1519 Jordan St- Site Plan, Architecturals, Structurals Edgat S1 EdgarSt
Arnerkqn Sivage
ja&son Rd
D'
U-4fEW movwg
af
Attletle Rd VV
'Vdee'5 v
IrejIsU4 i LeVy Fid DOMW Rd
D
<
W l4th Si S�Oilhg)I Or E
W;
SITE DEVELOPMENT PLANS 10� AMbErjack %p LIP
X, Ln 2 A"
plaza
SITE�'
> Plaza
FORS�' Redfin Dr Z coo)
4F
M
LAj
a Lr.PoAl office
Ln
M
c)
C�'
1519 J0'j1N') DAN STR
1 0—� C,9 5? Tfilon Rd
PV C46'all1l lid
RE',SID NC
icuw'ww5j;iV'ti aly
0 pub
4115')w Self swritRE 2
Duvol County U>
im Colk�clo, Days'm Wplune Lemon 51 u�
C14
svids DT C*4
vhm-uine�
ATLANTIC BEACH, F Z Publix Super W%rkf,1
cc.04
VICINITY MAP
U 5 g
t -61 65
M
LLI
w
SHEETINDEX 0:
L
SHEET NO. DESCRIPTION uj
1 COVER SHEET
C>
2 EXISTING COND111ONS AND DEMOUTION PLAN
I"REPARED FOR:
3 GEOMETRY AND UTILITY PLAN <
4 PAMNG AND DRAINAGE PLAN 'b
lr�
BEACHES HABITAT FOR HUMANITY 5 CONSTRUCTION DETAILS
6 GENERALNOTES
1671 FRANCIS AVENUE
0
.�AV%11111119/1 z w 1.4
ATLANTIC BEACH FL 32233
04 u
0" 0 n u V)
P--
SHEET
OFFICE COPY
_4, 7t
C:\Users\Bill Shields\Google Drive\l-Drawings\ACE,Inc\ACE-16009 Jordan Street\16009 Civil 2015-OS-26.dvrg,5/26/2016 10:41:51 AM
MAP SHOWING SURVEY OF
SMITH SUBDIVISION,AS RECORDED IN PLAT
THE SOUTH 15.78 FEET OF LOT 3,TOGETHER WITH THE NORTH 34.22 FEET OF LOT 2,BLOCK 2,ED
BOOK 26,PAGE 50 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA,
NOTES:
1.THIS IS A BOUNDARY SURVEY WITH TREE AND TOPOGRAPHIC LOCATION.
THE NORTH 64.72 FEET OF LOT 3 LOT 12 2.BEARINGS ARE BASED ON THE EAST RIGHT OF WAY LINE OF JORDAN STREET,BEING NORTH 00-1500-WEST,ASPER PLAT.
EXISTING HOUSE AND 3.NO BUILDING RESTRICTION LINES PER PLAT.
EXISTING MAILBOX TO EXISTING CONCRETE CONCRETE PADS)T Ou EXISTING SHED 4.BENCHMARK USED IS A MAG NAIL AND DISK IN THE WEST SIDE OF A WOOD POWER POLE ADJACENT TO THE SOUTH LINE OF THE C>
TO BE REMOVED u
DRIVEWAY AND WALK SURVEYED PROPERTY.ELEVATION=15.76(N.G.V.D,1929) LA_
J
BE REMOVED
BE REMOVED E-4 �5
TO BE REMOVED (N89-38'19"E 99.97' FIE D) FOUND 1/2" Fn
14 11 $ I WO D FENCE IRON PIPE, CAP
FOUND 1/2" PINE I n.00
,��IRCgi PIPE, CA N8 6 00"E (ON P.jLINE) �LLEGIBLE THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE 7"(AREA OUTSIDE OF THE 0.2%ANNUAL CHANCE FLOODPLAIN)AS WELL M V)
1�b - I"
15. N& LB6645 Lai
x AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP No,12031CO408H,REVISED JUNE 3,2013 FOR DUVAL COUNTY,FLORIDA,
NEk,,
xALUMIN 41PINE _cd
r__ n m
;�SHEIY�o FILE:2015-704
4- 4 0
t.1b
INE BOATWRIGHT LAND SURVEYORS,inc.
/(0 N
0
1500 ROBERTS DRIVE
)110 7, 0 c
// I ; t� 1�1
0 PI /'/ / , , / /
PINE XPINE 6h , I /� / -P, LO LL- JACKSONVILLE BEACH,FLORIDA L)
LO X12" 7"
/'1/-zj,T '00
X PINE
Q-1.1 , --, 241-8550 LLJ
-ml C�
CD PI P
e%, - 29.4' bd
INE12"
CD /4/
Lr) X PIN� t
LA_
3�:: 0 MAIL 6- x f ID 7t Nt OPTIONAL POST POSITIONS
0 r4)
_j XP 14N E X 0
M BOX INE loll
F_ 0
m LAUREL OAK 101,
L0 41" Pit PRINCIPLE POST POSITION
D 3/
L) PINE L-A / 'TOWARD FLOW
Of C) 0 Li %K 4
N__ 29 b'i COUNTER 20
< LL.J o 14 Z:),
PINE �j 41011 t,.21N-E
Lu PINE pj '701, 11 ,a I
-0 > Ct")
�0 < 4= LAUR
_101 ��+UREL OAK Lo PINE 1b
zo 6 C, QAKI�t�.
0 z 'FAINF FILTER FABRIC
X,i < 4' 00 FENCE FOUND 1/2" Cc,,-4-
FOUND 1/2" IRON PIPE, CAPI
0 SILT FLOW
0 C'IRON PIPE, CAP S89036 00 W 100. ILLEGIBLE 77 >. ) G?-I-,
ENCHMARK: (S89-36'05-W 100.07' FIELD) SILT FLOW F>r,-
No. LB6645 LOT 13 00
—D NAIL SET IN WOOD EXISTING WOOD
POWER POLE. THE SOUTH 46.28 FEET OF LOT' 2 WALKWAY AND DECK 3f
C-)C)
ELEVATION=15.76
EXISTING TREE TO BE (N.G.V.D.1929) TO BE REMOVED cz>
SILT FENCE JYP.) ...... m P
REMOVED(TYP.) L� <
TREE BARRICADE(TYP.)
POST(2"X 4"OR >
2 1/2"MIN.D IA. <U
C-4 0
WOOD-STEEL 1.33
FMAK Fx
LBS/FT.MIN)
Lj c>m
w
le
CD
cx i;j
uj
CL
- - - - - - - - Lu
04
C. C,
LOT 1 C,
Aj— Ln
L FILTER FABRIC(IN
CONFORMANCE WITH
SEC.985 FDOT SPEC.)
M
z
z u
TYPE III SILT FENCE DETIAjL,
eo
cy z u
NOT TO SCALE 0 u Ln
5 E
SHEET
DONNER
)S ROAD 20 0 10 20 ?11�!!7
40' RIGHT OF WAy
PAVED PUBLIC ROAD (,A.
SCALE IN FEET
C.\Users\Bill Shields\Google Drive\l-Drawings\ACE,inc\ACE-16009 Jordan Street\16009 Civil 2015-05-26.dwg,5/26/2016 10:41:52 AM
ZONING:RESIDENTIAL GENERAL(RG-M)
LAND USE:HIGH DENSITY RESIDENTIAL(RH)
THE NORTH 64.72 FEET OF LOT 3 LOT 12 BUILDING HEIGHT:35'MAX.
CONSTRUCT SHALLOW
(<611, SETBACKS: FRONT: 20' 0
PERMEABLE PAVER EEP)SWALES TO REAR: 20'
CONCRETE APRON DRIVEWAY DIRECT RUNOFF TO u-
SIDES: SMIN.,15'MIN,COMBINED "<
(N89-38'19"E 99.97' FIELD) JORDAN STREET 3f M
14 6' WOOD FENCE FOUND 1/2" SITE AREA SUMMARY:
FOUND 1/2' �I IRON PIPE, CAP
,�,IRC�N PIPE, 'CAF JPINE N89*-36 00 E 100.0- 0- , ,(gN P.LINE) �LLEGIBLE TOTAL SITE: 5,000 SF M
N,&. LB6645
x E&, EXISTING PERCENT IMPERVIOUS:
1,84
7 SF/5,000 SF 36.9%
.DO 'J'INE
m
PROPOSED IMPERVIOUS AREA:
BUILDINGS:
4c, '0 15.80 0 1,594 SF
0 0 , 83 SF
2 T
lt� I t CONCRETE CONCRETE:
x x
6 C�
-K--PA/ __j PERMEABLE PAVERS(414 SF X 50%) 207 SF LLj
IV LLJ
0 x i TOTAL: 1,884 SF
__j Nt
1 STORY
"t uj
2 PROPOSED PERCENT IMPERVIOUS: Elf
SINGLE FAMILY pliHqt" L 0�
< x CONCRETE 1 1,884 SF 15,000 SF 37.7%
0 CCD)
W C:3 RESIDENCE PAD (50%MAX.)
U-) cc
U7) 0 0 3-- C) 0 r
I = CONCRETE IMPERVIOUS AREA INCREASE IS LESS THAN 400 SF SO
M c. CONCRETE RETENTION AREA IS NOT REQUIRED.
PAD
WALKWAY ix
a- Ln 2 5'M F. /
:D 14' 4x
PIR-F 2 9 5;- 4
w C) Li 0
I
Lj
lie �' 75 B L.
