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MAP SHOWNG SURVEY OF
LOT 26, BLOCK 11, PLAT No. 1, SUBDIVISION nA", ATLAN11C BEACH AS RECORDED IN PLAT
BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
10 40
SCALE:
1 20&
LO-T
LOT
25
LOT
0.
SELO
LO-T V 49-96 0.7'
A:
LO'T
0.
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f P 0.6 140 cw
10.0! OIL
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0. P gio.7 - Z� 200.00!
10.8 A0.5 wt- set 1/f COAST
f P5 inm. CAP%672 00.0d TO ENS'T
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12! .06 So! dGkil Of
NOTES
C"i
IftotA 1. THIS IS A BOUNDARY AND TOPOGRAPHIC
SURVEY WITH TREE LOCATION.
2. NO BUILDING RESTRICTION LINES PER PLAT.
BESW 197
SET -12 G. 3. NORTH PROTRACTED FROM PLAT.
oum L133ro
FO 4. INTERIOR ANGLES PER FIELD SURVEY AS
pig V40 CAP FEE) C."0114 jj.0s
ELE14X FOLLOWS:
A - 89*56*1 r E COPY v
C_=:� cr,
B = 90*04150
C = 89*59'33"
THE PROPERTY SHOWN HEREON APPEARS D - 90*00'00*
TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE 5. BENCH MARK USED IS A NAIL IN A 36" LIVE
THE 500 YEAR FLOOD PLAIN) AS WELL AS OAK IN THE MEDIAN OF PLAZA IN FRONT OF
CAN BE DETERMINED FROM THE FLOOD RESIDENCE No. 371. THIS SURVEY WAS MADE FOR THE BENEFIT OF
ELEVATION - 12.32 N.G.V.D. 1929 ES
INSURANCE RATE MAP COMMUNITY PANEL SET BENCH MARK AS SHOWN. JAM A,-,, ,,BLEDSOE, JR.
No. 120075 0001 D, REVISED APRIL 17, 6. ALL FENCES ARE 6' WOOD PRIVACY. UNLESS
1989 FOR THE CITY OF ATLANTIC BEACH, LABELED OTHERWISE.
DUVAL COUNTY, FLORIDA.
DORN W.'660'MIGHT, P.S.M.
-NOT VAUD WITHOUT THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A FLORIDA FLORIDA UCAORVEYOR and MAPPER No. LS 3295
LICENSED SURVEYOR AND MAPPER.* FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
CHECKED B=Y-.-l[nLE-. 2QI 3-0=1 BY.. BOATWRIGHT LAND SURVEYORS, Inc. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241 -8550 DAV-1 APRIL 4. 2013 SHM7 1 OF 1
2 7 LD R-Aym zwc
Garage with Guest Room and
Bcsic Design Parcmeters Office / Storage Room WOOD FRAMING :
1. ALL HOOD FRAMIN65HALL BE FABRICATED AND INSTALLED PER ATIC
AND TPI AND NAT10NAL DESIGN SPECIFICATIONS FOR P4000 CON-
DESIGN LOADS: STRUCTION.
THE STRUCTURAL SYSTEM HAS BEEN DESIGNED IN AC60RDANCE NTH THE Renovation 2. ALL STRUCTURAL P4000 MEMBERS SHALL BE SOUTHERN YELLON PINE.
UNLESS NOTED OTHERNSE.
RI-EGUIREMENTS OF THE 2010 FLORIDA BUILDING WOE . THE FOLLOHIN6
P41NO LOAD RECIUIREMENTS, IN A;CCOI;0ANCE P41TH 2010 FLORIDA BUILDING 3. UNLESS NOTED OTHERNSE THE FOLLOKIN& MINIMUM GRADES 514ALL
WOE - BUILDING,CHAPTER 16,5TRUCTURAL DE-516NSECTION 160q AND BE USED:
ASG-E,1-10,HERE USED IN THE DE-516N OF THE 5TF4,CTURE- A. STRUCTURAL LIGHT FRAMING 51ZE 2' TO 4" THICK X 2" TO 4"
HIVE;NO. 2 NON-DENSE OR BETTER.
