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24 GA. G.I. PLASHING •
•
WITH 1'411 DRIP (PAINT) REOUIRED CLEAR SPACE
EXTERIOR
r
bxb POST
Ixb RESAY+IN TRIM (PAINT)
"SIMPSON M5T48" STRAP G.M.U. WALL
COUNTER FLA5ING Z
b .. . a .. ANCHOR BOLT 4 x 4 x 24 GA.
6.1 FLASHING
"SIMPSON A35" CLIPS
I/4 x'e° EDGE NAILING
VERTICAL MORTISE BAR (8d NAILS a 6" O/C)
WOVEN WIRE MESH
4x4 RIPPED METAL ROOF
t- 45" MIN.
HIP 7RU55 FELT
I
(SEE PLAN) AT LEAST ONE URINAL SHALL COMPLY WITH THE FOLLOWING: ! • •
"SIMPSON M5T46" STRAP INSECT WHERE OCCURS SHEATHING 1, URINALS REG2UIRED TO BE AGCE551BLE SHALL BE STALL -TYPE
16d NAILS a 6 O/C OR HALL -HUNG WITH AN ELONGATED RIM NOT EXCEEDING 11 INCHES
2x6 SHAPED SOLID BLOCKING
A50YE THE FINISHED FLOOR
"SIMPSON MTHMI' 2. THE FLUSH CONTROL MECHANISM SHALL BE OPERATED MANUALLY OR AUTO-
"SIMPSON A55" CLIPS 4x6 RIM BOARD HANGER BEAM INTERIOR 6x6 SOLID BLOCKING MATICALLY, LOCATED NO HIGHER THAN 44 INCHES ABOVE THE FIN15HED FLOOR.
(SEE PLAN) (5EE PLAN) WATER RESISTANT GYPSUM BOARD 5. FINAL SHIELDS MAY BE PROVIDED WITH A CLEAR 2Q -INCH 5PACE BETWEEN
SIflELD5 AND MUST NOT EXTEND BEYOND THE URINAL RIM.
SEAM CONNECTION 15/)5
FALL �ONN�E�TION 1 00F BALL FLASHING URINAL FLOOR 5FAGr
211 3/4;1 = 1 I.OII i j II = I' -C>" 1 2 1 1/2" -
! �---� I "51MP50N MTHM�
6x6 i'05T �
1 HANC7ER
f a
WOM� {102) (457) 2. MIN.I
5
CEMG PANEL
WARM GREY
1-1/41W X 1-1/ x 1 f �" URINAL RIM TO EXTEND s2.
e"x8"x16" VERTICAL GAPPING ANGLE 114* X 1" H.H.M.S. A MINIMUM OF 14" FROM (305) �� °"� o 18"
SCORE ONE-51DE jj ,i" j p
W/ !•1T 0 18" O.G. MAX WALL iL� ..11 o (457)
CONCRETE BLOCK » — „ • ,
HANGER BEAM 4x4 RIPPED 5j"x3' DEE►X Z 4 4 3N
(SEE PLAN) (SEE PLAN) �D(�
PRECAST CONCRETE (7S) I?
IIff
MBL.DI1d5 I � °- i t�tlN.
I I I APPLI� WITH / _ ^NE gni I;e�_ nc wec,�ul I I _ •
/ / f Hvl� , i I V f ✓7Ii Jt.Y L �. ' •' "
' I s 1 _ l
g Imo,: ;�.p r + _ '
1///�//�////��' � GQNGRETE BLOCK t /'� ✓ / I � t I � {1��) � r _� 1 I I`� 7)
(854) '
1111 (343) MAX.
I {140} MIN.
SPICE 8"x8"xl6 RIM 4 1 2 3
BEAM 4-5GORE SPLIT 2xi ONE HEI CHTSIDE •
(SEE PLAN)
BEAM CONCRETE BLOCK QOST�W�s a .+ � • � � •• 4 ,+ �
GOI t WI�ALL
(SEE PLAN)
.2167-W-1 1953- i -- 9 1953-1-Df1�S-4
NOTES: NATES:
Opt,a r* ♦ �, t, . ♦. t s .+ r. - A r.2. C.....`r I •. .. 1 �.. n a, _, . _ .... C�—..J�..J r.- Q... -'.e.
0; —t V � IU�7� 1%tiC -' �un �v��rry.-r..8661ING Stro S", i. Optionor --4 a�tr��.+�fitfiil �ila�ur�. 4. ,i�u�rr.vl v '+�+u�y,� v,...v,•.
2. Wall Mounting Anchors (By Others). 2, �,Qyy Volvo . P.VShbuttons. 5. Wall Mounting Anchors (By'others),
3, Urinoi Waste Outlet. 3. Optional -DMS Deck Mounted Spout.
