556 Beach Ave 2011 foyer stairway U I =
MAP SHOWING BOA
NDARY SURVEY OF
�I�. 1,.•;I I I I, s A PART OF LOTS 3 AND 4, BLOCK 19, AT E
MANTIC BEACH, AS RECORDED IN PLAT BOOK
(ORDS OF DUVAL COUNTY, FLORIDA, MORE
I{ it
I I 5, PAGE 69, OF THE CURRENT PUBLIC RE
PARTICULARLY DESCRIBED AS FOLLOWS:
SIXTH STREET
FOR A POINT OF BEGINNING. COMMENCE ATr THE NORTHEAST CORNER OF SAID LOT 4;
RIGHT OF WAY) THENCE RUN WESTERLY ALONG THE NORTHFERLY LINE OF SAID LOT 4, A DISTANCE OF
50 FEET; THENCE RUN SOUTHERLY PARALL
FE,!L TO THE WEST LINE OF BEACH AVENUE, A
DISTANCE OF 60.02 FEET; THENCE RUN ETERLY PARALLEL TO THE NORTHERLY LINE
,i
OF SAID LOT 4, A DISTANCE OF 50 FEET Tji THE WEST LINE OF SAID BEACH AVENUE;
I I i iE3fiaflit
f I THENCE RUN NORTHERLY ALONG THE WEST- LINE OF BEACH AVENUE, A DISTANCE OF
60.02 FEET TO THE POINT OF BEGINNING.
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CERTIFIED TO: OCEAN BOULEVARD CONSTRIJkTlC N
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99
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PI POINT OF BEGINNING
N.E. CORNER, LOT 4
BENCHMARK:
LM DISK IN 10" WOOD
• POWER POLE AT 328 BEACH AVEN '
.00 (14.58)-, ELEVATION: 16.55) W)E.
1 T 4
I. s
j• I { � I' ri l , I `i, N.'ly LINE. l�l 0.6' 0(14.8) 4' WOOD FENCE—/ Z (14.6)
(TYPICAL) zi SET BENCHMARK:
14.6
� ;, zz NAIL & DISK IN ASPHALT IN FRONT
I--- PART OF LOT 4
p 4 i s I o xM U o OF THIS LOT, ELEVATION:(14.67)
a' I gg i W V N W000 N W
f i p I Q WOOD STEPS 7c
rr 4
i r , }� o u W
p Bk
Z �!I LANDINGit
w (DATUM NOT VERIFlED)
}I $ ! 0 WOOD a 5.2 10.2' O Z Q
LANDING �, O 3
k i
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!: �� ,� '' REMAINING PORTION OF LOT 4 p Q! 8.4-
IS co
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j i •al I , (NOT A PART OF THSURVEY) t° �j 5.7'_ 30.7' o
I I 3 1
(14.69)—�
• I f 14 1 z I`i' I , t In 46 a (14.94)y 00z 2
�i 19 1 1 I t
a' TWO—STORY i. <i� Z
VINYL SIDINGLJ
RESIDENCE „#556 N o Q O
2ND FLOOR F.F.E.:(22.47) V Q
1'7 3.0 (14.92)
O WOOD f 30.T ~ —, Z W
LOT 4 STEPS 7.9 NOTES:
I CONCRETE
- �� aI is � ' ,.j t •
�PAR
Q
LOT 315.0 Q W1a.9 ( ) m 1. RECORD PLAT SHOWS NOS AKIN RAN AR R ATI N HIP .
( ) BE GS 0 GUL EL 0 S So.20.6'
I a �! ? I fREON ARE ASSUMED.
I' i 11 E� f ,3 I , N89�38�27�E 50.0�� (la.s7)�. 2: ALL BEARINGS SHOWN H
F
W
CHAIN LINK
FENCE s
I
} f 3
I PORTION OF LOT 3 THIS
f REMAININGS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT.