WD pl 6"
N >(-, '( m
-0 > P*�E,I PINE t j= CID
< ;.. i44= `2 LAUREII (D
eml- C�4
X� xlt'PINE AK" , ul�
0:z 1A C-4
< 1/2
n-*, X, 4 Olb�FENCE W 1 00-0V IRON PIPE. CAP
S89*367007'
1)FOUND 1/2-
0 0 IRON PIPE, CAP ILLEGIBLE
BENCHMARK: (S89*36'05"W 100.07' FIELD) co
--D NAIL SET IN WOOD No. LB6645 I LOT 13 CONCRETE PAVERS MIN.3-118"THICK FOR VEHICULAR
=�q�.-*
POWER POLE. THE SOUTH 46.28 FEET OF LOT 2 TRAFFIC,PAVERS SHALL BE TREMRON 08 PAVERS,GREY c�cn
ELEVATION=15.76 I COLOR,RUNNING BOND PATTERN.PROVIDE PAVER M6
(N.G.V.D.1929) SILT FENCE(TYP.) TYP.ASTM NO.8,89,OR 9 SAMPLE FOR OWNER APPROVAL PRIOR TO INSTALLATION Lmu':�p
14
AGGREGATE IN OPENINGS u-
TREE BARRICADE�YP.) RIBBON CURB,CURB AND GUTTER <:'.5 p- F5
OR SIDEWALK PER PLAN
> 7=D
u-
BEDDING COURSE 1-1/2 TO 2 IN. 0
(TYP.ASTM NO.8 AGGREGATE)
"4 4 ui C>
L m
Li LLj
0
FINISHED GRADE
0
4 IN.THICK ASTM NO.57 STONE w
OPEN GRADED BASE CL
C>
6 IN.THICK ASTM NO.2 ------ GEOTEXTILE ON TOP AND
x
STONE SUBBASE
/I SIDES OF SUBBASE c� 10 Ln
LOT 1 0 -
UNDER/BEYOND CURB
SUBGRADE SOIL �A
PERMEABLE PAVEMENT SECTION
z
NOT TO SCALE z aj
Ze, u
0 E u V)
W E
N SHEET
DONNERIS ROA 20 0 10 20
NOTE:CONTRACTOR TO CONNECT TO 40' RIGHT OF WAy I Z I Nilk
'k�
EXISTING WATER AND SEWER SERVICES. -&
GAY
PAVED PUBLIC ROAD SCALE IN FEET
'e,46 19
C.\Users\Bill Shields\Google Dhve\l-Drawings\ACE,Inc\ACE-16009 Jordan Street\16009 Civil 2015-05-26-dwg,5/26/2016 10:41:53 AM
R/W LINE
6'WIDE X 6'THK CONC. BROOKS 1-RT SERIES
COLLAR SLOPE 4-SIDES BOX WITH C.I.COVER
LABELED'SEWER"
FINISHED GRADE
CONITRUCTION POD(F)l 6')— THE NORTH 64.72 FEET OF LOT 3 LOT 12
DUMISTER(8'X1 6') 2'CLR.. N CD
u-
!;z
(N89'38'19"E 99.97' FIELD) STD.CLEANOUT COVER
FOUND 1/2" F0
14" W1 THREADED PLUG
FOUND 1/2" 6 WOOD FENCE IRON PIPE, CAP
�IR(ZN PIPE, CAF CPINE N 8 9,,0-3 00 E 100.00 N P.LINE) LLEGIBLE M
11_(_101 1"CONCRETE 9:4
19"m =
x NO: LB6645 "'A Lu Lu Uj
NEC,,
PORT-0-LET s-,SINE 6'P.V.C.45*EL. m
11101 STANDARD PVC
__x
(0 'p (D SEWER WYE,676"
t, 1 4-tp 71Q 2
XN x X1 Ix CONNECT TO EXIST.SERVICE WITH
X, x 0
C) NECESSARY FITTINGS(OR PLUG
Lj 0 9�4 W
1p 450 C
0 10*
x x If) WITH STOPPER FOR FUTURE _<
Ljj d 4:� 1 STORY 0-
0 D�x` CONNECTION IF NONE EXIST) 0-4 uj
_Ix m
1�p SINGLE FAMILY 011\
0 X bi 6'PVC
T RESIDENCE X4 i
0 UNDISTURBED SOIL
LL- Ln :z
cf) 0 x 0
M 0 Im -
F0
U-)
T
7- al Lc) 40- x V)
D Ix
2 (_)Qf o CLEAIN OUT DETAIL
4"
2194,0 _x < 0
LLJ F_ 4D. �D-I -,11
1 A '�df -
> 0 ui Z) p I;l4t,I PINE 'r-011 I - I NOT TO SCALE
c wo 'AUREL:
<
i o" UREL OAK in
C4
C*4
Nf x LL=4�� r')
4:0z 0 FOUND 1/ 611 .41
< 2"
4 0 FENCE
IRON PIPE, CAPI
x FOUND 1/2" '00"W 100.00 CONCRETE,3000 PSI
4Y PORTLAND CEMENT
S89*36 mb,
0 0 IRON PIPE, CAP ILLEGIBLE r 11
BENCHMARK: (S89-36'05-W 100.07' FIELD) gol-141
--D NAIL SET IN WOOD No. L86645 I LOT 13
I �F4 01,
POWER POLE. THE SOUTH 46,28 FEET OF LOT 2 c'
ELEVATION=1 5.76
c:'
uj
(N.G.V.D.1929) SILT FENCE(TYP.) . ... .. m
x
uj
CONSTRUCTION PARKING WILL TREE BARRICADE(TYP.) 0-
>
BE ALONG JORDAN STREET. �_) �;T
19"STA ILIZED SUBBASE,
0
REPAIR AND RE-GRASS RIGHT
LBR 40
L
OF WAY TO ORIGINAL CONDITION q'c'
CONCRETE PAVEMENT SECTION X CLI
ui Z
NOT TO SCALE
C>
\D cn
LOT 1
N
z
0
z
0
�z u
Z.-
SHEET
��vk S F_
DONNER
S R 20 0 10
OA
40' RIGHT OF WAy
PAVED PUBLIC ROAD
SCALE IN FEET GA
40.
ion
C:\Users\Bill Shields\Google Drive\I-Drawings\ACE,Inc\ACE-16009 Jordan Street\16009 Civil 2015-05-26.dwg,5/26/2016 10:41:53 AM
J,
19, ALL EXCESS SUITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWN
GENERAL NOTES: 20. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED,
1 ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH ALL RELATIVE SECTIONS OF CITY OF ATLANTIC BEACH STANDARDS,(LATEST REVISION)AND ALL CURRENT TIC BEACH FIRE MARSHALL,
DkNCEWITHTHE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL INVESTIGATION 21. BURNING OF TREES,BRUSH AND OTHER MATERIAL SHALL BE APPROVED,PERMITTED AND COORDINATED WITH CITY OF ATLAN Z
CITY STANDARD DETAILS.THE WORK SHALL ALSO BE PERFORMED AND TESTED IN ACCOR W
TIC BEACH REQUIREMENTS. 22. ROADWAY UNDER DRAINS SHALL BE AS REQUIRED ON THE PLANS OR AS MAY BE DETERMINED NECESSARY BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION.THE
REPORT PROVIDED BY OWNER,IF MORE STRINGENT THAN CITY OF ATLAN
BE FOLLOWED.THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE CONTRACTOR SHALL NOTIFY THE ENGINEER IF HIGH GROUND WATER CONDITIONS ARE PRESENT DURING THE PREPARATION OF THE ROADWAY SUB-BASE.
ALL WORK SHALL BE PERFORMED IN A SAFE MANNER.ALL SAFETY RULES AND GUIDELINES OF O.S.H.A.SHALL
2. PERSONS DURING THE COURSE OF THIS PROJECT.ALL COSTS ASSOCIATED WITH COMPLYING
FOR ANY INJURIES OF HIS EMPLOYEES,AND ANY DAMAGE TO PRIVATE PROPERTY OR U-
CTION JOINTS AT 6 O.C.AND EXPANSION JOINTS AT 24'O.C.ON ALL EXTERIOR SIDEWALKS AND CURBING p
WITH O.S.H,A.REGULATIONS AND THE FLORIDA TRENCH SAFETY ACT MUST BE INCLUDED IN THE CONTRACTORS BID. 23, PROVIDE CONTRA __j
U-
FAMILIARIZING HIMSELF WITH THE NATURE AND THE 24, MAINTENANCE OF TRAFFIC SHALL CONFORM TO F.D.O.T.STANDARD INDEX 600,LATEST EDITION. C
3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE JOB SITE PRIOR TO PREPARING THE BID FOR THE PURPOSE OF z
BOR AND
CONDITIONS,EITHER SURFACE OR SUB-SURFACE,WHIC' MAY AFFECT THE WORK TO BE PERFORMED,AND THE EQUIPMENT,LA 17346,AND 17352.
EXTENT OF THE WORK AND LOCAL NTRACTOR OF COMPLETE PERFORMANCE UNDER THIS CONTRACT.THE CONTRACTOR IS ALSO URGED TO 25. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH F.D,O.T.STANDARD INDEXES 11860, rv—.o m V)
MATERIALS REQUIRED,FAILURE TO DO SO WILL NOT RELIEVE THE CO CTION,AND TO AID IN RESOLVING POSSIBLE FUTURE NTRACTOR UTIUZING THE F---R w
ING THE ROUTE OF THE PROJECT TO RECORD EXISTING CONDITIONS PRIOR TO CONSTRU P-4 u 3:
TAKE COLOR PHOTOGRAPHS ALO 26, ALL EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH THE PROPOSED ROADWAYISITE DEVELOPMENT SHALL BE REMOVED BY THE CO C-)
COMPLAINTS THAT MAY OCCUR DUE TO THE CONSTRUCTION OF THE PROJECT. ING METHOD. j:5
HYDRO-BLAST m z
0 EITHER CONDUCT ANY FIELD EXPLOFATION OR ACQUIRE ANY GEOTECHNICAL ASSISTANCE REQUIRED TO ESTIMATE THE CITY OF ATLANTIC BEACH STANDARDS. z cs�
4� IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY T F OFF SITE BORROW THAT WILL BE REQUIRED, 27. ALL PAVEMENT STRIPING SHALL BE THERMOPLASTIC(LEAD-FREE)IN ACCORDANCE WITH <� 0 V_�
AMOUNT OF UNSUITABLE MATERIAL THAT WILL REQUIRE REMOVAL ANDIOR TO ESTIMATE 1HE AMOUNT 0
CTIONS AND 5 DAYS PRIOR TO FINAL INSPECTION.
