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<br />FER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER I_1x4 F1/2" DRYWALL
<br />DOOR JAMB (RE P.T. F TO PRODUCT F TO PRODUCT
<br />TO PRODUCT APPROVAL FOR CONN.
<br />Cot APPROVAL FOR CONN. X 4
<br />APPROVALFOR NN.
<br />x4 P.T. x4
<br />3/16"0 X 3" LONG FURRING
<br />FURRING (2) ROWS 3/16" x 3-1/2"
<br />3-1/411 LONG X 3/16"0 FURRING
<br />TAPCONS TAPCON @ 16�" O.C. & 4"
<br />TAPCON. INTO 2X8
<br />STAGGERED @ 16
<br />BLOCK@ SPACING O.C. 2-ROWS INTO FROM EACH END w/ MIN. 1X8
<br />PER MANUFACTURE 11- DETAIL MASONRYTHROUGH 2" EDGE DIST. ATTACH
<br />1-1/211 DETAIL 1 x8 w/ (2) ROWS 8d NAILS
<br />1x4 P.T. & 1x8 P.T. 3" DETAIL
<br />STAGGERED @ 12" O.C.
<br />3/16" x 3 -1/2" DOOR JAMB (REFER
<br />TAPCON @ 16" 1x4 P.T.
<br />TO PRODUCT
<br />DOOR JAMB (REFER
<br />O.C. & 4" FROM 1/2" DRYWALL
<br />EACH END W/ MIN. TO PRODUCT APPROVAL FOR CONN. 1x4
<br />DOOR JAMB (REFER
<br />2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"
<br />TO PRODUCT
<br />x 3-1/2" TAPCON @ 16"
<br />APPROVAL FOR CONN. 1x4
<br />(2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH
<br />TAPCON @ 16" O.C. END w/ MIN. 2"
<br />& EDGE DIST. FURRIM
<br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/
<br />2x P.T. AS REQ MIN. 2" EDGE DIST. 2x8
<br />2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/41' DETAIL
<br />�D (2) ROWS 1 0dx3"
<br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS(`Cc'�
<br />N. 1X4
<br />"'4-
<br />-T
<br />)N
<br />14" 2X8
<br />KI jyq
<br />�j 1/2" DI
<br />D IST
<br />W/
<br />SCALE: N.T.S.
<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' 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 />\\\-2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSI3
<br />ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 X 8
<br />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 />)7A
<br />INSTALL WDW. SCREW ANCHOR-1
<br />INTO ARCH BLKG. PER
<br />INSTALLATION DETAILS
<br />BLOCK HEADER
<br />1 X 4 FURRING
<br />8d NAILS @ 8" O.C. AT BUCK
<br />PROVIDE 2 x 8 DIAG. BRACE BT
<br />VERT. BRACES WHEN HGT. OF
<br />BRACE EXCEEDS 24"
<br />2 x 8 VERT. BRACE(S)
<br />BUILT UP PLWD. BUCK -
<br />SCRIBE (NOTCH) BACKSIDE
<br />TO FIT ARCH CONNECT W/
<br />8d NAILS
<br />INSTALL WDW, SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />PER INSTALLATION DETAILS
<br />1/4" MAX
<br />SOLID BLKG, AT TOP BTWN.
<br />ARCH BLKG. & BUCK
<br />T-O"
<br />SECTION
<br />A -A
<br />8"
<br />2 x 8 BUCK - CONNECT TO BLOCK
<br />WITH 1/4" x 3 1/4" TAPCON (1 1/4" M IN.
<br />EMBEDMENT INTO K.)
<br />/4" MAX
<br />Z-101"
<br />SOLID BLKG. AT TOP BTWN. ARCH
<br />BLKG. & BUCK
<br />2 x 8 VERT. W/ (2) 1 Od
<br />NAILS AT EA. END
<br />LEAVE A CUT OUT IN O.S.B. ON T
<br />INSIDE TO ALLOW FOR INSULATION
<br />TO BE INSTALLED
<br />7/16" OSB ARCH PANEL
<br />nz=_
<br />_��]—"'-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />BTWN. OSB ARCH FACES W1 (4) 10d NAILS EQUAL
<br />THRU OSB INTO 2 x 8
<br />ARCH DETAIL
<br />B-B
<br />SCALE: N.T.S.
