|
DOOR JAMB (REFER 1x4. F1/2" DRYWALL DOOR JAMB (REFER r--1 x4 F 1/2" DRYWALL
<br />P.T TO PRODUCT
<br />TO PRODUCT
<br />APPROVAL FOR CON)N.& APPROVAL FOR CONN. x4
<br />3 1x4 P.T- 3/16"0 X 3" LONG FURRING
<br />3-1/4" LONG X 3/16"0 FURRING TAPCONS
<br />TAPCON. INTO STAGGERED @ 16"*lx8 P.T.
<br />BLOCK@ SPACING O.C. 2-ROWS INTO
<br />PER MANUFACTURE 1" DETAIL MASONRYTHROUGH 1-1/211 DETAIL
<br />1x4 P.T. & 1x8 P.T. —
<br />DOOR JAMB (REFER-\
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />/16" x 3 -1/2"
<br />TAPCON @ 16"
<br />1x4 P.T.
<br />O.C. & 4" FROM
<br />DOOR JAMB (REFER
<br />EACH END W/ MIN,
<br />TO PRODUCT
<br />2" EDGE DIST.
<br />APPROVAL FOR CONN.4
<br />(2) ROWS 3/16" x 3-1/2"
<br />TAPCON @ 16" O.C. &
<br />L
<br />4" FROM EACH END w/
<br />2x8 P.T.
<br />), 2 PWT A" rzr:r
<br />x P.T. AS REQ'D
<br />MIN. 2" EDGE DIST.
<br />DOOR JAMB (REFER
<br />1 x4
<br />' A
<br />'
<br />1/2" DRYWALL
<br />F
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />f"_1 X 4
<br />FURRING
<br />(2) ROWS 3/16" x 3-1/2"
<br />'ItF
<br />TAPCON @ 16" O.C. & 4"
<br />4"
<br />2X8
<br />2X8
<br />FROM EACH END w/ MIN.
<br />1X8
<br />2" EDGE DIST. ATTACH
<br />1 x8 w/ (2) ROWS 8d NALS
<br />3" DETAIL
<br />S I AGGERED @ 12" O.C.
<br />—
<br />DOOR JAMB (REFER
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />N.
<br />1x4
<br />1x4
<br />1/2" DRYWALL
<br />1/2"DI
<br />2x8 P.T. w/ (2) ROWS 3/16"
<br />i
<br />x 3-1/2" TAPCON @ 16"
<br />1x4
<br />O.C. & 4" FROM EACH
<br />I
<br />FURRING
<br />3E
<br />END w/ MIN. 2" ED( = DIST.
<br />IST
<br />ATTACH SECOND PLY w/
<br />(2) ROWS 1 Odx3"
<br />2x8
<br />STAGGERED @ 12" O.C.
<br />z_1 1A11 ng=TA I I
<br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSrcc
<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" 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 (4)lOdNAILSINTO
<br />BRACE(S) 2 x 8 BRACE/ BLKG.
<br />7/16" OSI3 CUT HOLE IN O.S.B. FOR
<br />BUILT UP PLWD. BUCK ARCH PANEL i -
<br />SCRIBE (NOTCH) POLY -CELL IN THIS ARE7A
<br />5z
<br />BACKSIDE TO FIT ARCH O:F: (4) 1 Od NAILS INTO 2 x 8
<br />CONNECT W/ 8d NAILS BRACE/BLKG.
<br />r--:p \_2 x 4 SOLID BLKG, (FULL WIDTH OF WALL) BTWN. OSB
<br />ARCH FACES W (4) 10d 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. Qs")
<br />INSTALL WDW. SCREW ANCHOR-1
<br />INTO ARCH BLKG. PER
<br />INSTALLATION DETAILS
<br />1/4" MAX
<br />Ir 2'-0"
<br />SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK ---- i
<br />SECTION
<br />A -A
<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 DIAGONAL BRACE AT EA.
