|
1/4" MAX
<br />SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK ---
<br />F_ 1/1
<br />ER 4 1/2" D
<br />DOOR JAMB(REFER 1X4 1/2" DRYWALL DOOR JAMB (REF I 1x k RYWALL
<br />TO PRODUCT P.T. F TO PRODUCT
<br />APPROVAL FOR CONN. APPROVAL FOR CONN. x4
<br />1 x4 P.T. 3/16"0 X 3" LONG FURRING
<br />3-1/4" LONG X 3116"03 FURRING TAPCONS
<br />TAPCON. INTO STAGGERED @ 16" 1x8 P.T.
<br />BLOCK@ SPACING O.C. 2-ROWS INTO
<br />PER MANUFACTURE 11' DETAIL MASONRYTHROUGH 1-1/211 DETAIL
<br />1 x4 P.T. & 1 x8 P.T.
<br />DOOR JAMB (REFER-\
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />3/16" x 3 -1/2"
<br />TAPCON @ 16"
<br />IX14 1, 1
<br />1 x4 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 CON*N.
<br />15M
<br />(2) ROWS 3/16" x 3-1/2"
<br />TAPCON @ 16" O.C. &
<br />4" FROM EACH END w/
<br />)�SZ P T
<br />2x8 P.T.
<br />') 2 P T 'a,
<br />, rzr:r
<br />x P.T. AS REQ'D
<br />MIN. 2" EDGE DIST.
<br />2x DETAIL
<br />2 1/4" DETAIL
<br />DOOR JAMB (REFER
<br />1X4
<br />1x4
<br />11Z UMTVVMLL
<br />L
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />1X4
<br />*2X�8
<br />FURRING
<br />(2) ROWS 3/16" x 3-1/2"
<br />TAPCON @ 16" O.C. & 4""
<br />FROM EACH END w/ MIN.
<br />1x8
<br />2" EDGE DIST. ATTACH
<br />1x8 w/ (2) ROWS 8d NALS
<br />3" DETAIL
<br />STAGGERED @ 12" O.C.
<br />DOOR JAMB (REFER
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />F- IX4
<br />D I
<br />F 1/2" DRYWALL
<br />�j 6"
<br />2x8 P.T. w/ (2) ROWS 3/16"
<br />x 3-1/2" TAPCON @ 16"
<br />i/2"
<br />O.C. & 4" FROM EACH
<br />FURRING
<br />END w/ MIN. 2" EDGE DIST).
<br />ATTACH SECOND PLY w/
<br />(2) ROWS 10dx3"
<br />2x8
<br />STAGGERED @ 12" O.C,
<br />I-11AII r)[=TAII
<br />BUILDOUT �'db OVER SIZE DOOR -WINDOW ROUGH OPENINGSrCC
<br />SCALE: N.T.S. � SS
<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 X4 FURRING
<br />BLOCK HEADER
<br />1/2" DRYWALL
<br />8d NAILS AT 8" O.C. AT BUCK
<br />2x845' DIAGONAL (4) 10d NAILS INTO
<br />BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG.
<br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />I
<br />SCRIBE (NOTCH) POLY -CELL IN THIS ARE7A
<br />Sz
<br />BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8
<br />CONNECT W/ 8d NAILS BRACE/ BLKG.
<br />INSTALL WDW. SCREW ANCHORN \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />INTO ARCH BLKG. PER ARCH FACES W (4) 1 Od NAILS THRU OSB INTO 2 x 8
<br />INSTALLATION DETAILS A -A PROVIDE TAPCON PER WD ANSTALLATION DETAILS OR THRU
<br />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH
<br />ARCH DETAIL rT�_
<br />SCALE: N.T.S. 1\ �S
<br />SECTION
<br />Z-0" 78- 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 />---2 x 8 45 DIAGONAL 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 />2
<br />x 8 BUCK - CONNECT TO BLOCK SECTION
<br />WITH
<br />1/4" x 3 114" TAPCON (1 1/4" MIN. B-B
<br />/4" MAX EMBEDME NTINTO 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*_1'
<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 W1
<br />8d NAILS
<br />"--2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />—
<br />INSTALL WDW, SCRE
<br />ANCHOR INTO ARCH BLKG.
<br />BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL EQUAL
<br />THRU OSB INTO 2 x 8
<br />—
<br />—
<br />PER INSTALLATION DETAILS
<br />B-B
<br />ARCH DETAIL rK
<br />SCALE: N.T.S. 1\ �S
<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 />A I h A A W M A M
<br />PROPER INSTALLATION MAX. 8"
<br />FILL SOLID
<br />BOTH CELLS
<br />L
<br />#5 REB
<br />(TYP)
<br />STD. 90'
<br />HOOK
<br />±5 A
<br />LNOTCH 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) 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 4W' 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 />JACK TRUSS PROVIDED BY SEE 12
<br />TRUSS COMPANY OR PLAN
<br />2x6 #2 SYP @ 24" O.C.
<br />ROOF SHEATHING ATTACHED
<br />PER NAILING SCHEDULE LL
<br />L
<br />12d NAILS SIMPSON
<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) 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 JAM BS 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 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) 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 />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 />. . . . . . . . . . .
<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 R160
<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 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 41/2" WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16"
<br />O.C.
<br />SECTION @ ENTRY
<br />77ALE: 3/4" = V-0"
<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 F.F.
<br />4�.
<br />k 0EEF11 IT, E", I 1E1 I 1EE1 11-11 F
<br />=1 I 1=1 I EEI I P
<br />1=1 I 1=1
<br />I I 1=1 I M,
<br />1EE1 I M I I-
<br />M
<br />GRADE ILI If
<br />S 7
<br />z
<br />(2) #5 REBAR. MIN. 3"
<br />16" MIN. Of COVER EA. WAY
<br />SECTION AT DEEP MONO FOUNDATION
<br />SCALE: 3/4" = T-0"
<br />FILLED CELL PER
<br />FOUNDATION PLAN
<br />A
<br />YP.)
