HomeMy WebLinkAbout3767 Orlando Dr EXTERIOR RENOVATIONSYM50L LEGEND KEYED NOTES
OI EXISTING ASPHALT DRIVE
xx O2 EXISTING LANDSCAPE AREA
BUILDING SECTION 000 DOOR NUMBER
O
SYMBOL SYMBOL EXISTING H.G. PARKING STALL
O4 EXISTING H.C. SIGN
x 000 ROOM NUMBER ' O EXISTING H.C. LOADING AREA
SYMBOL
xx O EXISTING STANDARD PARKING AREA
WALL SECTION O WINDOW
O EXISTING CONCRETE CURB
SYMBOL SYMBOL
OEXISTING STOREFRONT DOOR SYSTEM TO BE REMOVED
x Oxx X EXISTING OVERHEAD DOOR SYSTEM
DETAIL REVISION 10 EXISTING MONUMENTAL SIGN
SYMBOL 11 NEW LED OUTDOOR WALL SCONCE - TO BE SELECTED BY OWNER-
CONNECT
WNERCONNECT TO SPARE CIRCUIT IN EXISTING ELECTRICAL PANEL.
x MOUNT FIXTURE AT 110" AFF. TO CENTER OF THE FIXTURE TYPICALLY
xx 12 PATCH AND REPAIR EXISTING WALL AS REQUIRED TO RECEIVE
DETAIL
SYMBOL NEW PAINT AND TO LOOK LIKE NEW
(311RESEAL ASPHALT THI5 LOCATION. RE -STRIPE AND INSTALL
C3
WALL TYPES DIRECTIONAL ARROWS AS SHOWN.
n 0--011ELEVATION MARK 14 NEW THIN SET BRICK VENEER OVER EXISTING EXTERIOR WALL
TOP of SLAB SYSTEM_ SEE EXTERIOR ELEVATIONS ON SHEET Al.
2 15 EXISTING ELECTRICAL PANEL
NEW 3'-0"x 6'-8" HOLLOW METAL DOOR, FRAME AND HARDWARE INTERIOR ELEVATION KEY PLAN 16
x/A MARK SECTION 5YM50L EXrMOR MR:*
STOM #1091 FRAME: 3068 ME SERIES WELDED HM BY REPUBLIC DR 4 FRAMES
KEYED DRAWING DOOR: 3068 DM SERIES HM DOOR BY REPUBLIC DOOR 4 FRAMES
NOTES
OFFICE LOCKSET: 3610 WITHNELL 26D LEVER
CLOSER: 5100 AL BY HAGER
3767 S.
ORLANDO D
HINGES: I �" FIR
EBBI100 4 "x4 )�" 26D NRF BY HAGER
KICK PLATE: 190 5 18"x34" 32D BY HAGER
i �i.� =43 THRESHOLD: 412SA 36" BY HAGER
�U
ILD INCA GODS INFORM,41' I ON
WHEATHER5TRIP: 8915AV 36"x80" BY HAGER
APPLICABLE CODES t STANDARDS: DOOR SWEEP: 8015AB 36"
THE FLORIDA BUILDING CODE, 2014 EDITION
17 NO WORK IN THIS AREA
• BUILDING EXISTING BUILDING
18 W OVERHEAD DOOR SYSTEM t0 BE SELECTED BY OWNER
• ELECTRICAL
PROVIDE ALL HARDWARE FOR A COMPLETE ASSEMBLY.
• UI19
PORTION OF EXISTING WALL TO BE REMOVED AS REQUIRED FOR
2014 FLORIDA ACCESSIBILITY GODS FOR BUILDING CONSTRUCTION NEW DOOR ASSEMBLY.
20
FLORIDA FIRE PREVENTION CODE 5TH EDITION INFILL EXISTING OPENING AS REQUIRED TO MEET ADJACENT NFPA 101 LIFE SAFETY CODE FLORIDA EDITION SURFACES. FINISH WITH LIKE MATERIALS.1
NATIONAL ELECTRICAL CODE 2011 EDITION 21 NEW 6" DIAMETER PVC EXHAUST DUCT. TERMINATE 6" AFF. IN PIT
2010 ADA STANDARDS FOR ACCESSIBLE DESIGN SIDE WALL WITH EXHAUST GRILLE.
OCCUPANCY CLASSIFICATION: (EXISTM) 22 NEW 3" DIAMETER PVC OIL LINE. USE 6" OD. SWEEP5 AT TURNS
TYPICALLY, GUT AND PATCH EXISTING SLAB AS REQUIRED. RUN
FBG - BUILDING, CHAPTER 3 LINE 6" BELOW SLAB AND CONNECT TO EX15TING SUPPLY OIL LINE
SECTION 304: BUSINE55 OCCUPANCY - GROUP B (UNSPRINKLERED) OR TANK COORDINATE WITH OWNER SEE DETAILS A/A2.
CLASSIFICATION OF WORK 23 NEW 3" DIAMETER PvC WASTE OIL LINE. USE 6" OD. SWEEPS AT
TURNS TYPICALLY. CUT AND PATCH EXISTING SLAB AS REQUIRED.
FERC - EXISTING BUILDING SECTION 403 RUN LINE 6" BELOW SLAB AND CONNECT TO EXISTING WASTE OIL
ALTERATION LEVEL 2 LINE OR TANK COORDINATE WITH OWNER SEE DETAILS A/A2.
" 13 24 NEW 6" DIAMETER PvC EXHAUST DUCT TRANSITION VERTICALLY TO
12" ABOVE FINISH FLOOR AND ROUTE 70 NEAREST EXHAUST FAN.
G 1ZAL NOTES 25 NEW DUPLEX ELECTRICAL OUTLETS. MOUNT IN OWNER PROVIDED
MILLWORK CONNECT TO SPAR= CIRCUIT IN EXISTING ELECTRICAL
PANEL.
26 NEW OWNER PROVIDED MILLWORK COORDINATE POWER / DATA
I. ALL WORK SHALL GONFOR l TO THE LATEST ADOPTED EDITION OF THE "FLORIDA OUTLET REQUIREMENTS / LOCATION.
BUILDING CODE," "NATIONAL ELECTRICAL CODE," AND ALL OTHER APPLICABLE LOCAL,
STATE, AND FEDERAL CODES AND ORDINANCES AND ALL AUTHORITIES HAVING LOCAL2l EXISTING CAR LIFT TO BE REMOVED IN ITS ENTIRETY. PATCH
JURISDICTION.
FLOOR SURFACE AS REQUIRED TO MEET FIN15H WITH ADJACENT
SURFACE.
2. THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE
CURRENT EDITION OF THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" TAKE 5
AIA DOCUMENT A201.
OIL G-IANC3E
3. THE CONTRACTOR SHALL, UPON DISCOVERY, GIVE WRITTEN NOTICE TO THE ARCHITECT OF oo
ANY MATERIALS, EQUIPMENT, OR DESIGN FEATURES WHICH HE BELIEVES TO BE
INADEQUATE OR UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, OR RULES AND 2 1
REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION OVER THE WORK, AND OF ANY INDEX V� DRAWINGS
ITEMS OR WORK OMITTED FROM THE DRAWINGS. 12 14 9
4. ALL SUBCONTRACTORS SHALL USE ONLY SKILLED CRAFTSMEN, EXPERIENCED IN THEIl 12 14 11 9 11 12 14
WORK OF THEIR TRADE, TO ENSURE FIRST CLA55 WORKMANSHIP. ANY WORK NOT EQUAL
TO BEST TRADE STANDARDS SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL TI TITLE SWEET/ SITE PLAN/ FLOOR PLAN
COST. SHOULD ANY SUBCONTRACTOR REFUSE TO REMOVE AND REPLACE t
UNSATISFACTORY WORK, THE CONTRACTOR MAY REMOVE AND REPLACE IT, AND CHARGE AND DETAILS
THE COST TO THE SUBCONTRACTOR Al EXTERIOR ELEVATIO
I I 0
CONNECT TO
24
5. It 15 THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION EXISTING SPARE I 1-11 a AZ SECTIONS /DETAILS AT LUBE TRENCH /PIT
PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF PEOPLE AND OF THE BUILDING 20 AMPBREAKER ^23
AND ITS COMPONENT PARTS DURING CONSTRUCTION. THIS INCLUDES, BUT 15 NOT LIMITED r--- _ 1
TO, THE ADDITION OF WHATEVER TEMPORARY BRACING OR TIE DOWNS THAT MAY BE 15=_�\�) I�/�=-
NECESSARY, SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY I U�< \ I
OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. ~ 122 IIII 22 I U j 13
GENE. NOTES
Co. ALL PRODUCTS AND PARTS SHALL FIT TOGETHER NEATLY, WITHOUT DAMAGE OR 19 Ij r- IIII - I I
DISFIGUREMENT. EXCEPT FOR SPECIFIED CURVED SURFACES, ALL PRODUCTS AND PARTS 1 I I X I II I Z
SHALL BE CONSTRUCTED/ FABRICATED AND INSTALLED TRUE, IN LINE, AND PLUMB. ALLIIII 21 I �� I
NON CONFORMING WORK SHALL BE REJECTED AND RE -ACCOMPLISHED BY THE GENERAL Z_� IIII zE I ALL EXISTING LANDSCAPE AREAS SHALL BE CLEANED AND
CONTRACTOR AT NO ADDITIONAL COSTS TO THE OWNER
IIS O DE -WEEDED AS REQUIRED. EXISTING TREES SHALL BE PRUNED 45
L WORK SHOWN ON THE DRAWINGS SHALL BE CONSTRUCTED OF NEW COMPONENTS.
