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1600 - Food Program
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PR0545763
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Entry Properties
Last modified
8/25/2020 6:12:58 PM
Creation date
8/25/2020 2:50:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
1600 - Food Program
File Section
WORK PLANS
RECORD_ID
PR0545763
PE
1624
FACILITY_ID
FA0025909
FACILITY_NAME
FAIRFIELD INN & SUITES LODI
STREET_NUMBER
262
STREET_NAME
ROCKY
STREET_TYPE
LN
City
LODI
Zip
95240
CURRENT_STATUS
01
SITE_LOCATION
262 ROCKY LN
P_LOCATION
02
QC Status
Approved
Scanner
JCastaneda
Tags
EHD - Public
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TRIM ROOF MEMBRANE �Y0000��00 <br /> SLEEVE WITH ASPHALT SEALANT <br /> TO PROVIDE FLEXIBLE ATTACHMENT PER <br /> PAINTED CONTINUOUS 24 GA G.S.M. WATERTIGHT SEAL STRUCTURAL STRUCTURAL EEL TUBE OUTS FOR CURVED ALUMN, TRIM <br /> PARAPET GAP OVER 2X SHAPED ANCHOR BOLTS PT-I Q <br /> -RI5EfR - A5-REOWRED - CONTINUE 'ROOFING OVER-RIGID <br /> ROOFING UP PARAPET AND FASTEN INSULATION OVER PLYWOOD n n n z <br /> UNDER GAP - SLOPE TO DRAIN CURVED MTL FURRING u <br /> STEEL BEAM - EE <br /> STEEL BEAM - SEE STEEL ANGLE STRUCTURAL DRAWINGS n <br /> BEAM - SEE SLOPE STRUCTURAL LEDGE O — — <br /> STRUCTURAL DRAWINGS _} <br /> DRAW INGS — O <br /> -- 10"X6" OPENING IN <br /> Z36A <br /> GIRDER <br /> METAL PAN CEILING 6" MTL STUDS - SEE METAL PAN I IN m <br /> SYSTEM. STRUCTURAL E L A GEL G — — — — — — — — — <br /> ° SYSTEM <br /> -_� PERIMETER MOLDING, DRAWINGS FLASHING OVER <br /> ---- FINISH TO MATCH PLANK PERIMETER MOLDING. <br /> BLOCKING <br /> GEILING. FINISH TO MATCH PLANK 6 1/4 METAL PAN CEILING <br /> GEILING PT-I SYSTEM <br /> 4 <br /> MORTAR SETTING BED FINISH FLOOR #2 �-- <br /> 13'-� <br /> ° PIPE BOOT AND FLASHING - FILL <br /> ALUMINUM GLAD SOFFIT SLEEVE VIITH VIDE FLEXIBLE <br /> SEALANT <br /> � WITH SGHED. COVE CULTURED STONE <br /> LIGHT FIXTURE <br /> VENEER TO WATERTIGHT SEAL <br /> d <br /> Lu <br /> ry <br /> 4 4 <br /> o <br /> � <br /> E --� <br /> 'ROOFING OVER-RIGID <br /> INSULATION OVER PLYWOOD [� <br /> - SLOPE TO DRAIN <br /> � M CONN GT I ON DETAIL AT BEAR I NO WALL AND FASG I � M D T I L T � fi�l NO WALL THREE GOAT (�/8" THICK) N <br /> SCALE: I" = I'-O" 5GALE: I" = I'-O" EXTERIOR GEMENT PLASTER Z <br /> OVER WIRE LATH- PROVIDE <br /> 3 2 LAYS GRADE "D" PAPER Q <br /> 0 <br /> PLYWOOD AS OGGURS- <br /> _ SEE STRUCTURAL � O <br /> COLUMN SEE <br /> STRUCTURAL DRAWINGS DRAWINGS O ( 1 <br /> SEALANT H u <br /> O <br /> 7� Lv/ j O <br /> T.O. STONE Q <br /> nn nn �n <br /> O (3 <br /> MANUFACTURED STONE 11 <br /> p� WAIN5GOT51LL- SLOPE TO <br /> DRAIN <br /> -ROOF MEMBRANE <br /> (2) LAYERS ROOF <br /> I I <br /> OVERLAY _LrMANUFACTURED STONE REVISIONS: <br /> O 10" X 6"�REGTANOULAR ((((� <br /> METAL DECK VENEER- PROVIDE <br /> � OPENING ALONG GIRDER <br /> FOR�RAIN LEADER. (SEE 6" METAL STUDS - SEE CORNER TREATMENT- <br /> � DETAIL ttb FOR OPENING �- I I/2" NON SHRINK GROUT MANUFACTURED OUTSIDE 1 BLDG DEPT. 10/12/18 <br /> DETAIL) STRUCTURAL DRAWINGS - - INSTALL PER 2 <br /> BLDG DEPT. 10/31/18 <br /> MANUFACTURER'S 3 MARRIOTT 03/20/IG <br /> SPECIFICATIONS OVER <br /> RAIN LEADER MORTAR SETTING BED