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GODE DATA CODE REVIEW U
<br /> Aa FOR 'A3' OGGUPANGY AREA OGGUFANI AREAS AREA STATI ST I GS GOMMUNI GATI ON ROOM MATRIX II13-224.4 BUILDING AREA: JURISDIGTION: CITY OF LODI (-
<br /> MAIN LEVEL: 15,111 50. FT. GONSTRUGTION TYPE: VA . U
<br /> MIXED OCCUPANCY -ROOMS WITH GOM. FEATURES -REQ'D PROVIDED 2ND LEVEL: 15,016 50. FT, OCCUPANCY TYPE:-RI, A2, A3, B
<br /> Aa =[At + (NS x IF)] IST FLOOR IST FLOOR 2ND FLOOR 3RD FLOOR BUILDING TOTAL -ROOM TYPE COUNT COUNT EMARK5 3RD LEVEL: 15,016 50. FT, APPLICABLE CODES: 2016 G.B.G., G.P.G., GMG, G.E.G., ui
<br /> MAIN LEVEL TOTAL 15,11'7 S.F. 15, 17 S.F. 15,016 S.F. 15,016 S.F. AREA TOTALS TOTAL 45,146 50. FT. AND ALL APPLICABLE STATE AND LOCAL
<br /> ACCESSIBLE KING I 'RM #232
<br /> Aa = ALLOWA
<br /> ABLE REA 'REQUIREMENTS
<br /> At = ALLOWABLE AREA FACTOR TYPE V-1 HOUR ® KING 2 -RM #223, 323 PORTE-GOGHERE: 1,510 SQ. FT. COVERED (NOT
<br /> IF = FRONTAGE INCREASE (20' MIN, 30' MAX) FLOORS DOUBLE QUEEN 1 2 -RM #209, 313 INCLUDED IN MAIN LEVEL CALG)
<br /> NS = A-REA FACTOR FOR NONSPRINKLERED OCCUPANCY TYPE A3 -RI -RI KING SUITE 2 -RM #210, 310 OCG. LOAD GALGULATION5:04 U
<br /> BUILDING BASIC (PER FLOOR) -34,500 12,000 12,000
<br /> A3 B YARD INCREASE 1,360 1,680 1,680 3RD = .16 SPRINKLERED: YES MAIN LEVEL 343 OCG.
<br /> Ao =[34,500 + (11500 x 0.64)] 2ND = .16 SECOND LEVEL l2 OGG.
<br /> 3,015 S.F. 2,206 S.F. Q
<br /> o I (GBG 303.1.2) (GBG 303.1.2) TOTAL ALLOWABLE 41860 1gb80 19,680 IST = .38 TOTAL 1 1 NUMBER OF STORIES: 3 THIRD LEVEL 12 OCG.
<br /> MIXED OCCUPANCY
<br /> Aa =[34,500 + (1,360)] TOTAL = L9 < 2 OK BUILDING HEIGHT: 45'-10" TOTAL OCCUPANT LOAD: 481 OCGUPANTS RED ING ARGHITEGTS
<br /> �
<br /> J I
<br /> U b L211 J STREET,MODESTO,CA C15354
<br /> z Aa =41,860 i i I I I I A3: ACTUAL < I -RI: ACTUAL < I RIZ ACTUAL < I 209,522.8900
<br /> ALLOWABLE ALLOWABLE ALLOWABLE
<br /> IF FOR OCCUPANCY AREA A3: 15,111 -RI: 15,016 -RI: 15,016 EXITING CALCULATION: SEAL:
<br /> �185ts 38 < I 19,680 ,16 < 1 19,680 ,16 < I
<br /> 4FLOOR EXIT5-REQUIRED: EXITS PROVIDED:
<br /> III IF = [F/P - 0.25]W/30 IST FLOOR 2 1 OK
<br /> Q
<br /> I 1 1 1 1 1 1 1 I EDFRONTS 30+ = 628'-6" NOTE: NON SEPARATED OCCUPANCIES 2ND FLOOR 2 2 OK ARC
<br /> ��`� BUR T�
<br /> N PERIMETER = 110'-0" PER GBG SECTION 508.3 3RD FLOOR 2 2 OK �C, J\0 �Fj C'],
<br /> 0.25]W/30 p
<br /> z I I I IC UEST ROOM COUNT BREAKDOV4N AGGESS I B E ROOM MATRIX
<br /> D- IF= [.89 - 0.25]W/30
<br /> IIB-224,2
<br /> STAIRWAY EXIT WIDTHS: REN.
