<br />+ REQUIRED
<br />>
<br />/4" MAX EMBEDMENT INTO K.)
<br />PER NAILING SCHEDULE ALL
<br />TRUSS TO SUPPORT
<br />° .. ° o , #5 BAR
<br />BLOCK HEADER
<br />2'-0" 8"
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />(5) 12d NAILS SIMPSON i
<br />+ SOFFIT
<br />+
<br />+
<br />, • : P °
<br />p 10 ° ° CENTERED W/
<br />9 H. o _
<br />BLKG. & BUCK
<br />2X6 TO 2X4 H2.5A w/ (10)
<br />2X4 SYP .. s
<br />IN TOP
<br />1 X 4 FURRING
<br />8d NAILS
<br />EACH TRUSS
<br />, KNOCKOUT / �t
<br />CHAIR BLOCK
<br />8d NAILS @ 8" O.C. AT BUCK
<br />PROVIDE 2 8 DIAG. BRACE B
<br />2 x 8 VERT. W/ (2) 10d
<br />NAILS AT EA. END
<br />PROVIDE (2) MIN.
<br />Z
<br />PROVIDE 2x
<br />CONT. W/
<br />s' s
<br />CONNECTOR
<br />— p
<br />MONO FOOTING _ .A o .. . , °
<br />x
<br />(3) ,
<br />SIZE AND REINF. PER PLAN
<br />VERT. BRACES WHEN HGT. OF
<br />TAPCON AT EA. SIDE
<br />12d NAILS
<br />SEE LINTEL
<br />AND SECTION DETAILS -I
<br />BRACE EXCEEDS 24"
<br />BUCK - (1) WITHIN 4"
<br />JACK TRUSS PROVIDED BY
<br />SCHED. 7
<br />LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF
<br />TRUSS COMPANY OR 2x4
<br />CLEAN FILL
<br />2 x 8 VERT: BRACE(S)
<br />INSIDE TO ALLOW FOR INSULATION ARCH
<br />#2 SYP @ 24" O.C.
<br />ENTER SO IT
<br />DIRT D
<br />TO BE INSTALLED
<br />BUILT UP PLWD. BUCK -
<br />'-0" MAX SEE PLAN
<br />PRECAST LINTEL
<br />STANDARD b
<br />° ,
<br />SCRIBE (NOTCH) BACKSIDE
<br />7/16" OSB ARCH PANEL
<br />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />SEE ELEVATION
<br />#5 BAR IN ' 9� HOOK Fv
<br />TO FIT ARCH CONNECT W/
<br />NOTE: IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD
<br />FOR OVER HANG
<br />FILLED CELL -
<br />8d NAILS
<br />START OF ARC
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />(MAX. 4'-0")
<br />,
<br />a o ,, o a �, _ �
<br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD.
<br />GABLE ONLY, CORNERS WALL USE (2)114" X 31/2" TAPCONS AT 16"
<br />o '
<br />s,Vs
<br />INSTALL WDW, SCREW
<br />THRU OSB INTO 2 x 8
<br />SHALL NOT BE FRAMED AS O.C.
<br />,. \ o e r,• o o n '• 4 ti '. ` o ° e°
<br />ANCHOR INTO ARCH BLKG.
<br />rK
<br />HIP.
<br />STEMWALL FOOTING SIZE AND
<br />PER INSTALLATION DETAILS
<br />B-gINSTALLATION
<br />ARCH DETAIL
<br />DESIGNED ONLY FOR THE SECTION @ENTRY L
<br />SECTION @ ROOF EXTENSION M
<br />REINF. PERLAN AND STEMWALL
<br />SCALE: N.T.S. SS
<br />OF SHINGLE „_ , „
<br />SCALE: 3/4 -1-0 SS
<br />_ , „
<br />SCALE: 3/4 -1-0 SS
<br />MONO TO STEMWALL FOOTING SECTION DETAILS
<br />AND METAL ROOF FINISH
<br />SCALE: 3/4" = V-0"
<br />GLASS BLOCK INSTALLATION NOTES
<br />NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT,
<br />A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY
<br />CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION.