SEAM CONNECT 1 OIC SEAM �ONNE�T 10FREC�AST SETA I �E IL1N� PANEL >� TOP CSF WALL HAND1CAF URINAL A C� ILAVATOF�,"rII II. 11 _ I II IGC" 3= I -O" .I _ � � � � � �
3 411 _ 11_011 11 _ II
25 3j4 = I -O � I i - I -O � - 11-011 � / - 3/4 - I -O
4 a 32" O/C. 1?" MIN.
z1144 GONTINLk�US -
3x4 SOLID BLOCKING °.' '•• .•" • a' •. °' ' '° . '• ••• a � 36" MIN. GRAS BAR
61 —•a� ' . ° o 1h4 X 1--1/7 �� Q� ALL DISPENSERS
AT BACK OF TOILET
TOP NOTCHED 4?" CANT. 3x4 RESAWN AT 12" O/G ° \ • I 4 '
LAG SCREEN 4 2
a /�/�✓ a • 8"x8"xIb" ANOELU5 SPICE �' P 24 MIN?„ MIN. GRAB BAR
4 -SCORE SPLIT 2x1 _.
1 1/4 OVANEL
CONCRETE BLOCK I _ i211 LAV -
j MAX.41
d
GLEAN, COMPACTED FILL
CONCRETE SLAB -4. /\\%\\/ \\ I O lu -
//\//\ / -I w TISSUE
- (SEE STRUCTURAL) I \\ \\ \\ °
• b �C O DISPENSER Iq"
I° / /\ I " : FINI5H GRADE Q� a ~ MAX.
/j o o m 45" MIN.
"SIMPSON EPBbb" I �i ►- _ _ _
BOTTOM NOTCHED ??" GLU-LAM BEAM ' a ° " Q :'e //\/\/�/ a 1I4 r�T N
1 /\\/i\\/ \\ 1 //\\//\o/\\/ //\\//\\//� W/ WT • 24* 0:�, m z
SEE 25 WITH METAL • �� \ \'\\i i\\\�\\ �° • ° %\i�\i\\\\i��� o r A LAVATORY SHALL. HAVE: A BO BY
ALSO D -I GAP FLASHING //�// / / // // /\�/i t- -
�\ ; \\ \\ \\ '\`\\\\\ r x x x 1 �LLOWs A FO wMFLOOR
n A�PMROAGH AD -
BLOCK WALL SEE Zq \�/j / / / o. / // /j / Q ° ///\�/FACE THAT
/\\� {T. ��
Also D i .. • °
\� % �/ a a •4 a a 1 a i �rEXSM
JOINS OR OVERLAPS AN ACCE;551 BLE
l ROUTE, EXTENDS NO MORE THAN Icf
\�f ° ° . b FOUNDATION INCHES BENEATH THE LAVATORY, AND
(SEE 5TRUG'NRAL.)
COMPLIES WITH SECTION G-2.3
"el�"SIMPSON
RAPONMSTA3b" FRAM I N& SETA I L E3ENCH TAIL WALL CONNE�TI ON ACGE551 E3LE TO ILEI
STRAP i � 3/4" = I1-011 LAVA70R%� Fl.�Olm/R 5FACE
_ % i 20 3/411 = I'—OII ( 1%2'1 = i'—O" ! 0 3" = 11-011
5/4" = 1'_OI'
I
.,
I I I i I UNISEX FACILITY SHALL HAVE 1/4" THICK L'� �t 3 73
I ! I j i 8" END ' TRIANGLE OVER I/4" T} -!GK CIRCLE LISHTWEI6HT 4" WIDE: POLYETHLENE (73ij_T_--`"
2x6 SUB -PANEL LAP i
CHANNEL �d!TH MATCHING GRATE . I
"51MPSON M5TA36" GEMENT I - C
NAILS AT 3" G -G. MEN WOMEN 14® 11 ¢_
BEAM (5TASSERED)
TOP NOTCHED 4%" 5'P i 30# FELT UNDERLAYMENT ( BLIND NAIL _ - (�5?(292j
(INSTALL FIRST) "SIMPSON EP866" \ \ AT q" O.G. °
OVER M5TA36 KLIP-RIB ROOF/FASGIA PANEL I a,�4
AT BOTTOM \ •\ / HEADNLAP ROOF DECK OF:
I iso" 11/ I
MASTIC LO SEALANT PE 3 i 1 1 \ PELT UNDERLAYMENT DOOR 12 �12 12 I 1
INSIDE - I �+ ( 1 t 1 ! II
i y+ TOP @ BOTTOM
N
2 MIN. BEAD LAP i ixL
DRIP FLASHING -- — • — • — • — . — . -- 6" MIN END LAP
1' `.y .} • t•:' ..i, v.. .f ;
EXPOSE NAIL - Z it - 2 e • ..
,, �•• <`'' •J AT 12" 0.0.
SIGNS TO BE: 1/4 THICK IN A COLOR AND 4;=° • • -
CONTRAST DIFFERENT FROM THE DOOR
SEAM &ALV. MTL sa.
