|
PON
<br />r
<br />r
<br />i
<br />REFLECTED CEILING PLAN
<br />SCALE: 1/4"=1'-0"
<br />DOOR SCHEDULE
<br />O SCREEN/STORM DOOR PAIR 5'-0" X 6'-8"
<br />QUTSWING FRENCH
<br />DOOR SCHEDULE
<br />Al
<br />WINDOW SCHEDULE
<br />MARVIN ALPINE STORM/SCREEN UNITS STANDARD SIZE
<br />1 36WX71H
<br />O 24WX71H
<br />MARVIN ALPINE TEMPERED GLASS STORM UNITS STANDARD SIZE
<br />O36WX24H
<br />24WX24H
<br />MARVIN ALPINE STORM/SCREEN UNITS CUSTOM SIZE
<br />Q 27 1/4 WX71H
<br />MARVIN ALPINE TEMPERED GLASS STORM UNITS CUSTOM SIZE
<br />� 27 1%4 WX24H
<br />WINDOW SCHEDULE
<br />At
<br />4,-6"
<br />f
<br />I
<br />F
<br />j I I
<br />16" DIAMETER CONCRETE PIER
<br />SEE DETAIL 2/A3-
<br />r I I
<br />r I I
<br />i
<br />EXISTING
<br />�•----- -_� ---- T--- - --- ---- - -- --- � -- -- I {I � TREE i
<br />EXISTING
<br />1
<br />TREE I POST FOOTINGS IIII
<br />� 1
<br />1 f
<br />10 +
<br />�--- 12" DIAMETER I f i gc-4
<br />CONCRETE PIER 'N•.
<br />rn
<br />2'-10 3/4" I I
<br />I in
<br />- EXISTING FOOTINGS ALONG THIS COLUMN UNE
<br />R ' 16" DIAMETER CONCRETE PIER
<br />SEE DETAIL 2/A ! ! I
<br />;U-)
<br />5 FOUNDATION PLAN
<br />Al
<br />SCALE: 1/4"=l' -O"
<br />Ea � EQ ..�.__ EQ
<br />28'--5 1/4" VERIFY IN FIELD
<br />W0;
<br />i
<br />0
<br />,a•
<br />41-8
<br />I
<br />i
<br />CONCRETE PAD -
<br />Imp of SLAB
<br />I7T BELOW
<br />DECK FINISH
<br />C3.
<br />FLOOR 4' _ 0"
<br />I
<br />EXISTING j 1
<br />TREE
<br />F ~ UNE OF OVERHANG ABOVE
<br />3 <1>(3> 1 3 3- •i•-- — T 2 \ i
<br />_ I
<br />1 CENTER UNE
<br />---�------ - I —_ I i I1TN TRDA-AIN
<br />'n 12'-10 3/4." I S 6 { I
<br />4 2 j 4 2
<br />I'
<br />LINE WDICAT�S
<br />N I i EXISTING DECK TO BE
<br />I 4 2\ 4 2 4 / REMOVED
<br />I 1 3 1 3 1 3
<br />r ,
<br />1-_ /
<br />L - - UNE OF OVERHANG ABOVE / f
<br />A3
<br />-0"
<br />r
<br />4 FLOOR PLAN
<br />Al
<br />SCALE: 1 /4"=1'- O"
<br />a
<br />Nlow"
<br />for N. W! IIS"',e 1,1:d 41irton
<br />In Ln t "s , P Lq r i 1, !A he r ty A (-rt- e X �,
<br />•_d'v�'
<br />i !
<br />I
<br />�I
<br />1 hw1•+�bs ��T4S' ; C.tat•
<br />rtse zrwi crrmc . r!- -ro- ,D
<br />tr .� Liar t:'' 'T :*V-V,y .1
<br />itnndRl'ies i% lot 3 ctrel ✓r t.l•• t �
<br />Art th.,rentr 'l+ 1salt !iia 'i h-9 3tor! r �
<br />OF . 1! ne rnU. frr s LL - rout
<br />'went-•r>j cot�j-: ��' •j. t., , �'o
<br />rJo I n t on t., 'gnat 11 c �"
<br />&%I i Last s r.1}at:.tat 4h,-�: frNt
<br />hort!t frr.-r, tt7w Snut.hfaltat �s
<br />errn)Ar ov' Autp Lot I.