<br /> W RI A2 B RI IST 2ND 3RD TOTAL -ROOMS WITH MOBILTY FEATURES �j 03-31-21 �P
<br /> IF = [0.64]W/30 REQ'D PROVIDED 2ND FLOOR (l2) (.3) = 22 '9 F'
<br /> 504 S.F. 4,x94 S.F. 471 S.F. 4,516 S.F. FLOOR FLOOR FLOOR ROOM TYPE COUNT COUNT REMARKS 22" /2 ( EXITS ) = 11" TFOFCA�-�F�
<br /> L (GBG 303.1.2) (GBG 303.1.2) (GBG 303.1.2) (GBG 303.1.2) KING 3 8 8 25 ACG. KING W/ROLL IN SHOWER I I -RM #130 MINIMUM-REQUIRED STAIR WIDTH 48" WIDE
<br /> KING SUITE O 8 8 Ib
<br /> IF = [0.64]30/30 ® ACG. KING W/TUB I -RM #232
<br /> Q DOUBLE QUEEN 6 12 12 24 3RD FLOOR (12) (.3) = 22"
<br /> Un I DOUBLE QUEEN SUITE O 1 2 3 ACG. KING SUITE w/TUB 3 1 RM #214 22" /2 ( EXITS ) = 11"
<br /> IF = 0.64/1 AGGESSIBLE KING I 1 0 2 AGG. DBL QUEEN SUITE 1^/TUB 1 'RM #314 MINIMUM'REQUIRED STAIR WIDTH 48" WIDE
<br /> AGGESSIBLE DOUBLE QUEEN 0 0 0 0
<br /> IF = Ob4 ACCESSIBLE KING SUITE 0 1 0 1 PROVIDED EXITS FROM 2ND 8 3RD FLOORS = 2 EXIT STAIRS CONSULTANT:
<br /> AGGESSIBLE DOUBLE QUEEN SUITE 0 0 1 I
<br /> 48" WIDE EACH = TOTAL 96" > 48" OK
<br /> A - NUMBER OF STORIES ALLOWED: 3 8 50'-0" ABOVE GRADE
<br /> O NOTE: NON SEPARATED OCGUPANGIES PER GBG SECTION 508.3 TOTAL 10 31 31 l2 TOTAL 4 4
<br /> z
<br /> I Aa FOR 'RI' OCGUPANGY AREA AREAS NET OGG. OGG. NOTES DOOR EXIT WIDTHS:
<br /> Lu I AREA LOAD MAIN LEVEL
<br /> PROVIDE ASSISTED LISTENING SYSTEM A5-REQUIRED BY GBG
<br /> 11 MIXED OCCUPANCY (F) (343) (2) = 68.6 INGHE5-REQUIREO EXIT WIDTH
<br /> � IIB-106 AT ALL CONFERENCE, MEETING-ROOMS AND MIN 32" CLEAR WIDTHREQUIRED PER EXIT
<br /> r
<br /> Aa =[At + (N5 x IF)] ASSEMBLY AREAS - GG TO COORDINATE/CONFIRM WITH AHJ MEETINO�ROOM 3,013 30 101 I. ACCESSORY AREAS A-RE EXCLUDED
<br /> ~ Aa = ALLOWABLE AREA HOTEL COMMON 21332 30 -18 PER TABLE A FOOTNOTE. DOOR EXIT WIDTH PROVIDED
<br /> LL At = ALLOWABLE AREA FACTOR BU51NE55 (EMPLOYEE ONLY) 3,399 /200 Il (36") (2 DOORS) = 12
<br /> IF = FRONTAGE INCREASE (20' MIN, 30' MAX) 2. OCCUPANT LOAD IS DETERMINED PER (72") (4 DOORS) = 288
<br /> NS = AREA FACTOR FOR NONSPRINKLEREO -RI-HOTEL AREA (GUEST ONLY) 26,121 /200 134 CALIFORNIA PLUMBING CODE TABLE A. (63") (MAIN ENTRY BA) = 63
<br /> BUILDING TOTAL = 423
<br /> 3. OTHER AREAS NOT INCLUDED IN THE