04 n
ELOPER AND THE CITY OF ATLANTIC BEACH FOR A PERIOD OF ONE YEAR FROM DATE OF 28. CITY OF ATLANTIC BEACH REVIEW INSPECTOR SHALL BE CONTACTED 24 HOURS PRIOR TO ALL NECESSARY SITE WORK INSPE
5. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE DEV
NTIC BEACH. c3_
ACCEPTANCE BY THE OWNER AND THE CITY OF ATLA w
NUMBER 20154041 cl-
6. ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929(N.G.V.D.1929)AS DETERMINED BY BOATWRIGHT LAND SURVEYORS,INC.,FILE NUMBER 2015
JUNE 11,2015.
7, FOR BOUNDARY INFORMATION,SEE SURVEY PREPARED BY BOATWRIGHT LAND SURVEYORS,INC.,FILE NUMBER 2015-704,DATED JUNE 11,2015.
8. THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY TO PERFORM MATERIAL TESTING AND SOIL TESTING IN ACCORDANCE WITH CITY OF ATLANTIC
BEACH REQUIREMENTS.THIS SHALL INCLUDE DENSITY TESTS IN ALL PAVEMENT AREAS A14D IN ALL UTILITY TRENCHES LOCATED IN PAVEMENT AREAS CONCRETE TESTING AND ALL
OTHER MATERIAL TESTING.PRIOR TO LIMEROCK PLACEMENT!THE PROJECT GEOTECHN0L ENGINEER SHALL MAKE RECOMMENDATION FOR UNDERDRAlN PLACEMENT.
C-4
ESSARY PERMITS AINID INSURANCE REQUIRED FOR THE PROJECT INCLUDING CITY OF ATLANTIC BEACH C14
9� THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NEC
F ATLANTIC BEACH RIGHT-OF-WAY OR EASEMENT.
RIGHT-OF-WAY PERMITS FOR WORK IN THE CITY 0 91,11
ROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND F5 r4
LANTIC BEACH OR3TATE RIGHT-OF-WAY WITH THE P 00
C*4
10. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY OF AT --d'
3f';W'cn
METHOD OF CONSTRUCTION AND REPAIR. C-)C>
<cy)Z
w�c>
LEAR AND DRIVEABLE, m .-P
EMENTS.ALL"UNOBSTRUCTED"EASEMENTS TO BE C X<
r-4
11. ALL PUBLIC DRAINAGE EASEMENTS SHALL BE"UNOBSTRUCTED'EAS
MANAGEMENT DISTRICT ARE REQUIRED TO BE SIGNED AND SEALED BY A LS
'AS-BUILT'DRAWINGS-AS-BUILTS TO THE CITY OF ATLANTIC BEACH AND THE ST.JOHNS RIVER WATER
12. S RESPONSIBILITY TO CONTRACT WITH A LAND SURVEYOR REGISTERED IN THE STATE OF w P-
FLORIDA REGISTERED LAND SURVEYOR THEREFORE,IT SHALL BE THE CONTRACTOR RENT CITY STANDARDS AND <> 7
FLORIDA FOR THE PREPARATION,FIELD LOCATIONS,CERTIFICATION AND SUBM17AL OF"AS-BUILT"DRAWINGS IN ACCORDANCE WITH CUR R U-
INGS FOR APPROVAL BY THE CITY OF ATLANTIC BEACH. 0
OR'S RESPONSIBILITV TO PROCESS THE"AS-BUILT"DRAW
SPECIFICATIONS AND SJRWMD REGULATIONS. IT IS THE CONTRACT m
.*w
UJ 10
FINAL INSPECTION OF THE BUILDING BY THE BUILDING DEPARTMENT OR THE L'i m j�
BENCHMARKS,IS REQUIRED PRIOR TO SCHEDULING A C)
13. SUBMITTAL OF AS-BUILT SITE SURVEY,INCLUDING cr L�l
uj z
FIRE MARSHALL. 0
RDINATE THEIR CONSTRUCTION WITH ALL OTHER CONTRkCTORS.IN THE EVENT OF ANY CONFLICT WHATSOEVER,THE CONTRACTOR SHALL NOTIFY
14. THE CONTRACTOR SHALL COO
THE ENGINEER AND OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION,
L ROADWAY,UTILITIES,DITCHES,AND BERMS INCLUDED IN THIS PROJECT AND THE CLEARING AND GRUBBING OF ALL RIGHT-OF-WAY 0� cn
15. ALL CLEARING AND GRUBBING REQUIRED FOR AL 0
Z
OR EASEMENTS SHALL BE CONSIDERED AS PART OF THE PROJECT.
wmk� kA
S RUCTURAL .� c
Y,
16. ALL AREAS SHOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN ACCORDANCE WITH CITY OF ATLANTIC BEACH STANDARDS AND SHALL BE FILLED WITH CLEAN S 5f- a %!J,
4
FILL COMPACTED AND TESTED IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT.
ONUMENTS.IF A MONUMENT IS DISTURBED,THE CONTRACTOR SHALL CONTRACT WITH THE
17. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND PROPERTY M
SURVEYOR OF RECORD FOR REINSTALLATION OF THE MONUMENT. z
z u �4
= <
-SITE BY CONTRACTOR. AB 111/ u
0 u V)
18. ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF
SHEET
y
C:\Users\Bill Shields\Google Drive\l-Drawings\ACE,Inc\ACE-16009 Jordan Street\16009 Civil 2015-05-26.dw(l,5/26/2016 10:41:54 AM
GENERAL NOTES FOR WATER AND SEWER INSTALLATION:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES AND FOR DAMAGE TO EXISTING UTILITIES CAUSED BY HIS
OPERATION. CALL UTILITY CONTACTS AND SUNSHINE STATE ONE-CALL SERVICE(800-432-4770)48 HOURS IN ADVANCE OF WORK.
2. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDING TO FAMILIARIZE HIMSELF WITH JOB SITE CONDITIONS.
3. CONTRACTOR SHALL ARRANGE FOR AND PAY FOR ALL TESTING AS REQUIRED IN THE CITY OF ATLANTIC BEACH AND/OR JEA SPECIFICATIONS PERTAINING TO THE JOB.
DE
C/71
m_- C/D
4. ALL WATER AND SEWER WORK SHALL BE AS PER CITY OF ATLANTIC BEACH STANDARDS AND SPECIFICATIONS UNLESS SHOWN OTHERWISE.THE CITY OF ATLANTIC P
BEACH REFERENCES JEA SPECIFICATIONS WITH EXCEPTIONS AS SHOWN ON THE PLANS,OR IN THE NOTES.
LL_
5. UTILITY CONTRACTOR SHALL NOT COMMENCE WORK WITHOUT PRIOR NOTICE TO THE CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT(247-5834). TWO DAYS M
U z
NOTIFICATION IS REQUIRED BEFORE ANY LINES ARE CONNECTED TO THE EXISTING UTILITY SYSTEM. n
M V)
OVER IN PAVED AREAS. WATER AND SEWER ui
6. ALL WATER MAINS SHALL HAVE A MINIMUM OF 30'COVER FROM FINISHED GRADE IN UNPAVED AREAS AND 36" MINIMUM C
MAINS ARE DESIGNED TO FINISHED GRADE AND SHALL BE PROTECTED FROM DAMAGE UNTIL ALL WORK IS COMPLETED.
fi m
7. HORIZONTAL AND VERTICAL SEPARATION SHALL BE AS SPECIFIED IN CODE 62-555.314 (F.A.C.)LOCATION OF PUBLIC WATER SYSTEM MAINS: Z
CN w
(1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS,WASTEWATER OR STORMWATER FORCE MAINS,RECLAIMED L CID
00 c:1
WATER PIPELINES,AND ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSI EMS. 04
0
(A) NEW OR RELOCATED,UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF a_
ui
w
THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSE[STORM SEWER,STORMWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER CL
REGULATED UNDER PART III OF CHAPTER 62-610,F.A.C.
(B) NEW OR RELOCATED,UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET,AND PREFERABLY TEN
FEET,BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM TYPE SANITARY SEWER.
(C) NEW OR RELOCATED,UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET,AND PREFERABLY TEN FEET,
BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE TYPE SANITARY SEWER,WASTEWATER
FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610,F.A.C.THE MINIMUM HORIZONTAL SEPARATION
C14
DISTANCE BETWEEN WATER MAINS AND GRAVITY TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS C14
LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER.
T BETWEEN THE OUTSIDE OF Lj
C.4 00
(D) NEW OR RELOCATED,UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEE C14
THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED`CN-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM"AS DEFINED IN SECTION 381.0065(2),
:3f
U c�
F.S.,AND RULE 64E-6.002,F.A.C. < 0)
LT� w-
m P
(2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS.,WASTEWATER OR STORMWATER FORCE MAINS,AND RECLAIMED c uj-cc ti
WATER PIPELINES. LQ ;�r)6
CL
w
(A) NEW OR RELOCATED,UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUM TYPE SANITARY SEWER OR STORM SEWER <U r-LL_
SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES,AND PREFERABLY 12 INCHES ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE
C-4 0
OF THE OTHER PIPELINE. HOWEVER,IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.