} , NOT A PART OF THIS SURVEY THERE MAY BE ADDITIONAL EASEMENTS ANO/OR RESTRICTIONS THAT ARE NOT SHORN
4{ ( ) ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY
UNDERGROUND ENCROACHMENTS NOT LOCATED
THE LAND SHOWN HEREON IS IN THE SPECIAL FL
i,Eo e g i 1 }' ` ON FLOOD INSURANCE RATE MAP 0001 D FOR THE CITY OF D NTIC B ZONE OR AS SHOWN
i. 3 r ;r I1 y=1 (, TLANTIC BEACH, FLORIDA. DATED 04-17-89
1 {
ALL AMERICAN SURVEYORS OF FLORIDA. INC.LAW I
h^:k, yy , o- ..Pii I: , } u;I, i'}" k'k �`k 4 .--.wM..2,.•,
SUPVEYgRS— 8820 510U/f�GNV�PMItlfN61Y, 51NiE 4 — JK�lS1aNVlrL& fLO J??18 — 804/?Ta—OOEB — LK�71fSED lAl�B(/SINESS Na 357
-
a, - f I Legend _5
•
}Il+ a I P.R.M.- PERMANENT REFERENCE THE ABOVE LANDS
OVER SURVEYED UNDER MY RESPONSIBLE —
r f;-� j ', } !I 19„ j'' ! • COV. COVERED MONUMENT —
SUPERVISWN ANO DIREC —
.���, , �4
1
p FOOD. FOUND P.T. = PONT OF TANGENCY EXCTHAT THERE ARE NO ENCROACHMENTS
P.C. - PONT OF CURVE THEEMINI UM TPT AS ECHNICAL AND T THE SURVEY SHOWN HEREON MEETS —
MON MONUMENT PRC.: POINT OF REVERSE.CURVE ANDARDS SET FORTH BY-THE FLORIDA
LP. - IaoN PIPE P.cc. - PoarT of cDMPouND cuRVE BOARD OF PROFESSIONAL
RVEYORS AND MAPPERS PURSUANT TO ALL
LR. _ R00 9.R.L - BUILDING RESTRICTION UNE CHAPTER 472.027 / 1 17— FLORIDA, STATUTES.CORD ER 6 G 6. LO DA, S UES. AM/ER11i
F.P.&L.• FLORIDA POWER Ar LIGHT
A . ARC LENGTH SURVEYORS
UDE 11NOBSTRUCTE'D DRAINAGE SURVEY
R RAquS iN T VALID N M
s 0 Al 0 U LESS E BOSSED BY SEAL p� F(pR/�
(CKC.)' CALCULATEDEASEMENT
L 0 T 2 (o) DEED Nwtio NATIONAL GEODETIC VERTICAL �a HDK Na 2847 INC.