<br /> Aa =[12,000 + (12,000 x 0.64)] BUSINESS OCCUPANT LOAD CALCULATIONS A-RE;
<br /> PER NOTE #4 _134 423 INCHES > 68.6 INCHES THEREFORE OK
<br /> Aa =[12,000 + (1,680)] 1 - SUB-TOTAL SHAFTS, WALL AREA, NON OCCUPIED
<br /> AREAS, HALLS, STORAGE, ETC. 2ND FLOOR
<br /> 196 (12) (.2) = 14.4 INGHE5-REQUIRED EXIT WIDTH
<br /> 4 ARE LOCATED FI IRES REQUIRED
<br /> FO
<br /> Aa19680P, R-I MIN 32" CLEAR WIDTHYREOWRED PER EXIT
<br /> = - - - - - - - - - -
<br /> TOTAL 196/2 = 9 EACH
<br /> - - - DOOR EXIT WIDTH PROVIDED
<br /> t- - - - - REQUIRED PROVIDED 5. WATER DISPENSER/GUPS PROVIDED
<br /> - - - - - - - - - TABLE 422.1
<br /> (36") (2 DOORS) = l2 INCHES
<br /> - - - - - - H/G UR LAV. D.F. OTHER H/G UR LAV. D.F. OTHER 12" > 14.4", THEREFORE OK
<br /> - - - - - - MEN I I I MEN 2 I 2
<br /> WOMEN - I 1 1 WOMEN _ 2 NOTE I
<br /> MEETINGX 3RD FLOOR
<br /> HOTEL COMMON (12) (.2) = 14,4 INGHE5-REQUIRED EXIT WIDTH
<br /> MIN 32" CLEAR WIDTH REQUIRED PER EXIT Rd
<br /> PLUMBING OCCUPANT LOAD °
<br /> ACCESSORY DOOR EXIT WIDTH PROVIDED n(im)
<br /> PLUMBING OCCUPANT AREA MAP (36") (2 DOORS) = 12 INCHES
<br /> l2" > 14.4", THEREFORE OK � ftp ftp 0 S W T 2 S
<br /> BY MARMOTT
<br /> 00 000
<br /> 0 0)0 o / / MEANS OF EGRESS SUMMARY
<br /> 00 000
<br /> / CODE REQUIREMENT PROVIDED
<br /> I _ �
<br /> I. NUMBER OF EXITS 2 PER FLOOR 2 PER FLOOR OK
<br /> o 0 0 0 0 ® ® ® A3/ 2. TRAVEL DISTANCE 250 FEET (5PRINKLERED) 150 FEET MAX. OK r777�4 Q
<br /> "'
<br /> 3. DEAD END GORRIDOR 50 FEET MAX. 25-0MAX OK
<br /> JdA/bIV d00dNdA/2IIb' o°o° o°o° d00dNF/A/2IId n n n z
<br /> 310 ❑Nb310 Nb310 4, CORRIDOR WIDTH 44 INCH MIN, 51 INCHES OK u 5. SIZE OF EGRESS DOOR 32 INCH MIN. 32 INCHES MIN. OK
<br /> 6. STAIR WIDTH 44 INCH MIN, 48 INCHES OK
<br /> 1. COMMON PATH 15 FEET MAX. 10 FEET MAX OK
<br /> I
<br /> O
<br /> I
<br /> 0 0 0 0 0 0 FIRE PROTEGTI ON FEATURES
<br /> 000 0000 000 000
<br /> 0 0 0 0 0°0 00 0 0 0 0 _ - - - - - 0 0 0 - - 0 0 0 - - - - _ _ - - _ NOTE: BUILDING IS PROVIDED WITH AN AUTOMATIC FIRE SPRINKLING SYSTEM
<br /> - - - - _ - - - - - - - - 0 00 0000 000 000
<br /> 0 0 0 0 0 0 000°0 o°o°0 0 o 0 0 0 0 DESIGNED AND INSTALLED PER NFPA 13 AND MARRIOTT MODULE 14 STANDARDS.