0,'w,
(B) NEW OR RELOCATED,UNDERGROUND WATER MAINS CROSSING ANY ISTING OR PROPOSED PRESSURE TYPE SANITARY SEWER,WASTEWATER OR C>
Lij
STORMWATER FORCE MAIN,OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE =
m 0
OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER,IT IS F REFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. U m:
(C) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS(A)AND(B)ABOVE,ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE cli
OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY,AT SUCH CROSSINGS,THE PIPES SHALL
BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM TYPE SANITARY SEWERS,STORM SEWERS, cp, �10 V)
STORMWATER FORCE MAINS,OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610,F.A.C.,ANDAT LEAST SIX FEET 'oat fmo
FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE SANITARY SEWER 3,WASTEWATER FORCE MAINS,OR PIPELINES CONVEYING RECLAIMED WATER NOT
REGULATED UNDER PART III OF CHAPTER 62-610,F.A.C.
Wifflu/11? 0 z
\0 h, u
A SO
U
c) M u
SHEET
c� X N
Y-A.-AB
,77
��l lot�"
C:\Users\Bill Shields\Google Drive\1-Drawings\ACE,inc\ACE-16009 Jordan Street\16009 Civil 2015-05-26.dwg,5/26/2016 10:41:56 AM
DRAW. . ING INDEX
CONTACTS
ARCHITECTURAL DRAWINGS
PROJECT OWNER:
BEACHES HABITAT FOR HUMANITY
A-001 TITLE SHEET AND CONTACT INFORMATION
797 MAYPORT ROAD
A-101 FOUNDATION AND FLOOR PLAN
ATLANTIC BEACH, FL 32233 A-102 ROOF PLAN AND DETAILS
904-241 -1222 A-103 ELECTRICAL LAYOUT PLAN -Aft W%
-Ab
A-200 EXTERIOR ELEVATIONS
ARCHITECT:
JULIANNE N. OVERBY, RA
Habita,-- ,t
Not&
Aw
2452 PULLIAN STREET
Rd,
JACKSONVILLE BCH, FL 32250
jnoverby@att.net BEACHES
904-704-8628 ph HABITAT FOR
HUMANITY
797 MAYPORT ROAD
ATLANTIC BEACH, FL 32233
(904) 241-1222 FAX: (904)241-4310
ARCHITECT:
Julianne N. Overby, RA
Architectural and Interior Design
ulianne N. Overby, R.A.
9452 Pullian Street
11 Florida 32250
jacksonv' le Beach,
9 -704-8628
04
Email: j'noverb-vAatt-net
FL.AR-0017060 a FL�D-4621
'& DON J"OkTREET
15 "19 JOK
ATLA,NTIC BEACH FL 32233
N
C14
W
w
4 BEDROOM BUILDING TYPE w
IMM U0
1 STORY 4 BEDROOM
Cn
DETACHED SINGLE FAMILY HOUSE z (a)
0 <
w
PERMIT 4ET 00
DATE ISSUED: MAY 452015 FM
cr) Z
r%FF I C_ F C 0 Py j
FM
94
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS PROJECT TYPE: 4 BEDROOM
REVIEWED BY: DATE ISSUED: MAY 4, 2015
REVISIONS:
BUILDING CODE SUMMARY
AREA CALCULATION SUMMARY CODE JURISDICTION: DUVAL COUNTY
FLORIDA BUILDING CODE RESIDENTIAL 2014 - 5th edition
SHEET TITLE
BUILDING AREA OCCUPANCY CLASSIFICATION: R: RESIDENTIAL TITLE SHEET
TOTAL A/C: 113 5 S FT. AND
GA:RAGE: N/A CONSTRUCTION TYPE: TYPE V-B (WOOD FRAME)
ENTRY/PORCH: 212 SQ FT. SPRINKLED: NO CONTACT
STORAGE: 7 SQ FT. FIRE DISTRICT: NO INFORMATION
TOTAL UNDER ROOF: 1 ,51t4 SQ FT.
ZONING: RMD-B SHEET NUMBER
ZONING CODE: THE PROPOSED STRUCTURE COMPLIES
WITH THE REQUIREMENTS OF CHAPTER 656, ZONING
CODE FOR RESIDENTIAL DISTRICTS, INCLUDING
A 001
MAXIMUM BUILDING HEIGHT OF THIRTY FIVE FEET
LOT AREA: THIS BUILDING IS A TOWNHOME SqLD AS "FEE SIMPLE" UNITS. (35
BUILDING HEIGHT- APPROXIMATE HEIGHT AFG: 22'
BUILDING COMPLIES WITH THE SEPARATION REQUIREMENTS SET FORTH IN FBC
2004 - 704.4 PERMIT
SET
%
V w
DRAWING INDEX
CONTACTS
ARCHITECTURAL DRAWINGS
PROJECT OWNER:
BEACHES HABITAT FOR HUMANITY
A-001 TITLE SHEET AND CONTACT INFORMATION
797 MAYPORT ROAD A-101 FOUNDATION AND FLOOR PLAN
ATLANTIC BEACH, FL 32233 A-1 02 ROOF PLAN AND DETAILS
904-241 -1222 A-1 03 ELECTRICAL LAYOUT PLAN
A-200 EXTERIOR ELEVATIONS
.........
ARCHITECT:
JULIANNE N. OVERBY, RA M,
for H� n*
2452 PULLIAN STREET
W
U. !t
0,
JACKSONVILLE BCH, FL 32250
inoverby@att-net
BEACHES
904-704-8628 ph 2g
HABITAT FOR
HUMANITY
797 MAYPORT ROAD
ATLANTIC BEACH, FL 32233
(904) 241-1222 FAX: (904)241-4310
ARCHITECT:
Julianne N. 'Overby, RA
Architectural and Interior Design
Julianne N. Overby, R.A.
2452 Pulhan Street
Jacksonville Beach, Florida 32250
904-704-8628
Email: )noverby@att.net
FL.AR-0017060 FL.ID-4621
1519 JO �RDOImlw ST-REET.
mom
ATLJkNTIC BEAQH -I� L 32233
04
-04
W
4BEDROOM BUILDING TYPE
um
1 STORY, 4 BEDROOM -3
0
14-
z
DETACHED SINGLE FAMILY-ROUSE
0
w
PERMIT SET M
0
MM)
DATE ISSUED: MAY 4y 2015 FM
Z
<
OFFICE COPY
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDMONAL
PROJECT TYPE: 4 BEDROOM
REOUIREMENTS AND CONDITIONS
r
DATE ISSUED: MAY 4, 2015
FIEVIEWED M. YPOr VAIra
REVISIONS:
BUILDING CODE SUMMARY
AREA CALCULATION SUMMARY CODE JURISDICTION: DUVAL COUNTY
2010 FLORIDA BUILDING CODE-
SHEET TITLE
BUILDING AREA OCCUPANCY CLASSIFICATION: R: RESIDENTIAL TITLE SHEET
TOTAL A/C: 1 )335 SQ FT. AND
GARAGE: N/A CONSTRUCTION TYPE: TYPE V- (WOOD FRAME)
E114TRY/PORCH: 212 SO FT. SPRINKLED: NO CONTACT
STORAGE: 47 SQ FT.
FIRE DISTRICT: NO INFORMATION
TOTAL UNDER ROOF: 1 ,594 SO FT.
ZONING: RMD-B SHEET NUMBER
ZONING CODE: THE PROPOSED STRUCTURE COMPLIES
WITH THE REQUIREMENTS OF CHAPTER 656, ZONING
CODE FOR RESIDENTIAL DISTRICTS, INCLUDING
MAXIMUM BUILDING HEIGHT OF THIRTY FIVE FEET
LOT AREA: THIS BUILDING IS A TOWNHOME SOLD AS "FEE SIMPLE" UNITS. (351-01f).
BUILDING COMPLIES WITH THE SEPARATION REQUIREMENTS SET FORTH IN FBC BUILDING HEIGHT- APPROXIMATE HEIGHT AFG: 221-1 ill
2004 - 704.4 PERMIT
n b tid
__j
SET
-7
7 .5-
291-4"
#
29 -4 e.—- 10 -0 6 1 2t-6to AMC:
591 7p-8" 4' 10" 90-8"
to 71-890 V-1 L, e-
31-0
ABBREVIATIONS
.........
A/C EGRESS
EGRESS
ABV ABOVE
AFF ABOVE FINISHED FLOOR to"r M111 1,
AC
110 Mi (6'-10 X2" HDR.) (6'-10 V HDR.)
AIR CONDITIONER COMP 30x52 SH CD HB 30x52 SH
I HB I . 1
n AHL AIR HANDLER UNIT it
0 CABINETS
CABIS
CLNG CEILING
BEACHES
COL. COLUMN STORAG
DR DOOR BEDRM #3 HABITAT FOR
DW DISHWASHER 8' CLNG
FLR FLOOR 2 8' CLNG
FP FIREPLACE (0 HUMANITY
1 '00
GLS GLASS '00
797 MAYPORT ROAD
HB HOSE BIB OWNERS 2
w 00 ATLANTIC BEACH, FL 32233
MC MEDICINE CABINET 0 1
MIR MIRROR 8' CLNG _j Z: 3: (904) 241-1222 FAX: (904)241-4310
(n(n
MT1. METAL V)W V) -
(n W C-4 .
OHC OVERHEAD CABS w N 014 It LO
W Lo 4 3*-8" 40-3 0 x
OPNG OPENING 0 X 0 50-2" 4P-891 10 0
op'r OPTIONAL wo , ELEC - ARCHITECT:
CLOTHES ROD and SHELF 30/68 30/68
R&S PANEL
REF REFRIGERATOR
SD SMOKE DETECTOR 00 Julianne N. Overby, RA
SGI) SLIDING GLASS DOOR 068 3068 co 3068 Architectural and Interior Design
00 — R&S %*_11 - - - C-4
00
SH (2) SHELVES (QUANITY) F�&S R&S C*4 R&S Julianne N. Overby, R.A.