<br />FACE OF ARCH W/ (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 />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 />* /4" MAX EMBEDMENT INT��\K, 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) 1 Od
<br />NAILS AT EA. END
<br />PROVIDE 2 x 8 DIAG. BRACE BTW*�,
<br />VERT. BRACES WHEN HGT, OF N
<br />BRACE EXCEEDS 24"
<br />B T
<br />LEAVE A CUT OUT IN C.S.B. ON T
<br />2 x 8 VERT. BRACE(S)
<br />)!C'S UON
<br />1�� LATION
<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, SCR
<br />ANCHOR INTO ARCH BLKG.
<br />BTWN. OSI3 ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL
<br />THRU OSB INTO 2 x 8
<br />PER INSTALLATION DETAILS
<br />13-13
<br />ARCH DETAIL rK
<br />SCALE: N.T.S. �,Ls�
<br />PROVIDE 2x
<br />PROVIDE (2) MIN. CONT.W1 (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 />FILL SOLID
<br />BOTH CELLS
<br />#5 REBj
<br />(TYP,)
<br />STD. 90'
<br />HOOK (I
<br />±5"
<br />JE 'L,---
<br />NOTCH WEB AT
<br />FIRST 2 COURSI
<br />APAU1 I T = 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) 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" 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 LL
<br />IMPSON
<br />2X6 TO 2X4 H2.5A w/ (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 BLOCKAFTER 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 />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 />.. . ..... ....
<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 />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 />MANUFACTURIER'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 />2X4 SYP #2 CONT. (MATCH TRUSS DEPTH
<br />IF TRUSSES USED) W/ (2) #6 X 4W' 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" �S
<br />MASONRY WALL. SEE PLAN FOR
<br />REINFORCING. PROVIDE LOWER
<br />HOOKED DOWEL
<br />W , W , M , AT PERIMETER
<br />(1) #5 BARS CONT. WHERE THIS CONDITION
<br />TOP WITH MIN. 3" OCCURS
<br />COVER 6-0" F.F.
<br />�x P,
<br />41�..
<br />1=1 1=�d 1, 177 115
<br />E Ell
<br />ko. A E��
<br />, . LI 1E
<br />Ell I 1=1 I I -I I
<br />:1
<br />.. 7�7
<br />Iril 11T
<br />GRADE 1>
<br />CN
<br />CI)
<br />z
<br />C,4 R
<br />\�'\—(2)#5 REBAR. MIN. 3"
<br />16" MIN. 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 1kIAPnM0'rAD1 C IK10TAI I TInKI
<br />FILLED CELL INSTALLATION H
<br />SCALE: N.T.S. SS
<br />SEE ARCH PLAN AND
<br />PRE-ENG TRLSS UESIGN
<br />SEE NCTE"' EEL=
<br />Zx SUB FASCIA
<br />T ALUM DRIP EDGE
<br />ALUM FASCIA
<br />BRGWALLTYPE
<br />PER PLAN 1-14TRIM PAINTED
<br />3 NAIL W 5116" HEAD
<br />F CHANNEL, -4 DIA (6)24"O�C
<br />FA5�TFNED PER I
<br />NOTE 2 BEL n'!,i - I L CONT VENTED OR SOLID SOFFIT
<br />CON'T 2K4 NAILED TO 2x BLOCKING "LED T 0 TOP
<br />5 L DC K IN G w� 2-1 2d NA I U-SC1 CHORD EVERY 0-1 HER TRU�SS
<br />3-12-d NAILS. _YP_ ("I
<br />I G.C) BUILDER TOVEPJF_yiPROVIDES0FF7 MATERIAL SPAN CAPACITIES BASED
<br />ON 7Hz; DE�IGNPRESSURES SPECIFIED FOR COMPONENTS AND CLADDING
<br />LISTED IN THE DESIGN CRFIEFZIA ON SHEET SN.
<br />2 FOR SOFFIT ATTACHMENT ATWALL (PER ALPHA ALUM INC, FL# 16544 F;5 FL
<br />PRODUCT APPROVAL) F CHANNEL FASTENED T__)�
<br />CMU wr T NAIL.097" Dik ig 24'O.C. w� 5�8" MIN. EMBEDMENT
<br />V&)OD W(3� 1� GA. 3,14"x 114"CROWN STAPLES @ 2X'MAX. O.C. IN DIAMOND
<br />PATTERN
<br />SUS FASI-IA wl 16 GA 34"xl)4" ('ROWN STAIPLF,5_) EACH GROOVE
<br />&STRUCTURAL SOFFIT
<br />SF0 1 SCAL& 3A'-1j'-D' I—) FOP, Ai UNONLIN4 SOFFITS WITH SPANS
<br />C
<br />REV 09 23 2.021 > V-4", INSTALL MID SPAN BLOCKING PER
<br />THE SOFFIT FL PA INSTALLATION CRITFRIA
<br />TO THE PRODUCT APPROVAL FOR INSTALLATION DETAJLS.�
<br />X 4 # YP S AB 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 />41 (2) 1 Od NAILS @ 8" O.C.