STUDS 51
THE FOLLOKIN67 SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED: B. ZE 2" TO 4" THICK X 2" TO 6" HIVE;NO. 2 DENSE OR
355 Plaza Street BETTER.
ROOF: LIVE LOAD- 30 PSF C. 5TRWTU;ZAL JOIST AND PLANKS SIZE 2" TO 4* THICK X 5n TO
DEAD LOAD- 25 PSF 8* HIVE-NO 2 OR BETTER-11" TO 12" HIDE;NO. I OR BETTER-
D. L16HT Fk,�HIN6 SIZE 2" TO 4' THICK X 5" TO 4' HIDE;NO. 2
LIVING AREAS: LIVE LOAD-40 PSF NCIN-DENSE OR BETTER.
DEAD LOAD-15 PSF Atlantic Beach, FL 32233 E. STUD GRADE S.P.F. CAN BE USED IN LIEU OF SOUTHERN YELLOH
PINE FOR STUDS ONLY.
HIND: SECTION 160q OF THE 2010 FLORIDA BUILDING 4. PLYY4000 SHEETING SHALL BE APA STRUCTURAL I GROUP I SIZE
CODE FOR THE 120 MPH HIND ZONE. AND SPAN RATING AS WHN ON THE DRAKINC-6. 'k7AIL P41TH 80
CHAPTER 3 (USE 4 OCCWAWY NAILS (COMMON OR GUN) AT b" O.C. ALONG PANEL EDGE AND 12" O.C.
AT INTERMEDIATE SUPPORTS.
GROUP OCACUPANCYi "R"
5. ALL HOOD MEMBERS EXPOSED TO HEATHER OR IN CONTACT HITH
CHAPTER 5(BUILDING HEIGHTS 4 AREAS Permit Set 9- 16- 13 MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE TREATED.
HEIGHT ( 20 FT 6. CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES A6 5HOHN
ON THE DRANWS6 AND A6 NECESSARY AND SUITED FOR EACH
CHAPTER 6 (TYPE OF CONSTRUCTION APPLICATION. FASTENINGS SUBJECT TO MOISTURE SHALL BE HOT-
TYPE OF CONSTRIkCTION: NB) DIP GALVANIZED TO ASTM A-153-60,OR STAINLESS STEEL.
FULLY ENCLOSED -7. ALL METAL CONNECTIONS AND FABRICATION5 SHALL COMPLY H"
IMP = I AISC SPECIFICATIONS.
EXP=C ROBERT G.MORGEN JR. ,P.E.
RISK CAT#2 8. SOLID BLOCK ALL JOISTS AND RAFTERS AT POINTS OF SUPPORT.
ALL P41NOOH FLASHING HILL BE IN AC40RD TO RES. FBC 2010 SECT R #58118 q. PREFABRICATED STF44,TURAL TRUSSES SHALL COMPLY Pin NFPA
'703.8 1928 RIVER LAGOON TRACE NATIONAL DESIGN SPECIFICATIONS FOR P400D CONSTRUCTION TPI
Hoob
DESIGN SPECIFICATIONS FOR METAL PLATE-<,ONNECTED
LCLEU nri n
3 Er
METHOD I FENESTRATION MANUFACTURERS DESIGN G ST. AUGUSTINEy FLORIDA 32092 TR1F_6E5 AND AITC 100.
STRUCTUIZAL CALCULATIONS USING GRAVITY LOADS HAVE 1 0 9 0
-el W1
BEEN PERFORMED IN THE DESIGN OF THIS STRLC TIRE. 11 904-814-7633
bid#=m kn&%W ,rj 0 '1 i 1 1, 10. ALL TRU55E55HALL BE DESIGNED AND CERTIFIED BY THE TRUS5
CODE COMPLIANCE- 1 1 ENGINEERING9 I C. CJL#25903 MANUFACTURERS STATE OF FLORIDA REC715TERED ENGINEER.
THE STRUCTURAL SYSTEM FOR TH15 BUILDING HAS BEEN It. CONTRALTOR SHALL CORRELATE HITH TRUSS MANUFACTUIRLR To
DESIGNED IN ACCORDANCE KITH THE FOLLOHIN6 CODES FV 3817 WAHOO DR. ST.AUGUSTINE,Fl.32084. PH,(904)825-0123 FAX(904)825-0124 www.powers-design.com ENSURE THAT ADE(ZATE BEARING 15 PROVIDED AT END REACTIONS
OF ALL 61RDER TRUSSES.