<br />n:1 in bincr , ;Aberti
<br />der -,-r, sial the Loec tion
<br />of Kit cexiri.i 1. t t�11Q- / S .• /�'
<br />ir..M tl"7'nnn,j 11. ctcruts ` /
<br />Dint ptir}rrrt t�r &I 4r w L\i'
<br />otl•.•r i�t.travt•�,�r'nt`
<br />r,r mrres;rl'+tytapta.
<br />WTI t v r
<br />t \gyp
<br />_
<br />R N,.
<br />GORiXIN Ft. rOFFIN W, 141C
<br />01 Of
<br />• �\\ �t� lane i
<br />?4: r r r.00ri� rta,
<br />orrvoycrp •rre t L•snn.)r;-
<br />6 SITE PLAN
<br />Al
<br />SCALE: 1/4"=1'-0"
<br />ii
<br />CITY OF QRQ�i
<br />I ---
<br />"X8
<br />Gorham Av
<br />INSPECTOR
<br />P-, MN 4J6
<br />2X6
<br />'
<br />ll!
<br />;
<br />2X6
<br />I -2X6—
<br />I
<br />11 NOT APP OVED --- CORRECT & RES
<br />-- t
<br />2X8,ICOLLAR TIE
<br />all be done
<br />ning code.
<br />Requirements including items not specifically,noted in his
<br />i
<br />I
<br />_
<br />2X6
<br />'I
<br />_
<br />2X6
<br />i
<br />6
<br />2X6
<br />j
<br />!_
<br />A3
<br />--
<br />2X8/C,OLLAR TIE
<br />f
<br />I I
<br />j
<br />( 2X6-
<br />2X6
<br />I
<br />2X6
<br />i
<br />REFLECTED CEILING PLAN
<br />SCALE: 1/4"=1'-0"
<br />DOOR SCHEDULE
<br />O SCREEN/STORM DOOR PAIR 5'-0" X 6'-8"
<br />QUTSWING FRENCH
<br />DOOR SCHEDULE
<br />Al
<br />WINDOW SCHEDULE
<br />MARVIN ALPINE STORM/SCREEN UNITS STANDARD SIZE
<br />1 36WX71H
<br />O 24WX71H
<br />MARVIN ALPINE TEMPERED GLASS STORM UNITS STANDARD SIZE
<br />O36WX24H
<br />24WX24H
<br />MARVIN ALPINE STORM/SCREEN UNITS CUSTOM SIZE
<br />Q 27 1/4 WX71H
<br />MARVIN ALPINE TEMPERED GLASS STORM UNITS CUSTOM SIZE
<br />� 27 1%4 WX24H
<br />WINDOW SCHEDULE
<br />At
<br />4,-6"
<br />f
<br />I
<br />F
<br />j I I
<br />16" DIAMETER CONCRETE PIER
<br />SEE DETAIL 2/A3-
<br />r I I
<br />r I I
<br />i
<br />EXISTING
<br />�•----- -_� ---- T--- - --- ---- - -- --- � -- -- I {I � TREE i
<br />EXISTING
<br />1
<br />TREE I POST FOOTINGS IIII
<br />� 1
<br />1 f
<br />10 +
<br />�--- 12" DIAMETER I f i gc-4
<br />CONCRETE PIER 'N•.
<br />rn
<br />2'-10 3/4" I I
<br />I in
<br />- EXISTING FOOTINGS ALONG THIS COLUMN UNE
<br />R ' 16" DIAMETER CONCRETE PIER
<br />SEE DETAIL 2/A ! ! I
<br />;U-)
<br />5 FOUNDATION PLAN
<br />Al
<br />SCALE: 1/4"=l' -O"
<br />Ea � EQ ..�.__ EQ
<br />28'--5 1/4" VERIFY IN FIELD
<br />W0;
<br />i
<br />0
<br />,a•
<br />41-8
<br />I
<br />i
<br />CONCRETE PAD -
<br />Imp of SLAB
<br />I7T BELOW
<br />DECK FINISH
<br />C3.