I REQUIRED. PROVIDE A $1,500 ALLOWANCE IN BID FOR LANDSCAPE
I I I� WORK-
8.
ORK8. ALL SIDS SHALL BE PREPARED FROM A COMPLETE SET OF CONSTRUCTION DOCUMENTS. Iln 25 2 5
COMPLETE SETS OF DOCUMENTS SHALL NOT BE BROKEN UP FOR BID PURPOSES. SUCH Jill
IIII
ACTION MAY RESULT IN A LACK OF INFORMATION IN REFERENCE TO THE SCOPE OF WORK 21 \l\` 21 1
TO BE PERFORMED. I — f����T ��
I I I 1 i� F=�=
9. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY 70 PERSONALLY FIELD I I I I iiii � � � I
INSPECT THE PROJECT SITE PRIOR TO THE PREPARATION AND SUBMITTAL OF HIS BID. F------� �F- --�
THIS INSPECTION 15 REQUIRED SO THAT THE CONTRACTOR SHALL BE TOTALLY FAMILIAR 1 I I 1 I Ihl I 2 I 1 I
WITH THE EXISTING CONDITIONS AND THEIR INTERFACE WITH THE NEW CONSTRUCTION AS 1 1 1 I I Ihl 1 11 I I
DEFINED IN THESE CONSTRUCTION DOCUMENTS. 1 i 1 I i 1 k2 I 1 I
2 ; IUI ii Y3 i i i RENOVATION OF AN EXISTING FREE STANDING BUILDING.
10. UNLESS OTHERWISE SPECIFIED, THE G.G. SHALL FURNISH A WRITTEN GUARANTEE FOR ALL
WORK (EQUIPMENT, MATERIALS, AND LABOR), AGAINST ANY DEFECTS IN SAID WORK FORAJi�t-_
PERIOD OF ONE (1) YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION, WITH ALL m_-_� =F �i I 1 EXTERIOR SIGNAGE BY OWNER UNDER A SEPARATE PERMIT.
APPROPRIATE REPAIRS OR REPLACEMENTS AT NO ADDITIONAL COST TO THE OWNER 1 2� l
11. IT SHALL BE THE RESPONSIBILITY OF THE G.G. AND/OR CONTRACTORS TO COMPLY WITH / i -J _ W -J
8 4 �._ i 21
ALL THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 19'10 BY
THE U.S. DEPARTMENT OF LABOR, AND REQUIRE ALL ITS SUBCONTRACTORS AND I I � ✓� i i li A2
EMPLOYEES TO COMPLY WITH THIS LAW, AND ANY RELATED STATE OR LOCAL LAWS. I i 3� 26 `�� �y� 25 y �� ji
y z0. I h w� I 12 14 O
12. THE DATA GIVEN HEREIN AND ON THE DRAWINGS 15 AS EXACT AS COULD BE SECURED. 1 Ii 1
THEIR ABSOLUTE ACCURACY 15 NOT GUARANTEED, AND THE G.C. SHALL OBTAIN EXACT
LOCATIONS, MEASUREMENTS, LEVELS, ETC. AT THE SITE AND SHALL SATISFACTORILY PT � -�� I I � - � 7
ADAPT HIS WORK TO THE ACTUAL CONDITIONS OF THE BUILDING. DO NOT SCALE PRINTS.jeIW�s 1 34 1 pVERIFY ALL DIMENSIONS WITH THE ARCHITECT PRIOR TO COMMENCING WORK. SPAT I P � I I J �9 �N.e, 'n^e .•:enmcMf
w"w,w,„•F, "
13. THESE DOCUMENTS AND THE INFORMATION CONTAINED HEREIN SHALL NOT BE ALTERED IN -
ANYWAY BY THE CONTRACTOR OR THE OWNER ALTERATIONS SHALL BE MADE ONLY BY
THE ARCHITECT OF RECORD.
11 12 14 18 11 12 14 18 PROJECT
.�/'/�Va SITE
V
FLOOR PLANSITE PLAN
SCALE: 1/8" = I'-0" 1519 SF. 0 SCALE: 1/16" = 1'-0" LOCATION MAP
REVISIONS
BY
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Date: 08. 17. 16
Scale: AS NOTED
Project Mgr: RA
Drawn: LCK
Job: 16077—R
Sheet
T1
REVISIONS
BY
"YED NOTES
OI APPROXIMATE GRADE / PAVEMENT
O2 EX15TING SIGNAGE TO BE REMOVED
0 EXISTING TRIM BANDING TO BE REMOVED
o4�
4
2 2
O EXISTING LIGHT FIXTURE TO BE REMOVED
OEXISTING EXTERIOR WALL SYSTEM
1
O NEW SIGNAGE PROVIDED BY OWNER UNDER SEPARATE PERMIT
Fa ... .: .... ..........'...,...
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lI x ess I I
HaV o ne r lube
O NEW THIN SET BRICK VENEER OVER EXISTING EXTERIOR WALL
SYSTEM.
W!
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8 EXISTING OVERHEAD DOOR SYSTEM TO BE REMOVED
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-_-_-_-_--------_-_- --_--------_-_-_-_-
__.
---------------- --- L_LL._--
_ ___ _
^----------------------
9 EX15TING OVERHEAD DOOR SYSTEM
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I ; I _--___------ I,.` I:. ______--__--
0;�.:' t'': L: F'
10 PATCH AN AI EXISTING WA AS REQUIRED O G I
P D .REP R E LL RE IR1=D T RE EVE
NEW PAINT AND TO LOOK LIKE NEW
777777-=
i ------------ I ,•.;I. --- --------
------
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U O
------ ,f I _--_-__-_---_
A4------
II NEW LED OUTDOOR WALL SCONCE - TO BE SELECTEE;) BY OILNI=R
CONNECT TO SPARE CIRCUIT IN EXISTING ELECTRICAL PANEL.
C
----- t:.: ----- -___--
MOUNT FIXTURE AT 110" A.FF. TO CENTER OF THE FIXTURE TYPICALLY.
Q
-
------- ---- ------ -----.
12 NO WORK IN THIS AREA
I 9 9
3 S 3 8 3 I
13 NEU) OVERHEAD POOR SYSTEM TO BE SELECTED BY OWNER.
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-0
PROVIDE ALL HARDWARE FOR A COMPLETE ASSEMBLY.
O
X L N
W Y M
O
EXISTING / DEMO EAST EXTERIOR ELEVATION
0
EXISTING / DEMO WEST EXTERIOR ELEVATION
Drawn: LCK
Job: 16077—R
SCALE: 1/8"SCALE:
Al
1/5" - I'-011
l/ ............
.O.t.
111 ill ��l!!
EXISTING/ DEMO SOUTH EXTERIOR ELEVATIOSCALE:
N®TSS
116"N
I. GENERAL CONTRACTOR TO VERIFY ALL GRADE ELEVATIONS.
2. MAINTAIN INTEGRITY OF ALL EXISTING STRUCTURAL ELEMENTS AS
REQUIRED. CONTACT ARCHITECT WITH ANY ISSUES UPON DISCOVERY.
3. ALL NEW BRICK VENEER TO BE APPLIED TO EXISTING EXTERIOR WALL
AS PER MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO FIELD
VERIFY EXISTING CONDITIONS AND COORDINATE AS REQUIRED.
CONTACT ARCHITECT WITH ANY CONFLICTS IN WRITING UPON
6
DISCOVERY.
r(D
4. PROVIDE PROPER FLASHING AT ALL REQUIRED AREAS TO ENSURE A
WATERTIGHT CONDITION. FLASH AROUND ALL ROOF PENETRATIONS AS
P-2
P-2
REQUIRED.