4 AS NOTED: 12. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAKIN66-6 TO THE
1) THE 2010 FLORIDA BUILDING CODE C40NTRACTOR AND DE-516-NER FOR REVIEH AND APPROVAL PRIOR
TO FABRICATION. CONTRACTOR SHALL BE RESPONSIBLE FOR
FIR 0 VERIFICATION OF DIMENSIONS,MATERIALS AND CONDITIONS.
13. AT VOLUME CEILING CONDI 610N&AL 16SE-5 To PROVIDE A
SMOOTH AND UNBROKEN IN IL PXTR
NOTES: SURFACE FROM FLOOR
TO CEILING.
ROOF VENTILATION- 14. BRALE TRUSSES DURING ERECTION AND AFTER PERMANENT
INSTALLATION TO COMPLY NTH TPI BHT-16.
ROOF VENTILA11ON TO BE IN ACCORDANCE P41TH FBC SECTION R&O6.
THE TOTAL NET VENTILATION AREA5HALL NOT BE LE55 THAN I TO 150 OF THE 15. MICRO-LAMIS (OR EGUAL PARAL SHALL BE
USED KHERE SPECIFIED ON ENU�FWA)ND INSTALLED
AREA OF THE SPACE VENTILATED EXCEPT THAT THE TOTAL AREA 15-MRMITTE12 17th S1 x
To BE REDUCEr,> To I To 3oo,PROVIDED AT LEAST 50 PERCENT AND NOT IN AC40RDANCE P41TH MANUFACTURERS RECOMMENDATIONS.
r%
al S1 ANY EDGES OR ENDS EXPOSED To THE 01EATHER SHALL BE
MORE THAN bo PERCENT OF THE RE6IUIRED VENTILATION AREA IS PROVIDED BY rn C(ff PROTECTED BY THE INSTALLATION OF 36 GA.,MIN.,GALVANIZED
VENTILATORS LOCATED IN THE UPPER PORTION OF THESPACE AT LEAST 3 FEET selva STEEL FLASHING.
Braze
Countr
y
ABOVE THE EAVE OR CORNICE VENTS Y41TH THE BALANCE OF THE REGUIRED 16. SPLIGES IN 1-ULTI-BOARD CONTINUOUS BEAMS SHALL BE ALLOHED
nn
ik FOR ONE BOARD ONLY PER SPAN AND ONLY AT THE GUARTER
VETILATION PROVIDED BY EAVE OR CORNICE VENTS. lel is* POINT OF THE SPAN,UNLESS SHOHN OTHERHISE.
ille
SHEAR HALLS - St
ALL EXTERIOR HALLS ACT A6 SHEAR HALL5. ALL HALLS 00 NOT CONTAIN 0 CoUntry club Ln
SPECIAL CONDITIONS. THE EXTERIOR
OPENNING SIZES THAT HOULD HARRANT 51h St
5HEATIN6 MEETS THE SHEAR HALL NEED. Simmons Rd rn
DbreZk, 'n W 14th St
13th St
GARAGE RESIDENCE SEPARATION REGAARMENTS 12thSt
aARACvF.15TUPI0
Ardcqla Rd
IMS
th Sl,�_, 4
SEPARATION MATERIAL Danner Rd Don"r&Rd CL
a
S%
From the residence and attics Not less than 1/2-Inch 5 Siliffish or it *� V,�, LANTIC DRAWING LOG LEGEND
gypsum board or equivalent ttp", EACH
Arnberj,.6
applied to " garage side -kA SHEET ISSUED FOR CURRENT SUBMITTAL
Plaza
BOrlita Ad 9 9 ia
Cn
From all habitabie rooms above the garage Not less than 5/8-Inch 7 OR REVISION
pja%a
Plaza St
TWe X qWsum board or equivalent Plaza st
�Plaza st
7- Bth S1 E SHEET ISSUED WITH NO REVISIONS FROM
ATLANTIC .0 a) YJ
5tructure(s) supporting floor/callIng assemblies BEACHES Redfin Dr W 7th St CL L PREVIOUS SUBMITTAL OR REVISION
used for separation required byl this section Not less than 1/2-Inch Sabalo Dr 10 viklwtt; SHEET DELETED FOR CURRENT SUBMITTAL
qg:isum board or equivalent ralb St
PZ 9 OR REVISION
GL
Garages located less than 3 feet from a dwelling cuflass N Z
unit on the same tot Not less than 1/2-inch 0 5th st
3!pwm board or equivalent
applied to the Interior side of exterior walls that 4th S1
05 0 0
are within this area TrFtOn Rd (n tP 3rd S1 rn ARCHITECTURAL
vecuna Rd S..; QP tk
1 COVER NOTE, CODE
4, Ab SA 0.