<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 />EXISTING BOND BEAM.
<br />C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL.
<br />MASONRY WALL. SEE PLAN FOR
<br />D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
<br />REINFORCING. PROVIDE LOWER
<br />HOOKED DOWEL
<br />DRILL 3/4"x5" MIN. HOLE SET BAR IN
<br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE
<br />SEE SHEET D2 AND
<br />EPDXY CAP TO PREVENT LEAKAGE
<br />TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP
<br />FLOOR PLAN FOR
<br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT
<br />20 ga. PANEL
<br />MORE INFO
<br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT
<br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
<br />ANCHOR
<br />SIMPSON HTT4 w/ (18)10d x 1
<br />MUST BE PACKED WITH NON -SHRINK GROUT USUALLY ± 2"
<br />( )
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<br />W.W.M. AT PERIMETER
<br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2
<br />WHERE THIS CONDITION
<br />{i) #5 BARS CONT.
<br />1/2" NAILS TO STUDS & (1) -
<br />5/8 DIA. ALL THREAD ROD
<br />> #5x6' EMBEDDED INTO EXISTING BOND BEAM
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR)
<br />OCCURS
<br />TOP WITH MIN. 3"
<br />EPDXIED w/ SIMPSON "SET" a
<br />zo
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING
<br />COVER 6'_0"
<br />EPDXY MIN. 6" EMBEDMENT & `
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER
<br />3" MIN. EDGE DISTANCE
<br />FILL CELL FULL HEIGHT W/
<br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP
<br />v NON SHRINK GROUT.
<br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE
<br />°.
<br />o
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL
<br />v a A
<br />REINFORCING AS FOLLOWS:
<br />T
<br />I
<br />1
<br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT
<br />.:r�+'.
<br />p, c �I I --
<br />f I I. I�
<br />U_ Q
<br />J
<br />;> .;. :,
<br />* PRESS PANEL REINFORCING INTO PLACE.
<br />d �—
<br />I -
<br />= #5x6' EMBEDDED INTO
<br />v
<br />* ;;' 6" MIN. LAP SPLICE W/
<br />o —
<br />EXISTING FOOTING (2) #5x6' IN CONC.
<br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL
<br />— _ _
<br />.: ��
<br />cn �, FILLED CELL
<br />DO FURROW.
<br />F
<br />SMOOTH. U O
<br />p.°
<br />`
<br />N
<br />DRILL 3/4"x5" MIN. HOLE
<br />F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT
<br />GRADE o p
<br />`.
<br />SET BAR IN EPDXY
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP
<br />°
<br />''
<br />0
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE
<br />°
<br />ct Q
<br />�-
<br />REMAIN FREE OF MORTAR. NOTE:
<br />z
<br />Al
<br />H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES.
<br />i.l
<br />.- • o
<br />`
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT
<br />, °
<br />4" SAW CUT
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL
<br />\ ' (2) #5 REBAR. MIN. 3"
<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.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160
<br />16"MIN. COVER EA. WAY
<br />A SECTION
<br />1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
<br />yr
<br />EXISTING FOOTING
<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
<br />1 SCALE: N.T.S.
<br />J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />SECTION AT DEEP MONO FOUNDATION
<br />RETROFIT FOR MISSING MSTAM STRAP
<br />MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS.
<br />RETROFIT FILLED CELL DETAIL
<br />K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING.
<br />=
<br />SCALE: 3/4 1-0
<br />_ „
<br />SCALE: 3/4„- 1-0
<br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
<br />SCALE: N.T.S.
<br />INSTALLATION OF GLASS BLOCK.
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained
<br />within these
<br />drawings comply with the 2020
<br />Florida Building Code -
<br />Residential 7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB
<br />NO:
<br />20-8083
<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
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