1• -
1 o: lm
P -
- 77
- - P -
L EXTERIOR SUi�AGES TO BE PATCHED AND
5• REPAIRED AS
REQUIRED PREPARE TO RECEIVE NEW PAINT
`I
.
6 GENERAL CONTRACTOR TO SUPPLY LY LECT ICA SERVICE FOR
R
.. ,
SIGNAGE AND PROVIDE , COORDINATE WITH
E BLOCKING AS REQUIRED
- /
\
VENDOR AND OWNER
1. ALL ALUMINUM COPING, FLASHING, SCUPPERS AND DOWNSPOUTS FINISH
TO MATCH P2 - SEE FINISH SCHEDULE, TH15 SHEET.
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ELell 4q,
EXTERIOR FINISH SCHEDULE
Il 9 l II 9 1 II
II 13 1 11 13 1 Il I
ElGLIDDEN - BLDG COLOR: "A0290 FLAMING SWORD -
SATIN FINISH
gg
EAST EXTERIOR ELEVATION
�
O
WEST EXTERIOR ELEVATION
GLIDDEN -BLDG COLOR: "A0515 COUNTRY CREAM -
El SATIN FINISH
SCALE: 1/511 II -011
SCALE: 1/5" = 1'-0"
P-3 GLIDDEN - BLDG COLOR: "A01034 GOLDEN NEEDLES
E]-
SATIN FINISH
P-4 SHERWIN WILLIAMS - BLDG COLOR: 5W 6091 STURDY BROWN -
SATIN FINISH
B-1 BLACK50N BRICK GO. - AUTUMN SANDS HERITAGE THIN
P-2
2 4 5
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I /fill 111
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144
SOUTH EXTERIOR ELEVATION
SCALE: 1/511 e 11_011
KED' PLAN
REVISIONS
BY
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Da e: 08.
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Scale: AS NOTED
Project Mgr: RA
Drawn: LCK
Job: 16077—R
Sheet
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SMCIFICATIOr
'..Geo -Seal Vapor Intrusion Barrier
02 56 19.13'
Fluid Applied Gas' Barrier"
Version 1.4
.
Note: If tntiairone wrfl be su(jecled fo hyJrosjRbs pressure, js/eese`donfac ( land Sefenc, q,Tq,hno/aylas'" Iu )xop8(teGon)n endahons,
PART t - GENERAL
1.1 RELATED DOCUMENTS
A. .Orawin95 and, general proq sloes of Ilia contract, Including gonerAI and supple'nlentary c&ichtIgos and Dlvl5lon 1 sC166 on
sections, apply to Ihl� seglon.
1.2 .SUMMARY "
A This sectlon iltcludes the following:
1, Substrate Preparation
2.. Vapor. Intrusion banler cor0ponlets; .
3.' Seam; sealer and act a aies.
1^ contain rer w e e s �h re le to lhl ectl
B. (rotated Sectral„ Thn following suctions r r m nt t al. la s on .;�.'
Section Materials "Sub -ora' a n S 5lo nu Gas Col echo S stems".
1,' Division 2 on "Epnhwork Ppe n g y tr y
2.- OlyI hah.3 Section "Gas[ in PIa49;Cbncroto" for•concrete ptaceatefiti cuffing, and fior. ; I
Dlvision 5 Section'Expanslob Jdnl Cover Assemblies", f9r expa051a1-)ant covers`assemblleS,l9d lnslallalI , I
3E PERFORMANCEREQUIREMENTS
1. RF l
P
v stem that prevents pass eof "ietha to as a d v lar le, organic cam 6md .
A General: Provide a vapor Intrusion barrier s ant the s n 1 n /a o I C
9.. P
P Y P P y
P:
vapors and.cofinplles pnth,physigal requirements as :demonstrated by testing perfarried by An Indepentleirt testing agency of `:
manufacturel's:Gu[[ent.vepor fnlrusion barrier fo1 112,mnjlebons and system design.
TT
1.4 S U M B I ALS
m r si uto6 ori a t o llos for evalu Alin' e d
A. Submit rod 4 data for each to of va or t b rr'er cludin rngn t prin in r c n n
G a n e S I 9
P q I P 4n. I 9 A
4
preparing the substrate, technical ifata,'and tested physical andpeffamonc, properties.
B. prgect.Oala?,Submit shop tlrawings Showing extent of vapor intrusion barr)cr, including details for overlaps f ashing,
penehahons; and dherkermination conditions.
nitre rese at've sou es of the f Ilowi for a roval:
Sam le - u I l I m l o
C. S S i7 u n ng PP
P p
1; Vapor intrusion barrier ceTnpanelits. _
r
-.rub i' a ori f i r i r that k i •sl. I s ons I with eq u' ei en s
C` lifted Installer Cedlfi et n t rh autos signed ,, a u arca f n f a n a r G h r. r t t
0. qr G. es I c T 9 t1Y u G nlY J le. ..PY q. 1
under the °Quality ASSuraiSco' article.
1.5'-GUALIr'rASSURANCE .
' experienced aIle trained and ce 11 the me 1 r ne
InstallerQualifications. E" a a an nx ante c I t r h s boon q n m Un b t b a
A.n n or o ha r e g [
B P fi 9
Y
n
r is d ncu rechno "i " or 'ns allali iv the G o•Seal S st
manufacture•, Land u e vy es t the t o f e y em,:
B. `Ma wfaclurerQualification:
Obtanv
vapor Inlruslon bonier materials and system corn oncins, frau a single manufacturerr .
source Land ,science rechndo ies.s
11
'I Sa le' v rine intrusion b rri s stem ie a of 0 9.3:m of field Are da o stratea Ilc'll C. Ffe d mp, ,Apply apo n ru I n a er y f, Ids mete t .0 tl (, . ) d: , a m n pp a on.
ass e. t won sl.
d t l n thiokn t K urea an andard of k r t.
q( d Sk m 1 P
e 9, a .r.:
s ci a C6ofwen fie d sac i , v' ' "e ed.
PJdi en sneer d s' ectal I ecoc ne week in a v n the dates and limes h I t I nil bn r ar
1,` fY s P n P 1. o P P: P
s t r o t '' la t i ia re' s r 'P fe1.ld s� ci until 2. 1 en in er yrs cfal.ln eco a e..1. 11 s lila flet sem doe of neat re I rent ea i am I a n
I e, e t d S I
9 P
.. P P,% q ., PP.y
field spinple 15 approved.
ardor df d n lir''
3.` Retain and maintain approved field sample during construction In an undlsturbad condilioo, as a sl t r aJu g g he'
comIJIeled mathano and vapa inlyd5ion bonier. A4r undamaged field.samplem[ty become part of the completed work.'
' i l-" I 'r :�:o h V ori l si a ie
D. 'Pre install ti i Con t: i , r -Installation confarencesl ai qa tied fortoa licafl t e..a n ru on. )r r
_a.ol. f.a14Q;APe P,.. PP. f P k„
system Waswii propel s)te and inslall¢hpn co0dl1ions, (o include contrgclor, applicator; a[chitectleng neeq,dher lrades, .
Intlueliced by vapor intrusion barrier Insiall5don and special. inspector (if Any)-
1.
1.
RAGE,
AND HADLINGO LI RY
.s to ass mfe t e labeled d man cure's erne oduet brand nares
A. Qelivarmalerlalsloprgect„ i pe dbymanufacur r w h uta t r n pr n nil
1. ,type, data of irianufactuitor shalt life, and directions for storing and mixing with. dher components.. _
B. Slixe materials:as spec Pied by the m4nufoclurer fin a clean, dry; pro(a '(ad locauvn and Within the teiiiperalq(n ran je required ;
b"manufacturer, rctec stored matedols from dir'ec sunllr h :,,if fre,edn lei ik'i tgfes.are etpected' ilece55 , ,, d 5
..Y P .,t: t
J4 y.. P,. P. P
sna 1d ba faker to prevenLlhe freezany of lhe.Geo;SealCgF;E. and Geo-%Seal',QORE Delal) canpotrelits
ri that cannot Ilea` thln its stated shelf life". G Remove and replace materialh t a mol be opR wl , h e11 I,
Din Ns
17OECT Q 0
P
R J G N
A P.rotect.all,adjdcent.areas not to bnanstolled on.. Where.nece5sary, applyliiasking,to prevent staining of surtacas'to remain.