ANCHOR BOLTS MORTAR SETTING BED OVER 4 OWNER BEV. 03/20/IG <br /> STEEL COLUMN - SEE <br /> STUCCO SCRATCH GOAT <br /> 5 ASI #002 03/20/IG <br /> STRUCTURAL DRAWINGS <br /> END TO FIT OAROUND 4X4 <br /> METAL TRIM COLLAR — <br /> _ — � — CULTURED STONE - POST) <br /> VENEER 9" d <br /> PRECAST STONE COPING ST-2 ;4 GRAVEL <br /> FOR BENCH REINFORCED CONCRETE — <br /> ° a <br /> s FOR VEHICLE IMPACT 6 - STEEL EDGING — — / NON SHRINK &ROUT BA PROJECT # 161010 <br /> Q PIPE BOOT AND FLASHING - FILL MORTAR FILL ;�, PROTECTION _ — — — PLN PROJECT # 1.70-77 <br /> H PAINTED NTIN 4O.S.M. <br /> v SLEEVE WIT ASPHALT SEALANT A ED GO UOUS 2 GA G.S. CMU WALL - _•, -' <br /> TO PROVIDE FLEXIBLE PARAPET GAP OVER 2X SHAPED '4'" =III=III=III= � / �_ MARRIOTT # 44—f6 <br /> WATERTIGHT SEAL -RISER - A5-REQUIRED - CONTINUE CULTURED STONE <br /> Q STEEL BASE PLATE W/ —III—III—III—III- _ a d d - \ �I I I l I I—III l I I—I I I- <br /> ROOFING UP PARAPET AND FASTEN VENEER GUT OUT FOR�RAIN <br /> N AP <br /> —I <br /> I�II ISI—ISI—ISI— v ° PERMIT # <br /> !1 'ROOFING OVERRIGID <br /> UNDER G LEADER <br /> INSULATION OVER PLYWOOD Q 4 a4 . I— =III=III= ° °.b b = a =III= <br /> ALIGN EDGE W/ TOP OF —1 <br /> O - SLOPE TO DRAIN <br /> s CURB NON-SHRINK &ROUT g, — — — — ° = a ' ���- APN # 058-66-012 <br /> +, GONG CURB 4 <br /> I I=1I I=1I I=1I �j <br /> SLOPE d- III III CONCRETE FOOTING AND <br /> dQ <br /> III—III—III—_ PAVED GONG DRIVEWAY <br /> d a-4 ANCHOR BOLTS - SEE <br /> Z36A _ III-III-III k - = = „ " _ DATE: 11/13/2018 <br /> STRUCTURAL DRAWINGS <br /> a 9 n a d Odd; =1 =1 1111 ° 4a- <br /> L—A —� —III— ° �., - d —III— — d PRAWN: G.C�UAJARDO <br /> VIII=III=III=III L. y Q4. 4� �` `�I �l IIIIIIIIIIIII I1= d- GHEGED: D. BURETT <br /> �x . ,<, . ,, d -III-III-III-I -III-III ° d° <br /> y ° d <br /> _ � = II-111=111= --- - -- -- - -- - - -_ ° . . _ <br /> s II II — �--� <br /> CONCRETE FOOTING AND /� <br /> I1—III o� o� -III-III-III-III_ _ III-III-III III III -III III d <br /> O =___ \ ANCHOR BOLTS - SEE <br /> 1 d ° > III-III-I 1=1 1=1 1=111=11 =1 I- _ _ <br /> STRUCTURAL DRAWINGS _ 4 ' a "� 4 —III— e 4 <br /> IF IF <br /> 1= v_ =1 =1 I-III-III-I 1 =1 <br /> STEEL COLUMN - SEE =III d - _ =III=III=III= <br /> =111-I d -III-I - _ -� - - - =111= d <br /> ° d <br /> — d — � 4 SHEET TITLE: <br /> - <br /> STRUCTURAL DRAWINGS _ _ ° 4d° <br /> I I-III- I I-III-111-I d <br /> "a d d a 111 1 CONCRETE FOOTING - a a ° 6 111=111=111= 1-I 1r r d d r ° r r r°d P RTE /+ /+HERE <br /> -III-I ° I- <br /> a <br /> �" <br /> � ° ' d SEE STRUCTURAL <br /> 4 <br /> °' -1 =111= - 1= DRAWINGS =1 =1 -y a d 4`d 4- 1 1 11 - -I 1=T 1' 11 1 . <- <- < �_'- DETAILS <br /> 5" DIA PVC, INSERT. 6 III-r-\o a d d , d 4 <br /> _I -III- 4 4 -I 1=1 11=1 I I I I I-I I -I IT -1 <br /> -III- °d - d 111 -1 -III -III -III <br /> TERMINATE P IN T T — _ — — — <br /> V A <br /> G SER — <br /> 1 - _ -III- <br /> II 1— , " 4 4 ° -III-III-III-III-III-III- <br /> s FOOTING 8 CONNECT TO _ - <br /> 11 I�n r r _� =11 - <br /> O STORM LINES. I— _ �� �� _ _ _ = — L _Z _Z/ <br /> CULTURED STONE III-III-III ' 1-1 1-1 III-III-III-III-I 111 11= <br /> Q) -II I=1I 1=1I 1=1I 1=1I 1=1I I I I I=111=1I I-1Ti- <br /> VENEER OVER GMU <br />
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