<br />1�11, �s
<br />0 S ON T
<br />I�B
<br />SULATION
<br />1/4" x 3 1/4" TAPCONS
<br />—LEAVE A CUTOUT IN O.S.B. ONTHE
<br />INSIDE TO ALLOW FOR INSULATION
<br />TO BE INSTALLED
<br />---2 x 8 45 DrAGONAL BRACE AT EA.
<br />FACE OF ARCH W1 (3) 1 Od 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 />PROVIDE: 2x
<br />PROVIDE (2) MIN.
<br />CONT. V
<br />S
<br />TAPCON AT EA. SIDE 12d NAIL
<br />BUCK - (1) WITHIN 4"
<br />MIN. OF START OF
<br />ARCH
<br />START OF ARC
<br />4'MAX. RAD.
<br />EQUAL
<br />PROPER INSTALLATION MAX. 8"
<br />FILL SOLID
<br />BOTH CELLS
<br />#5 REB,
<br />(Typ')
<br />STD. 90'
<br />HOOK (
<br />Lill,
<br />1/1
<br />A
<br />±5
<br />NOTCH WEB AT
<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) 114"xl 1/2" SIDS
<br />SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS
<br />IS 2 PLY INSTALL SIMPSON LGT2 wl (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" 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 ILL
<br />(5) 12d NAILS SIMPSON
<br />2X6 TO 2X4 HZ5A W/ (10)
<br />8d NAILS
<br />BY-/JACK TRUSS PROVIDED
<br />TRUSS COMPANY OR 2X4
<br />#2 SYP @ 24" O.C.
<br />OOOF
<br />4'-0" MAX SEE PLAN 7
<br />_j
<br />2X4 SYP #2 CONT
<br />(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 />.
<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 />SCALE: 3/4" V-0"
<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 />MASONRY WALL. SEE PLAN FOR
<br />REINFORCING. PROVIDE LOWER
<br />D)
<br />SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS
<br />HOOKED DOWEL
<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 />W W M AT PERIMETER
<br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT.
<br />— 1 4 EXPANSION BOLT (2
<br />WHERE THIS CONDITION
<br />E)
<br />INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS
<br />9 ga. PANEL �,'���P/E
<br />R ANCHOR)
<br />OCCURS
<br />#5 CONT. TOP & MID
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
<br />REINFORCING
<br />WITH MIN. 3" COVER
<br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL
<br />(EVERY OTHER
<br />61-0" -F.
<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 />A
<br />REINFORCING AS FOLLOWS:
<br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />.., - _�I� . . '...
<br />, ;
<br />SEALANT
<br />. — I
<br />11
<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 />17
<br />F)
<br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT
<br />GRADE
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />T 6" MIN. LAP
<br />G)
<br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />SPLICE
<br />A
<br />C14
<br />REMAIN FREE OF MORTAR.
<br />NOTE:
<br />Cn
<br />H)
<br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<br />SEE GLASS BLOCK INSTALLATION NOTES,
<br />CN
<br />t,
<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 />(2) #5 REBAR. (1 -STORY)
<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 />16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY)
<br />1)
<br />AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
<br />MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY
<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
<br />.20"
<br />J)
<br />APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE
<br />SECTION AT DEEP MONO FOUNDATION
<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 />REV. 07.28.21 SCALE: 3/4" = V-0"
<br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
<br />INSTALLATION OF GLASS BLOCK.
<br />FILLEDCELLPER
<br />FOUNDATION PLAN
<br />#* UNACCEPTABLE INSTALLTION
<br />DO NOT DO THIS
<br />�R
<br />(P.)