<br />THE
<br />:S
<br />I IKIAnt�!=_DTADI C: IKICTAI I TInKI
<br />FILLED CELL INSTALLATION rW�
<br />SEE ARCH PLAN AND
<br />PRE-ENG TRUSS DESIGN
<br />SEE NOTE I BELOW
<br />SCALE: N.T.S.
<br />�x SUB
<br />ALUM C, R Q1 E 1: ��'i E
<br />AWM F 41.' C:
<br />BRG WALL TYPE
<br />PER PLAN
<br />F CHANNEL -4----- SS NAI! S' 11,'.*. " ,E,40
<br />FASTENED PER DIA.
<br />NOTE 'I BELOW CONT VENTED OR S�')L!D �';1�)F::�!7
<br />CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP
<br />BLOC.I(ING w�2-112d W-JLS (7 CHORD EVERY OTHER TRILIS
<br />wl 3-12d NAILS, TYP_ ("I
<br />G.C.,, BUILDER TO VERJFYTROVIDE SOFFIT MATERIAL SPAN CAPACIT�E-`_-� E D
<br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDIN�3
<br />LISTED IN THE DESIGN CRITERIA CN SHEET SN
<br />2� FOR SOFFIT ATTACHNIFINT AT WALL (PER ALPHA ALLINt INC. FL# 16544 FIL
<br />PRODUCT APPROVAL) F CHANNEL FASTENED TO�
<br />- CN1U'M T NAIL .097" DIA, 4124* �Q,C.,wl 98" NIIN. EMBEDMENT
<br />- WOOD W (3) 16 GA_,'1,14'1x1A40 CRUNN STAPLES @ 2,V MAX, O-C. IN `44,�I::`11�I[1,
<br />PATTERN
<br />- SUB FASCIA W! 16 GA 397-xii-4- CROWN STAPLE @ EACH GROO-1,F
<br />STRUCTURAL SOFFIT
<br />SF01 SCALE 3;4- 1'-0` f'*) FOR ALLIMIN UM SOFFITS WIT A S
<br />REV 0-923202-1 V-4", INSTALL MID SPAN FIL OX—Y-N
<br />THE SOFFIT FL PA INSTALLAT .0N 2-- ITF
<br />-REFER TO THE PRODUCT APPIIZOVAL FOR 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 />0 (2) 10d NAILS @ 8" O.C.
<br />+ -IN TO TRUSS TOP CHORD
<br />+ + PLYWOOD SHEATHING
<br />+ BLOCKING AS
<br />+ REQUIRED
<br />TO SUPPORT
<br />TRUSS SOFFIT
<br />+
<br />2X4 SYP . .......... . L
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL
<br />SCHED.
<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
<br />SCALE: 3/4" = V-D"
<br />SIMPSON HTT4 wl (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 MI%c.
<br />MSTAM STRAP
<br />RrAl F- q/A
<br />Qr-r-: CWr-;r;T n) AN1r)
<br />rr,
<br />z
<br />0
<br />C0
<br />U-
<br />W
<br />0
<br />U)
<br />2N BOT. PLATE W/ (2) 1 Od @ 6" O.C..
<br />314" PLYWOOD DECKING GLUED
<br />ATTACHED WALL SHEATHING TO
<br />AND NA'LED 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 BAND JOIST W/ FACE NAIL 1 Od
<br />@ TOP & BTTM CHORD, AND (8)
<br />[/BOTTOM
<br />FACE NAILS 10d @ TRUSS VERT.
<br />WEB
<br />E
<br />NOTE:
<br />LAP SHEATHING TO
<br />C OF BAND
<br />.4
<br />SIMPSON HGAM 1 OKTA @ 12"O�C.
<br />w/ (4) 1/41 1/2" SDS SCREWS
<br />INTO BAND JOIST & (4) 1AN2 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 />OVERHANG".
<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 />11-011 51-011
<br />NISH FLOQ
<br />.. A ----#5 BAR,
<br />> 10" CENTERED W/
<br />C)
<br />KNOCKOUT/ CN
<br />CHAIR BLOCK
<br />MONO FOOTING
<br />SIZE AND REINF. PER PLAN
<br />AND SECTION DETAILS
<br />CLEAN FILL
<br />DIRT 2
<br />S ST)
<br />TANDARD
<br />9 90,
<br />0* HOOK
<br />#5 BAR IN
<br />FILLED CEL
<br />V
<br />%V V V V V ;R\\ v SIX
<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 />2
<br />MUST BE PACKED WITH NON -SHRINK GROUT
<br />(USUALLY ± 2") JUL
<br />#5x6'EMBEDDED INTO EXISTING BOND BEAM
<br />FILL CELL FULL HEIGHT W/
<br />NON SHRINK GROUT.
<br />virtual Review Assi nc.
<br />Plans Review completed and approved
<br />for compliance with the 2020 FBC 7th Edit
<br />#5x6'EMBEDDED INTO
<br />by Debra Anne Klahr PX2300
<br />EXISTING FOOTING
<br />(2) #5x6'[N CONC.
<br />FILLED CELL
<br />DRILL 3/4"x5" MIN. HOLE
<br />SET BAR IN EPDXY
<br />k�7
<br />rA �, -.
<br />rA
<br />I EXISTING FOOTING
<br />RETROFIT FILLED CELL DETAIL
<br />SCALE: N.T.S.
<br />SAW CUT
<br />SECTION
<br />SCALE: N.T.S.
<br />CN
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