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<br />u_
<br />1/4" MAX
<br />SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK
<br />1/2" DRYWALL
<br />DOOR JAMB (REF 1x4 1/2" DRYWALL DOOR JAMB (REFER F-1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 F
<br />P.T. F TO PRODUCT TO PRODUCT
<br />TO PRODUCT APPROVAL FOR CONN. Xx APPROVAL FOR CONN.
<br />N�
<br />APPROVAL FOR C X4
<br />1x4 P.T.
<br />x4
<br />3/16"0 X 3" LONG FURRING
<br />x FURRING
<br />"I I I / 11 //1 (2) ROWS 3/16" x 3-1/2"
<br />3-1/4" LONG X 3/1 FURRING
<br />TAPCON. INTO TAPCONS TAPCON @ 16" O.C� & 4" 2X8
<br />STAGGERED @ 16"
<br />BLOCK@ SPACING O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. —1X8
<br />PER MANUFACTUR,= 1 DETAIL 2" EDGE DIST. ATTACH
<br />MASONRYTHROUGH
<br />1x4 P.T. & 1x8 P.T. 1-1/21' DETAIL 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL
<br />STAGGERED @ 12" O.C.
<br />3/16" x 3 -1/2" DOOR JAMB (REFER
<br />TAPCON @ 16" 1x4 P.T.
<br />O�C. & 4" FROM DOOR JAMB (REFER
<br />EACH END W/ MIN, TO PRODUCT 1x4
<br />APPROVAL FOR CONN. 1/2" DRYWALL
<br />DOOR JAMB (REFER
<br />APPROVAL FOR CONN. W/ (2) ROWS 3/16
<br />TO PRODUCT 2" EDGE DIST. TO PRODUCT
<br />x 3-1/2" TAPCON @ 16"
<br />X/
<br />APPROVAL FOR CONN.
<br />1x4
<br />(2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH
<br />TAPCON @ 16" O.C. &
<br />X/ END w/ MIN. 2" EDGE DIST, FURRINI
<br />L 2x8 P.T. ATTACH SECOND PLY wl
<br />4" FROM EACH END w/
<br />2x P.T. AS REQ'D (2) ROWS 10dx3" 2x8
<br />MIN. 2" EDGE DIST.
<br />STAGGERED @ 12" O.C.
<br />2 1/4" DETAIL
<br />2x DETAIL 3-1/4" DETAIL
<br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSKCC
<br />N. 1X4
<br />0
<br />6
<br />1 k'12"DI
<br />3 6"
<br />DIST,
<br />W/
<br />SCALE: N.T.S.
<br />2x8 RT. 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 />(4) 10d NAILS INTO
<br />BRACE(S)
<br />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
<br />(4) 1 Od NAILS INTO 2 x 8
<br />CONNECT W/ 8d NAILS BRACE/ BLKG.
<br />INSTALL WDW. SCREW ANCHOR—' x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8
<br />INTO ARCH BLKG. PER
<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 />�S
<br />R7A
<br />2 x 8 BUCK - CONNECT TO BLOCK
<br />WITH
<br />1/4" x 3 1/4" TAPCON (1 1/4" MIN.
<br />EMBEDMENT INTOI�.)
<br />1/4" MAX Z-01'
<br />BLOCK HEADER
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />1 X4 FURRING
<br />BLKG. & BUCK
<br />8d NAILS @ 8" O.C. AT BUCK
<br />2 x 8 VERT. W/ (2) 1 Od
<br />NAILS AT EA. END
<br />PROVIDE 2 x 8 DIAG. BRACE BTWN�,
<br />4T
<br />VERT. BRACES WHEN HGT. OF
<br />BRACE EXCEEDS 24"
<br />LEAVE A CUT OUT IN O.S.B. ON T
<br />O.S.13 ON
<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) BACKSIE__"�
<br />)E
<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 />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL
<br />ANCHOR INTO ARCH BLKG.
<br />THRU OSB INTO 2 x 8
<br />PER INSTALLATION DETAILS
<br />ARCH DETAIL rK
<br />B-B
<br />SCALE: N.T.S.