Cavalla Rd
I
0 ALI EXISTING/FLOOR PLAN
rn
4
Lake F orest 0 AI.2 ROOF PLAN/ELECTRICAL PLAN
COPERMOUIREMENTS Shopping Center Sturdivant St NW(n St On 0 A2.1 ELEVATION
2010 FLORIDA RESIDENTIAL BUILDIN65 CODE Atlantic Blvd Atlantic Blvd 0 A3.1 WALL SECTION, DETAILS
03)
2010 FLORIDA FIRE PREVENTION COL-?E
NFPA 1, UNIFORM FIRE CODE, FLORIDA EDITION
NFPA 101, LIFE SAFETY CODE, FLORIDA EDITION VICINITY MAP
2008 NATIONAL ELECTRIC CODE
8
NOTE: 13UILDIN& DE16N 15 ENCLOSED :sow C
-C
lu 04
or". IOU
a
CC=
C.D
ocl 6
. 4t
U ,
x U W
W
Z
N9
23
401-311
25 91 1 1 V00141D 27 Iftoo -71-41
0. SO CAP 1,
ne-'D PIPE, ZZZZZZZ/l
0.7
4 0.3!
DN
-aJE to PEM0. LwMG7MNP
re
ado
CC
CON shov4
0. EX15TIN(5 GARA6E BUILDIN6 TO BE REMODEL
r
Cc)
&Ue5 t RM
12' x 12'
tQ 12
M. Both
C14I
81-511 F3
SPENERAL NOTES
2-3068
GONTRAGTOR SHALL VERIFY ALL DIMENSIONS 5HOPqN ON bifold
9 BPI 31- [ 4'��
THE DRAYqIN(55 AND OBTAIN ALL MEASUREMENTS REQUIRED FOR
PROPER EXEGUTION OF PqORK. 868
SIX) 7-4 2 R45
closet CN
1-0
DEMOLITION / RESTORATION ITEMS MAY NOT BE ALL INCLUSIVE. U)
THE DEMOLITION 0ONTRACTOR SHALL REVIEVq THE REQUIREMENTS
OF NEP4 GON5TRUCTION AND COMPLETE ALL DEMOLITION 206 2868
Cot4CIRE'M -c 1
RESTORATION, GUTTIN6 AND PATCHINC7 NECESSARY TO ACHIEVE bifold
INTENDED NEP4 C-ONDITION AND allALITY. 3068
GAP AND PLU6 PIPE AND OTHER CONDUITS ABANDONED DUE TO
10.0 20 51001
1p��1111 DEMOLITION, Y41TH APPROVED TYPE CAPS AND PLU65 AS 00 Office
p pLtA REQUIRED BY THE UTILITY ONNER5. BAGKFILL AND GOMPACT 211-5" CW) 12' x 12'
14; DEPRE55ION5 CAUSED BY EXGAVATION5, DEMOLITION, AND
-A P NL W-, REMOVAL
--b �"o 25' x 18' Both 2
U) -4 10 It -
J;1 U) (14 �0 ITEMS OR MATERIAL5 TO BE 5ALVA6ED SHALL BE AS INDICATED 2'-11 1/8 - 11
0 0 411 ON THE C,0NTRACT DRAV41NC75 AND/OR IN THE CONTRACT 12'-5"
00 'A10-6 0 -n L
-Z 1;0 C) 5PEGIFICATION5.