FLASHING I'V/ 1
BOTTOM NOTCHED -f! PLASTER STOP -,
„ .�: t .. DRIP EDGE (811 ,. ,
INSTALL OVER SIMPSON M5TA36 (� SEALANT , � •�-; ' ' = P0019 516N SEAT HE I GHT "ro
}
TOP NOTCHED STRAP - "' O �s:•a '`1C?.�
j....
BEAM STUCCO
BLOCK WALL
15/e,1
FRAMING (SEE PLAN) e
METAL 'SIDE r<•�;''.'"ROOFING NAIL •
DRIP EDGE .` Fes. EP�ED BASE AND SIDES 2j05--W-t
�\ OVER FELT �,' NOTES:
SAVE METAL EDGE 41t IN 4" CONCRETE 1. Optional -FV Flush Valve - WoPi Supply. 3. Mounting Comer (By Others).
11 UNDER FELT 2. Optional -CN Cap Nuts.
_ II 4 SIGN TO BE SYMBOLS CHARACTERS SHALL '' I
I I ( 4 f
)FELT U N � E L A � � N T MOUNTED ON WALL
CONTRAST WITH BAGK�SROUND � I '� I j� � � (� � � j � � � � I � � � T I L T 1
ADJACENT TO LATCH )
I � ���� � l/�11 = 11.011 I I
' 2 3/411 = 11_/yll , I � Ii = I I_ 11 j i EDGE OF POOP OR "WOMEN" I N.T.S, 3/411 _ I 11
V 1 0
1 ( INTERNATIONAL OR RESTROOM" I I
OR ENTRANCE
5YMBOL OF AS APPROPRIATE
_ CLIP AGGESSIBILITY
8" MIN. 8" MIN. � 1 sr g ss
EXTERIOR INTERIOR %" - 2" HIGH SANS -SERIF LETTERS, 7LL ��gp
KLIP-RIB ROOF PANEL 13/4' RAISED Il32", WIDTH -TO -HEIGHT (241) (14)
M E RATIO FROM 5:5 TO 1:I AND STROKE 3
BEAM HIWRM 6 HIPMfdge WIDTH -TO -HEIGHT RATIO FROM 1:5 TO 1:10 a
(SEE PLAN) ROOF FRAMING (optional)
_ 1
GUT MAJOR RIBS ONLY
Iy411 I," HIP/RIDGE FLASHING, FIELD CONTRACTED GRADE 2 BRAILLE
NOTCH & TURN DOWN. LAP DOTS 1/10 INCH ON CENTER IN CELLS
! "KNEE GAP" SEAL AND —� _ S" MIN. WITH 2 ROWS SEALANT WITH 2/10 INCH BETWi EN CELLS. DOTS
i LT 1 N aLr"•.GE -- FIELD TURN UP PAN ��
' i�" DRYPAGK RAISED I/4O ` MINIMUM ell'
2(50$) (571)
IMIN. 2 FASTENERS TO RESIST DRAGiL Ib" TO I I8" TO • Proposed Restroom Building For:
"SIMPSON EPB66" LOAD {See Appendices A& Bj $ � � p � .
• to DOOR DOOR A! /�' m Patricia 1 1. Mar�ru % o Park �D�f
® 48 D/G, FASTENERS WITH EPDM WASHER Z y' �7-�� �7N J
AND COLOR -MATCHED HEAD 5730 Avenal Place Fontana, CA
FASTEN 8" O.C. INTO RIB to REFER TO CALIFORNIA BUILDING "
"SIMPSON PA51 " THROUGH CLOSURE > GORE SECTION 11113.5 FOR 12 IQ 13 OGT 2003
(305) .1813 �H C I a ` Clow
(W
STRAP
ARE OCCURS) POLYETHYLENE CLOSURE SET IN 'DETAILED REQUIREMENTS 9 June 2003
® I I MAR 2004 T
SEALANT TOP &BOTTOM **HERE INSUFFICIENT WALL SPACE EXISTS ON THE 0 OMP CAL F
ROOF 5HEATHING FIELD NOTCH &TURN DOWN TRIM � LATCH SIDE, AND AT DOUBLE LEAF DOORS, SIGN NOTES: 3377 02-670 0
8 x8 xlb BLOCK WALL
KLIP-RIB ROOF/FASCIA PANEL KLIP-RIB ROOF PANEL SHALL BE PLACED ON NEAREST ADJACENT WALL,
PREFERABLY ON THE RIGHT. 1. Stainless Steel Mirror.
UNDERLAYMENT F.F. 2. Tamper Resistant Screws.
PLYWOOD SHEATING 3', Walt Mounting Anchors (By Others).
SEAM/WALL CONN �T 1 ON FLASH I N� FACILITY 5"'MBOL5 FRAMES MIRROR
# I/ R I��.� I N If III ~eta S
2 5 lie" = I I_OTI-AW
11 I 3" = I'-011 II _ I II N.T.5. 3/4 = 1 -O
n 2003 Doua Andresen. Architect expressly reserves his common law coovriaht and other property riahts in these plans. These plans are not to be reproduced, changed or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtainina the express written permission and consent of Doualas Andresen. Architect..