<br />FLOOR 4' _ 0"
<br />I
<br />EXISTING j 1
<br />TREE
<br />F ~ UNE OF OVERHANG ABOVE
<br />3 <1>(3> 1 3 3- •i•-- — T 2 \ i
<br />_ I
<br />1 CENTER UNE
<br />---�------ - I —_ I i I1TN TRDA-AIN
<br />'n 12'-10 3/4." I S 6 { I
<br />4 2 j 4 2
<br />I'
<br />LINE WDICAT�S
<br />N I i EXISTING DECK TO BE
<br />I 4 2\ 4 2 4 / REMOVED
<br />I 1 3 1 3 1 3
<br />r ,
<br />1-_ /
<br />L - - UNE OF OVERHANG ABOVE / f
<br />A3
<br />-0"
<br />r
<br />4 FLOOR PLAN
<br />Al
<br />SCALE: 1 /4"=1'- O"
<br />a
<br />Nlow"
<br />for N. W! IIS"',e 1,1:d 41irton
<br />In Ln t "s , P Lq r i 1, !A he r ty A (-rt- e X �,
<br />•_d'v�'
<br />i !
<br />I
<br />�I
<br />1 hw1•+�bs ��T4S' ; C.tat•
<br />rtse zrwi crrmc . r!- -ro- ,D
<br />tr .� Liar t:'' 'T :*V-V,y .1
<br />itnndRl'ies i% lot 3 ctrel ✓r t.l•• t �
<br />Art th.,rentr 'l+ 1salt !iia 'i h-9 3tor! r �
<br />OF . 1! ne rnU. frr s LL - rout
<br />'went-•r>j cot�j-: ��' •j. t., , �'o
<br />rJo I n t on t., 'gnat 11 c �"
<br />&%I i Last s r.1}at:.tat 4h,-�: frNt
<br />hort!t frr.-r, tt7w Snut.hfaltat �s
<br />errn)Ar ov' Autp Lot I.
<br />n:1 in bincr , ;Aberti
<br />der -,-r, sial the Loec tion
<br />of Kit cexiri.i 1. t t�11Q- / S .• /�'
<br />ir..M tl"7'nnn,j 11. ctcruts ` /
<br />Dint ptir}rrrt t�r &I 4r w L\i'
<br />otl•.•r i�t.travt•�,�r'nt`
<br />r,r mrres;rl'+tytapta.
<br />WTI t v r
<br />t \gyp
<br />_
<br />R N,.
<br />GORiXIN Ft. rOFFIN W, 141C
<br />01 Of
<br />• �\\ �t� lane i
<br />?4: r r r.00ri� rta,
<br />orrvoycrp •rre t L•snn.)r;-
<br />6 SITE PLAN
<br />Al
<br />SCALE: 1/4"=1'-0"
<br />ii
<br />CITY OF QRQ�i
<br />ff `'
<br />� ' f
<br />BUILDING P MIT LAN REVi
<br />Gorham Av
<br />INSPECTOR
<br />P-, MN 4J6
<br />DATE - 2 6 ` PERMIT NO.
<br />:
<br />2
<br />APPROVED AS SUBMITTED
<br />324 -0269
<br />❑ APPROVED WITH CORRECTIONS AS
<br />40TED
<br />11 NOT APP OVED --- CORRECT & RES
<br />EMIT
<br />These comments are for your information. All work
<br />in full compliance with ail applicable building and
<br />all be done
<br />ning code.
<br />Requirements including items not specifically,noted in his
<br />WEEP THIS
<br />review.
<br />PIAN SET ON SITE ATA TIMES
<br />design
<br />. build
<br />3300
<br />Gorham Av
<br />St. Louis
<br />P-, MN 4J6
<br />Phone. (
<br />:
<br />2
<br />Fax: ($
<br />324 -0269
<br />ISSLIe Dote:.
<br />AUGUST 27, A98
<br />PERMIT SET
<br />Revised:
<br />f Drawn By. DAE
<br />Sheet No.
<br />
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