HomeMy WebLinkAbout100 Aero Ln 95-1630 RenovationPOINT OF COh4vLENCEMEN
/1v7SP5ECT1cvv Oc 77E WE5'T LIAE OG
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CI -WA Y L/AE aF:� S rA 7E ROAD 46
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LANDSCAPE KEY
SYMBOL
DESCRIPTION
45'-0. O.C.-
•
LAUREL OAK
16
2.5' CAL 10' MIN. I-EIGWT
7-0-
��-6;
8'-O' MAX.
2' CAL 8' MIN. I-EIGIT
I
-
PRECAST CONCRE'T'E CAP OVER
8' CONCRETE BLOCK, WITH u5
E=
!
102
REINFORCING, vezriCAL ovE 2
30' NIGH + 30' O.C.
8' CONCRETE FOLNDATION WITH
-
(3) 195 EACP WAY
-- -
4X4 P.T. WOOD POST -
N
-
2X6 P.T. WITH 3 IOD COMMON
AT EACH CONNECTION
_ COMPACTED FILL OVER
c0
GRAVEL
CV
- ---
-- NOTEt ALL EXPOSED SLJ2FACE, PAINT FINISH
POINT OF COh4vLENCEMEN
/1v7SP5ECT1cvv Oc 77E WE5'T LIAE OG
5L OCr /6 W1774 Tl -E SOUTI E Z Y 06 4`T -
CI -WA Y L/AE aF:� S rA 7E ROAD 46
f
NTS
o rn
r4 I 0
LANDSCAPE KEY
SYMBOL
DESCRIPTION
QUANTITY
•
LAUREL OAK
16
2.5' CAL 10' MIN. I-EIGWT
DRAKE ELM
1
2' CAL 8' MIN. I-EIGIT
EXISTING TREE:
L.ALJ2EL OAK, DRAKE ELM, sckfn-a2N PINE, ETC.
E=
V I BU2NUM ODO,
102
30' NIGH + 30' O.C.
BLOC< I I ( I
I I I
III I
� h
NN) -1.0 5ikll NOT
x u :f Caea
4ffU Ve5LP 1w SAUCER
L� GWUNI7LOY�jt6 �Rpl?1Cf A�0'IE J
APPftOX. l5'
':AKi{I �At.�1�K ok2 IoINY� s-Yx 1•SfAlIE$
F UVH A7fl r- W -4,4104f wLCrc-�
rnluuuv � A- + �r� r.._.� I&- elwvSwk-V r4AM FMILD Cw 1•
MA � MALL -- `� I'lA►ttl►IG �011
I3A4KpIGK�11-1, Ml/lfllK� � y
)m-5fliwi 5ubclJcAYY,
SHRUB & GROUND COVER PLANTING DETAIL
NO r TO SCALE
q.
PL14TM 8111.
xSrru ueCruc�
TREE PLANTIM'
TREES 2�/2' CAL. AND OVER
-4-S-N4L T P,q vEmevr
ZONED GC -2
VACANT
�XOCK 16
S 89 4 3'24 " W (D)
N 8942'20" E 395.14'
Po/nrr OF eEolnvviN�-.02- I
W►ESr L/AE CF a-OCK
I ;a,iCE
l?E
wa: uiEa
1 4' aOIN LIAK
r%CX� 2
4., Co.50 rTQtl OG
I 4 CX-1�7
-
Ll[VC �!W.
P12OPO&D RIGID FRAC
METAL ANOPY
PJCISTIN� �JILDW60
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I �ell
BuuDIN G No. 400
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r
4
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St
ate Road
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PFK)PC(3M STREET ADORES&
ACREAGE:
SCSy�AyLEEy=� yrONNO
TAX PAACEI- NO.:
l � — -
PACE MVATE 8CHOOL
100 AERO LANE
122 ACRES
1-wl-0'
ACS AGRICULTURE RE r
2f3-i0--30-5AE-1500-0000
PAGE MVATE �, .
851 VICTORIA STF EET
CMA MESA, CALFORNIA M27
IF - =f r I p= 800 842-001
� C'2 � I -
C)WNEFrS AUTFiOFOED AGEW- ARTER113URY ARCI-�M NC.
w I p I I 401 V+HC)OPM LOOP
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wood O I I III BUTTE 1531
PAL I ti ALT PL A 32701
GYE wi I I I
_
TEN FOOT WILE LANDSCAPED STRIP (407) 332-022€3
WITI-I CNE TREE FOR EVERY TWENTY-FIVE LINEAE! eE Ir 0
SPACED EVENLY I I I
OLI D 81 OR HOLT INC.
1 I 8021 b I UN Abd
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Wrru ONE TREE FOR EVBSY FIFTY Llf lF FEET (A 1"1{ i
SPACED 4
EVENLY ..
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.iX�O QAIL FENCE ——s
L I I .O SAWARY; f1C SYSTEM
AR. OCC 17
-(j t�c
-Q - 1 -EDGES AT 30' OR LESS ON CENTER
FROM ADJACENT TUEE nal KS OP 94Z%
IC
,
I I 003
BC20 '
� � n 4M,
/ --I --- -- I -EDGES AT 30' OR LESS ON CENTF32 v
- COVE52ED WALK - , FROM ADJACENT TREE TRLINKS OR 6E£2LBS
TYP.
- NEW LANDSCAPED ISLAND I g (h,
SEMINOLE CO.46 r[1 o N
-�� N 4 I RESIDEN TIAL
Al2KM HAIMVICAPPED PAOCING SIGN
A r 3a Ow LESS ON cev-ew
,c,t
CAD r7lJ
- -I1- 1 -- mom ADJACENT Tuee T4cs OR Si4am �J'
III
/
q Ig 6' I I RESIDENTIAL TRAILE32S
ING Al2EA y VICINrrY MAP
)IL - ! Ig NEW CCNC� BLOCK AND
WOOD RAIL FES
lXB'CCfvCWe7EI I I
�: FCJI.f' ft7L.E+L�
FLQ EL, 2793 I �I I � Ln
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S B9742'52' W — — — — — 2 — I I o °� o LIECIAL DESCRIPTION
- WIND 1%41E -LD TO MATCH S c ( I i LEGAL LEE5r-VIPr/ON PET1 O�IC/AL kECOQn5 2577, PAGE 1232 OF
COVERED WALK CONSTPUCTION TX -x=- PU51L1C QECOQLIS CF SEM/ASE CGLArY. FLC00A.
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4' �„Li1K� � � � � '� VISION AGE 5�s, � r� r0 VE
is ,�c-cr. c� ,s�►�i �rr � T
ZONED A `•0o i 0 ILC 910A, AM 71.E SOUT/ ,� Y00 -,T -00 --WA /
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G9\EQA- NOTE& ', I 46 4YJV SOITP 00 LEGY?EES /708'E4ST, ALONG 5A 10 FAST LME OF
® s I lXOCA /6, A DISTANCE 0=141.44 FEET, Tl-f,CE kl'.N SCb7j4 89 DEGqE�ES
U 71-/15 SLwvEY WAS PEw--,r- i1,lED WI77,&fr 77E /T OG ANL -VATED kj I 4-527 kWST 20.00 ft�7 TO A PO/NT ON 777,E [\EW WEST R1GVT-0=-WA Y
RTLE SAkULI 77ElQE MA Y EE O77 F>'7 kLGSTRlCTIC A AAD MATTE; ISCF S I I I LIRE CF KEMEL k0AD AAD T7E POINT Oc 61EG/AN/AG, T7EACE RL.N SCU77/
kECOW AF7cECT/NG 77116 Sl TE /N 77,E FU5LlC kECCOWn5T GF S V//AICX EI �w 00 GEwfE-s 17*p8' EAST; ALcAG SA/D /1EW WEsi r RIG r -OF -WA Y LIAE AIV
CUWrY, FLORIDA p� 0) / I �, PA dLLB W/T7/ S4/D EAST LAE QF:'FL(9(X 16, A D/STA/VC�ff` DIG 101.34
00
c�j R GQASSW PLAY FIELD I I I ` FigT, 77EleK,E kM SOU77189 GAS 42'52' kWST0.
