|
1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER
<br />1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER
<br />1x4 1/2" DRYWALL
<br />DOOR JAMB (REFER
<br />P.T.
<br />TO PRODUCT
<br />TO PRODUCT
<br />TO PRODUCT
<br />—
<br />APPROVAL FOR CONN.
<br />APPROVAL FOR CONN.
<br />1 X 4
<br />APPROVAL FOR CONN.
<br />1x4
<br />3-114" LONG X 3/16"0
<br />1x4 P.T.
<br />FURRING
<br />3/16" 0 X 3" LONG
<br />TAPCONS
<br />FURRING
<br />2 ROWS 3/16" x 3-1/2"
<br />F
<br />FURRING
<br />TAPCON. INTO
<br />STAGGERED @ 16
<br />TAPCON @ 16" O.C. & 411
<br />2X8
<br />BLCCK@ 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 />MASONRYTHROUGH 11
<br />1-1 /2 D ETA! L
<br />1 x8 w/ (2) ROWS 8d NALS
<br />3" DETAIL
<br />1 x4 P.T. & 1 x8 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 />EACH END W/ MIN
<br />2" EDGE DIST.
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />2x8 P.T. w/ (2) ROWS 3/16"
<br />TO PRODUCT
<br />APPROVAL FOR CONN.
<br />(2) ROWS 3/16" x 3-1/2"
<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 />FURRIN
<br />4" FROM EACH END w/
<br />2x8 P.T.
<br />ATTACH SECOND PLY w/
<br />2x P.T. AS REQ'D
<br />MIN. 2" EDGE DIST.
<br />(2) ROWS 10dx3"
<br />2x8
<br />2x DETAIL
<br />2 1/4"
<br />DETAIL
<br />STAGGERED @ 12" O.C.
<br />3-1/4" DETAIL
<br />BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSf CC
<br />SCALE: N.T.S. SS
<br />2x8 P.T. BUCK -CONNECT TO BLOCK
<br />W/ 1/4" x 31/4" TAPCON (1 1/4" MIN.
<br />EMBEDMENT INTO BLK.)
<br />1/4" MAX 2'-0"
<br />1 X 4 FURRING
<br />n SOLID BLKG. AT TOP BTWN.
<br />BLOCK HEADER
<br />ARCH BLKG. & BUCK
<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 />( )
<br />BRACE(S)
<br />2 x 8 BRACE/ BLKG.
<br />7/16" OSB
<br />BUILT UP PLWD. BUCK
<br />ARCH PANEL CUT HOLE IN O.S.B. FOR
<br />SCRIBE (NOTCH)
<br />POLY CELL IN THIS AREA
<br />BACKSIDE TO FIT ARCH
<br />(4) 10d NAILS INTO 2 x 8
<br />CONNECT W/ 8d NAILS
<br />T2
<br />BRACE/ BLKG.
<br />INSTALL WDW. SCREW ANCHO
<br />x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB
<br />INTO ARCH BLKG. PER
<br />ARCH FACES W (4) 10d NAiLS THRU OSB INTO 2 x 8
<br />INSTALLATION DETAILS A -A
<br />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 r7*)
<br />SCALE: N.T.S. SS
<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 />--2 x 8 45 DIAGONAL 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. RAID.
<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 />1/4" MAX EMBEDMENT INTO K.)
<br />2'-0" 8'1
<br />BLOCK HEADER
<br />SOLID BLKG, AT TOP BTWN. ARCH
<br />1 X 4 FURRING
<br />3LKG. & BUCK
<br />8d NAILS @ 8" O.C. AT BUCK
<br />2 x 8 VERT. W/ (2) 10d
<br />_
<br />NAILS AT EA. END
<br />PROVIDE 2 x 8 DIAG. BRACE BT
<br />VERT. BRACES WHEN HGT. OF
<br />BRACE EXCEEDS 24"
<br />LEAVE A CUT OUT IN O.S.B. ON TI
<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 />INSTALL WDW, SCREW
<br />ANCHOR INTO ARCH BLKG.
<br />2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS)
<br />BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL
<br />THRU OSB INTO 2 x 8
<br />PER INSTALLATION DETAILS
<br />B-B
<br />ARCH DETAIL K
<br />SCALE: N.T.S. SS
<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 />4' MAX. RAD.
<br />PROPER INSTALLATION MAX. $
<br />FILL SOLID
<br />BOTH CELLS
<br />#5 RER
<br />(TYP,)
<br />STD. 90'
<br />HOOK (1
<br />+5A
<br />NOTCH 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 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 4'/2' 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 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 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 BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS
<br />ANCHOR
<br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER
<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 />,
<br />FURROW. MAINTAIN UNIFORM JOINT WIDTH.
<br />5N...