VOL VOLUME 4068 C'q j ---00
WATER CLOSET 2452 Pullian Street
LO WC
WD WOOD Florida 32250
x 0. Jacksonville Beach,
WH WATER HEATER (n U) 30/68
It—on 1= Uj 904-704-8628
—0 8' CLNG x
UJ C14 -,V Email: jnoverbygatt.net
W LO ___%
ft'q- VINYL
0 X 0 FL.AR-0017060 FL.ID-4621
Ujo BECIRM #2 U)
Xv-
BLOCKING NOTES Lf) _1 M U) 00
0
8' CLNG 00-*%
0 0
Lr
0 00 %D to
BLOCKING FOR FUTURE GRAB BAR
INSTALL GRAB BAR to
INSTAHATION. 2 X 6 BLOCKING TO BE LOCATED AT 0
36" (CENTERED) ABOVE FINISHED FLOOR. C14
w
M k.0 X 'U-)
91—1 o" 00
U--m99-7" 4 1 0 R u- It
_090 ftl
0
0S
30/68 �ATH jo T_
w �__x T- UJI
8' CLNG
U —0 30/68 w
- VINYL
00
W= LL
30/68 00
V) Wn OHC
(n
11-4 of
Uj C'4 2
Of in W 3:
—4" REF
Z-0 X 0 2
J
RANGE LO
FOUNDATION LEGEND- z
_I C. W/ HOOD 3_68
- L LI 0)
0
00 0 %
LO BEDRM 00 KITCHE-N
0) 4" INDICATES A STEP—DOWN OR RECESS IN 0 w
04
I CONCRETE SLAB W/ MINIMUM DISTANCE 0 8' CLNG IN 8' CLNG u)
0
DENOTED VINYL
Z
0 w I (n
INDICATES SLOPED CONCRETE SLAB 0 2068 C*4
KJ4�� '14 1
LOPE T_ (4)SH
SLOPE 1/8" PER FOOT (MIN)
'�h %
Z
If Ln
13#-3 of 3P-7 1 W. BAR It 4"-20 51-8" Tom
.0 RHANG 0 48
10 OVE
AFF W/ WALL BELOW
SLAB NOTES 'I %
LO
Z: DINING
Ln (n 0
(n LIVING RM 8' CLNG
l.THE FOUNDATION IS DESIGNED FOR AN ASSUMED W 04
W LO
MINIMUM SOIL BEARING PRESSURE OF 2,500 PSF. IT 0 X C:) 8' CLNG
SHALL, BE THE CONTRACTOR'S RESPONSIBILITY TO Ujo PROJECT TYPE: 4 BEDROOM
VERIFY THAT THE SOIL WILL SATISFACTORILY SUSTAIN
HB THIS LOADING. (2)26x48 SH HE DATE ISSUED: MAY 4, 2015
FOY (61-10 1/2"HDR,
REVISIONS:
2.4" 3,000 PSI CONCRETE SLAB W/ 6x6 10/10 WWM A-3 V L r
OR 4"" 3,000 PSI FIBERMESH CONCRETE SLAB OVER 6 (D 00
(0
ML. POLYETHELENE VAPOR BARRIER OVER CLEAN, (2)26x48 SH
OMPACTED, TERMITE TREATED SOIL. (TYPICAL)
0 $—on w C (6'-10 1/2"HDR.)
.1 —0 — 0-
1VERIFY LOCATION OF ALL INTERIOR LOAD BEARING _099
(n PAR11TIONS W/ TRUSS ENGINEERING DRAWINGS AND 4P-3 of 3 1_011 71-5" 4 1 3 — 40-3" e- 0
PROVIDE THICKENED SLAB 0 ALL LOCATIONS. 10 -7 0— co
0 14f-8" 2'-6" 12 2"
129-2" HT OF ALL STEP—DOWNS SHOWN ON I
4.TH E H El G
171-2*l DRAWINGS ARE MINIMUMS AND MAY VARY AT
LO COVERED P
SITE M SHEET TITLE
BUILDER'S OPTIONS AS REQUIRED BY 8' CLNG
CONDITIONS. tr__-11 — %
................... 5.VERIFY LOCATION OF ALL PIPING AND CONDUITS --- cr)
REQUIRED BELOW SLAB. (SEE FLOOR PLAN FOR ALL 9" 10 9—o" 7 0-1001 10 P-000 9" 6X6 PT POST
PLUMBING FIXTURE LOCATIONS) J- # 7
29P-4" 44 (TYP FOUNDA [ON
290-499
AND
2 FLOOR PLAN
SHEET NUMBER
FIRST FLOOR PLAN
N
FOUNDATION P LAN NOTE:
1 - 0 ALL EXTERIOR WALLS TO BE 6 of OFFICE COPY
— 077 NOTE: ROOF TRUSS ENGINEERING NOT AVAILABLE PRIOR
ONSTRUC11ON DOCUMENTS.
TO ISSUANCE OF THESE C
USS
VERIFY INTERIOR ROOF TRUSS BEARING WITH ROOF TR
ENGINEERING PRODUCED SPECIFICALLY FOR THIS PROJECT.
PERMIT
SET
�68
X
r
znmn__�
tat
F wj
it t.�'
4(
U_
�2
X
------------------------- ---------------------------------------------------------------------------------------------------------- -------------- -—--------------------------------------------------------------- ----------- --------- ---------- ---------------------
----------------------------------- ----------------------------------------------------- ------------------------------
---------------
AN h.L
R 30 BLOWN INSULATION
16
FIBERGLASS SHINGLE
12
4 ROOFING OVER 30# FELT
ath-
INSULATION BAFFLE BETWEEN
AREAS
EACH TRUSS
HURRICANE CLIP 0 EACH TRUSS. 1335 SQ. FT.
—4
4
MAL JANQ; (A BE12ROOM) —4
---�(SEE STRUCTURAL DRAWINGS)
STORAGE 47 SQ. FT.
(2) 2x PLATE #2 SYP
PORCH 212 SQ. FT.
iornu
ALUM DRIP EDGE OVER FASCIA 1594 SQ. FT.
IQTAL UNDES RQOF:
BEACHES
$PC ff
1/2" TYPE
GYP BRD 0 CLG
HABITAT FOR
HUMANITY
1/2" GYP BRD
797 MAYPORT ROAD
FULLY VENTED
VINYL SOFFIT ATLANTIC BEACH, FL 32233
R-13 BATT INSUL--,,,,,,,
(904) 241-1222 FAX: (904)241-4310
VINYL LAP SIDING
OVER TYVEK
HOMEWRAP
ARCHITECT:
Julianne N. Overby, RA
SOFFIT DETAIL Architectural and Interior Design
J Julianne N. Overby, R.A.
3
1 0 2452 Pullian Street
Florida 32250
Jacksonville Beach,
904-704-8628
Email: jnoverby@att.liet
FIBERGLASS SHINGLE FL.AR-0017Q60 FL.ID-4621
ROOFING OVER 30# FELT
z
LU
ALUM DRIP EDGE OVER FASCIA
>
w
PAINTED WOOD TRIM
VINYL LAP SIDING
0
OVER TYVEK HOMEWRAP UJI
UJI
END TRUSS
LL
PITCH PITCH
Fm
0)
LLJ
z
R-30 INSULATION W SOFFIT DETAIL
0
2" POSITWE AIRSPACE SEE 3/A-3
UNDER SHEATHING
w
C" ABLE DETAIL
4 DOUBLE 2X6 TOP PLATE
— 0 ))
AT FRONT GABLE
Fm
2X6 STUDS 0 16" O.C.
Z
W/ R-13 BATT INSULATION
F-
F-
z
U.1
SIEPS:
>
1. IN WATER SHEDDING FASHM STARTING
AT THE SM OF THE WALL&WOR:KING
Li
70*MS THE TOP. INS1ALL'ME WRB'TO FM
WINDOW INSTALLATION
--(METHQD A-1)
THE FACE OF'THE SHEATHING.
WtKMER RESISTANT BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION.
2.APPLY SILL FLASHING
FLAS�ING APPLIED OVER THE FACE OF THE MOUNTING FLANGE.
M
APPLY BEAD OF SMANT AT BACK OF
WINDOW nANGE& SEr WINDOW USING PM THE WINDOW FRAME TO (n
HM SCRENS TO FXWA7E INSPI=TION- APPLY A Jr ROM. SECTION A VINYL LAP SIDING OVER (n
TO THE BAMDE 0
THROUGH WINDOW JAMB 3
4,APPLY BEAD OF SMANT AT SIDE OF THE WINDOW TYVEK HOMEWRAP 10 U
JAMM DMD 8 Jr IN LINE W17H ANY SEALAffr BEAD
HOLES OR BEHIMmouNnNG
5.APPLY JAMB FLASHING $1.07S. FLANW 00
A"y4MB FLASHING
L APPLY BEND Of SEAUffr AT HM PROJECT TYPE: 4 BEDROOM
APPLY CONT. Sm TO THE
7.AMY HEAD FUMING
MOUNTING nANGES AT THE TOP
(HM)AND SHOES (JAMBS) OF - DATE ISSUED: MAY 4, 2015
& REMOVE PREVIOUSLY APPLIED 1APF*
WINDOW. EXTEND SEAJAW AT 00
ALLOWING wRB TO LAY FLAT OVER WAD
FLASHING.APPLY NON SHEATHING TAPE JAMBS 24-ABOVE THE RO. AT
OVER DIAGONAL CUT - SEE DIAGRAM. HEAD. EMBED JAMB FLASHING
REVISIONS:
INTO SEkLANT AM FASTER IN
GOES OVER SEALANT BW BETWEEN
J
FLASHING AM
MOUNTING FLANGE
SECURE WIRB AT HEAD
j
2"x6" P.T. BOTTOM PLATE W/ 1/2"X1 0"
ANCHOR DOLT 0 24" O.C.
17'-6"
5- &MM R AMIM
FINISHED FLOOR
ExnwA1MB FLASHING TO
OVERLAP SILL FLASHING.