<br /> 0000 00000 000 000
<br /> 000
<br /> 000000 000000 000 000
<br /> N 000 00°0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 STRUCTURAL ELEMENT F.R. RATING DESIGN NUMBER
<br /> 000 000 0000000 0000000 000 000
<br /> s 0000000000 0000000000 000 000 O
<br /> 000000000000000c MARKET 0000 0000000000000000000000000000000000000 00000000
<br /> ' �_ 00000000000ooc 114 0000 000000000 OCG: 121 00 000000000000000000 0 0 0 000 0O=/ ' INTERIOR BEARING WALLS I HOUR GA FILE NO. WP 3243
<br /> _ � ��bl S.F. - - - �� ' COLUMNS I HOUR GA FILE NO. GM 1451
<br /> v
<br /> OLF=100 �\
<br /> OGG LOAD = I
<br /> EXIT5-REQ'D = I FLOOR/GEILING GONST. I HOUR UL L569/E5R-2994
<br /> I 2 HOUR UL L539/ESR-2994 n n n
<br /> _ u
<br /> OFFICE � VESTIBULE 'ROOF/CEILING (TRUSS) I HOUR UL DES. #P533 � O
<br /> LAUNDRY III IIS ASSEMBLY
<br /> O
<br /> 108 150 5.F, O - -
<br /> 5.F. OLF=100 = STORAGE/AHU TV ' EXTERIOR BEARING WALL I HOUR GBG TABLE 1212.1.4(2)
<br /> O r 5 Or- LOAD = b YROGG LOAD 2
<br /> 0GG: OGG LOEXIT5EQ'D = 1 119 Q
<br /> � T
<br /> EXITS REQ'D = I _ 280 S.F.
<br /> OLF = 300 EXTERIOR NON-BEAYZING WALLS I HOUR GBG TABLE 1212.1,4(2)
<br /> G F OGG LOAD = I 0
<br /> I EXIT ' - - - - _ i * ® �C ExIrS REa'D = 1 INTERIOR NON-BEARING WALLS I HOUR GBG TABLE 121.1(2) 14-1.3
<br /> O I BREAKROOM FF- VERTICAL SHAFTS I HOUR GBG TABLE 121,1(2) 15-1.3 LL -
<br /> E WORK O ELEVATOR HOISTWAY
<br /> - 243 S.F. > - - 110 BAILER/ kp
<br /> O ' STORAGE ooCC LOAD = 3 2 F=10 LOUNGE ❑ - 1 FtRE1 SER CORRIDOR ENCLOSURE I HOUR OA FILE NO. WP 3243 Z
<br /> J JI 142 EXITSY2E0'D = I J aoLGc O�D = 3 EXIT AGGESS OPENINGS 20 MINUTES UL LABEL SOLID WD/HM DRS. K
<br /> Q 1� -RECEPTION IIb r 236 5.F. O
<br /> � vja-n CEXIFT5-RE
<br /> S.F, - _ - EXITS-REQ'D = I I OLF = 300 0
<br /> S3 =300 - 112 499 S.F. J OGG LOAD = I GUESTROOM SEPARATION I HOUR GA FILE NO. WP 3243