<br />E711
<br />FHE
<br />:S
<br />FILLED CELL INSTALLATION
<br />SEE ARCH PLAN AND
<br />PRE-ENG TRUSS DESIGN
<br />0177117 4 MM fNIA1
<br />BRG WALL TYPE
<br />PER PLAN
<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 />4#
<br />#5 REBAR (TYP,)
<br />#00
<br />fVTD. 90- HOOK (TYP.)
<br />SCALE: N.T.S
<br />ALUM DRIP EDGE
<br />2x SUB FASCIA
<br />L- 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./ 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 SIN.
<br />2. 2x2 #2 MIN. P.T. wl 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 W/
<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 />MID BLOCKING NOT REQUIRED
<br />S
<br />REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < T-4"
<br />SF01 CALE:3/4" = V-0" (") FOR ALUMINUM SOFFITS 71-4-
<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 />4
<br />+
<br />+ + 21y
<br />+ +
<br />+
<br />+
<br />+
<br />+
<br />+
<br />TRUSS
<br />2X4 SYP
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL-
<br />SCHED.
<br />PRECAST LINTEL
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />-6"
<br />TRUSS AS SHOWN FOR O.H. UP TO 2'
<br />DOUBLE 2x4 SCAB FOR Z-13" TO 4'-0" O.H.
<br />O.C.
<br />(2) 10d NAILS @ 8
<br />TOTRUSSTOPCHORD
<br />PLYWOOD SHEATHING
<br />BLOCKING AS
<br />+
<br />REQUIRED TO
<br />+ +
<br />+ SUPPORT SOFFIT
<br />SEE ELEVATION
<br />FOR OVER HANG
<br />SECTION @ ROOF EXTE
<br />(MAX. 4'0")
<br />INISION rM
<br />SCALE: 3/4" V-0"
<br />Ss
<br />qPP: -qHPPT n,) Amn
<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
<br />3" MIN. EDGE DISTANCE
<br />RETROFIT FOR I`iiii
<br />MSTAM STRAP
<br />SCALE:3:11 -
<br />cr_
<br />z
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<br />@ FIRST COURSE
<br />-H
<br />SS
<br />2N 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 BANDJOISTW/ 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 />JU
<br />SIMPSON HGAM10KTA @ 12" O.C.
<br />w/ (4) 1/4xl 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 1 st 4 COURSES
<br />SOLID W/GROUT
<br />FOR OVERHANGS BETWEEN OVER 11/2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS.
<br />OVERHAN
<br />RETROFIT WALL OVERHANG DETAIL (NTS
<br />FOR OVERHANGS BETWEEN 3/4" TO 1 112"
<br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
<br />11-011 51-011
<br />ISH F
<br />1
<br />b
<br />A
<br />#5 BAR
<br />1.0"
<br />CENTERED W/
<br />....... .... KNOCKOUT/ N
<br />CHAIR BLOCK
<br />C)
<br />IN TOP
<br />%
<br />MONO FOOTING
<br />SIZE AND REINF. PER PLAN
<br />AND SECTION DETAILS
<br />A
<br />0, A
<br />CLEAN FILL
<br />DIRT
<br />D C)
<br />;2'
<br />04
<br />#5 BAR IN
<br />FILLED CEL
<br />VL L . L, v V10
<br />2-. 2�.
<br />V V V v.
<br />STEMWALL FOOTING SIZE AND
<br />REINF. PERLAN AND STEMWALL
<br />MONO TO STEMWALL FOOTING SECTION DETAILS
<br />SCALE: 3/4" V-0"
<br />r9S TANDAR
<br />T,
<br />90' HOOK
<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"xS' MIN. HOLE
<br />SET BAR IN EPDXY
<br />EXISTING FOOTING
<br />RETROFIT FILLED CELL-DETAI-L
<br />InN UE—N lill r%r%KlfN
<br />SAW CUT
<br />SE
<br />rA CTION
<br />�j SCALE: N.T.S'.
<br />SCALE: N.T.S.
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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 tructural engineering portions of the drawing pages beadng
<br />Engsineer's signature and seal.
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