EXTEND JAMB FLASHING
AME ROM OPENING AT FLASHING AT HE-AD MENDS 10 SHEET TITLE
10
HEM. I=TOP OF%IAMB BE"= JAMB FLASHIM GRADF
FLASHING UNM THE FLAP OF
WRB AT THE We. SEE
SEE FOUNDATION
DIAGRAM.
13
DETAILS FOR
7- HE-AD FUMM INTERIOR VIEW:
ACTUAL SIZES ROOF
701P LEFT CORNER OF WINDOW
EMBED BOTTOM OF THE HEAD
FLASHING AGAINST THE
PREVIOUSLY APPUED SMART
GOOMM
We FLASHING PLAN
SMANT
mH &me FLASHING. FAS7EN IN 4[ —4
PLACL NOTE:
04
ALL STRUCTURAL SIZES TO BE VERIFIED WITH LICENSED
AND DETAILS
STRUCTURAL ENGINEER OF RECORD FOR THIS PROJECT.
SILL
cur uw-s�,,r-"
THESE WALL SECTIONS SHOWN FOR DESIGN INTENT.
SHIM AND ADJUST WINDOW 70 C
ACHIEVE SQUARE, PLUMB,AND
L SHEET NUMBER
LEVEL CDNDITIOK. USE CORROSION
RESIS1ANT FXSTE114M FASTER
1-WMER RESISTANT!BN= WINDOWS PER WINDOW
MANUFACTURER SPE)(3FICA71ONL
am WA� LL SECTION ROOF PLAN
AT A 45 DEGREE ANGLE,
CAREFULLY CUT THE BARRIER ON 71 77 7 77
A DIAGON09- GENTLY RAW THE — 077
2
TOP EDGE OF THE ORRIER UP
AND TAPE THE 70P CORNERS AND 3 1 4
CENTER TO THE EXTERIOR WRB
SURFACE ABOVE.
PERMIT
�\x
Habita" t
SET
20 XHHW AL
----—--------------
HB
150 AMP PANEL
U
1111-9 mm!ty
ELECTRICAL METER
AND 150 AMP BREAKER
BEACHES
OWNERS
BEDRIVI
3" CONDUIT, RUN TO POLE /_1NELECTRICAL SERVICE RISER 81 CLNG 8' CLNG HABITAT FOR
EXTERIOR WALL
0
HUMANITY
STORAGE E) 797 MAYPORT ROAD
8' CLING ATLANTIC BEACH, FIL 32233
LIGHT LIGHT
(PREWIRE FAN) (PREWIRE Ill
ARCHITECT:
ELECTRICAL LEGEND- Julianne N. Overby, RA
Architectural and Interior Design
Habitat
fb H
x
FM)(
IFz& 110 VOLT DUPLEX OUTLET—WALL MOUNTED Julianne N. Overby, R.A.
2452 Pullian Street
1117__
110 VOLT DUPLEX OUTLET—WEATHER PROOF 0 0. BATH Jacksonville Beach,Florida 32250
BEDRIVI #2 r G 904-704-8628
110V DUPLEX —GFCI OUTLET 8" CLNG VINYL Email: jnoverby@att.net
FL.AR-0017060 o FL.ID-4621
110V DUPLEX —AFCI OUTLET
220 VOLT OUTLET—WALL MOUNTED ce
U_
No, TELEPHONE OUTLET
LIG
-69- SWITCH (PREWIRE FAN)
AT Jul FM cq�
.64 SWITCH—THREE WAY I U: ' UJI M
CLNG w
PUSH BUTTON SWITCH VINYL
AL
DOOR BELL CHIMES FM UM
0.. CABLE TELEVISION OUTLET LIGHT U
(PREWIRE FAN)
0
LIGHT FIXTURE—CEILING MOUNTED KITCHEN
8* CLNG 0
LIGHT FIXTURE—WALL MOUNTED VINYL
w
SMOKE DETECTOR—CEI LING MOUNTED
*Do
EXHAUST FAN BEDRIVI #1
mom ELECTRIC PANEL 8' CLNG
Z
QUICK DISCONNECT
LO
FLOOD LIGHTS — DUAL HEAD J
__0 DINING
1'x4' FLUORESCENT CEILING MOUNTED UGHT 8' CLNG
LIGHT FIXTURE (PIREWIRE
FAN)
PROJECT TYPE: 4 BEDROOM
LIVING RM HB DATE ISSUED: MAY 4, 2015
8" CLNG REVISIONS:
ELECTRICAL NOTES OYER
ANYL I.
1. IN FAN / LIGHT COMBO SWITCH TO
OPERATE LIGHT ONLY.
2. ALL WRING IN BEDROOMS TO BE ARC
FAULT PROTECTED PER NEC 2002. MYESED PORCH
3. INSTALL DOORBELL TRANSFORMER IN FIRST 8' CLNG SHEET TITLE
FLOOR ENTRY CLOSET.
4. ALL THERMOSTAT AND LIGHT SWITCHES TO
13E HUNG AT 48" MAX. ABOVE FINISHED ELECTRICAL
FLOOR.
5. ALL LIGHT AND FAN SWITCHES TO BE LAYOUT
TOGGLE—TYPE SWIICHES.
PLAN
6. ALL ELECTRICAL OUTLETS TO BE LOCATED
MAX. 18" ABOVE FINISHED FLOOR.
OFFICE COPY
SHEET NUMBER
PERMIT
SET
L
L 7
--- ----------
------------
_N
- ---------
T L
-----------i __J
L -1--------- =-------
I 2',-�-
----------- --------
L ......
L
--- ------- -------- - -------------------
---------------
------------
L
----------
_T
----- ------
4
L d--------- ------
_T_
M
P
NK
T'T
---------- ----------
--- ------- ......
4z
a
A
5
g
K %
J_
M M
f
------------ NNO
�N
BEACHES
------------------- D- HABITAT FOR
�-gl� M
M
HU ANITY
............
797 MAYPORT ROAD
ATLANTIC BEACH, FL 32233
A
-1222 FAX: (904)241-4310
(904) 241
............
S I D E E L EVAT lu" N ARCHITECT:
julianneTV. . Overby,
Architectural and Interior Design
Julianne N. Overby, R.A.
2452 Pullian Street
17'-6" MAX GABLE (10%) Jacksonville Beach, Florida 32250
904-704-8628
12 Email:
1 060 FL.ID-4621
12 _L__ FL.AR-001
------------
-----------
HARDIBOARD & TRIM
--- --------- -------
RAL SHINGLES ----------
0101
30 YEAR ARCHITECTU
------------
------------
L 1-----
r
__A----
L --- --- - -------
----------- --------- _7---
7 ____'T 7774:�_ _,
811 8
1/8" LID ----- ---
BEARING BEARING
F 1-
4" COLUMN TRIM
0
0
6" WINDOW TRIM
BOXED-OUT
TAPERED COLUMN
UL
VINYL VERT. SIDING
BOARD & BATTEN
(6 1/2"/ 1 1/2")
4" BASE TRIM
16" SQ. BASE it
"N
-on
h z
U L
;j FINISH FLR
0
1-0"
W HORIZONTAL I- i A- 'q--,'FINISH FLR 0 0
UYL SIDING UJI
'.I
CU
FRONT ELEVATION R EAR ELEVATION Z
77 4-7 LO
1 4 1 - 0 17
Fm
PROJECT TYPE: 4 BEDROOM
-----------
12 ...... i i L
DATE ISSUED: MAY 4, 2015
12
REVISIONS:
----------- -ILL
-T ------
30 YEAR ARCHITECTURAL SHINGLES ------ =t='
L I I ---
I L __L___
-I---------- --
-----------
8
8'-1 1L T= _T_ -------
-----------
T _7 1 ___T____ T--1
BEARING
NANYL SIDING
SHEET TITLE
EXOTERIOR
_0"
0 ------------------ -------- . ...... ------
FINISH FLR
ELEVATIONS
SIDEELEVATION SHEET NUMBER
77 7
-PY
4 1 4 MCE CC)
Nl�
PERMIT
F
Habitid
SET
I I - __ I
I "Pr I
I -
,
. �
,
I
I
�
,
I
I
I
THIS DOCUMENT, ALONG WITI
SPECIFICATIONS: (continued) � ASSOCIATED DOCUMENTS, IS
GENERAL NOTES: EZ /��,_ AN INSTRUMENT OF
OTHERFP f� ENCINEER'S SERVICE FOR
1.All notes,drawings,details,tables,references and specifications depicted within these engineering documents shall be reviewed by the client and each material and/or ,AMING CODES & DESIGN STANDARDS: DESIGN LOADS: - / THE EXCLUSIVE USE AT THI
I I �///, /,//,///, �/ I
service contributor prior to initiating construction of the structure depicted herein or providing labor and/or materials for the same. Labor and/or materials shall only be I ,-///-�//-//,/�/�,�//,�/�//-�""////�,",/,/,/�./�,/
, ////// ,
I //�,-,,/�//�.-�///�///-,�, / // // - PROJECT TITLED HEREIN.
1.All structural(dimensional/solid-sawn)framing members,except as noted or specified otherwise,shall be 92 SYP lumber w/maximum 19%moisture content. , ///�,�///,�,/,/��, � ,�,�/�/"�,�."