800 FEET,
2-) LEAP/NGS SL OAN 71UN AkEG BASED ON TLE CEED CEJ AS � � I i T7EACE kUv 5Y.1ClT7/ 00 L1GC�ES /708'EAST /0000 FEET, 77 kUV
kLGCGiQGLGD IN O ICTAL kLGCGY?GL; 800<25 77 PAGE /-`32 Cr 771E PT IC A I I I I N0Q'77/ 89 0E S 4.752' EAST 4195 FEET, 7PEACE aJV SOUT7100
kEccir<t GIF 66wlA XE ccLI'Vrr FLoP/DA TA -E FSI ST LDS OPG t OGX l6, O i. I / Glu 1708' EAST /7'0.00 FEET, T7fACE k jV SOUT7l 89 Dom' u
AIM SWITNS S VIVISICN AS k IN PLAT E"X /, PACS 56 OG � * w I I 4,752" kWST 280.00 FEET, T7� RCN NORTt-1 oO CEGREE-S /708 kyFST
77,E FUM k>ECC.14UlS' OF 560ACL' E CGYNrY, P1 00DA EEAG A 6EAV/AG OF I
sOUTN 007/708' EAS ,
T. p I �, 4' CYL4�/ LI/Vr �'�� N�� 00 DEGRnEs /636' YLEST, PARALLe- W/71-1 77-e WEST
330.00 FigT r7BNGE k v ACw77189 DEr-AvGEs 42'52' EAST 8& 02 FEET,
, FIVE FOOT WICE LAADFCAPED sawBEVA r/Oti; �WN AkLBASED :moll�KYE CGNrY
I / L/AE of SA/D EXR /f A D/STANCE C;E /4/.34 FELT, T7E kv
NGlgr71 B9 1. F S 42'51' EASr 230.00 FEET rO 71-E POINT CF
Wrru ONE TREE FOR EVERY FIFTY LINEAR FEST / ti'
E31,GlAt�PING E�lUG�-i'UTAk� DA 7UN AYE ?92/10/, A P.KNA/L AAD 5E114/N�..E °`{ � �, � - - - _ _ -- - - . I C' � j 6{EG/NVlAG
CGYNTY DIS< STAAFIED 292//0/ 7110' SOUTP OF 77t= SolfrN BJGE cFSPACED EVENLY
PA VI &EW O= SrA TE ROAD -46 EAST EACLAD LME ON TE FkUq57Tr OF Fwolw TAE /AITawSECrION of r7E kwsr L/AE o= a -CC C /6 MM SM/TNS
T/S �C ,CJr1l' l o ij0 36 M/LE
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I , SEA9/[EKE GL'LIYTY
S 7E ROAD 46 - EVA /01,+ 24746 AAD SEA4/AYE bUCK /PAGe 55, OG 77 -AF RELIC kE'CY,kn5 C),=/[�E O� STA 7F SA
GY.1L/VTY EE7NLO`i1,L4k1L' DA TL,JW NO 299 2/30/, A RA/L.QOAS SF'!KE /N TLE A(C�P77/ �; I � ROP/DA, AAV r7E 5ObfrAfWL Y RIGLFT-CFY L D /VO
\ ' I I 46, RLN
SC
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SOUT14 ETJGE GIG PA VHIYIT EAST 60UW L.AAE oG STA rE ROAD 46, 728' I I I q Gtr
EAST QG 76LOGK /6, A D/SrA[�K;E OF 304/4 FEET FOR TA -j- POINT QG F�EG/NVIiU;;
7E AgPT cE v CO1i�Eil 7.l',1L,t G
(AY.IQESS fr374/.i 7 300' I Z� l 7PeACE CCWT/ALE SOUTH 00 QEf�51636' EAST, ALONG SAID WEST
WEST OG CK D An4G1\RCLG QIOAD - BEVA r/C ?y 974 /� I I , I ' I LITE 68640 FET TO A PO/NT 95 FST NOPTN GIG TLE CeArf5ZIAE CF
l 6 L ` IIS FIFT7 4 SJWEF1', r7� kW AACW f14 89 DE6WEES 47'52' EAST, ALONG A
EEIAGLIAE 35 FEET AOe77/ GIG SAID CEVT /AE A 0/STAA� C� 62 29 FrcET
LIRE EaIA a5' P=/p 7l sT AAD I rO A PO/Nr 35. o0 FEET Wer C� 7AE CEN72W LME Gly � ROAD,
P:APALLI3 TO 77-eE GEiVTE4'1./l�E OG F/FT1.1 STRUT i% " , „
' N 89 4 9 52 E (D) 625. �` D '�'�"� a=Lor,� I r a -IV A+CVTN 00 DEf 51708' WEST ALCYvG A LIAE 35 FEET WEST
— — - — — — — — �,... r I I G= 71 C&vTFR LIAe OG A2: ROAD, A D/STAN G� 591085 FEL
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QEGQ!ES 4.752' EAST 4/. y5 !$T, Tl EJNCE kC.IV S011T7100
- - DIRT ROAD /Too' EAST /70.00 FE T, r7zyvce kYN scu7,A4 B9 GL"G�s 4.75?' WEST
28000 FEET, n FACE RCN AOe7Ta o0 0EGQfaFS 1708' WEST 330.00
FEET, 77EACE k1.N NOQT7/ 89 l.LGQEES 42'5' EAST 8602 FEET, 77
• ~�- 6" C OECAPEES 4324' WEST 395i/4 FEET TO T7F PO/Nr OG 56G//VV/AQ AAD
I 1NI : /r CP H.EV� 27.64 roo OP=sw �oTTOW o- sWALEFI 1' -ft h ,S' t r e e t GY5 Wl� I I ALSO FWOW 77E /NT CTION CF 77-E EAST L/[!E OG SA/D EC OC,K /6 AAD
3. Q
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COWWAL AAG LE OF 2 Cr-GMEIES 02'02' To A-E PO/Nr Cr kffVERSF
( IN FEET CWVA r1. W 0= A CWVe CCYvCAVE SC.YM46rEK1'_ Y, 144 V/AG A gAD&,6 OG
1 inch = QO ft.
25.00 FST, TPETAGE RLN SOU 7 -"STETS Y, ALONG 7lE ARC OG SAID
PLANI CLRVE . 778 FST T", ,Q)r 4 A CEWRAL ANr-E OF 86 .35 02' TO I TE
r I V 77-E P 1Nr OF TANG&vcY, r7tWCE WM SafT7l oO DEGkEE-s 1708' EAST
1/689 FEET rO TLE POINT CF EEG//VV/AG
I °�E70'_�• /NlIACRES BYVFY/NG lNG 1994
CGWTA
Field Surveyed.- January 31, 1994
I 'il
DRAWING
NO.
S2101111k
la
-A
I
sheet
of
ILf)
40,
�o
1
GERARD ROOF OVER 2X2 P.T. FURRING ON
HORIZONTAL C -C EXT -APA I/2" PLYWOOD
NAIL PANEL SUPPORTED EDGES, ROOF EDGE, NIPS AND RIDGE o 6' O.C.,
12" O.C. ELESEWHERE, USE 8D NAILS
I:xrrl0 / /JQ1r '
t i i
i
i
2X2 P T AT 14 1/2" 0 C - PRE-ENGINEERED WOOD TRUSS AT 24" O.C. j GERARD ROOF OVER 2X2 P.T. FURRING
3r -0u
5 1/2 of
i
� �i � P.T. 2X6 BLOCKING
12
SIMPSON STRONG TIE H4
o EACH TRUSS TYP. - --
PT 2X4 WD BLOCKING ---�
P.T. 2X4 WOOD BRACING m 45 DEGREES
AT END CONDITIONS
12
N
5
, 5 � �Ao!- 7,
0
1
I ��1
SIMPSON STRONG TIE N4
i
o EACH TRUSS TYP. - --- -
I
SIMPSON CC46 COL./BEAM ANCHO�-
'3'-0 3/4"
I
i
SIMPSON CB46 COLUMN
AND FOUNDATION ANCHOR
I
bl 3'X3'X I'-6' CONC. FOUNDATION - - -
1 WITH t*5 BARS 12' O.C. EACH WAY
N FOUNDATION, 3000 PSI CONC.
i
GENERAL NOTES, ALL (NAILS REQUIRE 1 1/2" PENETRATION
SIMPSON STRONG TIE N4
o EACH TRUSS TYP.