.opposed wherever membrane abutsto other finish surfaces-:; ;
e a " e •ase •,J sate cr co dello 5 a will iii 1 tai of clurar 5 recommendations for Pro, B. Pprtonn woikonlywh,n existing nil fav v w 1 n n (e 1. 1 t o e 1
I 1.a And Iic ii e I used. m to la o ala 1 l. Ivo
4 P l. 1
P
C. Minlmum clearance of 24,lnclles is required for application of,producl, For.afeas with less than 24.1nclt clearance, (hri
niembfune may be applied by hand using Geo -Seal. CORE Detail.
1F
r' .
u sal ac r r''s c'I aio s. (Greater 4 ./. C. C tsult n d' n f the G. Ambienklemperat re shall qe w,thur niahuf lu a s pe, i(c I n ( ea, ,, l an F .! .) or r ,orate ur t a h
t" l ou en.de tri c apply e Sal COR b l0 45 %7°C:
proper ro ulrorz en s h s n t G o- a E e w
D. D 1 9 pPY F r`
'c nice[ d u m em to e r a a ssf 1 fought tile v ' I lr s o bard r1. s stem
1 11 11 Allplumbing,lectrleal ne han c l an stn ctu I items b. all r a n ti h ie a n u e
E.a P 9 y Por .. I Y
!.. .
n
Shall beposllryely Secured In thorn proper poslhons end appropriately p�decfed prior l.0 iqo mbranectppllcation-
or -la I an rei1.n acir t e r bss Ie IAI ex osed
F. Vapor Intruston b criers all.be msfelledbef .e cement gttill:matado... r f 1 steel., Wile m not b. . 1
11 .refinfvrcing steel hall beniasked by y neral contractor prig to membrana application,11
G. Stakes use.d_tp. secure the concrete. forms shall hot:penatrate.the vapor intrusion barrier system atterit has been.installed.tiIf1.
stakes fa p6 punctu[e lite vaoc intrusion barriers len) aftee it has been inslallod, the fikessaryrepalrs need to be made
I
by a certied deo Seal a,ppiica or, To,confirm the staking procedure is in agreemenhwi(h, the manufactures reconimendalion,
contact Land Science Technoggies,
1.8 WARRANTY'
have
General Warrorlt ,Thos eclal:werre t• s ecified in `'tills ar1(cleshall n de rive the owner of olher•ri .mks the own , e
A• Y P tr y P 9l.• . P g Y
antler other orovlslons.of the contract. documents', and shall be Ili addition to,, and run cciicurienf "All, other Warranties made
by the contractor under requirements of the contract documents)
;. `Iron
writtenwarranty si db, va orintrusi barlermanufacl a�reein loreparorra e
B. Special Warrglily Sutimita,wr. e signed _/ p _ cn (. _ u e g g P I P
vapor inlruslon. barricrlllat does not meet requirements a that does notferta)n methane gas and/or volatile organic
compound vapor tight within the, specified warranty pedod. Warrant' does not indude failure of vapor intrusion barrier due to
r. failure of substrate prepared and treated according to requlrements or formation of new joints.and cracks in lhe'ajtached to
structures that exceed 1/10 inch (1.58 mm) in width;:
1; Warranty Period: 1 year after date of substantial completion:
C. Additional warranlins Are available upon request to the nlanufadgrer.
PART -. PRODUCTS � `�
2.1 MANUFAOTURERS
/1. Ge'PSeal, La,nli Science Techr ologiesT', San Clemente, CA. (9p9) 481 8118
1, Geo-Seal;BASEI heetiaye,
r
2;. .is"eal GDRE spray layerand Geo -Seal CQ.RE Oataih
1:` Geo-$ealBONDprcteclionlayer :
2,2 VAPQR INTRUSION, BARRIER SPRAY MATERIALS
.. 1777�1
A. Fl id a liedva or Intrusion Larders stem - GeaSeal CQRE;. 4 single course, high build, clmer. mWlfied, asphalt
4 Pp_ P Y 9 9 P,y
emulsion. ,applied, vapor
spray applied at ambient temperatures. A nominal thickness 61 00 dry mils, unless specifed
otherwise. Non toxic and ododess..Geo-Seal CORE Detail has slrnllar properties wdh greater viscosity and is roller or brush
applied, Manufac(uredbylandScie. 11n`ce red noogie5,
B. Fluid applied vapor intrusion barrier physical properties.
Geo-3cal CORE.- TYPICAL CURED PROPERTIES
Pr3A`t,
t1,d..•
, 1" Y �
at:eehadU
L,S �•ResfFlwto
.1u
5M
re n.si la St re n at I, - CU RE n y
AS I. M.412
32 list
Tensile Stier- h'•.Guo5,:al,ystcm
A51M 412
Get psi
Elcngatldn
ASTM 412
-4140%
Resists nce to Decay
ASTM E 154 Sectico)13
4Y Perm loss
Accelerated hi k
A5 M1 G 2
! 1 J.
Na ff ct
k e
Moist are Vapor Ira nsnmisslon
ASIM E96_
',026 FNIhr
Hydrate tic Water Press tare
AS IM D751
'26 Psi
Perm rating.
ASTM E96.(US Perms
0.21
Methane transmission rate.
AS IMU. 1434
- Passed
Adhesion to Concrete Pa Masonry
ASTMC336&ASTM . C704
I1 bf./irich
Hardness
ASI N1. C836
aU
Crack Bridging
ASIM 0836
.No c'ra ckin .
Heat Ailing
AS IM U 4668
Passed
Envhoon-tal Stress Cracking
I ASiM.D 1693. ,
I . Passed
OII ncsi:;ta rice
ASTMD543
Pasted
Soil Burial
ASTM D.40G8
-.-- - - Passed
Low Iehip.11cxlbllity
A51MCa3G•0O
NOCrackingat-20°C
Itesista rice to Acids:
`.
BRED ARG
Acetic
I
I .soy.
e dhydrochloric
N
1 3%
-Sulfuric
Tem erasure kffect:
P
_...
r1 .--1
Stable
T
248°F
fie ti ole
LO (1)
I:PI
Geo-$eol. CORE Detail -TYPICAL CURED PROPERTIES
W"dft Itd
a2sl
a
9%P l
fid tea W t P are 11 ASIht D 251 1 211
i fir (JsP ). 'ASIM E96. .0.12
Merl a et a 5 5'Ia r. to AS[Me1434. I' Ssed
adf i"t cnrcrdcdk Masonr nsimicaas2lurn srR
H- 1 A9tMCa3e Ia.5
r -rack arldaln¢ A':IMc 836. NO Crn cklna
2.3 VAPOR INTRUSION BARRIER SHEET MATERIALS
A. The Gaoo-Seal BASE layer and Geo -Seal BONDlayer are chemical-yresistant sheols Comprised of a 5.mil.high density
pdyethylcnesheet thermally bonded to a 3 ounce net woven geo'textile. '
8.; Sheet Course Usage
1. As foundatiombase layer, use Gao-Seal'BASE ccurSe ancy r other base sheet as required or approved by the
manufacturer:
2,: A@ top protective layer, use Geo -Seal BOl{0layer andlorolhe[,protect on as required or approved by;the manufacturer.
C: Geo -Seal. BOND and Geo -Seal BASE:physical propeltlol.
r44.,n cs ..,::1,4,frilGll4, G aV a{rest`'&orf;uda�I!lultlP, 4Ae4il�r-d�CVdt19HIIlpl!IN�ani sl u
.... _ . .1 rilnt n lc s 3"m11
CUniuus to miakI-i - '. la"roll
Watervapor Fern,eabihL AS'M 1,94 _0.214
Aulteslan taconUete ASIM D: 1910. 5.21hs71nch,
Dart impart ASTMD 1790 1. .3070 ins,itied,2dA
s9n c os; roe;
had"
--Lore P,uae,0rrae_. .AS i 1 it 2.582 110. . 11:29$ m
nsrna BZ532.m 13,15urinie
2.4 A/.ILLARY MATERIALS,
A Geo -Seal FILM -11 may beused in lieu of, or In addition to the standard Geo-Soal BASE and Geo -Seal BOND material when
project cdidiligps require a hlgher level of cj,emi6i res(stanc6.4.. greater duiapitity is,fequired. Contad.Land Science
TeGhnologies.for the proper recommendatlop and approval.
vruPeriles'','4 iia€r,kk,, lryiP�'"t a;restnn inoa d :'4i 1, $l,[�14f 'Milk
filar Ihickucss - 11mi1
clas6iflcalian ... ..... -ASfNl E ll45-09,.... .. txceed Cktis A.Band C..
Tensile � - A$1111 I, L}1-94' 45i11ts/Ili
Pandora RcaMdrLe ASrM D 170.9 1. 11 . 2400 Aranls
Water Valml Pemneance.... ASIME7G....... 0.020 Penns.