<br /> ST #I MEETING ROOM I .9 G LOAD = o ELEV. EQUIP O 131 S.F, OLF=15
<br /> _ i OGG LOAD = 33 L CAI IS REGV =
<br /> v OI 106 OLF=100 0
<br /> O sn,l w 103 . QD - EXIT5-REG'D = I EXIT STAIRWAYS ENCLOSURE I HOUR GBG TABLE 121.1(2) 15-1.3 Z
<br /> v ' 1,348 5.F. - 3 51 5.F. OGG LOAD =2 `
<br /> w I OLF=5 OLF=300 EXITS-RE( = I - -
<br /> I� II 1 �
<br /> O r OGG LOAD = 610 �9- OGG LOAD = O ���' / - LAUNDRY-ROOM I HOUR GA FILE NO. WP 3243
<br /> v 0
<br /> OCG: l2 exlrsyREQ'D =2 9 - \ EXITS REQ'D = I - - moi/♦ O _ - - ELECTRICAL ROOM I HOUR GA FILE NO. WP 3243 � a
<br /> IIOA
<br /> a' 5.F. - o
<br /> P ¢�q
<br /> OLF L300 - MEGHANIGAL-ROOM I HOUR GA FILE NO. WP 3243 Z
<br /> - - - - -- -- OGG LOAD = O O
<br /> o �
<br /> KITCHEN EXITS-REQ'D = I * LINEN CHUTE ACCESS-ROOMS I HOUR GBG TABLE 121.1(2) 15-1.3 v
<br /> PREP
<br /> I - - - I - - - lKI OG
<br /> TG: II
<br /> lob S.F. I USE GROUP SEPARATION WALLS I HOUR GA FILE NO. WP 3243
<br /> 7 I �P OOLF 00
<br /> GG LOAD =2 J EXIT RTE 1 GA FILE NO. WP 3520
<br /> EXIT EXITS-REQ'D = 1 ELEGTRIGAL
<br /> OCG: 41 " o H 135 SEE SHEET AOII FOR TYPICAL WALL ASSEMBLIES
<br /> --
<br /> - I 5 143 S.F.
<br /> REVISIONS:
<br /> i
<br /> I �• I OLF = 300 -
<br /> O i OGG LOAD - o
<br /> EXITS-11 = 1 * OCG: 12
<br /> _ " � LEGEND I E31-00 DEPT. 101121185
<br /> 6 STORAGE - ETING ROOM2 EXIT-RTE % �� - - _ _ z MECHANICAL ® 2 BLDG DEPT. IO/3/I8
<br /> 1 HOUR FIRE-RATED CORRIDOR SYSTEM
<br /> 143 5.F. 25 _ _ _ 3
<br /> OLF=300 - OLF 15 - - - n e IOLF F 300 < �° STAIR #2
<br /> 'OGG LOAD = 15 � (o - �_ OGG LOAD = O BREA 3FAST
<br /> MARRIOTT 03/20/1 q
<br /> 3 OGG LOAD = I EXITS REQ'D =2 10 �� \ EXITS-REQ'D = °S sr12 2 HOUR FIRE-RATED ELEVATOR EQUIPMENTYZOOM 4 OWNER REV. 03/20/16
<br /> EXITS-REGV = I
<br /> ' I �J CONFERENCE-ROOM I OGG LOAD = 58 ® 13 cj ASI #OO2 03/20/16
<br /> * ExIrS REa'D =2 PH = PANIC HAYZDWARE
<br /> Q) HVAC 1 O 468 S.F.