If PALM
-;0 -.11
0
9 STatAE
G PROTECT METALLIC, GOATINC75 AND ADHERINC7 CONGRETE FROM 00
ILA 5ALVA(9EV ITEMS. REPAIR, OR REPLACE NITH NEV4 MATERIAL, q'x-l' O.H. Of;Z.
5ALVAC7ED MATERIAL DAMA6ED OR DESTROYED DUE TO
If P C41IL4 1 (14.-
CONTRAGTORS NE61-16ENGE, AS DETERMINED BY THE ARCHITECT/
6
EN61NEER. �4— 1% +
0
DISPOSE OF REMOVED MATERIALS, KA5TE, TRASH, AN12 DEBRIS IN
A SAFE, AOCEPTABLE MANNER, IN ACCOf;VANCE KTH
-712 APPLICABLE LAPG AND ORDINANCES AND AS PRE5CFZIBED BY
Y. Sjot4E -7 JURISDICTION. Utility -5torage
AUTHORITIES HAVINC new new patio %Z
iA. 27 P architectural
0.6 REMOVED MATERIALS, TRASH, AND DEBRIS SHALL BECOME THE deck pavers
posts
PROPERTY OF THE GONTRAGTOR AND SHALL BE REMOVED FROM raised
7--
0 THE PROPERTY AND DISPOSED OF IN A LE(5AL MANNER.
A n
e(�VVEID LOCATION OF DISPOSAL 51TE AND LENOTH OF HAUL SHALL BE F% V
C)
THE GONTRACTOR'5 RESPONSIBILITY. 16-4" Il- utility rm opens to outside
Al().7 CONTRAGTOR SHALL FIELD VERIFY ALL DIMEN51ON5/DOOR AND 10 1/2" 10 1/2 0
10.8 ViINDOVq LOCATIONS PRIOR TO GONSTRUCTION for home #1 use
SEf qI-1011
$NONE P ALM 81-211 31-511: 21-411 .2--v L2--o,, L
REPAIR SURFAGE-5 DAMA6ED 00 TO RENOVATION AND NEPq
ALIA F;ii1%R C CONSTRUGTION TO MATCH EX15TIN6 ADJACENT OR CONTIWOL')'5'F'11115H. 154-111 121-211 41-011 o
A&M OMNI
Foul REMOVE ALL EXTERIOR 510INC7 AND FILL 4 REPAIR k4ALL AREAS
-A 1 .7 1C).7 NO THAT REQUIRE V40RK 70 0
50-
0
FIE0
001 Iry
srr-*T L93672
LJO z
PLRo
pUBUC <
>
Proposed Floor Plan 0
RIG"T OF 'NP SCALE: 1/4" 1'-0" z
UJI
0
PIPE,
pgy'
3ro-72 L L L L L L01
-D
CAP 08 G-V
IRED
E�_Ev A
- - - - - - - - 06
opoque gloss
not used
FU
z
0
existing site Plan
>
ui
50ALE: N.T.5. ix
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
2 t:; -,-,z
kNitidow Sahedule
Lij
Uj
Q
T�-TS TRAWTV TS AN T NS T I,t
FF SFRVT(-,F & T�-F FRF-FFR-
FFWFRS & S�-Al I RFMATN T�
FRFFFRT�, TI--F ( SF FF T�-1
TRAWTN(-- S�-Al I T�F RFSTRT(
TF T�-F FFT(--TNAI STTF FFR
TT IS FRFPARFT' ANT F1 P1 U
T�-FRFFF T'� F�FRFSSl � I 11�/
T F I r- I
RGM Engineering, Inc. 45q-A5l.dv4q
1928 River Lagoon Trace 125
St. Au 32092
JE14GINEERING,_ 3
Ro rt ge r., E.