<br />6" MIN. LAP
<br />"
<br />G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST
<br />SPLICE NOTE:
<br />REMAIN FREE OF MORTAR.
<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 4'/," 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 L
<br />SCALE: 3/4" = 1'-0" SS
<br />MASONRY WALL. SEE PLAN FOR
<br />REINFORCING. PROVIDE LOWER
<br />HOOKED DOWEL
<br />W.W.M. AT PERIMETER
<br />WHERE THIS CONDITION
<br />(1) #5 BARS CONT. OCCURS
<br />TOP WITH MIN. 3"
<br />COVER 6'-0"
<br />F.F.
<br />I —III —I I ITT-7I I IT —I I IT—�•I I I
<br />gD. ° —III IIf ,lll,;,lll-r
<br />.D � .D III � III•
<br />=1T— IF
<br />GRADE D p .' e D ITI �_
<br />z
<br />D (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 />IR
<br />YP.)
<br />rHE
<br />:S
<br />1 IAIAnnr_0TADI C IAICTAI I TInK1
<br />FILLED CELL INSTALLATION rH 1
<br />SEE ARC+ H FL *4 AND
<br />SCALE: N.T.S.
<br />FARE ENC :;'I.S S DE'SIC;N
<br />5E r N()T BE
<br />2x SUB FASCIA
<br />ALUM, DRIP EDGE
<br />E r-,' .VA-L. TAPE FASCIA
<br />�' Fa= _. , PL.N I I , ; ,,r 1.3,='° ! -
<br />RIBA PAINTED
<br />F :�HA NIEL. -+ -_ _ r SS NAI
<br />L re' 5115" HEAL!
<br />r�_-T' hCCI PEF; I _ D I A tw 2 t" 0 Ca
<br />_r_ NT VENTED OR SC -)LID SOFFIT
<br />GC by 2r4E.AILED' +- L 2xEL'aCKINGNAlLEDTOTOP
<br />FL_fCKING .v2"2r, NAILS ::H .RD EVERY 0 1 H E: : HUSS
<br />.(, . -12� NAILS. -YP_
<br />Go- i BUILDER TC) VERIF1/`PRC,,,'IDE S,,FFp,T N'lATERIAL $PAN cAPAC'.ITIES BASE: I
<br />C-=3N i H_ DE`'IC;N PRE 'Sk.IRES �PEt:IFIED F(.:1H L:CwNIPl_1NENTS AND CLAL)DING
<br />LISTED IN THE DE'eIC' N CR1TERIACNJ SHEET SIN
<br />Ft".Q ;^;,OFF ' AT-TAC;HMFNT AT ti 'AiA (''I"R Al 1-H5, A'- I:i.t INC: FI_� 16'44 F5 F'-
<br />RUD:-'C�Ts PPRC�ALI F CHANNEL FASTEINE -D
<br />.:M11 I VT NAIL .067 _+IA ` 24" O.C. v:• Y''',1':N EM SEDMEPIT
<br />VV OD v' I?} 1 CA 3t4'xlia" C_T<<,VV STA-'LES jD 24" 41AX. 0 G. IN O!APi% lOr
<br />PATTERN
<br />ti11F+FASCIA'lid^ 1^ "A ,/4 );1,4 �R( V,!N^k F q) :Ar: H (-,R0014'F
<br />5-01 STRUCTURAL SOF�FITFITSWITH SCAN
<br />0 : ::'1 1 4 Ir STAI l N11r) SPAN BI 0 JeIN-:' PFR
<br />THE ;.i)FF':T Fd FIA INFTAI_LATIt.)N , RITFR4A
<br />'REFER TO THE PRODUCT APPROVAL 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 />X (2) 10d NAILS @ 8" O.C.
<br />O�FRygN TO TRUSS TOP CHORD
<br />+ + !ENGTy PLYWOOD SHEATHING
<br />+ BLOCKING AS
<br />+ REQUIRED
<br />TO SUPPORT
<br />TRUSS + SOFFIT
<br />2X4 SYP a a
<br />EACH TRUSS
<br />CONNECTOR
<br />SEE LINTEL /
<br />SCHED.
<br />/
<br />CENTER SOFFIT
<br />PRECAST LINTEL �/J
<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 M
<br />SCALE: 3/4" = V-0"
<br />SS
<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 8
<br />3" MIN. EDGE DISTANCE
<br />RETROFIT FOR MIS
<br />MSTAM STRAP
<br />Sr:AI F• 314
<br />=_ CUCCT n7 MUM
<br />m
<br />z
<br />0
<br />U_
<br />0
<br />W
<br />U
<br />H
<br />M
<br />U
<br />U)
<br />2"x BOT. PLATE W/ (2) 10d @ 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 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 />NOTE:
<br />LAP SHEATHING TO
<br />BOTTOM OF BAND
<br />JOIST TYPICAL
<br />SIMPSON HGAMI OKTA @ 12" O.C.