(file Expectancy ASTh1 E 15,VD .Indefinite
ch"o cal ilesis .,uica ASI PA L IYI-93 -Excellent
B. Sheet Flashing:. 00filil reiiniorcedmodlfled asphalt sheet good wllh:.double-sidedadheslva:
O. Reijlfolcing Strip: Manufacturer's recommended pdypropylene And polyester fabric..
D. Gas Venting Materials: G o -Se I Vapor -Vent or G o- ea1 Vapor-Vent.Poly, and associated fillngs..
E. Seam Detailing Soulunt Mastic: Geo -Seal CORE Detail, is high or.rtfedlurn viscositypolynner modifiod.water based asphalt-
'nialenal.. .
1. Back Rod: Close bcell pdyelhylena foam. .
PART 3- EXECUTION
3.1. R
AUXILIARY MATERIALS
A. .-
A. Examine substrates areas and conditions under which vapor intrusion barder will be applied, with installer present for
.con
laInceWithreru.iremens. Do not ProceedWith unllunsatisfaclaY conditions ileoebeencorrected,
3.2 SUBGRADE SURFAt;E PREPARATION
AVerify substrate Is preparedared according to nranultacture 's.recommendal Iofts. On or horizontal surface, subrata should be
'free from material that C611 Polenl•all vapor' uncture (he Intrusion barner. Additional Prdeclionor cushion layers mighth
t be
.ftiqiiired if t 'e earth orgravel substrate contains too manYIa ed points end ed es'puncturel afcould
o
n
e a.m
ore of the
system cmtPonts. Contact manufacturer to c nfml substrate Is within manufacturese o m ndations
_
B. C o-SeaI can acecnmodale awide rangeoff.su sl ates, including but not limited,t compacted earth, sand, eggre ate 'a
nil
mudslabs.
1. Coim'ado Earth: a 'ova"i e of oris r v la" or fall et con aI II rlheGo-
d R s da e n drier crate h of n a undue e
m Pa9 9a 0
l ,. .� FU Any f. P YP ,
_P
Seal ETAS elnove an ebris-f om sub5t ata ha c n potentially ul clu at e G o-SeaLs tem r- to a lication
E, R_ Y d r t t t a pile Y P t r „h e Ys PJor application.
2; Sand: A sand sub rade requires no additional rc arab ' Yovided anylnatedel the ca o(entia uncture the Geo -
9 9, P P on,P t nP t[p
Seal B65E layer Is notpresent.
-re ore:C Contact tie.manufacturer to ell ural eAggregate fo foyer WI la 're lto themenb'are
3. A t e the s hI of a datum nia. n. e
90 .91. n .. l f T(1
gravel layer must be compacted and rolled flat. Ideally a',' minus gravel layer with rounded edges should be
specified; however the Geo-SSeal system can accommodate a wide varier ofdifferentsubstrates. Contact Land
P YS Y
o
c'
.,tierceTechnologies if there are ueslians re ardin the can atibild of Geo -Seal and the utilize substrate. Exercise
d su sl.
9 P Y
9
4.
caution when specifying pea gravel under lila membrana, rfnot compacted properly, pea gravel cap 1?eGomci an
unstable substrate.
4. Mudslabs:'fhe use of a mubslao under the Geo -Seal system is acceptable, contact Land Science Technoiogies fajob
specific fequfirements.
C, Mask off adjoining surface not receiving the vapor Intrusion bonier system to pravent,the. spillage or over spray affecting other
111011shos(lon,.
Ead sen (W rav 15 d s sh ldbe re are a cled to local buil i code fe l enici
O h d e up or e ou ndean a d u
g .9 P p d P try 9
3.ONC ,ETE
3 'C R SD C PREPARATION -
RFA E R
A. Chian and Pre are col •refa surfac'e-todi nu a tun is, re,co n
endotions .In 9en
eral 'Only aPPI
the .Od"e
al CO
RE
late
r
lel uu
To dry, cn duniform substrates. Concrete surfaces mUst be light trowel, light broom o equivalent finish. Rafn e fins
'
ridges and oth r r qeclions and.fllhoneycomb, uyyrate ockels, @r;sdi joints and tinhdas arid ,Aherv 'ds withhydraulic.
"'cemenaregd•,set grout. ItIsltieappllcatrsresponsiblblytpanl'otunecceptblsbslmlacob.tiestotheyennalo n
'
contractor and ensure the proper repolfs are made.
B. VYhen applylrig the Geo -Seal WRE or Geo -Seal CORE Qetallnlaterfal to concrete it isimportant to.not apply the product over
standing water, Applying over standing water will result in the membrane not selutty up properly on the substrate .
C. sudacesra, need to ba Wiped door a cleaned nor to appllcatlon. This includes, but is nil limited to, the removal of formin
y P. P 9 ,
fl.
gls„con - a curing agents, dirt accVnnta alicri, acid dher debOs. Contact form release agent manufacturer o' concrete curing ;
;agent manufacturer for VOC content and propermeth.als for removing. rho rospnctive,agenL
1.
D. Applying the. Geo -Seal CORE to 'green concrete is, acceptable and can be advantageous in creating a: superior bond to the
r t urface. help du b( rl b a rime c o o I the as halt corn a the o -S eI CO e
concrete To reduce IISen Lfal ntof e e RE tn.
T r a p Y 4 Y ort G S )
P 9 P P P P Ys
a e blislerin of lh n euibrane will occur an ma' be m e severe on Walls ex o e t direct sunk ht Blisleri Is 1 aural and S n a l d 1 s d n n
a o 9 1
9 Y P 9
will subside over time. Using a we cilanose depth gauge contirmahat Im specified mil thickness has be, .applied.
3.4 . PREPARATIONS ANU'iREATMENT
OF TERMINATIONS
A Prepare the sutastrale Surface in accordance wTlh Seii19n 3.3 ofthis document. Concrete, surfaces that are qct a light htlryel, light .
:bloom or equivaient finfish, volt need to be repaired.. -
B....:.Terminations. ort hod.zondal and.vedical surfaces should extend 6' onto the termination surface. job specific conditions may prevent
u U teination In these conditions, iais contact manufactu er or recommendations.
C. Apply 30 mils -of Geo -Seal CORE to the terminating sdrface and then embedthe Geo -Seal BASE layer by pressing it firmly into the
;Geo-SeaLCORE layer. Next, apply 60nulsol9,co-Seal COR Etothe eASElayer, Wharf complete, apply lho,Geo-SealBON13
eC
a Pr. Ati r trio lac m nt of lh. �.o-Snal BONU la' en's tete a I a Trial 0 it seal o til Geo -Seal CO I e over h
I e e e corn 3 m f a ftE ou r the
Y P P P Y Y
{ p
e ofthe termination. F f a i kali n cf r to tlne ler detail folded a c u er.
edge ha adhere rf o r e mnallon f b m nuts l r
9P.
Y .
D. The st te termination roc ss Is qPPrcP nate farte mnor in t e membrane ontoe teriofo"u 9s. Pit ca s,i ichor foil In9san
d
gadebeams. Whenterminatingtheme membrane t see n walls or surfaces hie same precess should be used,
3.5`.PREPARATIONSANDTREATMENrOFPENETRATION$
Y Id be s e prior he in Fall ion o t a s'sf m loos' e'at1 s she Id be. -
A. AI enefrations shoo cc ra In lac I t al f h Gao-Se 1 em. e en r u
a u l o sl. a Any l on
P Y P p. ( y.. P
P P
"e a I e lice io a el attar could cA n'all exert ra su•e vn h embrene an arra n the
s cur d pda to Geo -Seal' pp -t. n,.aS loose p n r s p e b y p s i in d d 9.
..membrana eller mstaliatiul,
'e of he eo-Se S la-er fie Le " d he'au skid ed o
B, 'Tor `en Seal
around-enelra(fions cut a levo t ju al BA E t l hi xtend 6' tie on t ( etef f
PDP Y, R P Y Y.. P ,nJ:
e t S'e BA E' a • 'u t sli oars o en u in fila ea
the pan tra Ion Cut; a holain lila Geo- u S I yvrl, s q 9 g ouyh to a o hope elmll n,, s r • g Geo- t BASE
ayerfts snug against he penetration,. this can ge.do to by culling en'X' n4larger than the inside diamelet of the penetration.
h a sh I not ba lar er the .al/a'b tween the zo-Se ASE la er and the enet au tiler a ods can also be
T our ou d a,gdP g n e G a(B y p on ,0 m il
iftille iovided til r'.is nota a p lar ere a 1/8'.between the Geo -Seal BAS a er and the a etratim
p a s g.P. 9 h n EI y p n
C, Seal the Gas at BA E layer using Geo•SeaI CORE or Gtro a I,CORE Oetail to the ynde lying Gap $eat BASE layer,
D. Apply one coat of Geo -Seal. CORE. Detail o,Geo-Seal CORE spray to the Geo -Seat BASE layer and around the:penetration at
`. a thickness of 30 trills, Penetrations should be treated in a 6 -inch radlus around penetration'and 3 firs; has onlopenetrating
obiect.-
1. E. -Embed a fabric reinforcing strip atter the filstappliaalion of tha Geo -Seal CORE spray or Geo -Seal CORE Wall material and
then apply a second 30 mil coat over the erncudded jolnt feinforcing strip ensuring its complete saturation of lha embedded I .