P.T. 2X4 WD.BLOCKING
IX5 P.T. FASCIA WITH
GERARD ROOF COVERING
SIMPSON STRONG TIE 1-14
o EACH TRUSS TYP.
3'-0 3/4"
I
� SECTION - COVERED WALK
SIMPSON ANCHOR CONNECTORS TO SPECIFIED AFTER TRUSSES ARE ENGINEERED 3/4 1/—O"
r=r) A r in M A r -)r -)=l f-% A M
2 ELEVATION - COVERED WALK
SIMPSON ANCHOR CONNECTORS TO SPECIFIED AFTER TRUSSES ARE ENGINEERED
DRAWING N0.
Al
sheet of
77777777=
F"d
IF
GALV. STEEL GUTTER WITH
BRACKET HANGERS 3' O.C.
GUTTER PER SMACNA STANDARDS,
PAINT FINISH
GRAVEL STOP GALV. STL. 24 GA.
PAINT FINISH --
ROOF PITCHED AT 1/2,12
PRE -FINISHED METAL ROOF PANEL
SECURED TO PURLINS - - -
-7 --�
i
A" KAINI - WOOD BLOCKING, TREATED
I- — -- -- ----- — --- - - — ____)
EXISTIr
N
2X WOOD DIAD. BRACING
0
1
UG OVER EXTERIOR �o
?X P.T. FRAMING
FADER
ID FRAME
<TURED COATING OVER
ING ON P.T. 2X FRAMING
O.C. MIN.
O
C�
TO RETENTION
FOOT
Jr)ATinN
PRE -FINISHED METAL ROOF PANEL
SECURED TO PURLINS
ROOF STRUCTURE --
i
Z- EXISTING PRE-ENGINEERED
MODULAR BUILDING -
7z
5/8" GYPSUM BOARD, TAPED
AND FLOATED, PAINT FINISH -
FRAMED WALL WITH 2X4 WOC
STUDS AT 16" O.C. WITH DBL.
TOP PLATES AND SINGLE SILL
PLATE
GALV. METAL CAP FLASHING OVER P.T. 2X
SECURED TO ROOF PURLIN
= i
cc
TEXTURED COATING OVER EXTERIOR
SHEATHING OVER 2X WOOD FRAMING
SECURED TO PURLINS �--
_
- PRE-ENGINEERED WOOD TRUSS AT 24" O.C. Co
- GERARD ROOF OVER 2X2 P.T. FURRING
VENTED ALUMN. SOFFIT PANELS -
2X6 P.T. LEDGER SECURED TO PURLIN
AT 48' O.C. MIN.
II I 2- 2XI2XI0' P.T. WOOD BEAM /
I� I PROVIDE PLYWD, FILLER IF REQUIRED
i TEXTURED COATING OVER EXTERIOR
SHEATHING AND 2X P.T. FRAMING
RIGID FRAME p
I/2" - 103/4 If
-i� TEXTURED COATING OVER EXTERIOR
SHEATHING AND EXISTING BUILDING
II II FRAMING
GUARD RAIL AT AREAS WHEN WALK IS 24'
II II, ABOVE ADJACENT GRADE ---------
Ii, I 4X6 P.T. WOOD COLUMN AT 10'-0" O.C.--
II I SIMPSON COLUMN ANCHORS
J_ -1.
8'-2 I/2"
2
�5
IX5 P.T. FASCIA WITH
GERARD ROOF COVERING
— - - CC9NC. SLAB, 4" WITH u5 CONT. - a
AT EACH EDGE AND 6X6-10/10- -- i
i I - w+.M.-
- __ -----" FILLED ---
C NC. BLOCK, 8 WITH
C LLS AND rt5 REBAR AT 48" O.C.-t
-- --� -COMPACTED TERMITE TREATED = -
FI ` --- -
-- - ----- C NC. FOUNDATION- _I ---
W I N STEEL RENFORC I NG I }
REF. STRUCTURAL DWGS.
CONC. FOUNDATION -- -- - - -� -
WITH STEEL RENFORC I NG
REF. STRUCTURAL DWGS.
i
--- RIGID FRAME FOUNDATION BEYOND
BUI
LD
ING
SEC"T
I CSN -
FQ u" NT
AND
QEAQ
SIMPSON
CONNECTORS TO
BE SPECIDIED AFTER TRUSSES
ARE ENGINEERED INDICATING UPLIFT
LOADS 3I41#=IO
DRAWING N0.
A2
sheet of
r
- GERARD ROOF OVER 2X2 P.T. FURRING r - PARAPET WALL - TEXTURED COATING OVER SNEATI•-LING
OVER PRE-ENGINEERED WOOD TRUSSES ON 2X WOOD FRAMING SECURED TO RIGID FRAME PURLINS
to \,
a
oh ao .
co
to
to c
CONCRETE RAMP AT
METAL GUARD AND �-IANDR'AIL
TEXTURED COATING OVER SNEATPING
ON 2X P.T. WOOD FRAMING - —
I
11
i
� I L../\ I VPG !_ VVF1I II v\7 V VL._R VVIVV. L.JLVVI�. VVI VVRL Il... ICF -V Vir I V I ILLV VVIVVI I IVIVt7
1 FQONT ELEVATION
tr co . d
cv 4--O
- SOUTP
- - GERARD ROOF OVER 2X2 P.T. FURRING
i OVER PRE-ENGINEERED WOOD TRUSSES
I
r=-, r r --- -i
L—J L__.J L. --J
CONCRETE RAMP TO FIELD CONDITIONS —J
1/8"=I"-0"
PARAPET WALL - TEXTURED COATING OVER SI-IEATWING
ON 2X WOOD FRAMING SECURED TO RIGID FRAME PURLINS
TEXTURE COATING OVER CONC. BLOCK
METAL GUARD AND HANDRAIL
CONCRETE RAMP AT 1112
2 RIGNT SIDE ELEVATION - EAST
ve.-r-o.
�- --- ROOF SLOPE 1/2112
-- TEXTURED COATING OVER S�-EATNING
ON 2X P.T. WOOD FRAMING
O
f°
4f
DRAWING N0.
A3
sheet of
U`ENEG3QL STRUCTURAL NOTES
00200 BUILDING CODES:
03200 CONCRETE REINFORCEMENT-
___ .___-_. _________-__
------------------------------
WOE SHALL BE IN ACCORD WITH AGI 301-84, ACI 315-80, ACI 318-83,
STANDARD BUILDING CODE - 1991
CRSPMANUAL OF STANDARD PRACTICE" 1980, CRSI "PLACING REINFORCING
3,-011 x �'-0" x 1'-4"
BARS" 1981, WRI "MANUAL OF STANDARD PRACTICE", I979. BARS SHALL
F_2
CONFORM TO A5TM SPECIFICATION A615(51), GRADE 60. WELDED WIRE
00500 STRUCTURAL. LOADING-
FABRIC SHALL CONFORM TO ASTM A05. WELDED BAR MATS SHALL CONFORM TO
--------------------------
ASTM A495. SEE TYPICAL DETAILS FOR SPLICE REQUIREMENTS.
THE STRUCTURE HAS BEEN DESIGNED IN ACCORD WITH THE BUILDING CODE
CONCRETE COVER REQUIRED AS FOLLOWS:
AND/OR MORE RESTRICTIVE REQUIREMENTS FOR LOADS AS GIVEN BELOUJ
CAST 46AINST AND EXPOSED TO EARTH: 3" '
UNLESS SPECIFIC AREAS OF THE DRAWIW-a SPECIFICALLY CALL FOR
FORMED, EXPOSED TO EARTH OR WEATHER
DIFFERENT LOADING CRITERIA.
ao AND LARGER: 2"
GRAVITY LOADING - UNIFORM LIVE LOAD:
45 AND SMALLER: 1-1/2"
SLAB ON GRADE: AREAS------------------ 150 P5E
LAP SPLICE LENGTHS SHALL BE AS FOLLOWS:
PATH OF EGRE55---------------------- 100 PSF
1.ALL LAP SPLICES SHALL BE TENSION CLASS "C" UNLESS
WIND LOAD PER BUILDING CODE (WIND VELOCITY 100 MPH),
OTHER LAP CONDITIONS ARE SPECIFICALLY 5HOUAN ON THE
DRAWINGS.
