|
DOOR JAMB (REFER 1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER
<br />1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER
<br />TO PRODUCT
<br />1x4 1/2" DRYWALL
<br />TO PRODUCT
<br />P.T.
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />/ ,;, '
<br />APPROVAL FOR CONN.
<br />'
<br />X 4
<br />APPROVAL FOR CONN.
<br />!i!
<br />3/16" 0 X 3" LONG
<br />1x4
<br />''- %! FURRING
<br />(2) ROWS 3/16" x 3-1/2"
<br />%�� ; , FURRING
<br />''
<br />3-1/4" LONG X 3/16" o
<br />%'/ FURRING
<br />TAPCONS
<br />%i , '; ,
<br />TAPCON. INTO
<br />STAGGERED @ 16"
<br />TAPCON @ 16" O.C. & 4"
<br />2X8
<br />BLOCK@ SPACING „
<br />1
<br />DETAIL
<br />O.C. 2-ROWS INTO
<br />1x8 P.T.
<br />FROM EACH END w/ MIN.
<br />2" EDGE DIST. ATTACH
<br />1X8
<br />PER MANUFACTURE
<br />MASONRY THROUGH 1-1 /2" DETAIL
<br />1x8 w/ (2) ROWS 8d NALS
<br />��
<br />3 DETAIL
<br />1x4 P.T. & 1x8 P.T.
<br />STAGGERED @ 12" O.C.
<br />3/16" x 3 -1/2"
<br />1x4 P.T.
<br />DOOR JAMB (REFER
<br />TAPCON @ 16"
<br />TO PRODUCT
<br />O.C. & 4" FROM
<br />DOOR JAMB (REFER
<br />APPROVAL FOR CONN.
<br />1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER
<br />TO PRODUCT
<br />EACH END W! MIN.
<br />2" EDGE DIST.
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />i '%i j;/
<br />2x8 P.T. w/ (2) ROWS 3/16"
<br />APPROVAL FOR CONN,
<br />% %�':';%-
<br />(2) ROWS 3/16" x 3-1/2"
<br />i
<br />x 3-1/2" TAPCON @ 16°
<br />O.C. & 4" FROM EACH
<br />1x4
<br />TAPCON @ 16" O.C. &
<br />END w/ MIN. 2" EDGE DIST.
<br />FURRINI
<br />4" FROM EACH END w/
<br />2x8 P.T.
<br />ATTACH SECOND PLYw/
<br />2x P.T. AS REQ'D
<br />MIN. 2" EDGE DIST.
<br />(2) ROWS 10dx3"
<br />2x8
<br />4,I
<br />STAGGERED @ 12" O.C.
<br />�_-( /d" nPT011
<br />2x DETAIL 21/ DETAIL
<br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC
<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 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. 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 J
<br />SCALE: N.T.S. SS
<br />INSTALL WDW. SCREW ANCHOR-1
<br />INTO ARCH BLKG. PER
<br />INSTALLATION DETAILS
<br />1/4" MAX
<br />SOLID BLKG. AT TOP BTWN.
<br />ARCH BLKG. & BUCK —�
<br />2 x 8 BUCK - CONNECT TO BLOCK
<br />2'-0"
<br />WITH
<br />1/4" x 31/4" TAPCON (1 114" MIN. -
<br />1/4" MAX EMBEDMENT INTO K.)
<br />2'-0"
<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)10d
<br />NAILS AT EA. END
<br />PROVIDE 2 x 8 DIAG, BRACE B
<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 W/
<br />8d NAILS
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />INSTALL WDW, SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL
<br />THRU OSB INTO 2 x 8
<br />PER INSTALLATION DETAILS
<br />B-B
<br />ARCH DETAIL rK
<br />SCALE: N.T.S. SS
<br />SECTION
<br />A -A
<br />8"
<br />1/4" x 31/4" 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 W/ (3)1 Od NAILS
<br />AT EA. END
<br />\_
<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 />EQUAL
<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 />PROPER INSTALLATION MAX. 8
<br />#5 RE&
<br />(TYP)
<br />STD. 90'
<br />FILL SOLID
<br />HOOK (1
<br />BOTH CELLS
<br />Ae
<br />MLL
<br />NOTCH WEB AT
<br />±5A
<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" x21/4" 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 1N 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 4Y�" 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 ALL
<br />(5) 12d NAILS SIMPSON
<br />2X6 TO 2X4 H2"5A w/ (10)
<br />8d NAILS
<br />i
<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 />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 />IF TRUSSES USED) W/ (2) #6 X 4%" WOOD
<br />SCREWS @ 16" O.C. MAX. OR IF MASONRY
<br />WALL USE (2)1/4" X 31/2" TAPCONS AT 16"
<br />O.C.