-:sinp and. tight seal around !he penetration.
F, After the placement of the Geo-SSeal BOND layer; a cable Ilashould then_be pieced around t� a finished penetr71 -The
'cable lie should besnug;butnptoverlylighf.Seas.losliceinlofhefigishcd.seal.
OPTION;'A.flul application of Geo Seal,.CORE may ba,usad.lo provide a finishing seal after the. Oeo,Saal BOND layer has been
Installed, - _
1.
NOTE: Metal of other slick panctraUat surfaces may require treatment In "order to achieveproperAche $ion, Fa plastic pipes, sand
paper; maybe used to achieve e profile, an,emery cloth 15 more appropriate (or metal syrfaces. An emerycloth should aisv be used
to tclriove any rust on metalsurfacca.
.3.0- GEOSEAL BASE LAYER INSTALLATION - -
11
a ria 'a material warrant n S echnolc ies will re ulre, a In nuruc urer's
,B, For projects that will require r ten I or labor mal y, Lad ciente f g q y t
(epreaentritive a cerfified V` party Inspector, to inspect and verify that lho Iliembrane has beeff,inslaf ed 0.a the ...
martiffaMiers recomrnendatiats.
.The certified installer Is responsible for contacting the Inspector for inspection. Prior to application ofthe membrane,.q notice:
.,period for inspection should bn Agreed upon between the applicator and inspector.
G•Th@meesurememlladSlistedb@lowvilllhelp verily the thickness of theGeC>SeaICOREIayer. As.nieasuramontvcirikatlen _
..:.expert@rice Is gapiesi,,these toils will help ccrifion Ihickrtess measurements that call by:obtgfined bypressing one's fingers
into lila Geo -Seal CORE membrane.,
To verify the mil lhlekness of the Geo -Seal CORE,. the follo'wing,measurement devices are required.
1. Mil reading caliper: Calipers are used to measure, the thickness orcoupon samples. To measure coupon samples
correctly; the lhickness;of elle Geo-Sealsheet layers (18 mils each) must be taken into account. Main seiiiple,area
forrepair.
2. Wet.rnil thickness gauge; A.wel mil thickness gauge may be used to quickly measure the and thickness of llie Giro-
Seat CORE layer, The thickness of (no Geo-Saal sheet layers do not factor into the mil thickness. reading :
NOTE: Wen hfirst using a wet nal thickness gauge on a project, collect couponsamples to verify the'iiel mil gauge
d11Ckn Ss tl readln q S, -
9
3. Needle nose digital fJepth gauge; A coddle nose depth gauge should be used when reasuring the Gco-Scal CORE
thickness on vertical' walls. or In field rneasureinents. Markmeasurement area for repair.
Toob fn a prbperwet mll thicknessreading, take l.loaccW nt the 5 to 10 percent shrinkage a Inat will occur as
the membrane
sully curerot
taking into account the thickness of (Ila sheet layers, a (rashly sprayed tneptbruct should have 5 minimgni
wet thickness of G3 (5%) to 66 (101ti) mil.. '
Methods on now to properly conduct Goo-Sual CORE lliickness sampling can be obtained byreviewing literature prepared by
.Land Science Technologies.
D. .It should be noted that taking too many destructive samples can be detrimental to the ni-mbruno. Areas where coupon
samples have been removed need. to be marked for repair. '
E. ::Smoke Testing, is highly recanmended and is the Ideal way to test the seal created around penetrations and terniinatioins.
I -Smoke Testfin,g)s conducted by pumping non-toxic Smoke underneath the Geo -Seal vapor intrusion, barrier and then repairing
-.`she areas where smoke. appears,. Refer to smoke testing pfotocd provided, by Land Science recjirjpiogies, For. projects. that 1.
WIII requlraa material or labor material:warranty, Land Selence Technologies will require a smoku lest.
F. 'Visual inspections prior to pia cement of concrete, but after the Installation of concrete reinforcing, Is recommended to identify
anjpuncluresthatWayhaveoccurredduongthe Installation offebar,posttensioncables,etc. PunclureslntneGeo-Seal
system should be easy to Indentify dueto the baler conlrtlsling Wers of the system.-
TRACK ANGLES PROVIDED BY
OWNER 4 INSTALLED BY
GENERAL CONTRACTOR
"5 BAR CONT.
05 HOOK BAR m
1211 O.C. IS11L x 18'1L�X
�
A' ' </ 4. •
. A </
' A)
M5 HOOK BAR /1112" O.G. 1811L x 12"L / I . . i4 ' <1
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* 12 O.G. , a
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r �M r
7
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1 05 BAR CONT.
It
FIXED LADDER
.PROVIDED BY
OWNER INSTALLED
BY GENERAL
9 CONTRACTOR
Q
-�
0/10
x6 - I WM
\
N W O -SEA
E GE L VAPOR
P R
INTRUSION BARRIER NEW
VAPOR INTRUSION BARRIE'
TO BE APPLIED PER
MANUFACTURER'S
RECOMMENDATIONS. SEE
SPECIFICATIONS SHEET A2.
RUN NEW 3" DIAMETER PVC
OIL SUPPLY/ WASTE LINE
611 BELOW SLAB. USE 611
O . SWEEPS AT
.D P TURNS
TYPICALLY AND CONNECT
ASQUI
RE RED TO SUPPLY
N WAS T
AND TE OIL LOCATION.
COORDINATE WITH OWNER- ER.
OIL SUPPLY/
CONTAINMENT
LOCATION
I "X/ X \ \ \ I\/)\/ \/ N, �/� , \,\. '\'\/ 1\1X'\. __� / X; /' / /' /7,//\� - \ , /� // / /,�/ / /� x /�, //�/"',� O/, \ \ X R/ /�\ \,�\//\\\ �� ,� \ /X" /�" , \<//\ " /, \ X,\ � \ X .1, \ \ \ \1 N,\ ,\` x /\� � , \ /\\/� ,\, \ \/>,/\,>�/,>�/\ 1\ \ /\/ >// //I > /� //\ / / \>/ \,1�//// // / , /X / Z`,�,/ ", \//N / \\\I K //\\ / �\x \\/�// �\ / ,\\�\\\/� , IX
FIXED LADDER
AI101®I
CON
T
AINM �
CONDUIT DETAIL
II/21S I' -Oil SCALE: lI/213 I -
0I
+15 BAT- -,-
DRILL
ONE 11
REBAi
INTO E
CONGI
BLAB
CROSS SE tit i ON THRU LUTRENCH
101
ESGAL 3/4II= I -0I
cv _ - - - .
X d' 'Nd : ~ -_ - t6 • a .
..... �- ' .. - _.... _ _. -.
.1 . .l d fl n 4
. . I - , . /
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/ ,� // // // / N. / // // // �// /,
/j�/j//jj\//i�.//.