((P PLAT DATUM 4ACH Ei A. GARRE T, 8813
(R; RADIAL Ni NORTH AMERICAN VERTICAL 1'=20'
r ka s p
CENTER UNE DATUM TUM �'i�
R RKWIT—of—WAY PA. PONT of INTERSECTION
;.� ai ! 1 , °•,...I i —�_ - FENCE EW = EDGE OF NATER —
I TOB - TOP OF SAW DATE 10— 1-11 F =
- WITNESS AWA EGISTEREO URVEYOR AND MAPPi _-8
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1 P 4 P11-4
, � I F B 089 C 5 OR. 8Y JMR DTR \201 4 Fll£ i —448 ORDER NO. 2011-448
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S01030'30'"W [59.94')
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ELECTRICAL NOTES: GENERAL NOTES: CODE WIND SPEED
1.ALL OUTLETS/FIXTURES AND THEIR 1.CONTRACTOR SHALL VERIFY ALL 0 2007 FBC,.EXISTING W/2009 AMENDMENTS 120 MPH
LOCATION/SPECIFICATIONS SHALL BE EXISTING CONDITIONS/ • 2007 FBC,RESIDENTIAL W/2009 AMENDMENTS 8 3 3 d ROOFS 3/12 - 6/12
s f
FIELD VERIFIED BY OWNER& DIMENSIONS AND LOCATIONS FOR q ENCLOSURE CATEGORY f---- "_T __ � orelaraStu oR
CONTRACTOR BEFORE ANY WORK ALL EXISTING/NEW WORK. N TRrevTARr AREA 04 (i) T
SHALL COMMENCE. ALL WORK SHALL CONTRACTOR SHALL FIELD VERIFY 6-0" SCOPE OF WORK saiiARe7eQ i*IV�7
C f� rot `�/f0-20 1t.920.9-. ra i 2a9 70'1
CONFORM WITH MANUFACTURER LOCATIONS AND SPECIFICATIONS Y10
xi sas.ais.a ss,e i9.a s.z
INSTRUCTIONS AND REQUIREMENTS. FOR ALL NEW EQUIPMENT AND ITS U • THE WORK CONTAINED SHALL BE CLASSIFIED AS AN ` � si•iaa M71a.x ss,o 15.7 no
RESPECTIVE COORDINATION WITH QBUILDING TYPE i `� r` i ar axoa La.7u.7 0,6 14.7 aes j
m ADDITION PER FBC, EXISTING BUILDING CODE
2. ALL WORK SHALL BE IN ALL TRADES/DISCIPLINES. F J H w o r z w
CONFORMANCE WITH THE NATIONAL cwn I �i, i i f WALL PRESSURES Q U U N o o rn
ADDING A TWO STORY STRUCTURE(SEE PLAN) ENCLOSED ' ( � OPENING SIZE QR 1 U w Q cm z
ELECTRIC CODE(2008 EDITION) 2. CONTRACTOR SHALL BE o i 3 TRIOUTARY AREA ars $ 5 � c� r ; Q �w
in 0"
RESPONSIBLE FOR VISITING THE W SOLID SAWN MEMBER DESIGN f� a ' SWAR£zEcT d+1 1.1 f4 0 D - w N v
20'SETBACK CRITERIA 1 a•20 16;3 393 Ta.s as.s J = CV - ci-1�
3. **`OWNER/CONTRACTOR/ EXISTING SITE/STRUCTURE AND - . - . - . - . - . - -
r- , I z OCCUPANCY �, 2T-50 .s 171 U.s 4�4
ELECTRICIAN SHALL FIELD VERIFY NEW COORDINATING ALL OF THE NEW N I O ,' ` •gad azs ass 32.5 a1 a V J U w - CO o
ROOF SHINGLES LL=20 DL= 7
SERVICE REQUIREMENTS AND FIELD WORK WITH EXISTING CONDITIONS. - (SHINGLES) i DveR F Toz •9 sa.aT, W
Op EXISTING 2 STORY STRUCTURE I FLOOR LL=40 DL=15 a
VERIFY EXISTING SERVICE AMPERAGE/ M - I U • R SINGLE FAMILY - - 1 ,rr�`� }- U o
EXISTING PANEL LOCATION AND IF 3. DUE TO THE INHERENT NATURE
o I CLG JOISTS LL=15 DL= 5 "�^`° fir" 3,0, -_ Q J Q .