<br />SECTION @ ENTRY L
<br />SCALE: 3/4" = V-0" SS
<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 />AN
<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.
<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
<br />PER ANCHOR)
<br />#5 CONT. TOP & MID OCCURS
<br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING
<br />REINFORCING
<br />WITH MIN. 3" COVER 6-0"
<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 />°
<br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALLREINFORCING
<br />AS AS FOLLOWS:
<br />SEALANT
<br />o
<br />* PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.
<br />p =_1T�'ITI—I I I
<br />* PRESS PANEL REINFORCING INTO PLACE.
<br />6 MIN. LAP SPLICE W/
<br />D III-1Ti�
<br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL
<br />REINFORCING PANEL
<br />—
<br />SMOOTH. DO NO FURROW.
<br />D'°
<br />F)
<br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT
<br />GRADE D D IT_h-I II I=
<br />A I
<br />FURROW" MAINTAIN UNIFORM JOINT WIDTH.
<br />6" MIN. LAP
<br />p °
<br />G)
<br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />SPLICE
<br />NOTE:
<br />M ° .p
<br />REMAIN FREE OF MORTAR.
<br />�c
<br />SEE GLASS BLOCK INSTALLATION NOTES"
<br />r \ D
<br />H)
<br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS
<br />°
<br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE
<br />TIME
<br />°
<br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.
<br />GLASS BLOCK DETAIL
<br />\ D (2) #5 REBAR. (1-STORY)
<br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE
<br />-- - -
<br />( 16" MIN. (I-STORY)(3) #5 REBAR. (2-STORY)
<br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.)
<br />GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA
<br />BUILDING CODE RESIDENTIAL SECTION R160
<br />1)
<br />AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN
<br />20" MIN. (2-STORY) WITH MIN" 3" COVER EA. WAY
<br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING.
<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" = 1'-0"
<br />FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR
<br />INSTALLATION OF GLASS BLOCK.
<br />L FILLED CELL PER
<br />FOUNDATION PLAN
<br />IR
<br />YP.)
<br />THE
<br />:S
<br />11_
<br />11
<br />11
<br />�s
<br />UNACCEPTABLE INSTALLTION
<br />DO NOT DO THIS
<br />#5 REBAR (TYP,)
<br />11
<br />11
<br />1®
<br />11
<br />j1#5TD. 90° HOOK (TYP.)
<br />11
<br />B @ FIRST COURSE
<br />se
<br />2"x BOT. PLATE W/ (2)10d @ 6" O.C.
<br />3/4" PLYWOOD DECKING GLUED
<br />ATTACHED WALL SHEATHING TO
<br />2X BOTTOM PLATE W/ 8d @ 4"
<br />AND NAILED W/ 8d COMMON @
<br />O.C., 2 ROWS STAGGERED
<br />6" O.C. EDGES AND 12" O.C. FIELD
<br />2x BAND JOIST W/ FACE NAIL 10d
<br />@ TOP & BTTM CHORD, AND (8)
<br />FACE NAILS 10d @ TRUSS VERT.
<br />WEB
<br />METAL SEAT PLATE
<br />NOTE:
<br />LAP SHEATHING TO
<br />BOTTOM OF BAND
<br />JOIST TYPICAL
<br />SIMPSON HGAMIOKTA @ 12" O.C.
<br />W/ (4)1/4x1 1/2" SDS SCREWS
<br />INTO BAND JOIST & (4)1/4"x2 3/4"
<br />- .