t
CA
!2=
su�
�h
W t-5
C10
3068
rT
58118
EXISTIW5 ROOF SYMBOL LEGEND
r- ------------------------------------------------------- --n
220V RECEPTACLE N&:3 ELECTRIC PANEL
SVqITCH, 5INC7LE POLE
T TELEPHONE RECEPTACLE/DATA
NOTE, THE ROOF TRIJ55 LAYOUT ON THESE PLANS 5NITCH 3 NAY
ARE SCHEMATIC, DES16N!S ONLY. IF THE FINAL TRUSS MTv TELEV15ION JACK
MANUFACTUIREW5 LAYOUT DRANINC6 DIFFER IN CEILIN67 FIXTURE
CONIFICSURATION OR BEARIN6 POINTS FROM THIS
PLAN, IT IS THE RESPONSIBILITY OF THE GENERAL RECESS FIXTURE EXHAUST FAN
CONTRACTOR TO HAVE SAID TRUSS MANUFACTIURER'5
DRANINC-5 REVEIPqED AND APPROVED BY THE
STRUCTURAL ENC71NEER OF RE-CORD, BEFORE THE NALL MOUNTED FIXTURE
CONSTRUCTION OF THE ROOF SYSTEM. FAN 4 LI&HT
0 DUPLEX RECEPTACLE
UPSIP
ALL OVERHANG-75 TO qP NEATHERPROOF RECEPTAGI E SMOKE DETECTOR
BE 16", TYP. U.N.O. V,
(5FI CARBON MONOXIDE DETECTOR
ROOF 5sI2 PITCH 3:12 PITCH 6ROUNDFAULT
LU EXISTIN6 ROOF
_j j _j
CD CD - (D THERM05TAT
<1 ————————— ————————————— — CEILIN& RECEPTACLE
< (6ARA&E DOOR)
__0 DOORBELL
x
LU SPECIAL PURPOSE CONN
rm—w 3b 9-00 36" VANITY Llr7HTIN(5 (5EE 5PE05)
24" CL6 MNT FLUOR. LT, FLOODLIC714T - MOTION DETECTED
NRAPPED
LU
T
Fz 1 -1 1
-— -—-- panel
200 amp 1. LIC-HT5, FANS, SMOKE DETECTORS, A/C 5UPPLIE5 4 RETURN AIR5
mbp TO BE PLACED ON GENTERUNE5 OF DOORS, 16101615 4 HALLKAY5,
40 space TYP UNO
2. THE ELECTRIC 5NITCH AND RECEPTACLE LOCATION ON THIS
0 DIC7 MAY NOT BE ACCURATE. 5EE ONNER FOR EXACT
.6 LOCATION AND QUANTITY.
N, dom sHitch 3. CONTRACTOR TO PROVIDE ALL NECE55ARY BLOCKIN(5 FOR ALL
jarb a
4 V2' 4. CONTRACTOR TO SUBMIT 5AMPLE-5 OR PRODUCT LITERATURE FOR
ACCE55ORIE5 50HEDULED
2 2n pvc to fpI ufor
ACCESSORIES TO ONNER FOR H15 REVIEN 4 APPROVAL PRIOR TO
rabor Cc ILI ORDERIN(5. FAILURE TO MEET THIS REQUIREMENT COULD RESULT IN
v4ater REJECTION.
ground ground 5. SEAL ALL MIRROR E06155.
V_ NOTEa
L J ALL DIMENSIONS ARE FOR note. all equipment shall have alc rating of 22,000 rms MEN"
ROUC-M FRAHIW_7 I
1 121-211 41-011 14 ELEGTRIGAL R15ER DIA&RAM NT5
NEN ROOF EX15TINC, ROOF NEN ROOF ELEGTf;ZlrAL DETAIL
10' PLT. lo, PLT.
4:12 PITCH 6:12 PITCH
a/c pad
Roof Plan
50ALE: 1/4"=I'-O" a/c disconn.
Hose BIW
+ 0
. .z
70
NEN b" REVEAL
HARDY WARD
2x8 YP R106E BEAM
r2xb YP R106E LOGK!5 MIN. &Ue5t RM
10d IRS NAILS EACH SIDE
2xb YP RAFTERS KjQath
,OLLAR TIE MIN. 4
2xb YP C 0)0
10d R5 NAILS EACH 51DE C7F
-ARTIE AT RTMMAN METAL ROOFIN(5 OVER lxb PURLINS
I
SPACED AT 24" CENTERS a-Box rloset
PURLIN5 TO BE NAILED PV 2 - 10d
TYPICAL CONVENTIONAL R56 NAILS AT EVERY RAFTER
FRAMED ROOF SECTION
BIRDSMOUTH NOTCH IN RAFTER
'o
o'
N,
GENERAL NOTES :
0 Off ice, cn
\-6FI 110
1) CONTRACTOR SHALL COMPLY V41TH ALL APPLICABLE LOCAL, STATE, AND FEDERAL 12) DRANINC75 ARE NOT TO BE SCAI ED. MTTEN DIMENSIONS ARE TO BE FOU OVED.