REQUIRED NEW SERVICE PANEL OF REMODEL/ADDITION WORK, 00 I i I a __ �x ' ' ,*, _ '¢ w ¢`D¢`I
LOCATION. PROVIDE ALL CONDUIT AND CONTRACTOR IS REQUIRED TO Z I NEW 2 STORY I TYPE OF CONSTRUCTION PROJECT LOCATION MAP c� >Z z " m °' " N°'l
INSTALL AS REQUIRED FOR NEW NOTIFY THE ARCHITECT OF I ADDITION I i < w - LU W o -�
WORK.*** RECORD OF ANY FIELD CONDITION I I Q Z w a``c'
I V-B UNPROTECTED/NOT SPRINKLED PROJECT LOCATION f tL �' T f
THAT SHALL CAUSE CONFLICT WITH w cTeo
�� 0 0 O a¢ •I
4. LOCATE ALL ROUGH-IN BOXES SO THESE SPECIFIC PLANS. ANY E - ca ° - '` O 2
WHEN DEVICE COVER PLATES FAILURE OF THE CONTRACTOR TO 20'SETBACK _ ° Q z 00-
THAT o
ARE INSTALLED THEY WILL CLEAR ALL NOT COMMUNICATE ANY FIELD
I SHEETLEGEND I �'
________ a 6� Q Q W w w
TRIM BY 1"MINIMUM. DISCREPANCY OR REQUEST FOR _ _ _ _ -- �' Lr
_ Al CODE REVIEW/FLOOR PLANS U W Q p a tl
INFORMATION TO CLARIFY SUCH 48"ARCHITECTURAL PROJECTION I a ELECTRICAL PLANS/STRUCTURAL/ "- w w Q w F- j
5. WIRE FOR SECURITY SYSTEM AS DISCREPANCY OR UNFORESEEN
REQUIRED. FIELD CONDITION AT THE TIME OF I FOUNDATIONS CO r> -� H v z cn
DISCOVERY SHALL INDEMNIFY THE
6. PROVIDE ELCTRICAL ARCHITECT OF RECORD OF SUCH A2 ELEVATIONS/WALL SECTION z
REQUIREMENTS AND CONDUIT AS REQ. DISCREPANCY. o & 'j,; - -_„` ".•`
C.
FOR ANY LANDSCAPE LIGHTING(IF I I `� AREA TABULATION
F.
I
APPLICABLE) NORTH � ,•
I LINE OF 2nd LEVEL ABOVE I
7. PROVIDE O.S.TIMER FOR LIGHTING LEVEL 1 A/C 168 SF
REQUIREMENTS(FIELD VERIFY LEVEL 2 A/C 150 SF #`I
LOCATION). i I TOTAL CONDITIONED 318 SF - WALLS * • � � �'
I / h COVERED ENTRY 22 SF
[ --- ----� ° TOTAL COVERED 340 SF
❑-----------------G ..
N01 30'30"E [59.94']
8313.2.1 SITE PLAN SCALE: 1/8" = 1'-0"
WHEN ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR,OR
WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING o of
DWELLINGS,THE INDIVIDUAL DWELLING UNIT SHALL BE EQUIPPED WITH SMOKE
I,,CB
�ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS;THE SMOKE ALARMS SHALL "�BE INTERCONNECTED AND HARD WIRED. � a QSTAIR NOTEm13 RISERS @ 7 1/2„ xTREAD DEPTH 9"+1"NOSING 0z
5„ 2,_7., 0,. 4,_0., 5.4. 5•-g„ O U
9„ 6' 17.2„ 4'° C 060524
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FV SWITCH LOC 2020 2020 TYP
2 FXD FXD 2x6 2x4 2x6 EXT TYP. _ co
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s i� VAPOR (2)@ = N
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VAPOR 1 r�
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CEILING LIGHT
l 10 OUTLET GROUND 5" 2'7" 2 3'-10" 3'-10" 2" 5-0" OVER HDRI 3'0" 4" 5'-4" 4" 3'-0" Y. ~ :w J