<br />w/ (4) 1/41 1/2" SIDS 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 1st 4 COURSES
<br />SOLID W/GROUT
<br />a
<br />FOR OVERHANGS BETWEEN OVER 1 1/2" ,
<br />CONTACT ENGINEER OF RECORD FOR
<br />FURTHER INSTRUCTIONS.W.
<br />° e
<br />. � ..
<br />OVERRAN
<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 />1'-01' 5'-011
<br />INISH FLOQJR
<br />>' D
<br />° ° D #5 BAR
<br />CENTERED W/
<br />0.b
<br />9 H IN TOP o
<br />KNOCKOUT/ N
<br />° CHAIR BLOCK
<br />MONO FOOTING p
<br />SIZE AND REINF. PER PLAN -I I •' ° D °.
<br />°
<br />AND SECTION DETAILS -
<br />I °
<br />CLEAN FILL
<br />DIRT 71 z
<br />2
<br />STANDARD o
<br />0 �+
<br />#5 BAR IN 90` HOOK
<br />FILLED CELL ,
<br />ea- -
<br />.. a• Oe a• O Oe �.O 9e �• Oe-n•
<br />STEMWALL FOOTING SIZE AND
<br />MONO TO STEMWALL FOOTING REAND STEMWALL
<br />SECCTITI ONN DDETAETAILS
<br />SCALE: 3/4" = V-0" f
<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 f 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 />EXISTING FOOTING
<br />RETROFIT FILLED CELL DETAIL
<br />ink -.11 1\I
<br />M SAW CUT
<br />A SECTION
<br />1 SCALE: N.T.S.
<br />SCALE: N.T.S.
<br />M
<br />N
<br />N
<br />LO
<br />LO
<br />- y
<br />LO
<br />0
<br />co
<br />L
<br />A
<br />°j
<br />w
<br />O
<br />N.
<br />W
<br />Q
<br />�1N W j O N 0
<br />U
<br />N M co
<br />V) V -0-0- « cl
<br />C t SM
<br />0 2
<br />NINEU O
<br />S a, a
<br />i
<br />p1� <
<br />•Ln U W S.LN C
<br />OL. o E .2
<br />4
<br />V F,-)°
<br />1
<br />W
<br />w W I.- W J W `L F- O
<br />a Z
<br />- aa
<br />p2Q0Ja
<br />1- x J xZ ofWU'
<br />OQcJ�
<br />-D ¢H
<br />JOQ'LLU
<br />Z
<br />�ozm�ol-Q =5 <
<br />)w�w_�Owo�°o
<br />z
<br />ZCL
<br />a°(QWW zaj
<br />°�Z�
<br />oUJ (O
<br />~w�w )
<br />ILL.
<br />oQQca
<br />Ow
<br />sl
<br />O
<br />Z CN
<br />0
<br />S2 z) ti
<br />m c)
<br />Q Co CO �
<br />I— IY a. M
<br />(Y a-
<br />Z U
<br />WZ�
<br />W
<br />J 0O
<br />JI
<br />21203
<br />Virtual Re
<br />iew
<br />Astsi
<br />t' I
<br />Plans Review co
<br />nple
<br />ed i
<br />nd appre
<br />c'
<br />r compliance with
<br />the
<br />020
<br />FBC
<br />7th
<br />iti
<br />n
<br />by Debra Anne
<br />K
<br />ahr
<br />Pj2
<br />01
<br />0
<br />N
<br />o000
<br />N
<br />N
<br />N
<br />N
<br />ti
<br />_M
<br />M
<br />O
<br />'
<br />z
<br />O
<br />N ' ^
<br />U
<br />Uj00
<br />i
<br />vCT
<br />!
<br />a Z
<br />C)w
<br />W
<br />00
<br />0)O
<br />V
<br />VUU)
<br />�.
<br />O
<br />=)z5;
<br />owe
<br />Z
<br />a_a
<br />LU
<br />w a
<br />L /
<br />=
<br />LU
<br />m=Hw
<br />2
<br />N
<br />zoo
<br />■
<br />W
<br /><H=-�
<br />LO
<br />Q
<br />0
<br />zoo
<br />0
<br />CU
<br />wLL
<br />�ZLL
<br />•
<br />Z
<br />Z
<br />�z
<br />F-
<br />U
<br />�
<br />p
<br />a-
<br />_0
<br />m
<br />z
<br />z
<br />z
<br />w
<br />LLI
<br />CD
<br />O
<br />N
<br />N
<br />LAST PLOT DATE
<br />..
<br />O
<br />STRUCTURAL
<br />DETAILS - RETRO FIT
<br />
|