-
2.TENSION LAP SPLICES TABULATED ARE FOR BARS SPACED
01051 DRAWING DIMENSIONS AND COORDINATION:
LESS THAN SIX (o) INCHES APART. WHERE SPACING 15
-------------------------------------------
GREATER, REDUCED LAP LENGTH MAY BE MADE IN ACCORD
DIMENSIONAL INFORMATION, PRICING, ALL DETAILS AND CONSTRUCTION
WITH AGI -315 AND 318.
SHALL BE BASED ON THE ENTIRE SET OF CONTRACT DOCUMENTS. COORDINATE
'14 .m 40" O.0 TRANSVERSE, T'A'P.
THE REQUIREMENTS OF ALL PROFESSIONALS. USE INFORMATION FROM
APPROVED SHOP DRAWNCzS TO SUPPLEMENT CONTRACT DOCUMENTS WHERE
03300 CAST -IN-PLACE CONCRETE::
NECESSARY, REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR TO
------------------------------
PROCEEDING.
ACX–
TO BE MIXED AND PLACED IN ORDANCE WITH ACI 301-84. ALL
WHERE CRITICAL DIMENSIONS CANNOT BE DETERMINED FROM THE PLANS, OR
REINFO1P.CED CONCRETE TO HAVE 28 DAY COMPRESSIVE STRENGTHS AS
WHERE NEW WORK ADJOINS EXISTING CONSTRUCTION, OR WHERE ONE MATERIAL
FOLLOWS:
ADJOINS A PREVIOUSLY PLACED MATERIAL WITH A MORE RESTRICTIVE
ALL STRUCTURAL ELEMENTS F'C = 4000 PSI UNLESS NOTED OTHERWISE
TOLERANCE THAN THE IN-PLACE MATERIAL, CONTRACTOR SHALL TAKE FIELD
SLAB ON GRADE: = 4000 P51
MEASUREMENTS A5 REQUIRED TO COMPLETE SHOP DRAWINGS AND
FOUNDATIONS a 4000 P51
INSTALLATION. REPORT ANY DISCREPANCIES BETWEEN FIELD MEASURED
CONTINUOUS WALL FOOTINGS s 4000 P51
DIMENSIONS AND SCALED DRAWING DIMENSIONS TO ARCHITECT BEFORE
PROCEEDING WITH WORK
03000 GROUT:
02000 FOUNDATIONS:
GROUTING 15 CLASSIFIED AS "PRECISION GROUTING" FOR SUPPORT OF
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
OPERATING MACHINE BASES, EQUIPMENT SUBJECT TO THERMAL MOVEMENT, AND
THE FOLLOWING FOUNDATION SYSTEM WILL BE USED:
BASE PLATES, AND BEARING PLATES. USE NON -SHRINK GROUT FOR ALL
LOCATIONS. PRECISION GROUT SHALL CONFORM TO CRD -C&21-00 WHEN MIXED
SHALLOW STRIP AND SPREAD FOOTINGS, WITH ALLOWABLE BEARING
TO FLUID CONSISTENCY OF 22 TO 25 SECONDS (FLOW CONE METHOD,
PRESSURE OF 2500 PSR.
CRD -Coll -80). REQUIRED 78 DAY STRENGTHS SHALL BE AS /v500 PSI,
GEOTECHNICAL ENGINEER 15 RESPONSIBLE FOR SPECIFYING AND MONITORING:
MINIMUM.
ALL TESTING, INSTALLATION, EVALUATION, AND REPORTING RELATED TO THE
FOUNDATION SYSTEM, INCLUDING ALL WORKMANSHIP PROVISIONS RELATING TO
THE SOIL - STRUCTURE INTERFACE. THE STRUCTURAL ENGINEER 15
04220 CONCRETE UNIT MASONRY:
RESPONSIBLE FOR SPECIFYING THE MATERIALS USED TO CONSTRUCT THIS
FOUNDATION UNITS AND FOR THE SELECTION OF VARIOUS SIZE UNITS TO
ALL MASONRY CONSTRUCTION TO BE IN ACCORDANCE WITH "SPECIFICATION
SUPPORT THE STRUCTURAL FRAME.
FOR CONCRETE MASONRY CONSTRUCTION", ACI 531.1--10 (REV 1981) AND ALL
DO NOT PLACE ANY FOOTINGS UNTIL RECEIPT OF WRITTEN
APPLICABLE LOCAL BUILDING CODE PROVISIONS. ALL MASONRY WALLS TO BE
AUTHORIZATION BY THE GEOTECHNICAL ENGINEER THAT THE PREPARED
CONSTRUCTED ENTIRELY OF UNITS CONFORMING TO A5TM C 90, AND
SUBGRADE OR DEEP FOUNDATION SYSTEM HAS BEEN PROPERLY EXECUTED IN
REINFORCED WITH 193 GAGE LADDER TYPE HORIZONTAL MASONRY REINFORCING
ACCORD WITH THE DESIGN AND THAT ANY VARYING: CONDITIONS ENCOUNTERED
LOCATED AT lo" O.C. ALL MASONRY TO BE LAID IN TYPE "5" MORTAR (1800
DURING CONSTRUCTION HAVE BEEN EVALUATED AND CORRECTED WHERE
P51 ON THE JOB) WITH FULL HEAD AND BED JOINTS, ALL MASONRY
NECESSARY TO INSURE PROPER FOUNDATION PERFORMANCE,
CONSTRUCTION TO BE EITHER BOUND BY TIE BEAM, TIE COLUMN MEMBERS OR
TIED TO FRAME WITH Io GAUGE CONTINUOUS DOVETAIL SLOT AND 12 GAUGE
02210 STRUCTURAL. FILL:
DOVETAIL ANCHOR SPACED * lo" O.G. (TOP AND TWO VERTICAL SIDES).
-----------------------
FOUNDATIONS PLACED ON COMPACTED STRUCTURAL FILL HAVE BEEN DESIGNED
FOR A BEARING OF 2500 P5F. FILL TO BE COMPACTED TO 95% OF MAXIMUM
04230 REINFORCED UNIT MASONRY:
DENSITY A5 DETERMINED BY A5TM D-155-1. PLACE FILL IN LAYERS OF 8"
THICK MAXIMUM AND UNDER THE: DIRECT SUPERVISION OF A GEOTECHNICAL
ALL REINFORCED MASONRY CONSTRUCTION SHALL BE: IN ACCORD WITH
ENGINEER. FILL TO BE TESTED TO VERIFY COMPACTION. ALL 5UBGRADE
APPLICABLE PROVISIONS OF CONCRETE REINFO f--EMENT, CAST -IN-PLACE
SHALL BE TERMITE TREATED PER 565C 1103,
CONCRETE, AND CONCRETE MASONRY. VERTICAL REINFORCING SHALL ANCHOR
INTO SUPPORTING CONCRETE MEMBERS A CLA55 "C" LAP LENGTH PLUS 3" OR
DULL DEPTH PLUS A STANDARD ►-TOOK. LAPS WITHIN REINFORCED MASONRY
SHALL BE 48 BAR DIAMETERS. CONTRACTOR SHALL COORDINATE: PLACING OF
02200 EARTHWORK:
DOWELS TO ACCOMMODATE MODULE OF MASONRY UNITS. ALL VERTICAL CELLS
-SHALL
AND BEAMS WITH REINFORCING SHALL BE FILLED WITH COARSE GROUT
CONTRACTOR DEWATER SITE: AS NECE55ARY, 50 THAT ALL CONCRETE
CONSISTING OF 3000 PSI CONCRETE WITH $8 COARSE AGGREGATE. USE
CAN BE PLACED IN THE DRY. ALL BACKFILL SHALL BE ACCOMPLISHED USING
HIGH -SLUMP (5UPERPLASTICIZED) WHERE HEIGHT OF LIFT EXCEEDS 4'.