/\I \/�,/\/\ \ \\\\\ \\ \\\\
•_ j\\ \//
a\/\//\//\\\ d N d /\\//\\//\\�/ 11I
\ /\\ •C 'd • d 1 :t• . 1 W . h . \/�\/\/
\ \ \ \ \
,c x- �- c -x , x,c x,. X x x x x x c .' x , ;�° x x- - - \ \
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1 \.\ 1\\'`///\�/ Jct • • . .: •„r .' .. . .. .. 'a , .. ,E a . J :1 - ?a ,;4 .,a \��/\\//�//
\
COMPACTED
GRANULAR FILL
a LOWG ITUD INAL SECTION THRU LU ti�NCH
SCALE: 3/4" - i'-011
EXISTING
CONCRETE SLAB
[-.)RILL AND EPDXY
OXY
ONE (l) 2011 LONG "5
REBAR AT 12" O.G. 8n
INTO EXISTING
CONCRETE FOOTING/
SLAB
L B
5 BAR CONT.
EXISTING
CONCRETE SLAB
DRILL AND EPDXY
ONE (l) 2011 LONG 05
REBAR AT 12" O.C. 8"
INTO EXISTING
CONCRETE FOOTING/
SLAB
05 BAR CONT.
REVISIONS
BY
A11,11.16
3" DIAMETER PVC SUPPLY
6l•G1aMT1
OIL LINE TO BE CONNECTED
611 DIAMETER PVC EXHAUST
TO NEAREST SUPPLY OIL
DUCT TO BE CONNECTED TO
yr
r
•
LOCATION
•,'. V) cD
NEAREST EXHAUST FAN
c O•O . U
U
ID C-r
I
�_ ei
DRILL AND EPDXY ONE (l)
LOCATION. SAW CUT EXISTING
F � i^
3" DIAMETER PVC WASTE OIL
M5 REBAR AT 1211 O.C. 8"
SLAB AS REQUIRED TO RUN
t -r (/) O
v C
LINE TO BE CONNECTED TO
INTO EXISTING CONCRETE
LINES 6 INCHES BELOW SLAB
EPDXY PAINT THE ENTIRE
NEAREST WASTE OIL LOCATION
FOOTING/ SLAB I
TYPICALLY
INSIDE SURFACE OF THE LUBE
1
II
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A 2
SY1" 50L LEGEND KEYED NOTES
OI EXISTING ASPHALT DRIVE
xx
2 EXISTING LANDSCAPE AREA
BUILDING SECTION 000 DOOR NUMBER
SYMBOL SYMBOL
O EXISTING H.G. PARKING STALL
4O EXISTING H.G. SIGN
x 000 ROOM NUMBER , O EXISTING H.C. LOADING AREA
SYMBOL
xx
WALL SECTION O WINDOW 6 EXISTING STANDARD PARKING AREA
SYMBOL SYMBOL
O EXISTING CONCRETE CURB
OEXISTING STOREFRONT DOOR SYSTEM TO BE REMOVED
x
xx X O EXISTING OVERHEAD DOOR SYSTEM
DETAIL REV15ION10 EXISTING MONUMENTAL SIGN
SYMBOL
11 NEW LED OUTDOOR WALL SCONCE - TO BE SELECTED BY OWNER
CONNECT TO SPARE CIRCUIT IN EXISTING ELECTRICAL PANEL.
MOUNT FIXTURE AT 110" AFF. TO CENTER OF THE FIXTURE TYPICALLY
xx 12 PATCH AND REPAIR EXISTING WALL AS REQUIRED TO RECEIVE
DETAIL
NEW PAINT AND TO LOOK LIKE NEW
SYMBOL
r 11111113 RESEAL ASPHALT THIS LOCATION. RE -STRIPE AND INSTALL
G3 WALL TYPES DIRECTIONAL ARROWS AS SHOWN.
FoX
..I EMOR RENOVAnON NEW THIN SET 5RICI< VENEER OVER EXISTING
n0, -0" ELEVATION MARK • 14 SYSTEM SEE EXTERIOR ELEVATIONS ON SHEET A ERIOR WALL
TOP OF SLAB
2 15 EXISTING ELECTRICAL PANEL
INTERIOR ELEVATION KEY PLAN 16 NEW 3'-0"x 6'-8" HOLLOW METAL DOOR, FRAME AND HARDWARE
x/A MARK SECTION SYMBOL #
FRAME: 3068 ME SERIES WELDED HM BY REPUBLIC DR t FRAMES
KEYS D DRAWINGSTORE 1091 DOOR: 3068 DM SERIES HM DOOR BY REPUBLIC DOOR t FRAMES
OFFICE LOGKSET: 3610 WITHNELL 26D LEVER
CLOSER: 5100 AL BY HAGER
3767 S• 00 DRM HINGES: I i" FR Er -551100 4 �"x4 )16 P " 26D NRBY HAGER
I` KICK PLATE: 190 518"x34" 32D BY HAGER
L�MILDI1Rri CODE INF`ORMATION THRESHOLD: 4125A 36" BY HAGER
&ANMRD9 Fli =3 WHEATHER5TRIP• 8915AV 36"x80" BY PAGER
APPLICABLE CODES t STANDARDS: DOOR SWEEP: 8015AB 36"
THE FLORIDA BUILDING CODE, 2014 EDITION
Il NO WORK IN THI5 AREA
• BUILDING EXISTING BUILDING
8 NEW OVERHEAD DOOR SYSTEM TO BE SELECTED BY OWNER
• ELECTRICAL
PROVIDE ALL HARDWARE FOR A COMPLETE ASSEMBLY.
19
• 2014 FLORIDA ACCESSIBILITY CODE FOR PORTION OF EXISTING WALL TO BE REMOVED AS REQUIRED FOR BUILDING CONSTRUCTION NEW DOOR ASSEMBLY.
FLORIDA FIRE PREVENTION CODE 5TH EDITION
20 INFILL EXISTING OPENING AS REQUIRED TO MEET ADJACENT NFPA 101 LIFE SAFETY CODE FLORIDA EDITION SURFACES. FINISH WITH LIKE MATERIALS.1
NATIONAL ELECTRICAL CODE 2011 EDITION NEW 6" DIAMETER PVC EXHAUST DUCT. TERMINATE 6" A.F.F. IN PIT
2010 ADA STANDARDS FOR 21 ACCESSIBLE DESIGN SIDE WALL WITH EXHAUST GRILLE.
OCCUPANCY CLASSIFICATION: (EXISTING$) 22 NEW 3" DIAMETER PVC OIL LINE. USE 6" O.D. SWEEPS AT TURNS
TYPICALLY. CUT AND PATCH EXISTING SLAB AS REQUIRED. RUN
FBC - BUILDING, CHAPTER 3 LINE 6" BELOW SLAB AND CONNECT TO EXISTING SUPPLY OIL LINE
SECTION 304: BUSINESS OCCUPANCY - GROUP B (UNSPRINKLERED) oo OR TANK COORDINATE WITH OWNER SEE DETAILS A/A2.
CLASSIFICATION OF WOW 23 NEW 3" DIAMETER PVC WASTE OIL LINE. USE 6" O -D. 51.111EEPS AT
TURNS TYPICALLY. CUT AND PATCH EXISTING SLAB AS REQUIRED.
FEBG -EXISTING BUILDING SECTION 403 RUN LINE 6" BELOW SLAB AND CONNECT t0 EXISTING WASTE OIL
ALTERATION LEVEL 2 LINE OR TANK COORDINATE WITH OWNER SEE DETAILS A/A2.
13 24 NEW 6" DIAMETER PVC EXHAUST DUCT TRANSITION VERTICALLY TO
12 ABOVE FINISH FLOOR AND ROUTE TO NEAREST EXHAUST FAN.
o
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I� � �`*� NOTES
V 25 MILLDUPLEX RAOUTLETS,
WORK CON ECELECTRICAL
TTOSPAREIRC CIRCUIT EXISTING ELECTRICAL
PANEL.
ol
I. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE "FLORIDA 26 NEW OWNER PROVIDED MILLWORK COORDINATE POWER / DATAOUTLET REQUIREMENTS /LOCATION.
BUILDING CODE," "NATIONAL ELECTRICAL CODE," AND ALL OTHER APPLICABLE LOCAL,
STATE, AND FEDERAL CODES AND ORDINANCES AND ALL AUTHORITIES HAVING LOCAL21 EXISTING CAR LIFT TO BE REMOVED IN ITS ENTIRETY. PATCH
JURISDICTION. FLOOR SURFACE AS REQUIRED TO MEET FINISH WITH ADJACENT
2. THE GENERAL CONTRACTOR SHALL PERFORMALL WORK IN ACCORDANCE WITH THE SURFACE.
CURRENT EDITION OF THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" T,4<E 5
AIA DOCUMENT A201.