FAULT INTERRUPTER ~
{ RECESSED LIGHT SWITCH
6'-0" 6'-0" 6'-0" QQ <
20'-0" I
�O WALL MOUNTED LIGHT SWITCH(THREE WAY) 18-0' V J z
EXTERIOR FLOOD LIGHT I 3 [ I s F_ 0- W
110 OUTLET
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EXHAUST FAN/LIGHT COMBINATION i j 220 OUTLET j j U = j
110 OUTLET(WEATHER I I (�
® SECURITY PAD i i
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® CARBON MONOXIDE DETECTOR ------------ m
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2nd LEVEL ELECTRICAL PLAN SCALE: 1/8 - 1'-0" 1st LEVEL ELECTRICAL PLAN SCALE: 1/8 - 1'-0" 2nd LEVEL FLOOR PLAN SCALE: 1/8 l'-O" 1stLEVEL LOOR PLAN SCALE: 1/8" = 1'-0" j
DBL 2x12#2 SYP 101SED HDR ATTACH EA EXISTING CLG JST WITH(4)H8 NOVEMBER 4, 2011 j
[2 EA SIDE SIDEI. 2 PLY 2X4#2 SPF POST UNDER EA END[EAST END NOVEMBER 16, 2011 PLAN
SPF POST SHALL[i;]EST DIRECTLY ON NEW BEAM BELOW FV AS REQ] REVIEW COMMENTS
j
CONT.MONOLITHIC EXT. CONT.hG10NOLITHIC EXT. - - - - - - - - - - - -I
4'OFF RIDGE VENT
FTG.(2)#5's CONT. N FTG.(2);##5's CONT. F I (PROVIDE BLOCKING) j
0'-0" MAIN_(CONC FF) --
[CURB SHALL MF,TCH TYP]
I 18' 11'-6"F.V. 01
1 , / , / 4 IL 6' 10" 11'2"
co 00 d , \ \\\\ \\ \� I a L
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\\, \\ \\ \\ \\. \ \ •':• \\\\\\\ I L- 4 , 2 Z cA F- cn oC H u wl
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CONT.CENTER ON CONT.CONTATG.(2)#5's I r-_, 03 -'-+ I- i 1 2 z z U > 2 x _ >U z pl
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Fl---> 30"x30"x16"W/ (3)#4'S EW 6'-0" 6'0" 6'-0" 8 8 SIM. 3 I cl U W CL M W w <I
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CONT.FTG.(1)#5 CONT. 7 - Lo F- w 00 w
F2 TYP HQzc4HZoQOHt-�
L - - - - - - - - - - - -- - - -I 1. 2x6#2 SYP RAFTER AT 24"O.C.TYP. H8 ANCHOR TYP. 1. DBL 1.75"x11.25"LVL BEAM[W/2 PLY#2 SPF POST BELOW j
2x8#2 SYP VALLEY NAILER 2. 2xt2#2 SYP RIDGE BEAM MTS12 TO 4X4 POST[SEE#5] I MTS12 EA END]
1. 4"CONC.SLAB REIN.W/6x6 10/10 WWM ATTACH TO EA.EXISTING RAFTER 3. 2x8#2 SYP RAFTERS H8 ANCHOR
0'(4)" PORCH(c°rvc FF) I I 2. DBL 2x8#2 SYP[SET ABV EXISTING CENTER BEAM/POST]
3 / /' • \\/\\/\\/\\/\\/ OR FIBERMESH ON 6 MIL.VAPOR BARRIER SLOPE SHALL NOT EXCEED z W/(3)1/4"x 3"SDS SCREWS. 4. DBL 2x12 RAISED 2 H8'S EA END/MTS12 TO 4X4 POST& ) I 3. CONT.DBL 2x12#2 SYP BAND[HHUS210-2 INTO LVL HDRI
OVER TERMITE TREATED,CLEAN, EACH NEW RAFTER SHALL WALL TO BM[SEE#5] i i 4. 2x8#2 SYP(STEP DN FOR SHWR)4 EQ.SPACES j
COMPACTED FILL ATTACH TO VALLEY NAILER W/(2)` 5. 4X4 POST i I 5. 2x12#2 SYP JOISTS 4 EQ.SPACES HU214 INTO LVL HDR