MATERIAL CONSISTING OF CRUSHED STONE AND/OR MATERIAL APPROVED BY
WHERE HEIGHT OF OPEN DELL EXCEEDS 4', USE HIGH -LIFT GROUTING
THE GEOTECHNICAL ENGINEER THE: BACKFILL SHALL BE COMPACTED TO 95%
TECHNIQUE WHICH REQUIRES A CLEAN-OUT OPENING AT THE BOTTOM OF ALL
OF MAXIMUM DENSITY AS DETERMINED BY ASTM D-1551. NO BACKFILL
CELLS AND PLACING THE GROUT IN MAXIMUM 4' LIFTS WITH A 30 TO 60
MATERIAL SHALL BE PLACED AGAIN5T WALLS WHICH DO NOT HAVE PERMANENT
MINUTE DELAY BETWEEN LIFTS. ALL WALL TO BE REINFORECED WITH 051932"
FLOORS AT THE TOP AND BOTTOM WITHOUT PROVISIONS FOR ADEQUATE
O.C. VERTICAL UNLESS NOTED OTHERWISE.
TEMPORARY BRACING OF THOSE WALLS. PROVIDE ADEQUATE EXCAVATION
BRACING IN ACCORD WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS TO
MAINTAIN EXISTING FOOTINGS, UTILITIESr AND OTHER IMPROVEMENTS IN A
SAFE CONDITION.
03100 FOR`1WOSX-
________________
CONTRACTOR SHALL DESIGN AND ERECT FORT-TWORK IN STRICT OMf=LIANCE
WITH ACI 341. CONTRACTOR SHALL COORDINATE ALL OPENINGS AS REQUIRED
FOR OTHER TRADES. OPENINGS WHERE SHOWN ON THE STRUCTURAL DRAWINGS
ARE TO IDENTIFY DESIGN INTENT ONLY. THE SPECIFIC DIMENSIONS AND
LOCATIONS SHALL BE FURNISHED OR CONFIRMED BY THE TRADE REQUIF?ING
THE OPENING. PROVIDE CHAMFERS AT ALL CORNERS IN CONCRETE MEMBERS
EXPOSED TO VIEW. FORMWORK TO REMAIN IN PLACE UNTIL CONCRETE HAS
ATTAINED ENOUGH STRENGTH TO SUPPORT ALL DEAD LOADS.
FOOTING 5Gk4EDULEE
Oxo P.T. WD. COL.0 10'-0" O.C.—
.0—EXISTING
FLAN MAFRK
FOOTING SIZE
fRE INFOIRGEM NT
P-1
3,-011 x �'-0" x 1'-4"
4"'04 EA. WAY
F_2
4'-8" x 4'--5" x 1'-4"
!�-05 EA. WAY
F-3
x x 1'-4"
i-05 EA. WAY
FOOTMU"" S%`,,,qH--'EDULE
SCALE: 3/4" z 1'-0„
■
PLASTIC CONTROL
PROVIDE CONTROL JOINTS AT ALL COLUMNS
AND OR 20-0" c/c. USE PREMOLDED SNP5
CONSTRUCTION JOINT MAY REPLACE CONTROL JOINT.
SAW GUT JOINT MAY BE USED IN LIEU OF
SUED STRIP.
PLA5TIC CONTROL
JT. FORMER
TONGUE 4 GR
METAL FOW
NO WIF
THRU JO
o MIL VAPOR BARRIER
CONSTRUCTION JOINT TO LIMIT PLACEMENT AREA
TO 1000 5F- OXCE581YE SLAB PLACEMENT5 TO BE
IN LANE PATTERN. ALLOW 2 DAYS MIN.
BETWEEN PLACEMENTS OF ALTERNATE SECTIONS.
CONTROL JOINT DETAIL CONSTRUCTION JOINT DETAIL
LuuE OF S:D)LAB
valw'Gim r.m.m.-ma
SCALE. 3j4" c 1'-0"��
CORNER BARS, TYP. -
WALK"WAY DETAL
SCALE: 3/4" - 1'-0"
4-% VERT.
DO+.VELD TO
FOOTING
PON EG,i D E T A C L
SCALE: 3/4" a 1'-0,•
1'- 4„
j
4" CONC. SLAB wl oxoxWI,4xWIA WILF
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{ o MIL VAPOR BARRIER
,
S" MIN. 8" 2, $ 5 CONTINUOUS
RUN CONT. THRU ISOLATION
JOINT a EXTERIOR COLUMNS,
TYP,
SCALE: 3/4" = 1'-0"
CONCRETE
MA60NAR'
PER PLAN
SEE PLAN 4
SCHEDULE
FOR FOOTING
METAL BUILDING
COLUMN t
ANCHOR BOLTS
BY OTHERS, TYP.
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DOWELD TO X X
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SCALE. 3/4" = 1'-0"
Oxo P.T. WD. COL.0 10'-0" O.C.—
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EXISTINGBLDG.
SIMPSON COL. ANCHORS
0410 2'-0" OZ., TYP.
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WALK"WAY DETAL
SCALE: 3/4" - 1'-0"
4-% VERT.
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FOOTING
PON EG,i D E T A C L
SCALE: 3/4" a 1'-0,•
1'- 4„
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4" CONC. SLAB wl oxoxWI,4xWIA WILF
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no
{ o MIL VAPOR BARRIER
,
S" MIN. 8" 2, $ 5 CONTINUOUS
RUN CONT. THRU ISOLATION
JOINT a EXTERIOR COLUMNS,
TYP,
SCALE: 3/4" = 1'-0"
CONCRETE
MA60NAR'
PER PLAN
SEE PLAN 4
SCHEDULE
FOR FOOTING
METAL BUILDING
COLUMN t
ANCHOR BOLTS
BY OTHERS, TYP.
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CLASSROOM
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NOTES TO'DRA"VVINGS
1. FIRE RATED PARTITION,, I HR..TO UNDERSIDE OF
ROOF BECK, REF. 2 fik 3/A3
14
.,: NEW NON-�RATf [?' PARTITION TO UNDERSIDE OF
G ILWIS.
3. EX.ISTINQ 2X4 COLUMNS .:AND FOUNDATIONS RE—
1 / J LOCATED PIER PLAN
4. NEW.'.2X4,, COLUMN AND is )OQNDATI.O.N Tp MATCH
EX I 8T I NG COLUMNS AND FOUNDATIONS
51 E X I O I NC 2X 1 COLUMN. AND FOUNDATION
6-., EX X ST I N.G" NEIN--RATED PART I T WN'
f E X I ST I NCS Et -EC. PAJNtE L , 20Q, AMP 1 PHASE
a,. NEW . wFll'ek C:Lc)sE,r
9, NEWDRINKING FOUNTAIN
10. NEW ELEc`rft I CAL OUTLET
0.1 r �-a-
�
GENERAL NOTES
r
O y. a.
1. C.ON'FRAC?f R T(} NETALI~ .' t~LFCTR I. Af* PQWER
QUTC.E S ' AtVD REc I Rl U I T ?O EX I E7 I NG PANEW5 ' .
Out_ WITH AN E AF2E EXISTING, ALL
C�TFtEt� QUTC.ETS,, ARE r;tVE,W . _
.: ALL t t*UMB I NQ' F 'XTEIREB, ARE X I T INC UNLESS
S' ' CONT` cT 14 '3 C! VERI F if I,J;X Tk t oWNFR AS � TO WHICH
PARTITIONS T.C1 BE I NTA.4LED ,4lI TH SE?UND ATTEIV-
4 REF A' ; BNEEfi A3 FQR , DOgR~ ECN1. FDUt�� . -
;. A�.L E`X I ST I NG I RE . ALARM $'FAT.'I QNa TO HE>` LOCATED
I P! TME F I RE'l RATED GORR I 0(7R ,
ASL NEW F='INISHEQ, TO. Bt*' SEl,.ETEIa"13Y 9UILDINO_
I Q OWNER PR,I DR" � QFt,t?�FI I,t�1G .
7. CONTRACr.OR TCl FIEL:Q VERIFY,?If'IENSICINB; IF
,THERE '15
A DI;SG.REPANCY,QNTACT THE ARCHITEGt`
BEFORE F'RQ,EED I �t8 W I'r 1-i CQ�TRUC? I QN
N.