Florida Buildin Code-Residential 2014 ROOFS C /// //1, - - �,//// I'll/1 /�2,1-'X/, /
furnished by those persons and/or entities with a thorough understanding of the notes,drawings,details,tables,references and specifications depicted herein,as well as a 9 I/ �, . INFORMATION DERIVED FROA
I I ,� / .
thorough knowledge of applicable construction and safety practices required to execute a design such as the one depicted herein. Florida Building Code 2014(as applicable) LIVE LOAD 20#/sf /,I" I / , I I 1
2.All engineered wood beams shall be Trus Joist/1-Level/Weyerhaeuser brand Microllam LVL 1.9E,or equivalent,except as noted otherwise, and shall be installed in " I / � I 11 //
/ // // /I � I �/,,
DEAD LOAD/SHINGLES 7#/sf /// "I /,." //'' ASSOCIATED DOCUMENTS, HA'
��1/1 11 ,I/ "/� ZONE"I" -�/ /. � /
accordance with the manufacturer's specifications,instructions and directions. .1 // " I
ASCE 7-10 DEAD LOAD/TILE 20#/sf � /�/// 1/',/
2.These engineering documents have been prepared at the client's request to ensure the structure depicted herein is in compliance with Sections 1603 through 1607, 1609 �// ,//,//' ,1 �,''/,,/�/ , //
/, I � � 1, ��// WORK(S) OR PROJECT(S)
and 1610 of the Florida Building Code,and/or Sections R301.1 (excluding"flood"design,unless specifically noted within these documents),R301.1.3 and R301.2.1.4 NDS-05 DURATION FACTOR 1.25 // //1, "I� '"', /
3 All engineered wood posts or columns shall be Trus Joist/1-Level/Wey(-rhaeuser brand TimberStrand LSL 1.3E or Parallarn PSL 1.8E solid members,as specified,or , .111 ,�,/, /,/�/ I I ,/. ///, WITHOUT THE EXPRESS
along with Tables R301.5,R301.6 and R301.7 of the Florida Building Code-Residential. The engineer's scope of work is limited to only providing the necessary analysis, ' ' TPI 1-07 FLOORS E_ ��-/ /�// /"' , // "I,/
I � " .//
,// ////.I'�' �/, -1 'I'll /
equivalent,except as noted. Vertical post or columns specified on the framing plans and/or details as engineered wood may not be built-up or pieced together to form �� �4 //,�/ 0 /111 , 1/" WRITTEN PERMISSION OF TH
.
//. �//"�,�,�"//�/ 1Rf/ �/// //_,:��/, ''. /
drawings,details and specifications commonly required to depict the construction necessary to conform to or with the structural loading requirements as outlined in the ACI 318-05 LIVE LOAD 40#/sf Z ,-/� /. C; ,/ '11"', /', I ,/
, - " --gim
,
M/,//,�///�,////1 171/�� /;/ /I I
the specified dimensions;they must be solid,one-piece members. Post or columns specified within these construction documents as dimensional/solid-sawn members- 0 /,�� � - I ,�,//�, /'�,/� '/,,� E. _` -___#90 LVf1'@f#0@@#'�-
/ '/,' '/ ". ZONE"I"
,
aforementioned sections of the code and specifically excludes other elements of a structural nature as well as all elements of a non-structural nature. Additionally,the WFCM-01 DEAD LOAD 12#/sf(Including Chi'g Below) �_ / t- � ///�/////'//I///�,,////��/�/ / ""/ , /�., / ��
, ,, , ,, ,, /
i.e.4x4,4x6,6x6,etc. -may be replaced by a similar-sized(e.g. a 5.25"x 5.25"EWP in lieu of a 6x6 SYP)engineered wood post without additional analysis or V� /111 ,��//,,,/, /, �/ /� /// REV,DEN27E5qPR.sFffM,Iv
,/,// W , /I I// "I//�M�/,�///,_�//,./,/_.��/I
engineer's scope of work specifically excludes engineering functions delegated to others [i.e.roof and/or floor truss design,engineered wood products design(except EWP DURATION FACTOR 1.00 0 �� Z . , �-/,// I ,� 11 ''./
M I /� 1"/, /1,
documentation required by the engineer. /// 0 �// 11//1 I
/I I�, . / 1//
/ ZONE �/�//' I/ ,/ //,� I -
,
I
DESIGN CRITEMA: CEILINGS/ATTICS / / N �/ I "I" ��,//' , , /1', ,� �
specified herein),etc.] as well as other disciplines of engineering-i.e.mechanical,electrical,plumbing,geotechnical,environmental,site(including drainage),etc. And, /,� //, / ,/ /11 11 � /I
" ///, / / ,�I "I, � /,I/
t -structural nature,including but not limited to egress and life safety;moisture LIVE LOAD/NO STORAGE 10#/sf(Non-concurrent) /"//� , ,�/// / / / �'//,� I ,//
/
,
the engineer's scope of work specifically excludes design elements of an archi ectural or non 4.All nailing shall be with"common"nails,except as otherwise noted. All nailing not otherwise specified within these engineered documents shall be as specified by . ,I ////,� /I I , �� ZONE �,// /,,'/ -
protection,infiltration and/or resistance;resistance to wood destroying organisms("WDO");fire-resistance;energy efficiency,etc. The engineer further warrants that the BUILDING TYPE LIVE LOAD w/STORAGE 204/sf(Concurrent) 11 �I ,/,/ / I'll, , I I " '? I
ied and glue or other adhesives shall not be used in place of nails /�,�,/, "/ I 11�//�/�/ �, /,� I// "'/;_ /I
I I I///��', ".� // /�, I /�", ,
the applicable code referenced herein. All envelope sheathing shall be nailed and/or screwed as specif I ,// / I "I //1 I / I�
structure depicted within these documents,to the best of his or her knowledge,complies with the applicable portions of the aforementioned sections ofthe code and makes BASIC WIND SPEED 130 mph(3 sec. gust) DEAD LOAD 5#/sf // , //1 /"I //1. , -/, "1, ,,,�//
, ,
,
,
or screws. , , ///-,��,�,/,� I I .. �//, .// ,// , �,/, -
!) ive to these documents with regard to their fitness for any purpose. Any data included within these documents that address EXPSOUIRE CATEGORY C WIND ., /// 1'/�' /I//"I', 1, /,.,,� // 3
,,
I I /,',�/ ,, I ��, �,I(p//I I� /Z/ / -
no other claims warranties or guarantees relat - >/ �1' //(_�, .1 � // �, / ,
/-,/�/ 11 //1, "I I , 1�/��
elements beyond the specific confines of the aforementioned code sections and stated limitations is purely incidental to the engineer's scope of work and shall b-. BUILDING CATEGORY 11 LOADING PER TABLES 11", �111''//, �11 I/,/ / ,� / Zl/, I/ ,'//,�',
,, , /, , ..
5.All engineered components,including roof trusses,floor trusses,I-joist,etc.,shall be installed in accordance with the manufacturer's specifications,instructions and /. / 1// � , � 1/� I///�,Vv- 4 -
I / / �// "' _
responsibility of the appropriate entity-i.e. owner,architect,contractor,and/or building official,individually and collectively-to design,account for or otherwise verify as INTERNAL PRESSURE Coef. +0.18/-0.18 DURATION FACTOR 1.60 / 'I ��
,
11�/ ZOINE ,//-, //I - ZONE / - =
I' ll I 11 " ----
directions. SIESMIC N/A I � �// . // 11 z/
appropriate for the intended purpose. � , I /� I,,/ I
,
1," , I //, - The -
-,� I I/,�/�/ I'll, I I / �� 1
6.All sheathing shall be either APA-or TECO-rated,Eposure 1,PS I/PS',��(Structural I rated sheathing NOT required except when specifically identified as such). �" /�,_//"�/ � ,I,/ I /,
,ts / / I�/ �,,�� /",/�,� _--1
3.The structure depicted within these engineering documents,unless specifically noted herein as otherwise,has not been designed to resist flooding or the associated effec Sheathing may be either OSI3 or plywood,unless specified as one or the other on the framing plans and/or details. All panel edges of wall sheathing shall be solidly C 'I', /�/,�,/�/ ///��' / ,//, X CASTILLO
thereof It is the responsibility of others-i.e.owner,architect,contractor,site developer and/or building official,individually and collectively-to establishthe minimum blocked. Use of"ply clips"or similar edge support is required at unsupported panel edges of roof sheathing 7/16"thick when supports are spaced at greater than 16"o/c. GABLE ZONE"Y'-CORNER 1��'�.'*".
appropriate building elevation for the subject site and the improvements located there upon. In no case shall the structure depicted herein be sited at an elevation less than Use of"ply clips"or similar edge support is required at unsupported panel edges of roof sheathing less than 23/32"thick when supporting tile roofs. Use of"ply clips" ,�LZ4 ZONE(S),TYPICAL Group ._"#�.
the minimum prescribed by FEMA,as prescribed by FEMA and enhanced by the local controlling authority,or as prescribed by the community engineering and approved i' :,.�,I'-,�,
or similar edge support is recommended at unsupported panel edges of all roof sheathing,regardless of panel thickness,for improved aesthetics. Roofand wall I I I �.,-�,..�,..
� . ,
by the local controlling authority. Furthermore,the structure depicted herein shall not be constructed on a site meeting the criteria for or otherwise identified as a flood zone - A Florida corporation , .. .."
sheathing shall not be less than 7/16"thick. Floor sheathing shall not b�_Iess than 23/32"thick,with all panel edges supported(tongue&grove or blocked). Some ! ROOF PLANNIEW ZONE"I"-INTERIOR ZONE(S) I �-.". ,,, �.
. . ..
1. . . . ,
I ,
istant to the potential effects of V-class flood zones. 1:1 Designers .- �
"V"unless these engineering documents specifically indicate the design(s)depicted herein are res design loads require thicker panels;see sheathing specifications for specific minimum panel thicknesses,required span ratings and fastening information. %_ .11 ,� _.,
I ��,%�/ Engineers
4. The design(s)depicted within these engineering documents has/have been prepared in accordance with the applicable laws,codes,standards,rules,etc.,(refevenced "I// ZONE"T'-END/EDGE ZONE(S) . "-1.
7.At exterior walls clad with a stucco or an applied-stone veneer finish,tlie APA(www.apawood.org)recommends the use of either 15/32"thick,32/16 span-rated El .:0.,
.
f any errors or omissions contained within the design(s) "EZ" DIMENSION: 655o Roosevelt Blvd. .. .- I
herein)as interpreted and enforced by local authorities having jurisdiction and,further,the engineer is not aware o sheathing(Exposure 1,PSI/PS2) or 7/16"thick,24/16 span-rated Structural I rated sheathing when the sheathing is installed with a vertical orientation(long axis I ZONE 1"-CORNER ZONE(S) Jac sonville,FL 32244 i.� .I'I �.
or documents,nor of any inconsistencies between the design(s)and documents and the applicable laws,codes,et al. However,should any portion of these engineering ..