2. MIN.COMP.DESIGN STRENGTH 3,000 PSI 1/4"x 3"SDS SCREWS(MIN.) 6. DBL 2x8#2 SYP HDR I I [ ]
8" 28 DAYS 7. 2X4#2 SYP LOOKOUTS NOTCH FOR VERTICAL ORIENTATIOTW o- - I 6: DBL 2x12#2 SYP[LUS28 2 INTO 2x12 BAND/HDR]
3. ASTM A615 GRADE 40 REINF.STEEL IT' ONE RAFTER BACK,14"O.C.H8 ANCHOR EA END ---- ------�--------- '- 7. 8X6 PT POST[ABU66I
MIN.COVER IN EARTH CAST) 8. **'*ALL 2ND LVL WINDOW HDR'S SHALL BE DBL 2x6#2 SYP 8. 2 PLY#2 SYP POST[HTT16 EA END(1/2"ATR 16"EMBED) j
MTS12 TO LVL HDRI
9. ****CLG JOISTS SHALL BE 2x8#2 SYP TYP
9. H8 EVERY JOIST[2 AT LVLT
I
FOUNDATION DETAILS SCALE: 1/4" = 111-0" FOUNDATION PLAN SCALE: 1/8" = 1'-0" STRUCTURAL ROOF PLAN SCALE: 1/8" _ 1'-0" STRUCTURAL FLOOR PLAN [2nd LEVEL] 11 - DECOMPLLAIV
CITY OF ATLANTIC BEACH j
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SEE PERMITS FOR ADDITIONAL
FILUCO 01
REQUIREMENTS AND CONDITIONS. j
REVIEWED BY: DAVE: -2Z-
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CONTRACTOR LL
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VERIFY AND MATCH I -
R-30 BATT INSULATION W/1"AIR
EXISTING ROOF SLOPE BAFFLE TYP.
I CONTRACTOR SHALL I �
12
—�
+/-51/2 I VERIFY AND MATCH I
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EXISTING ROOF SLOPE 12
1
5 1/2 — 8
I 4+/-FIBERGLASS SHINGLES ON 30#BLDG 16'-2 1/2" NEW 2nd LEVEL BEARING(AFTERS)- - I6
FELT(6"OVERLAP)ON 7/16"APA RATED - - - - - - —OSB ON 2x6#2 SYP RAFTERS. NAIL ROOF WITH 8d RINGSHANK NAILS 3"EDGES AND 6"FIELD TYP.[SEE L--r------------------------- :
STRUCTURAL ROOF PLAN] I -------------------------r-J
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- ----- - ., CONT.DBL 2x4#2 SYP TOP PLATE SPH4 AT 32"O.C. j 2 Q U N co o �
2x8#2 SYP CLG i I V w ¢ N �\ z
JOIST TYP. c+') ¢ o w
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J CONT.ALUM EAVE DRIP i W � F- = cO x a T
T-7 1/2" NEW PORCH BEARING(RAFIRS) I I ~ ¢ J ¢ M
1/2"GYPSUM CLG BOARD MATCH EXISTING FASCIA/ - - - - - - - - - - — ¢ W o ¢ L, j
----------------- SOFFITT PROFILE
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EXj[ERIOR LATHING AND PLASTERING 7 -----_
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EXTrERIOR USE OF PORTLAND CEMENT I t
PLAISTER SHALL COMPLY WITH THE
APF�LICATION REQUIREMENTS OF ASTM C 926.
INS;:YALLATION OF EXTERIOR LATHING AND 0'0" NEW MAIN(CONC FF I
-L- - = - - - - - I I � \
FRAgMING SHALL COMPLY WITH ASTM C 1063. - - - - — I
#2 2x4 SPF STUDS AT 16" 0'-(-4)" NEW PORCH(CONC FF)
- - - - - - - - - - - - - - - - -
O.C. SLOPE SHALL NOT ExcEEDf NORTH ELEVATION -
- .