BUILDIN167 CODES. z
0
13) ALL DIMENSIONS ON THE DRAP41NC75 ARE BASED ON NOMINAL 51ZE5 OF MEMBERS AND 6�2
2) ALL NORK, MATERIALS, AND EQUIPMENT UTILIZED IN TH15 PROJECT SHALL BE INSTALLED IN 51VEN TO THE OUTER FACE OF SUCH MEMBERS, NOT TO FACE OF FIN15 It n
ARE C AND H >
STRICT ACCORDANCE NITH THE MANUFACTURERS RECOMMENDATIONS AND 5PECIFICATION5. MATERIALS UNLE55 OTHERPqI5E NOTED ON T14E PRANIN65.
LU
loe ce
3) ALL V40RK IN TH15 PROJECT SHALL CONFORM TO STANDARDS PIJ13LISHED BY REC06NIZED 14) CONTRACTOR TO SUBMIT SHOP DRANING5 FOR APPROVAL BY THE ONNER BEFORE
PROFESSIONAL AND INDUSTRY OR6ANIZATIONS. COMMENCIN66 FABRICATION AND/OR INSTALLATION OF ALL APPLICA13LE ITEMS OF
CONSTRUCTION. ALL SHOP DRANIN65 DIMENSIONS SHALL 13E FIELD VERIFIED,
W7 AND N&
4) CONTRACTOR SHALL 13E RESPONSIBLE FOR V15TINC7 THE 51TE PRIOR TO BIDDI FAMILIAIRIZI REVIENED AND APPROVED BY THE CONTRACTOR BEFORE 9JBM155ION TO THE ONNER.
HIMSELF V41TH ALL EX15TIN& CONDITIONS EFFECTIN65 THE NORK. INCLUD,111465 13UT NOT LIMITED TO PRI\ATE
AND PUBLIC UTILITIES, ON AND OFF 51TE ACCESS, ROADS, AND OTHER SUPPORT FACILITIES.
15) ALL METAL FLASHINC7, 6RAVEL STOPS, SCUPPERS, 6UTTERS, DOI)UT5, ETC. SHALL i __7
--,!--_ - �-".
5) CONTRACTOR TO REMOVE, RELOGATE OR REROUTE AS NECESSARY ALL ELECTRICAL, HATER&AS, BE FACTORY FIN15HED AND INSTALLED AS PER THE MANUFAGTURS RECOMMENDATIONS.
Hose bb
CL
OR ANY OTHER UTILITY LINES ENCOUNTERED DLRIW.7 CON5TRLICTION.
16) CONTRACTOR TO FURNISH AND INSTALL ALL REQUIRED HOOD BLOCKIN65 FOR NALL
6) CONTRACTOR TO NOTIFY THE ARCHITECT IN MTIW-v IMMEDIATELY OF ANY UNEXPECTED OR MOUNTED TONEL BARS, PAPER HOLDERS, &RAB BARS SHELVES, VANITY AND COUNTER T
Uj
UNKNI CONDITIONS, ANY D150REPANCIE5, ERRORS OR OM155IONS ENCOUNTERED ON THE DRAVMN66 TOPS, CABINETS, MIRRORS, BATH FIXTURES, LI&HT FIXTURES, SILLS, ECT. AS CALLED 5toraqP _j
AND/OR 51TE PRIOR TO BIDDIN(5, BEFORE PROCEEDIN65 V41TH NORK AND/OR PROCEEDINIS WH FOR ON THE DRAININ66-6. Ut*11t9 Uj Z
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SHOP FABRICATION. FAILURE TO PROMPTLY NOTIFY THE ARCHITECT OF SUCH CONDITION5 SHALL 4 loll I
ABSOLVE THE ARCHITECT FROM ANY RESPONSIBILITY FOR THE CONSEQUENCES OF SUCH FAILURE. 1-7) BEFORE INSTALLATION, THE CONTRACTOR SHALL COORDINATE INITH THE ONNER, THE EXACT MOUNTIN(5