<br />TITEN INTO K.O. BLOCK
<br />FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP
<br />SCALE: N.T.S.
<br />SS 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 />BRG WALL TYPE --j-- j
<br />PER PLAN I I
<br />I I
<br />F CHANNEL,
<br />FASTENED PER 1
<br />NOTE 2 BELOW I Y
<br />CONT 2x4 NAILED TO
<br />BLOCKING w! 2-12d NAILS (**)
<br />2x SUB FASCIA
<br />ALUM DRIP EDGE
<br />• ALUM FASCIA
<br />— 1-3/4" TRIM PAINTED
<br />SS NAIL w/ 5/16" HEAD
<br />DIA. @ 24" O.C.
<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./ 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. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL
<br />PRODUCT APPROVAL) F CHANNEL FASTENED TO:
<br />CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT
<br />WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND
<br />PATTERN
<br />SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE
<br />STRUCTURAL SOFFIT
<br />SFO 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS
<br />REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER
<br />THE SOFFIT FL PA INSTALLATION CRITERIA
<br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.*
<br />2kO
<br />+ �FNOTH
<br />+ +
<br />+ +
<br />+ +
<br />+ +
<br />+
<br />2X4 SYP I I�'•I.
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL— -'I/ II
<br />SCHED.
<br />2 X 4 #2 SYP SCAB TO SIDE OF
<br />TRUSS AS SHOWN FOR O.H. UP TO Z-6"
<br />* DOUBLE 2X4 SCAB FOR Z-6" TO 4'-0" O.H.
<br />(2)10d NAILS @ 8" O.C.
<br />TO TRUSS TOP CHORD
<br />PLYWOOD SHEATHING
<br />BLOCKING AS
<br />+ REQUIRED TO
<br />�\ + SUPPORT SOFFIT
<br />CENTER SOFFIT -
<br />PRECAST LINTEL
<br />SEE ELEVATION
<br />FOR OVER HANG
<br />(MAX. 4'-0")
<br />SECTION @ ROOF EXTENSION M
<br />SCALE: 3/4" = V-0" SS
<br />SFF RHFFT na ANn
<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 8
<br />3" MIN" EDGE DISTANCE
<br />RETROFIT FOR MIS
<br />MSTAM STRAP
<br />SCALE: 3,•, - r
<br />z
<br />0
<br />U_
<br />0
<br />w
<br />4
<br />I-
<br />U
<br />FILL 1st 4 COURSES
<br />SOLID W/GROUT
<br />a
<br />a
<br />FOR OVERHANGS BETWEEN OVER 1 1!2"
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS. • ° a'�
<br />•e
<br />OVERHAN
<br />a
<br />°
<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 REl
<br />1'-0" 5'-0"
<br />I INISH FLO
<br />.• . .. �..
<br />10 to, ° #5 BAR x
<br />p. 10 • • : CENTERED W/ 2
<br />° s H IN TOP ca
<br />a : KNOCKOUT / N
<br />° CHAIR BLOCK
<br />f D•
<br />MONO FOOTING ---i
<br />SIZE AND REINF. PER PLAN
<br />AND SECTION DETAILS
<br />CLEAN FILL .o • • °.
<br />DIRT z
<br />°• ° STANDARD q
<br />90° HOOK N
<br />#5 BAR IN
<br />FILLED CELL, �, ♦ ,
<br />v _v►,r�v ►. v dv s, v °v►,
<br />. ° �Zrcj 4-7
<br />-
<br />�f•v�is•v v��s•� v�.s vfs•
<br />STEMWALL FOOTING SIZE AND
<br />MONO TO STEMWALL FOOTING REINF. AND STEMWALL
<br />SECTIONN DDETAETAILS
<br />SCALE: 3/4" = 1'-0"
<br />ATE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC
<br />)NTACT 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 />¢ g EXISTING FOOTING (2) #5x6' IN CONC.
<br />cn N FILLED CELL
<br />DRILL 3/4 x5 MIN. HOLE
<br />SET BAR IN EPDXY
<br />4" SAW CUT
<br />EXISTING FOOTING A SECTION
<br />1 SCALE: N.T.S.