//'
VINYL SIDING[REFER TO MANUF. I
4'OFF RIDGE VENT v
INSTALLATION INSTRUCTIONS FOR � I
PROPER METHODS]ON 15#BLDG (PROVIDE BLOCKING)
FELT ON"TYVEK"HOUSEWRAP ON \\\ v
7/16"APA RATED SHEATHING \\\
(HORIZONTAL INSTALLATION)NAIL \\ o o M
R13 BATT INSULATION WALL WITH 8d RINGSHANK NAILS 3" �� \\
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.EDGES AND 6"FIELD TYP. o_ U
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CONT.2x4#2 SYP BTM \\ x J N o_
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PLATE OVER CONT FOAM \\ m > Z
"SILL SEAL" 14'-9 1/2" NEW 2nd LEVEL WINDOW HEADER HT \
1/2"CONT.AIRSPACE - - - _ _ -� \\� ` O c„ O
BETWEEN GYPSUM AND i-w "'� O v w
CBC 060524 �
SHEATHING
ALUM.'Z'FLASHING OVER
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3/4"T&G SHEATHING GLUED AND TRIM 5"MIN BEHIND VINYL/ _
APPLY BACKER ROD AND aD i M
SCREWED OVER 2x12 FLOOR JOISTS SEALANT AS REQ. CO
[SEE STRUCTURAL FLR PLAN]
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3. VINYL SIDING[SEE MANUF.SPECS.] t f�✓
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4. CONT.TRIM BANDS[SEE WALL SECTION
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1x4 TRIM ON 1x12 TRIM B=1 3 NEW 2nd LEVEL(SHEAT FiF) _ _ 5. DECORATIVE BRACKETS[NON STRUCTURAL] I �/
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6. .FASCIA[MATCH EXISTING CONDITIONS] W _
_ U
SEE STRUCTURAL FLR PLAN = 7. POST[SEE FLOOR PLAN]
LOW CARBON STEEL NUT/1"CUT 6'8" NEW ist LEVEL WINDOW/ ADER H1` I ~ Q
9. STANDING SEAM MTL ROOF
W w
WASHER/3"x3"x9/64"SLOTTED I m
STEEL WASHER TYP.(NOTCH BAND f I 10. LINE OF STAIR i O Q U
AS REQ) [ ` J 1 11. LINE OF EXISTING[MAIN] -
' j 13. LINE OF APPROX.GRADE Z
CS 36 STRAP AT 32"O.C. I I I O Z
1/2"GYPSUM CLG BOARD 1--
Q
io - i � i 0 W ~ I
o (r Q
a w
ELASTOMERIC COATING OVER I I O V J Z
THREE COAT STUCCO FINISH(3/4" i I W
DBL 2x12#2 SYP BAND[SEE NOM.) OVER GALV.MTL LATHE OVER 0'-0" NEW MAIN(GONG FF) - - — I
STRUCTURAL FLR PLAN] _ _ _ _ _ _ _ - _ _ —
(1)LAYER OF 30#BLDG FELT(MIN)
- - I Q
ON"TYVEK"HOUSEWRAP ON 7/16"
- -- - - - - - - -- - - - - --- - t
APA RATED SHEATHING I - -- - - -- - - - - - - - - - - - - - - � - - - -
SINGLE 2x6#2 SYP CONT. (HORIZONTAL INSTALLATION)NAIL 0'-(-4)" NEW PORCH(CONC FF) T �U
TOP PLATE � y
WALL WITH 8d RINGSHANK NAILS 3"
EDGES AND 6"FIELD TYP. WEST ELEVATION „ - �- jc - m