LOCATION AND HEI(5HT OF ALL 5NITCHE5, KALL RECEPTACLES, PLUC-6, TV OUTLETS, PHONE OUTLETS, AND .... .......... T�-TS TRAWTV-- TS AI
-1) PLUMBIN6, ELECTRICAL, AND HVAC INFORMATION ON THESE PLANS 15 DIA61RAMMATIC AND THE OMISSION
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ON AN ITEM DOES NOT RELIEVE THE CONTRACTOR FROM SUPPLYIW-2 SAME. DES16141 TO BE CAELKED ANY OTHER KALL MOUNTED FIXTUF;E. FFS'FRVT(-F & T�-F
PF-WFRS 8. 1 R�
BY MECHANICAL CONTRACTOR(S) AND ADJU5TMENT5 MADE ACCORDINC71-Y. 18) ALL INTERIOR JOINTS BETNEEN 01551MILAR MATERIALS OR FIN15HE5 5HAH RECEIVE A BEAD OF FRF-PFRTY, T�-F � S
8) CONTRACTOR TO OBTAIN NRITTEN APPROVAL FROM ARCHITECT OR ONNER PPJOR TO ANY C+W46C-5 CAULKIN(5 TO MATCH THE COLOR OF ADJACENT SURFACES. TRAWTNFS�-Al I �F
TF T�-F FRI(_-TNA1 S,
OR DEVIATION FROM THE DRANINC75. ACTIONS TAKEN V41THOUT THE KNOK-ED6E AND GOWENT OF Iq) ALL EXTERIOR JOINTS BETHEEEN DISSIMILAR MATERIALS OR FIN15HE-5 SHALL RECEIVE A BEAD OF TT T , PRFFARFT AN
THE ARCHITECT, OR IN CONTRADICATION TO THE ARCHITECTS PIORK PRODUC_,T OR RECOMM19VATION5 T�-FRFFF TS F_�PRF5
SEALANT TO MATCH THE COLOR OF ADJACENT SURFACES. TF 1�1 F'�- I 1�
SHALL BECOME THE RESPONSIBILITY, NOT OF THE ARCHITECT BIT OF THE PARTIES R155POWNIBLIE FOR
TAKIN65 SUCH ACTION. 20) ALL (5LAZINC7 SHALL MEET ALL LOCAL, STATE, AND FEDERIAL CODES. New Elec . Plan
7
21) CONTRACTOR(5) ARE TO SECURE ALL BUILDIN6 PERMITS AS REQUIRED, AND CALL FOR ALL CONSTRUCTION
cl) UNDER NO CIRCUMSTANCES ARE ASSUMPTIONS BY THE CONTRACTOR TO BE COWEADERED THE IDE516N SCALE: 1/4"=I'-O"
ND r
INTENT AND/OR APPROVAL OF THE ARCHITECT OR ENC71NEER UNLE-55 THERE 15 HFJTTEN APPROVAL BY INSPECTIONS.
THEM. 22) CONTRACTOR TO BE RE5PON51BLE FOR PAYMENT OF ALL UTILITY CONNECTION FEE5 AND ARE TO BE
00 43q-A5
13E INCLUDED IN THE CONTRACTORS BID FI(5URE.
10) CONTRACTOR SHALL PREPARE AND MAINTAIN ALL CONSTRUCTION AREAS, AS HELL AS THE SMRaMINC7
AREA OF THE SITE, FREE OF ALL CONSTRUCTION DEBRI5 AND/OR HAZARDOUS EG)JIUPHENT OR CONDITION5. 23) CONTRACTOR TO BE RESPONSIBLE FOR PAYMENT OF ALL COUNTY IMPACT FEES AND ARE TO BE 125
BE INCLUDED IN THE CONTRACTORS BID FlIOURE.
11) CONTRACTOR SHALL TAKE CARE TO PROTECT ALL ADJACENT ROADS, LAND5CAPIN6,
STREET LI(5HT5, MAIL BOXES, ECT. DURIN6 CONSTRUCTION AND V41H BE RESPONSIBLE
FOR ANY REPAIRS/OR REPLACEMENT IF REQUIRED.
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