<br />�, �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 />---2x845 DrAGONAL 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 />SECTION
<br />B-B
<br />8"
<br />PROVIDE 2x
<br />PROVIDE (2) MIN.
<br />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 />EQUAL 4'MAX. RAD.
<br />MAX. 8"
<br />PROPER INSTALLATION
<br />#5 RE&
<br />(TYP,)
<br />STD. 90'
<br />FILL SOLID
<br />HOOK (I
<br />BOTH CELLS
<br />\T
<br />J
<br />7
<br />z
<br />LNOTCH 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 />SIMPSON HM9KT wl (4) 1/4"xl 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) 114")Q 1/4" TITEN 2150 #)
<br />BOND BEAM OR CAST IN PLACE BEAM
<br />RETROFIT TRUSS DETAIL
<br />N.T.S.
<br />2XIS SYP #2 CONT. (MATCH TRUSS DEPTH
<br />IF TRUSSES USED) W/ (3) #6 X 4%" 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
<br />(5) 12d NAILS IMPSON
<br />2X6 TO 2X4 H2,5A W/ (10)
<br />8d NAILS
<br />WALL
<br />W/
<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) 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 />fYPE"S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE
<br />If 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 />4 EXPANSION BOLT (2
<br />E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />PER
<br />9 ga. PANEL 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) 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 />1;: 6" MIN. LAP SPLICE W/
<br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />� L _�L...: .:�
<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 N.LAP
<br />MI
<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 />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 R1 60
<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 MAYBE 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 />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<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
<br />rL
<br />SCALE: 3/4" V-0"
<br />� �s
<br />#5 CONT. TOP & MID
<br />"
<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 />WITH MIN. 3
<br />COVER
<br />6'-0"
<br />Irk
<br />t,
<br />k.
<br />—11 1= F
<br />=1 17
<br />GRADE
<br />M
<br />;2�
<br />C�4
<br />- --------
<br />sl� (2) #5 REBAR. (1 -STORY)
<br />16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY)
<br />20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
<br />SECTION AT DEEP MONO FOUNDATION
<br />REV. 07,28.21 SCALE: 3/4" V-101"
<br />FILLEDCELLPER
<br />FOUNDATION PLAN
<br />51
<br />YP.)
<br />rHE
<br />S
<br />UNACCEPTABLE INSTALLTION
<br />DO NOT DO THIS
<br />W
<br />#
<br />#5 REBAR (TYP,)
<br />10
<br />0
<br />TD. 90- HOOK (TYP.)
<br />A @ FIRST COURSE
<br />2 x BOT. PLATE W/ (2) 1 Od @ 6" O.C..
<br />>< 4
<br />3/4" PLYWOOD DECKING GLUED
<br />><J:
<br />ATTACHED WALL SHEATHING TO
<br />2X BOTTOM PLATE W/ 8d @ 4"
<br />AND NAILED W/ 8d COMMON @
<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 />E
<br />NC
<br />NOTE:
<br />U[B
<br />LA
<br />LAP SHEATHING TO
<br />C
<br />JO
<br />q
<br />I
<br />SIMPSON HGAM10KTA @ 12" O.C.
<br />wl (4) 1/4111/2" SDS SCREWS
<br />F
<br />INTO BAND JOIST & (4) 1/4"x2 3/4"
<br />TITEN INTO K.O. BLOCK
<br />FILLED CELL INSTALLATION
<br />RETROFIT FOR MISSING EMBEDDED STRAP
<br />SCALE: N.T.S,
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S.
<br />SEE ARCH PLAN AND
<br />PRE-ENG TRUSS DESIGN
<br />SEE NOTE 1 BELOW
<br />BIRG WALL TYPE
<br />PER PLAN I I
<br />2x2 #2 P.T. MIN,
<br />FASTENED PER NOTE
<br />2 BELOW
<br />CONT 2x4 NAILED TO
<br />BLOCKING W/ 2-12d NAILS
<br />ALUM D IP EDGE
<br />2x SUB FASCIA
<br />CONT VENTED OR SOLID SOFFIT
<br />2x BLOCKING NAILED TO TOP
<br />CHORD EVERY OTHER TRUSS
<br />W/ 3-12d NAILS, TYP. (")
<br />1 . G.C.1 BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED
<br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
<br />LISTED IN THE DESIGN CRITERIA ON SHEET SN.