SCALE: 1/4" - 1 0
m
1/2"GYPSUM WALL BOARD
rl
L
Lo
1/2"A307 STEEL ATR AT 5'O.C.7"
N EMBED(16"EMBED AT CURB
LOCATIONS)1"CUT WASHER. KEEP
3"MIN.FROM EDGE(SIMPSON'AT'2 NkOVEMBER 4, 2011
PART EPDXY TYP.) �
R19 BATT INSULATION 11
NOVEMBER 16, 2011 PLAN I
AT 2" O STEEL ATR SILL ANCHOR \\` Al REVIEW COMMENTS
#2 2x6 SPF STUDS AT 16"O.C. AT 32" O:C.7"EMBED 1"CUT \\\\
WASHER. KEEP 3"MIN.FROM EDGE
PT 2x6#2 SYP OVER CONT [SIMPSON'AT'2 PART EPDXY TYP.] \\\
FOAM"SILL SEAL" 16'-2 1/2" NEW 2nd LEVEL BEARING_(RAFTERS) -
- - - - \
1/2"CONT.AIRSPACE 'ALIGN'SHEATHING WITH EDGE OF
BETWEEN GYPSUM AND FOOTING. 1/2"CONT.AIRSPACE j �-
CONCRETE BETWEEN OSB AND CONCRETE
1
I I I
2 Z. 60 1`- c) 0Ccl- ww
CONCRETE FOUNDATION 3 1/2"VINYL WEEP SCREED/STOP AT j F- ¢ Il- ¢ w Z) O >
AND FOOTING[SEE
- O
FOUNDATION DETAILS] �— STUCCO FINISH EXTEND BLDG FELT t - O UJ w � Q W 0 I- O
OVER NAILING FLANGE THIS DIMENSION ALLOWS FOR A 7 1/2"RISER If - w . U 0 1.-
BE
w Q
BE CONSISTENT THROUGHOUT THE PROJECT. I I Z H rT j = 0 O U Z D
0
REFER TO FLOOR PLANS FOR STAIR NOTES. I O Z, 0 w cn 0 w I
IN 2%MIN SLOPE(GRADE) w U) w F-
o inwo ,
¢ � tgJ -iw - W Z 0
i g., 8'-1 1/2" NEW 2nd LEVEL(SHEATHING FF) 1— 0
x � > fr00 n
/ I I F
-
� � w - FrOZOCH
' I T-1 1/2" NEW 1st LEVEL BEARING Z 0 ff w ~ w 0cL
FV EXISTING 2nd LEVEL FF � + / I _ _ _ _ _ _
wo: B = F- c1Z ¢ pr � w I
o \ \
F- U O
Z) LLI LU I I OF- O � � F � � ui
\ I I I I ¢ uau_ OF- Zz0 U
\ I I O — ¢ w ¢ I
• • / / I w; I I L 0 gw � W3: CL
THIS ICD
I I L � Oa > ww
\ \ \ \ S DIMENSION SHALL BE THE CONTROL POINT —i I t I 3 - cn F= cc w O U U = W W
\ \ \ \ FOR THE PROJECT WHICH IS THE EXISTING 2ndl j ^ I l 2 cA cA w = Z O O F- = 2
\ \ \ \ ^ j F- Q (/) F- - ROOF- F-
/ LEVEL IO CONTRACTOR SHALL VERIFY EXISTIfOIG I + I
CONDITIONS FOR THESE DIMENSIONS TO BE
USED IN ESTABLISHING THE NEW MAIN CONC FIF.• �-
_ 13
TERMITE TREATED,CLEAN, I 0'-0"
NEW MAIN{GONG FF) - -
/ � COMPACTED FILL FV EXISTING GARAGE(GONG FF) I I
\ - - - - - - - - - - - - - -. - - - - - - - - - - - - - - - " I
- 1 - - - - - - - - - - - - - - - - - - - - - - - - -
`�- i EAST ELEVATION. j
THIS DIMENSION ALLOWS FORA 7 1/2"RISER TO j , j
SCALE: 1/4" 1'-0"
TYPICAL WALL SECTION SCALE: 1" = 1'-0" BE CONSISTENT THROUGHOUT THE PROJECT: I rn I
REFER TO FLOOR PLANS FOR STAIR NOTES.
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