<br /> s lol �o 431 S.F. oLF =200 BA BREAK-AWAY
<br /> F-I _
<br /> ~ 55 5.F, OGG LOAD =29 r -F 7\ - `OCG LOAD =2
<br /> EXITS REQ'D - I O
<br /> OLF=300 EXIT5-REG'
<br /> = I - - - - * = 20 MIN. FIRE RATED DOOR SYSTEM
<br /> OGG LOAD = O
<br /> nom ooxn n n n
<br /> EXIT5YREQ'0 = I
<br /> ** = 60 MIN. FIRE RATED DOOR SYSTEM
<br /> s �` I ®o o�STY200M5 = 90 MIN. FIRE RATED DOOR SYSTEM BA PROJECT # 161010
<br /> - - - - - - - - - amu -= OLF =200
<br /> < ' EXIT - - - - - - - - \ OGG LOAD =20 WALL TAG, SEE FLOOR PLAN AND SHEET AOII PLN PROJECT # I-70-7-7
<br /> EXITS'REQ'D = I '
<br /> FI 55 CENTER P �_ # # OCCUPANT LOAD @EXIT
<br /> 1E, F�� OCG: 52 MARRIOTT # 4476
<br /> � OCG: 31 JIN (all
<br /> bas S.F. EXIT PROVIDE EXIT SIGNAGE AT INTERIOR OF EXITING SPACE PER AD2
<br /> OLF = 50
<br /> C� LOAD = 14 F
<br /> OGG L � PH
<br /> O OCC LOAD = 1 1 OCG: 30 Poi01 JNrF EV EMERGENGY PROCEDURE INFORMATION / EVACUATION PLAN SHALL PERMIT # -
<br /> BE PROVIDED ON THE INSIDE OF ALL GUE57ROOM DOORS - TYPICAL
<br /> 2qFI SP OCG: 83 APN # 058-66-012
<br /> --- ' G LOAD 5
<br /> 5 0„ E IT REQ'D I F - ZL
<br /> t
<br /> POOL L� PROVIDE LOW LEVEL EXIT SIGNS AT ALL EXIT DOORS OF
<br /> AREA = 5161 5.F, �� - AREAS SERVING GUE5TROOM5 OF HOTELS PER GBG 1013.1. DATE: 11/13/2018
<br /> (OLF 50) SIGNS MUST BE INTERNALLY, EXTERNALLY,
<br /> OGG LOAD = I2 U SEX - PHOTOLUMINE5GENT OR SELF LUMINUOUS. EXIT SION DRAWN: J. MILLER
<br /> s DOOR POOL TOTAL DECK AREA =2,2g2 S.F. - PO4 POOL EQUIP PLACEMENT SHALL BE SUCH THAT NO POINT IN AN EXIT
<br /> OCG: 169 PO1 (OLF 15) 63 5. - Poe AGGESS G1OR DR EXIT PASSAGEWAY IS MORE THAN GHEGKED: D. BURKETT
<br /> s ' OGG LOAD = 153 _ 325(OLS.F.
<br /> 100 FEET OR THE LISTED VIEWING 015TANGE FOR THE
<br /> O E T EXIT-REOT) = 11 EXIT SIGN.
<br /> TOTAL OCCUPANT LOAD = 165 SIGN, WHIGHEVER IS LESS, FROM THE NEAREST VISIBLE
<br /> v
<br /> X
<br /> F1 'A2'OCCUPANCY � V'OCCUPANCY
<br /> p� OCG: 82F
<br /> IV SHEET TITLE:
<br /> P 5
<br /> OUTDOOR LOUNGE 63 .F. MAIN LEVEL
<br /> o o a OGG LOAD 20 - CODE ANALYSIS PLAN
<br /> EXIT-REG.0 = I
<br /> OVI G ANT L AD NEAR THE MAINIT CALCULATIONS
<br /> O F P E 2 1 S TI I 4,
<br /> PLUMBING CALC
<br /> O 0 O 0
<br /> WALL TYPES
<br /> I HOUR FIRE PARTITION
<br /> N
<br /> I HOUR FIRE BARRIER
<br /> _ 2 HOUR FIRE BARRIER
<br /> .3
<br /> MEMBERS OF THE PRIMARY STRUCTURAL FRAME, THAT SUPPORT MORE TYPICAL INTERIOR WALL SHEET NO.:
<br /> THAN TWO FLOORS, OR ONE FLOOR AND ROOF, OR SUPPORT A LOAD I HOUR FIRE RATED EXTERIOR 2X6 WALL
<br /> 7:5 TRUE BEARING WALL, OR A NON LOAD BEARING WALL MORE THAN TWO
<br /> �, NORTH STORIES HIGH, SHALL BE PROVIDED WITH INDIVIDUAL ENCASEMENT SEE SHEET AOII
<br /> A009
<br /> PROTECTION BY PROTEGTING THEM ON ALL SIDES FOR THEIR FULL
<br /> LENGTH, INCLUDING CONNECTIONS TO OTHER STRUCTURAL MEMBERS. SEE
<br /> SHEETS AOII
<br />
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