8; ' ALL:WQRt� TO EE ,PEFFORMED>IN (QCO�tFtANCE WITH
ALt,. RECIU I;REp CrOQES- E1N�1 -ORD I fVAlVt�ES . ,
CONTRACT dR `'rQ PRQ�! I DC; Lk: Rt»at I.REU ElLQCK'I NG
I N 'WA.L�31ND CE I L,'I NG .FOR 'SUPPORT OF ALL'
EQUIPMENT, COORDINATE WITH OWNER.
BUILDING NO. 300 -
Ai
AVE�tAGE DA1�.Y ATTENDANCE IS 200 STUDENTS (MAX.}.
1.
EXIST'G
BASE CABINET WITH STAINLESS STEEL
DOUBLE COMPARTMENT SINK TO8E`REMOVED
2.
RECEPTION WINDOW WITH SHELF/COUNTER TO BE
REMOVED
�.
EXlT
�'G
PLUMBING FIXTURE TO. BE REMOVED
4.
EXlST'G
WINDOW TO BE -REMOVED -
E REMOVEQ5.
5.
EXfS7r'\3
PARTITION TO BE REMOVED
6.
EXI�r-'G
DOOR, FRAME & HARDWARE TO BE REMOVED
7^
EX1ST'G
2X4 COLUMN WlTH FOUNnATION BELOW
TQ BE RELOCATED, REF. SHEET A2
B.
EX15T'G
?X4 COLUMN TO REMAIN
9.
EXIST'8
ELECTRICAL PANEL,00 AMP l PHASE
TO REMAIN
10.
EXl9T'G
10 GAL~ WATER HEATER TO REMAIN
11.
EXIST'G
MOP SINK TO REMAIN
12.
EX>ST'G
PLUMBING FIXTURE TO REMAIN
13.
EX{ST'G
PARTITION TO REMAIN
i'GENEPAL INOTES
'
ALL WORK TO BE DONE IN ACCORDANCE WITH ALL
NATIONAL, STATE AND LOCAL CO S°
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD
DIMENSIONS AND CONDITIONS AND SHALL NOTIFY
.:ARCHITEQT OF ANY DISCREPANCIES BEFORE
PROCEEDING.
CONTRACTOR TO REMOVE Dp8eJS FROM THE PREMISES'
AT THE END OF EACH WORK DAY.
CONTRACTOR TO STACK IN AN ORDERLY FASHION ALL
POSSIBLE DEMQLlTlON MATERIALS, SUCH AS DOORS,
FrRAMEG, LlGHTFIXTURE8, WINDOWS, SHELVING ETC.
FOR OWNER REVIEW AND POSSIBLE REUGF`PRlOR TO
REMOVING ITEMS, PROM THE PROJECT BlT�'
ALL DEMOLITION ITEMS ARE INDICATED BY DASHED
L-lNES`��ALL OTHER ITEMS ARE TO REMAIN UNLESS
NOTED OTHERWISE.
SANFORD FIRE DEPARTMENT
1303 FRENCH AVENUE
;SANFORD,
-
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�
200^�
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LEGAL DESCRIPT10jf
BUILDING K U PLAIN
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EXISTING 2X4 COLUMNS AND FOUNDATIONS RE-
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0
EXISTING QOIUMNS'AND FOUNDATIONS
51
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6.
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EXISTING ELEC. PANEL, 204 AMP 1 PHASE
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CEILING
3.
EXISTING 2X4 COLUMNS AND FOUNDATIONS RE-
/)
LOCATED PER PLAN
`•..� 4.
NEW 2X4 COLUMN AND FOUNDATION TO MATCH
EXISTING QOIUMNS'AND FOUNDATIONS
51
EXISTING'2X4 COLUMN AND FOUNDATION
6.
EXISTING' NON -RATED PARTITION
7.
EXISTING ELEC. PANEL, 204 AMP 1 PHASE
H.
NEW WATER CLOSET
9.
NEW DRINKING FOUNTAIN
10.
NEW ELECTRICAL OUTLET
'r
GENERAL NOTESr
1.
CONTRACTOR TO INSTALL ELECTRICAL POWER
OUTLETS AND RECIRCUIT.TO EXISTING PANELS.
OUTLETS WITH AN 'E' ARE EXISTING, ALL
OTHER OUTLETS ARE NEW.
2.
ALL PLUMS'ING FIXTURES ARE EXISTING UNLESS
NOTED OTHERWISE.
3.
CONTRACTOR TO VERIFY WITH OWNER AS TO WHICH
PARTITIONS TO BE INSTALLED WITH SOUND ATTEN-
UATION BATTS.
4.
REF. SHEET A3 FOR DOOR SCHEDULE.
5.
ALL EXIStING FIRE ALARM STATIONS TO BE LOCATED
IN THE 1 HR. f=IRE RATED CORR I DOR .
6.
ALL NEW FINISHES'TO'BE SELECTED BY BUILDING
10
OWNER PRIOR TQ ORDERING.
7.
CONTRACT.QR TO FIELD VERIFY;DIMENSIONS, IF
THERE IS A DISCREPANCY, CONTACT TME ARCHITECT
BEFORE PROCEEDING WITH CONSTRUCTION.
B.
ALL WORK TO BE PERFORMED IN ACCORDANCE WITH
ALL REQUIRED CODES AND ORDINANCES.
9.
CONTRACTOR TQ PROVIDE ALL REQUIRED BLOCKING
IN WALLS AND CEILINGS FOR SUPPORT OF ALL
EQUIPMENT, COORDINATE WITH OWNER.
'r
L • _
f
0.
rl
TYPE
RIM JOI;
L3'X7X3/16'X0-80
W/ (4) 3/16 X 3' LAG SCREWS
TIE DOWN STRAP WRAPPED
AROUND ANGLE WITH
(2) LAG SC32EM ON EACH SIDE INTO .
16WAL.L INTERIOR FINISH
5/8' TYPE 'X" GYPSUM BOARD
(SITE INSTALLED)
COLUMN��
SECTION A -A
8X8X16CMU
INSTALL. INTERIOR FINISH
5/8' TYPE 'X' GYPSIAA BOARD
(SITE INSTALLED)
2X4SPF #2
TYPE 2 COLUMN
L3X2X3/16'X0'-8'
A RIM JOIST
A MARRIAGE'. LINE--/
TIE DOWN STRAP
3 INTERIOR COLUMN PIER TIE DOWN AT MARRIAG"
L3'X7X3/16'X0-&
W/ (4) 5/16'X 3' LAG SCREWS
TIE DOWN STRAP WRAPPED
AROUND ANGLE WITH
(2) LAG SCREWS ON EACH SIDE INTO JOIST
20'
SECTION A -'A
FLOOR JOIST A
8X8X16CMJ
A
• • '' r . ,. +rte _` • •:� •
INTERIOR COLUMN PIER TIE DOVV,______
PLAN VIEW
W
J
DRAWN
1
CNA
CHECKED
DATE
12-30-93
SCALE
NTS
JOB NO.
93073
SHEET
AlL Aft
OF
SHEETS
0.
J
El
a
nr R41
0
El
a]
E!
5
R-210,
2
al
2
1470,
031,
All
Fk*,75
I Q,6q I
7
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no I
2
ffk�*75
M1
F&AI
I Q01
FiM.-A
IMP
001
2=0031
a
10011
SYMBOL LEGEND
2X4 FLUORESCENT LIGHT FIXTURE,
4 TUBE, RECESSED
9M.
EMERGENCY LIGHT WITH BATTERY P
WALL MOUNT
EXIT LIGHT, CEILING MOUNT
TOGGLE WALL SWITCH
A/CRETURN AIR DIFFUSER, FLOOR
MOUNT
A/C SUPPLY AIR DIFFUSER
EXHAUST FAN
NOTES TO DRAWING
11 NEW SUSPENDED 2X4 METAL CEILING GRID
WITH 2x4,:.A ' QQUSTICAL CEILING TILE
2. PROVIDE NEW RETURN AIR GRILLE IN PARTITION
T0,MATCH,5XISTING
3. CEILING H15tbHT" ', 'FOR SUSPENDED CEILING TO BE
4. EXIST . I r4d: RETUf 'N AIR GRILLE IN FLOOR
5. QE I L IN 6. HEIGHT FOR GYP. all). CEILINGS TC BE
6 NEW I -HR., RATED CORRIPOR-CEILING. TO MATCH
EXISTING-i�2 LAYERS 5/6." TYPE 'X' GYP. ED,
SECURED, TO WOOD. TRUSSES ON N CORRIDOR S.IDE OF
I HR. RATED`PARTITIONS
-IHR. CEILING
FACTORY MUTUAL
RESEARCH CORP.