<br />TO TRUSS TOP CHORD
<br />+ + PLYWOOD SHEATHING
<br />+
<br />+ BLOCKING AS
<br />+ REQUIRED
<br />TO SUPPORT
<br />TRUSS SOFFIT
<br />2X4 SYP
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL
<br />SCHED.
<br />PRECAST LINTEL
<br />SEE ELEVATION
<br />2X2 #2 P.T. MIN. FOR OVER HANG
<br />W/J-CHANNEL SECURED -(MAX. 4'-0")
<br />@24" O.C. FASTENED TO
<br />CMU W/ 3" LONG T-NAILS @
<br />24" O.C.
<br />SECTION @ ROOF EXTENSION
<br />SCALE: 3/4" = V-0"
<br />SIMPSON HTT4 w/ (18) 1 Od 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 Ml%rl-.
<br />MSTAM STRAP
<br />.RrAI;:-.1/J
<br />OCC OUCCT M0 Akir)
<br />z
<br />0
<br />LL
<br />0
<br />0
<br />0
<br />2"x BOT. PLATE W/ (2) 10d @ 6" O.C.
<br />3/4" PLYWOOD DECKING GLUED -
<br />AND NAILED W/ 8d COMMON @
<br />6" O.C. EDGES AND 12" O.C. FIELD
<br />/---ATTACHED WALL SHEATHING TO
<br />2X BOTTOM PLATE W/ 8d @ 4"
<br />O.C., 2 ROWS STAGGERED
<br />,-2x BAND JOIST W/ FACE NAIL 10d
<br />@TOP & BTTM CHORD, AND (8)
<br />FACE NAILS 10d @ TRUSS VERT.
<br />WEB
<br />NOTE:
<br />LAP SHEATHING TO
<br />BOTTOM OF BAND
<br />- SIMPSON HGAM10KTA @ 12" O.C.
<br />w/ (4) 1/4xl 1/2" SDS SCREWS
<br />INTO BAND JOIST & (4) 1/4"x2 3/4"
<br />TITEN INTO K.O. BLOCK
<br />RETROFIT FOR MISSING EMBEDDED STRAP
<br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO
<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 />L
<br />RETROFIT WALL OVERHANG DETAIL (NTS)
<br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2"
<br />FETE FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D.
<br />11-011 51-011
<br />NISH F
<br />SCALE: N.T.S.
<br />> . .. .. . .: ..a .. - - -b - I - 110 . .
<br />#5 BAR
<br />CENTERED W/
<br />'At, "L!901 �FFUK�. IN TOP
<br />----------- Y
<br />KNOCKOUT/ 04
<br />A CHAIR BLOCK
<br />MONO FOOTING A.
<br />SIZE AND REINF. PER PLAN 71
<br />AND SECTION DETAILS
<br />CLEAN FILL
<br />DIRT
<br />LSTANDARD
<br />9(Y HOOK 04
<br />#5 BAR IN
<br />FILLED CEL
<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 />DRILL 3/4"x5" MIN. HOLE
<br />SET BAR IN EPDXY
<br />I i EXISTING FOOTING
<br />RETROFIT FILLED CELL DETAIL
<br />(2) #5x6'IN CONC.
<br />FILLED CELL
<br />�4-� SAWCUT
<br />SECTION
<br />SCALE: N.T.S.
<br />MAR 0 4 2023
<br />SCALE: N.T.S.
<br />Virtual Review Assist, Inc.
<br />Plans Review completed and approved
<br />for compliance with the 2020 FOC 7th Edition
<br />by Debra Anne Klahr PX2300
<br />N
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