o I L CHANGE
3. THE CONTRACTOR SHALL, UPON DISCOVERY, GIVE WRITTEN NOTICE TO THE ARCHITECT OF
ANY MATERIALS, EQUIPMENT, OR DESIGN FEATURES WHICH HE BELIEVES TO BE
INADEQUATE OR UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, OR RULES AND 2 1
REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION OVER THE WORK, AND OF ANY INDEX Or- DRAWINGS
ITEMS OR WORK OMITTED FROM THE DRAWINGS. 12 14 9
4. ALL SUBCONTRACTORS SHALL USE ONLY SKILLED CRAFTSMEN, EXPERIENCED IN THE 11 12 14 11 9 11 12 14
WORK OF THEIR TRADE, TO ENSURE FIRST CLASS WORKMANSHIP. ANY WORK NOT EQUAL
TO BEST TRADE STANDARDS SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL TI TITLE SWEET/ SITE FLAW FLOOR PLAN
COST. SHOULD ANY SUBCONTRACTOR REFUSE TO REMOVE AND REPLACE
UNSATISFACTORY WORK, THE CONTRACTOR MAY REMOVE AND REPLACE IT, AND CHARGE lo THE COST TO THE SUBCONTRACTOR Al I AI EXTERIOR ELEVATIONS AND DETAILS
CONNECT TO
24
5. IT 15 THE GENERAL CONTRACTR'& SOLE RESPONSIBILITY TO DETERMINE ERECTION EXISTING SPARE i i AZ SECTIONS / DETAILS AT LUBE TRENCH / PIT
PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF PEOPLE AND OF THE BUILDING 20 AMP BREAKER I I -23
AND ITS COMPONENT PARTS DURING CONSTRUCTION. THIS INCLUDES, BUT 15 NOT LIMITED
TO, THE ADDITION OF WHATEVER TEMPORARY BRACING OR TIE DOWNS THAT MAY BE
NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY
OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. U 122}�i��� IIII `�� 22 I U 13 I I
I i
6. ALL PRODUCTS AND PARTS SHALL FIT TOGETHER NEATLY, WITHOUT DAMAGE OR 19 I t--� -� I GENERAL NOTES
DISFIGUREMENT. EXCEPT FOR SPECIFIED CURVED SURFACES, ALL PRODUCTS AND PARTS I I z I II I z I
SHALL BE CONSTRUCTED/ FABRICATED AND INSTALLED TRUE, IN LINE, AND PLUMB. ALL I I I �� I IIII 21
NON CONFORMING WORK SHALL BE REJECTED AND RE -ACCOMPLISHED BY THE GENERAL I W- I I ��- I
CONTRACTOR AT NO ADDITIONAL COSTS TO THE OWNER L ZE J Iljj I Z� I " - - ALL EXISTING LANDSCAPE AREAS SHALL BE GLEANED AND
16 L----� 1 4 3
O I I O� DE -WEEDED AS REQUIRED. EXISTING TREES SHALL BE PRUNED AS
--_---------`
1. ALL WORK SHOWN ON THE DRAWINGS SHALL BE CONSTRUCTED OF NEW COMPONENTS. REQUIRED. PROVIDE A $1,500 ALLOWANCE IN BID FOR LANDSCAPE
l l —
8. ALL BIDS SHALL BE PREPARED FROM A COMPLETE SET OF 26 WORK
CONSTRUCTION DOCUMENTS. IIII 25 2 5
IIII \\
COMPLETE SETS OF DOCUMENTS SHALL NOT BE BROKEN UP FOR BID PURPOSES. SUCH IIIIII
ACTION MAY RESULT IN A LACK OF INFORMATION IN REFERENCE TO THE SCOPE OF WORK 21 \l\` 21 I
TO BE PERFORMED. �
1— ROJC 1t �OpGh
9. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO PERSONALLY FIELD I I i iii I I I 1
INSPECT THE PROJECT SITE PRIOR TO THE PREPARATION AND SUBMITTAL OF HIS BID. F-----_� ii%F-
THIS INSPECTION IS REQUIRED SO THAT THE CONTRACTOR SHALL BE TOTALLY FAMILIAR I I I I I I IIII I I I
WITH THE EXISTING CONDITIONS AND THEIR INTERFACE WITH THE NEW CONSTRUCTION AS I I I I I I IIII A2 I I I
DEFINED IN THESE CONSTRUCTION DOCUMENTS. I I I I I I IIII I I I I
I I IIII RENOVATION OF AN EXISTING FREE STANDING BUILDING.
I I i 2 jllllj p3
10. UNLESS OTHERWISE SPECIFIED, THE G.C. SHALL FURNISH A WRITTEN GUARANTEE FOR ALLI I
WORK (EQUIPMENT, MATERIALS, AND LABOR), AGAINST ANY DEFECTS IN SAID WORK FOR A i r- J ; N
PERIOD OF ONE (1) YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION, WITH ALL 20 h =E=J� �`\_:F-- Z �j i i O EXTERIOR SIGNAGE BY OWNER UNDER A SEPARATE PERMIT.
APPROPRIATE REPAIRS R REPLACEMENTS AT NO ADDITIONAL COST TO THE OWNER - O
IL IT SHALL BE THE RESPONSIBILITY OF THE G.G. AND/OR CONTRACTORS TO COMPLY WITH 21 U li J 6
ALL THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1910 BY
THE U.S. DEPARTMENT OF LABOR, AND REQUIRE ALL ITS SUBCONTRACTORS AND�\� A2
EMPLOYEES TO COMPLY WITH THIS LAW, AND ANY RELATED STATE OR LOCAL LAWS. I it �F �� �yi �$ II �F II
12. THE DATA GIVEN HEREIN AND ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED. L� i I i 4 - i 12 14 O
THEIR ABSOLUTE ACCURACY 15 NOT GUARANTEED, AND THE G.G. SHALL OBTAIN EXACT _ -- _Q _ I I =Q�
LOCATIONS, MEASUREMENTS, LEVELS, ETC. AT THE SITE AND SHALL SATISFACTORILY cT rD l
ADAPT HIS WORK TO THE ACTUAL CONDITIONS OF THE BUILDING. DO NOT SCALE PRINTS. j<18T1NGI I 24 0
VERIFY ALL DIMENSIONS WITH THE ARCHITECT PRIOR TO COMMENCING WORK. SPARE.'2 MP J
RE I
13. THESE DOCUMENTS AND THE INFORMATION CONTAINED HEREIN SHALL NOT BE ALTERED IN
ANYWAY BY THE CONTRACTOR OR THE OWNER ALTERATIONS SHALL BE MADE ONLY BY 1
THE ARCHITECT OF RECORD.
II 12 14 IS 11 12 I4 18 11 12 14 /'�f' PROJECT
�� SITE
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SCALE: I/8" = I'-0" 1519 SF. o SCALE: I/16" = 1'-0" LOCATION MAP
KEYED NOTES
OAPPROXIMATE GRADE / PAVEMENT
20 EXISTING SIGNAGE TO BE REMOVED
OEXISTING TRIM BANDING TO BE REMOVED
q. 2 2
O EXISTING LIGHT FIXTURE TO BE REMOVED
OEXI5TING EXTERIOR WALL 5Y$TEM
ONEW SIGNAGE PROVIDED BY OWNER UNDER SEPARATE PERMIT
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'F=1 j r -i SYSTEM.
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------------------------ 10 PATCH AND REPAIR EXISTING WALL AS REQUIRED To RECEIVE
I' 'I --------------'I„ 'I:, ----------- I• I O
------___-- t,,.' L: NEW PAINT AND TO LOOK LIKE NEW
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----- ----- MOUNT FIXTURE AT 110" A.F.F. TO CENTER OF THE FIXTURE TYPICALLY.
12 NO WORK IN THIS AREA
I 9 9 3 8 3 8 3 13 NEW OVERHEAD DOOR SYSTEM PROVIDE ALL HARDWARE FOR AOCOMPLETECASP BYB� INNER
2 EXISTM / DEMO EAST EXTERIOR 'ELEVATION I EXISTM / DEMO UAEST EXTERIOR ELEVATION
SCALE: 1/8" I'-0" O SCALE: 1/8", • 1'-0"
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03 EXISTING/ / DEMO SOUTH EXTERIOR ELEVATION E NOTES
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I. GENERAL CONTRACTOR TO VERIFY ALL GRADE ELEVATIONS.
2. MAINTAIN INTEGRITY OF ALL EXISTING STRUCTURAL ELEMENTS AS
REQUIRED. CONTACT ARCHITECT WITH ANY 155UES UPON DISCOVERY.
3. ALL NEW BRICK VENEER To BE APPLIED TO EX15TING EXTERIOR WALL
AS PER MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO FIELD
VERIFY EXISTING CONDITIONS AND COORDINATE AS REQUIRED.
CONTACT ARCHITECT WITH ANY CONFLICTS IN WRITING UPON
6 6 DISCOVERY.
4. PROVIDE PROPER FLASHING AT ALL REQUIRED AREAS TO ENSURE A
WATERTIGHT CONDITION. FLASH AROUND ALL ROOF PENETRATION5 AS
P-2 P-2 REQUIRED.
5 REPAIRED AS
REQUIRED PREPARE TO RECEIVE NEW PAINT
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LONGITUDINAL SECTION TH U LU51-= TRENCH
SCALE: 3/4” = I' -ID"
REVISIONS
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Date: 08. 17. 16
Scale: AS NOTED
Project Mgr: RA
Drawn: DJB
Job: 16077—R
Sheet
A2