DESIGN #FC9-1HR.
2 LAYERS 5/8" FIRE -SHIELD
WALLBOARD
1 H PARTITION
UL DESIGN #U465
1 HR. CORRIDOR NON -RATED CLASSROOM
4&
SECTION AT 1HR. RATED CORRIDOR
GENERAL NOTES .
I.- CONTRACTOR TO RELOCATE 5xisTINQ LIGHT FIXTURES
AS INDICATED ON' THIS PLAN. LIGHTS' ARE TO BE
RECIRCQITED TO EXISTING ELECTRICAL PANELS AS
REQUIRED.
2., A/C SYSTEM 15 EXISTING, RELOCATE DIFFUSERS PER
PLAN IF REQUIRED.
3: REL -AMP EXISTING LIGHT FIXTURES..
4. CONTRACTOR TO VERIFY THAT ALL ELECTRICAL POWER,
LI'UHTINQ, PLUMBING AND A/C SYSTEMS ARE IN GOOD
WORKING ORDER. REPAIR AS REQUIRED.,REB%ANCE
A/C SYSTEM.
5. VERIFY EXISTING EXHAUST FANS IN TOILETS TO HAVE
A MINIMUM OF 2 CFM/SQUARE FOOT.
DOUBLE LAYER (WOOD FRAMING)
1 hr. FM FC9-1 hr. FC -5406 Base layer %1 Fire -Shield Wallboard attached
(FC -172) RC -2601 with screws 24" O.C. to wood joists or. trusses
24' o.c. Second layer 5/s* Fire -Shield Wallboard
PIIPIIIWPP* or %1 FS. Soffit Board attached with screws.
12" o.c. '/;t 4 plywood floor. Calling provides one
hour fire resistance protection for wood framing.
surface, Burning Characteristics Gypsum Board Insulating Properties
(Fire Hazard Clall31ficatign) Tested In accordance with ASTM E84 For purposes of calculating "U" values, the "C" factor for 1
Ou sain In. gypsum board is 1.2; Resistance "R" for %" board is
W'ZI Coa, d Sheathing Gypsum
All Standard Patterns .32; for 1/2" board 45; for %" board .56 and for 1" board .83.
Flame Spread Index 15 20 25 or less
Smoke Developed 0 0 50 or less
N
-.0mr-ft-
DRAWN
CNA
ry
0.
J
El
a
nr R41
0
El
a]
E!
5
R-210,
2
al
2
1470,
031,
All
Fk*,75
I Q,6q I
7
Mk
no I
2
ffk�*75
M1
F&AI
I Q01
FiM.-A
IMP
001
2=0031
a
10011
SYMBOL LEGEND
2X4 FLUORESCENT LIGHT FIXTURE,
4 TUBE, RECESSED
9M.
EMERGENCY LIGHT WITH BATTERY P
WALL MOUNT
EXIT LIGHT, CEILING MOUNT
TOGGLE WALL SWITCH
A/CRETURN AIR DIFFUSER, FLOOR
MOUNT
A/C SUPPLY AIR DIFFUSER
EXHAUST FAN
NOTES TO DRAWING
11 NEW SUSPENDED 2X4 METAL CEILING GRID
WITH 2x4,:.A ' QQUSTICAL CEILING TILE
2. PROVIDE NEW RETURN AIR GRILLE IN PARTITION
T0,MATCH,5XISTING
3. CEILING H15tbHT" ', 'FOR SUSPENDED CEILING TO BE
4. EXIST . I r4d: RETUf 'N AIR GRILLE IN FLOOR
5. QE I L IN 6. HEIGHT FOR GYP. all). CEILINGS TC BE
6 NEW I -HR., RATED CORRIPOR-CEILING. TO MATCH
EXISTING-i�2 LAYERS 5/6." TYPE 'X' GYP. ED,
SECURED, TO WOOD. TRUSSES ON N CORRIDOR S.IDE OF
I HR. RATED`PARTITIONS
-IHR. CEILING
FACTORY MUTUAL
RESEARCH CORP.
DESIGN #FC9-1HR.
2 LAYERS 5/8" FIRE -SHIELD
WALLBOARD
1 H PARTITION
UL DESIGN #U465
1 HR. CORRIDOR NON -RATED CLASSROOM
4&
SECTION AT 1HR. RATED CORRIDOR
GENERAL NOTES .
I.- CONTRACTOR TO RELOCATE 5xisTINQ LIGHT FIXTURES
AS INDICATED ON' THIS PLAN. LIGHTS' ARE TO BE
RECIRCQITED TO EXISTING ELECTRICAL PANELS AS
REQUIRED.
2., A/C SYSTEM 15 EXISTING, RELOCATE DIFFUSERS PER
PLAN IF REQUIRED.
3: REL -AMP EXISTING LIGHT FIXTURES..
4. CONTRACTOR TO VERIFY THAT ALL ELECTRICAL POWER,
LI'UHTINQ, PLUMBING AND A/C SYSTEMS ARE IN GOOD
WORKING ORDER. REPAIR AS REQUIRED.,REB%ANCE
A/C SYSTEM.
5. VERIFY EXISTING EXHAUST FANS IN TOILETS TO HAVE
A MINIMUM OF 2 CFM/SQUARE FOOT.
DOUBLE LAYER (WOOD FRAMING)
1 hr. FM FC9-1 hr. FC -5406 Base layer %1 Fire -Shield Wallboard attached
(FC -172) RC -2601 with screws 24" O.C. to wood joists or. trusses
24' o.c. Second layer 5/s* Fire -Shield Wallboard
PIIPIIIWPP* or %1 FS. Soffit Board attached with screws.
12" o.c. '/;t 4 plywood floor. Calling provides one
hour fire resistance protection for wood framing.
surface, Burning Characteristics Gypsum Board Insulating Properties
(Fire Hazard Clall31ficatign) Tested In accordance with ASTM E84 For purposes of calculating "U" values, the "C" factor for 1
Ou sain In. gypsum board is 1.2; Resistance "R" for %" board is
W'ZI Coa, d Sheathing Gypsum
All Standard Patterns .32; for 1/2" board 45; for %" board .56 and for 1" board .83.
Flame Spread Index 15 20 25 or less
Smoke Developed 0 0 50 or less
N
-.0mr-ft-
DRAWN
CNA
2 i HR.
0
ISING PARTITION
imra
NOTES TO. DRAWINGS
1. 9CI9TINlG,ST(2=QRAL $T ,. ROCr FRAMING
2 $lAP l
.D ACP= IC L CelUN 0 GRID AND TILES. BUILDING STANDARD
. GYF'SI 1A pOA R_5 TYPE.'.C'► ON 3 5/8' QALV. 5>iSE.. STUDS AT 24' O.C.
4. F.OM AND CeILINORUNNeRS,25 MSG (MINI.3 5/8' WIDE
A►TTAC - . TO FLOOR AM CEtl.IN43 AT 24' O.C.
5. GYPSUM BOARD, 5/8`
b. BATT: ltV ULATIOR R-19
7. SOUND ATTENUATION BATTS, OPTIONAL
DESIGN ttl
IHR. PARTITION,,
To
1. FLOOR AND CEILINGR. (NOT.SNOV" 25 MSG (MIN GALV STM» I K "OR RETURN LEGS 3-5/8 IN
WIDE (hWjl ATTACI.1ED TO FLOOR AND .ce LIN.G WITH FASTENERS 24 IN, O.C.
Z STEL.S 3-i5_ /8 IM WIDE (MIM, 1-5/16 IN,_LEOS, 3/8 IN. RETURN, OF 25 MSG (MIND GALV
STEM M XSTUD 6PAC NG 24 IN. O.O.