<br />RETROFIT FILLED CELL DETAIL
<br />SCALE: N.T.S.
<br />0
<br />.
<br />cv
<br />'H
<br />CD
<br />d
<br />o: 1
<br />o
<br />c ;=Ira
<br />m
<br />-r� x
<br />•.-: c LA_ ra.
<br />� Cc a
<br />y"� lV
<br />Q N Y
<br />d �• a
<br />R
<br />�,a. m.rl
<br />u iu
<br />c E.
<br />ro e
<br />�1!lil9t3 /
<br />tv
<br />z L n�o
<br />f
<br />0� Ir
<br />♦ ��
<br />o°•-'•••.....-•off♦•�
<br />F
<br />a�
<br />Rp E S S Iu
<br />l�'OFIIlii6t �
<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential
<br />7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers
<br />signature and seal.
<br />W
<br />vE
<br />O N U 0
<br />a,.
<br />(V O ���77 tD �
<br />0 % Ot00 N N m
<br />g0
<br />�NP� 2
<br />i� '�"
<br />LJL
<br />M N M d' J
<br />a
<br />RM
<br />w
<br />tL a
<br />Z m e O1 o N
<br />L N 7 Z
<br />}
<br />_
<br />W0mw_� 3
<br />W CnMO'�'
<br />m w
<br />Z� J
<br />c7 Z
<br />J
<br />V N O V U O
<br />r-Z
<br />- .,.�rti� �?I��Jas� W
<br />v M r
<br />z N Mo
<br />— � o
<br />z
<br />z o
<br />a
<br />n
<br />M
<br />N z
<br />CD o
<br />� LLI
<br />�
<br />U
<br />Q)
<br />O—g
<br />W p
<br />��
<br />U
<br />LJ J
<br />J
<br />�— — E
<br />�a $
<br />I
<br />U o
<br />�11
<br />•
<br />c , d
<br />¢
<br />N �
<br />�2
<br />O
<br />CID
<br />�
<br />W
<br />co
<br />o 3
<br />z
<br /><
<br />U_
<br />E
<br />zz
<br />os
<br />rs
<br /><N
<br />O
<br />E
<br />r
<br />?o
<br />oa
<br />H �
<br />CL
<br />x0
<br />00
<br />U
<br />°
<br />o E
<br />o ra
<br />N
<br />��
<br />to
<br />az
<br />U
<br />4
<br />WW
<br />KJ
<br />-2
<br />L
<br />ra
<br />-
<br />0
<br />z
<br />U
<br />y
<br />.2
<br />m o
<br />O a
<br />Z
<br />QI
<br />J
<br />m
<br /><m
<br />Q W
<br />gZ
<br />I
<br />�
<br />2°
<br />W
<br />a
<br />3
<br />2<
<br /><�
<br />a
<br />�W
<br />�G
<br />ci
<br />f a
<br />_-
<br />C7 �'
<br />I�
<br />v
<br />°Ia
<br />¢
<br />x
<br />0 3
<br />0
<br />`N
<br />N
<br />> L ()
<br />cc
<br />a;
<br />,-- I
<br />o
<br />0
<br />r
<br />�
<br />a�
<br />L t
<br />CO CD
<br />r
<br />o
<br />M
<br />�
<br />Q
<br />r
<br />J
<br />CL
<br />cI•
<br />00
<br />T
<br />O
<br />(J) m _
<br />O
<br />Q
<br />_
<br />}�
<br />-i--+ N
<br />LNf>
<br />F—
<br />4_0-0
<br />d N
<br />O
<br />cc�
<br />CL d
<br />C37
<br />1�
<br />Lf)
<br />4
<br />o
<br />E
<br />m
<br />"c
<br />N In
<br />z
<br />z
<br />E
<br />E 2
<br />E 4?
<br />m
<br />a
<br />a
<br />U _j Q p
<br />c
<br />-°)i
<br />JOB NO : 22-08393-08388
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />SS
<br />PASCO COUNTY
<br />Iit I F I I I 1 11 ;1, II II,IId Pll;illl I. li. I Ll''A'"] I III AI A." u,evl .d.l, I; IliI . I I I ---
<br />
|