<br />2. 2x2 #2 MIN. P.T. w/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO:
<br />CMU W/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W1
<br />MIN. 1" EMBEDMENT @ 16" O.C.)
<br />- WOOD w/ 0.148"x 3 1/4" @ 16" O.C.
<br />3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE
<br />STRUCTURAL SOFFIT
<br />SF01
<br />S OFFITS >1'-4"
<br />REV. 09A0.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4"
<br />CALE: 3/4" V-0" FOR ALUMINUM S
<br />MID BLOCKING NOT REQUIRED
<br />FOR VINYL SOFFITS > V-0" SHALL HAVE MID
<br />BLOCKING PER R704.2.1
<br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
<br />1-11--2 X 4 #2 SYP SCAB TO SIDE OF
<br />0 TRUSS AS SHOWN FOR O.H. UP TO Z-13"
<br />0
<br />DOUBLE 2X4 SCAB FOR Z-16" TO 4'-0" O.H.
<br />4
<br />+ (2) 1 Od NAILS @ 8" O.C.
<br />+ +
<br />+ A/ TO TRUSS TOP CHORD
<br />+
<br />+ +
<br />+
<br />+ PLYWOOD SHEATHING
<br />+
<br />+
<br />+
<br />//--BLOCKING AS
<br />TRUSS +
<br />REQUIRED TO
<br />+ +
<br />SUPPORT SOFFIT
<br />+
<br />2X4 SYP
<br />EACH TRUSS
<br />t" I,
<br />CONNECTOR
<br />SEE LINTEL
<br />SCHED.
<br />ENTER SOFFIT
<br />PRECAST LINTEL
<br />SEE ELEVATION
<br />FOR OVER HANG
<br />(MAX. 4'-0")
<br />SECTION @ ROOF EXTEN
<br />SION rM
<br />SCALE: 3/4" = V-0"
<br />Ss
<br />SIMPSON HTT4 W/ (18) 1 Od x 1
<br />1/2" NAILS TO STUDS & (1) -
<br />5/8" DIA. ALL THREAD ROD
<br />EPDXIEDW/ SIMPSON "SET"
<br />EPDXY MIN. 6" EMBEDMENT 8
<br />3" MIN. EDGE DISTANCE
<br />RETROFIT FOR MIS
<br />MSTAM STRAP
<br />SCALE3
<br />Qr:r- QPF=FZT M Akin
<br />z
<br />>_
<br />0
<br />(0
<br /><
<br />U_
<br />0
<br />U.1
<br />M
<br />FILL 1 st 4 COUR
<br />SES
<br />SOLID WIGROUT
<br />,ad t
<br />FOR OVERHANGS BETWEEN OVER 1 1/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRLICTIONS.�,
<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 />INISH
<br />A - b
<br />A #5 BAR
<br />.. . '* - - - . W . . A
<br />CENTERED W/
<br />IN TOP 9
<br />KNOCKOUT/ ZN
<br />A
<br />CHAIR BLOCK
<br />%
<br />to A
<br />MONO FOOTING
<br />SIZE AND REINF. PER PLAN
<br />T li
<br />E
<br />AND SECTION DETAILS
<br />A
<br />CLEAN FILL .10 A.
<br />DIRT
<br />STANDARD
<br />9
<br />90r HOOK
<br />#5 BAR IN
<br />FILLED CEL
<br />v L L_ L, V L,
<br />L
<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
<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 />(2) #5x6'IN CONC.
<br />U) LO
<br />cli FILLED CELL
<br />DRILL 3/4"4" MIN. HOLE
<br />SET BAR IN EPDXY
<br />SAW CUT
<br />SECTION
<br />EXISTING FOOTING
<br />�j SCALE: N.T.S.
<br />RETROFIT FILLED CELL DETAIL
<br />SCALE: N.T.S,
<br />_0
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<br />To the best of the Engineers knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020
<br />Florida Building Code -
<br />Residential 7th Edition. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
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