3. BATTS 1;:t�VMTS,(OPTIONAU MINIMAL WQOt. OR G(.ASS Few SATI'S PARTIALLY'OR comn rmy
MLLIfaITY.
4, WALLBOARD., GYPSUM 5/8. IN TWCK -4 F -r. WIM ATTAR TO SML STUDS AM FLOOR AND , gEILING
TRACE WIN 1 IN LQMG TYPE, S SES -TAPPING STEEL SCREWS SPACED 8 IN. O.a ALONG EDGER Ot- BOARD
AND 12 IN. Q.C. IN TIS FIELD OF TW BOARD. JOINTS ORIENTED VERTICALLY AND STAGS ON OPPOSITE
SIDES OP THE ASSEMMY.
9ANAPIAN GYPSUM CO. LTD. - TYPES C. SOX. %4K WRX
4S. GYPSUM CO. - TYPES C, FOV., IPXZ SOX. SI -IC. %K WRC OR WRX
5. JOINT TAPE AND COMPOtm VINYL. DRY OR PREMIXED JOINT cOMlPOUN1. APPLIED IN TWO COATS TO
JOINTS AM SCOW LADS. PAPER TAPS. 2 IN. WIM IN PIRST LAYER OF COMPOUND OVER ALL R»A A'
JOINT'S.,
4 AN ALTERNATE.
NOMINAL 3/32 IN, TRICK GYPSUM PLASTER MAY BE APPLIED TO 71-e GN.`
ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFOROED CHECKIED
oBEA12NG TW UL, CLASSIFIOATION MARKING �DATS
. SCALE' ,
i
pi , II
F
R N V
A
+
♦ P 8 . r
.'
.
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�-. .�
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I Will
�mmmm��o
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o�
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oo���v
0
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-
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�BEEN
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_
D
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wearnn�w�ww�n
2 i HR.
0
ISING PARTITION
imra
NOTES TO. DRAWINGS
1. 9CI9TINlG,ST(2=QRAL $T ,. ROCr FRAMING
2 $lAP l
.D ACP= IC L CelUN 0 GRID AND TILES. BUILDING STANDARD
. GYF'SI 1A pOA R_5 TYPE.'.C'► ON 3 5/8' QALV. 5>iSE.. STUDS AT 24' O.C.
4. F.OM AND CeILINORUNNeRS,25 MSG (MINI.3 5/8' WIDE
A►TTAC - . TO FLOOR AM CEtl.IN43 AT 24' O.C.
5. GYPSUM BOARD, 5/8`
b. BATT: ltV ULATIOR R-19
7. SOUND ATTENUATION BATTS, OPTIONAL
DESIGN ttl
IHR. PARTITION,,
To
1. FLOOR AND CEILINGR. (NOT.SNOV" 25 MSG (MIN GALV STM» I K "OR RETURN LEGS 3-5/8 IN
WIDE (hWjl ATTACI.1ED TO FLOOR AND .ce LIN.G WITH FASTENERS 24 IN, O.C.
Z STEL.S 3-i5_ /8 IM WIDE (MIM, 1-5/16 IN,_LEOS, 3/8 IN. RETURN, OF 25 MSG (MIND GALV
STEM M XSTUD 6PAC NG 24 IN. O.O.
3. BATTS 1;:t�VMTS,(OPTIONAU MINIMAL WQOt. OR G(.ASS Few SATI'S PARTIALLY'OR comn rmy
MLLIfaITY.
4, WALLBOARD., GYPSUM 5/8. IN TWCK -4 F -r. WIM ATTAR TO SML STUDS AM FLOOR AND , gEILING
TRACE WIN 1 IN LQMG TYPE, S SES -TAPPING STEEL SCREWS SPACED 8 IN. O.a ALONG EDGER Ot- BOARD
AND 12 IN. Q.C. IN TIS FIELD OF TW BOARD. JOINTS ORIENTED VERTICALLY AND STAGS ON OPPOSITE
SIDES OP THE ASSEMMY.
9ANAPIAN GYPSUM CO. LTD. - TYPES C. SOX. %4K WRX
4S. GYPSUM CO. - TYPES C, FOV., IPXZ SOX. SI -IC. %K WRC OR WRX
5. JOINT TAPE AND COMPOtm VINYL. DRY OR PREMIXED JOINT cOMlPOUN1. APPLIED IN TWO COATS TO
JOINTS AM SCOW LADS. PAPER TAPS. 2 IN. WIM IN PIRST LAYER OF COMPOUND OVER ALL R»A A'
JOINT'S.,
4 AN ALTERNATE.
NOMINAL 3/32 IN, TRICK GYPSUM PLASTER MAY BE APPLIED TO 71-e GN.`
ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFOROED CHECKIED
oBEA12NG TW UL, CLASSIFIOATION MARKING �DATS
. SCALE' ,
i
pi , II
F
R N V
A
+
♦ P 8 . r
.'
.
Alif.
al
..i s + per„ • ..
Z,
��,
ME
Al
�....
� ;fr .. �*�-,irY: .. �� •. .mei �` .'.• p,► ^ + = ♦ »' �.
• .r r r
` IY 1M"'++" �' " • i"
�-. .�
. sr IIP." i•®"
I Will
2 i HR.
0
ISING PARTITION
imra
NOTES TO. DRAWINGS
1. 9CI9TINlG,ST(2=QRAL $T ,. ROCr FRAMING
2 $lAP l
.D ACP= IC L CelUN 0 GRID AND TILES. BUILDING STANDARD
. GYF'SI 1A pOA R_5 TYPE.'.C'► ON 3 5/8' QALV. 5>iSE.. STUDS AT 24' O.C.
4. F.OM AND CeILINORUNNeRS,25 MSG (MINI.3 5/8' WIDE
A►TTAC - . TO FLOOR AM CEtl.IN43 AT 24' O.C.
5. GYPSUM BOARD, 5/8`
b. BATT: ltV ULATIOR R-19
7. SOUND ATTENUATION BATTS, OPTIONAL
DESIGN ttl
IHR. PARTITION,,
To
1. FLOOR AND CEILINGR. (NOT.SNOV" 25 MSG (MIN GALV STM» I K "OR RETURN LEGS 3-5/8 IN
WIDE (hWjl ATTACI.1ED TO FLOOR AND .ce LIN.G WITH FASTENERS 24 IN, O.C.
Z STEL.S 3-i5_ /8 IM WIDE (MIM, 1-5/16 IN,_LEOS, 3/8 IN. RETURN, OF 25 MSG (MIND GALV
STEM M XSTUD 6PAC NG 24 IN. O.O.
3. BATTS 1;:t�VMTS,(OPTIONAU MINIMAL WQOt. OR G(.ASS Few SATI'S PARTIALLY'OR comn rmy
MLLIfaITY.
4, WALLBOARD., GYPSUM 5/8. IN TWCK -4 F -r. WIM ATTAR TO SML STUDS AM FLOOR AND , gEILING
TRACE WIN 1 IN LQMG TYPE, S SES -TAPPING STEEL SCREWS SPACED 8 IN. O.a ALONG EDGER Ot- BOARD
AND 12 IN. Q.C. IN TIS FIELD OF TW BOARD. JOINTS ORIENTED VERTICALLY AND STAGS ON OPPOSITE
SIDES OP THE ASSEMMY.
9ANAPIAN GYPSUM CO. LTD. - TYPES C. SOX. %4K WRX
4S. GYPSUM CO. - TYPES C, FOV., IPXZ SOX. SI -IC. %K WRC OR WRX
5. JOINT TAPE AND COMPOtm VINYL. DRY OR PREMIXED JOINT cOMlPOUN1. APPLIED IN TWO COATS TO
JOINTS AM SCOW LADS. PAPER TAPS. 2 IN. WIM IN PIRST LAYER OF COMPOUND OVER ALL R»A A'
JOINT'S.,
4 AN ALTERNATE.
NOMINAL 3/32 IN, TRICK GYPSUM PLASTER MAY BE APPLIED TO 71-e GN.`
ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFOROED CHECKIED
oBEA12NG TW UL, CLASSIFIOATION MARKING �DATS
. SCALE' ,
i