I
I
orce the aforementioned recommendation is at the sole . ** Y-O" ** (904)68o-6279 FL CoA NO. 1Z
documents be found to include an error or omission,the engineer,upon appropriate notification,will correct the document(s)in a timely fashion without additional fee to parallel to the studs)on the wall(s-ee Technical Bulletin TB-202 for additional information). The discretion to enf - M .I
discretion of the local Building Official.Do NOT use sheathing that does not conform to the aforementioned recommendation unless you have FIRST verified the I .I -.1
the client-unless the error or omission arose from flawed,incomplete or ambiguous data provided to the engineer,which will result in additional fees due to tho engineer suitability of the nonconforming materials with the Building Official having jurisdiction over the project. Failure to do so may result in the need to significantly enhance �, -_ -- .-
for the additional services provided. The engineer will not be liable for any increase in material and/or labor costs arising from the revision,correction or updatO to the the construction of the exterior walls. � � � I
engineering documents or addendum thereto. 8.Metal connectors shall be Simpson brand hardware,as specified herein,and shall be installed in accordance with the manufacturer's specifications,instructions and I I I' �:)
5.These engineering documents may be used one-time-only,and only at the specific site or location identified herein. The design(s)depicted hereinmay not be used to directions. Alternates to the specified Simpson connectors may be used,provided that the alternate connectors meet or exceed the specifications ofthe connector(s) 1 -77-7 V�
ion specified herein. I ��7�,�� , /�
� ,,
execute(a)subsequent structure(s)or elements thereof,nor shall the design(s)be executed at a location other than the one site or locat specified and have appropriate product approval and installation instructions and directions. I �, �/ 0�3
1 \ /�
I I �\ / �4
1
,
I I I ,
,
���
I
�
I I I I 1� ,/
6.Use of these documents for any purpose constitutes the understanding and acceptance of the terms and conditions outlined herein. � � \ I/ Q,,O) C)
7. Verify structure orientation with architectural drawings and site plan or survey before commencing construction. Do not commence construction ifa conflict is present. FOUNDATIONS,CONCRETE&MASONRY : I I _\ ��
I 41\ ��
8.Any discrepancies between these engineering documents and the architectural drawings,site plan,survey and/or other data or information shall be reported to the 1. The foundation design(s)depicted within these engineering documents has been completed in accordance with recognized standards,recommended soil design � � I � = ��
engineer before the commencement of construction and no construction shall proceed until the discrepancies are resolved. Should discrepancies be discovered during parameters and accepted engineering design procedures and is based upon the best information available at the time of their preparation. The design(s)depicted herein I /�/�,/�/�//�,/ ��
is/are intended to minimize differential movement resulting from the heaving of expansive soils and/or settling of subsurface soils. It must be recognized that the � I
e /
/
ancies have been resolved. / V) �4
construction,construction should cease until such time as the discrep foundation components will experience movement throughout the useable.life of the structure. Subsequent owners and/or occupants of the structure shall be apprised of /�
I
I
I
the soil conditions present and be advised to maintain good practice in the future with respect to surface and subsurface drainage,maintenance,the construction of .� � 7 / 0
9. These engineering documents have been prepared consistent with the architectural drawings and details provided by others-that include dimensions,opening locations uture ,�/ /
A partitions above floor slabs, finish work on or above the floor slab and the locating or constructing of secondary elements near the structure that could affect f �)
and other specific information-which has been replicated into these engineering documents. The engineer is not responsible for the accuracy of the replicated),P.formation //
performance. / X__7 \ el
or for claims arising from the use thereof. I / \
P�/,�,��,,A ,/ \ un
I
1
2. The foundation design(s)depicted within these engineering documents has/have been prepared based on a relatively flat,well drained building site featuring ., I �:)
/ \
10.Unless specifically depicted within these engineering documents,the engineer has not been made aware of nor accounted for other components,elements or systems exclusively non-expansive soil with an allowable soil bearing capacity of not less than 2,000#/sf and a design lateral load( t-rest pressure)of 604/sfper foot ofdepth 1�_7 1\1- ��
-7 17���\ \,7\777--
that may be intended by others and could affect the performance and/or serviceability of the structure depicted herein. with a level back slope. Should site conditions be adverse to-or otherwise inconsistent with the aforementioned parameterZ construction shall cease immediately and "/,7-�7/77 1 C/� 0
I 1.These engineering documents should never be scaled. Wall framing should be based on the stud table(s),specifications and/or the relevant notes provided herein. Wall the engineer shall be promptly notified of the conditions and no further construction shall occur until the engineer has provided additional direction. 0 �_� I
framing shall not be assumed based upon the"scaled"wall width depicted on these or any other drawings,or based upon notes or references included in the architectural � ��
3. Backfill should not be placed adjacent to the foundation walls until the walls have cured adequately to provide sufficient strength and have been anchored to the floor -- IZPI P-� ,�
drawings. system above or otherwise properly braced or shored to prevent damage to the wall. -- ��
12.These engineering documents include specific information of a structural nature-i.e.the size,grade,species, quantity,strength,etc. of headers,beams,Columns,posts, 7 . .... �-4 �� U
I aration requirements necessary to achieve the required minimum 2,0009/sf soil bearing capacity. . �_�
4. Refer to the Geotechnical Engineer's report for all soil and/or site prep, .. : _
I
__
orcing,connectors,fasteners,etc. This inforination supersedes information of a similar nature that may be shown on the � 4� W
I L
studs,joists,rafters, sheathing,footings,reinf In the absence of a geotechnical engineer's report,the site and soil shall be prepared to the satisfaction of the Building Official. " -1 4�
� --
associated architectural drawings. Additionally,the size,gfade,species,quantity,strength,etc. of the structural elements specified herein may be exceeded or enhanced, . .14, - V\ C,\ �_�
I
I
-1
within reason,at the discretion of the user without additional review or analysis by the engineer,unless specifically prohibited by the engineer. I FLOOR PLANNIEW C
1 5.All foundation pads depicted within these engineering documents shall be formed to the dimensions as indicated and substantially centered beneath the associated rx� J
column or wall,unless indicated otherwise. sn' 44
13. These engineering documents include multiple pages.with cross-references. All pages of the engineering documents should be reviewed and understood before using ' I I "ET' DIMENSION: 1:1 ZONE"T'-INTERIOR ZONE(S) �� . PL�
the documents for any purpose. If(a)page(s)of the engineering documents is/are missing,illegible or otherwise unusable,obtain complete and legible docume-11ts before 6.The location of steps,jogs and top-of-wall and/or top-of-slab elevations are critical to foundation performance. While the location of those steps,jogs and elevation , r_7_7_1 V�
proceeding with intended use. changes indicated or otherwise known to the engineer have been depicted within these engineering documents,it is understood that some of these items may change � ** Y-Off ** 1`�'/] ZONE"5"-END/EDGE ZONE(S)
- L��J �� E 41
14. It is the intent of the engineer that the structure depicted within these engineering documents be executed in conformance with all requirements ofthe authorities having during actual construction. The design(s)depicted herein can only addre,ss the proper foundation configuration as specifically depicted herein and couldrequire . I C) V)
jurisdiction over the construction and/or occupancy depicted herein. All contractors-including materials and/or labor contributors-are responsible for the means and additional analysis and effort should field revisions merit. � I �:) qtt W
with all applicable laws,rules,regulations,codes and i , MAX. ON-CENTER STUD SPACING (in INCHES) 0 r--� ��
methods of constructing the structure depicted herein and shall perform their respective functions in conformance 7. Extreme care should be used throughout the construction process to prevent the movement of retaining and/or foundation!walls until the completion ofthe structural -
standards. Under no circumstance shall these engineering documents,nor any portion thereof,be used for any purpose until a)they have been reviewed,b)they have been system. It is the sole responsibility of the contractor(s)and labor contributors executing the design(s)depicted within these engineering documents to adequately shore I 0
approved,and c)(an)appropriate permit(s)has/have been issued to execute the design(s)depicted herein by the appropriate controlling authority(ies)or their designee(s)., the walls throughout the construction process to maintain the integrity of the design(s). END-ZONEANTERIOR ZONE: QI) rz�
Furthermore,all construction arising from the design(s)depicted within these engineering documents shall be inspected as required by the authority(ies)responsible for the I WIND 130/c FLEXIBLE FINISHES (NOTSTUCCO) CD, �4
issuance of any permit(s)and shall pass each required inspection before the construction progresses further. No Certificate of Occupancy(or similar statement of Mn.Rf Ht. <30' .
completion)shall be issued for the structure depicted within these engineering documents,nor shall the structure be occupied or otherwise used for any purpose,until such 8. The building site shall be cleared of all top soil and organic matter beneath the planned structure location,as well as for an additional five feet or more beyond the FINISH FEEX. 2x4 2x6 2x8 2xI 0 �-� �� ,.�
. urisdiction over the construction and/or occupancy of said structure have confirmed the structure is safe,sound and in compliance with all perimeter thereof. Unless otherwise indicated,all footings and flat concrete shall bear upon non-organic,undisturbed soils compacted to a density ofnot less than 95% PLATE HEIGHT #2 SPF #2 SYP 43 SPF #2 SPF #2 SYP #2 SYP #2 SYP
time as the authority(ies)having j of Modified Proctor Maximum Dry Density(ASTM D I 557) for a depth(.f not less than two feet(24 inches)below the bottom of the footing or slab;Or,upon clean (NONHNAL) I
the drawings,details,tables,references and specifications depicted within these engineering documents. , as required,shall be placed atop non-organic,undisturbed soils(with the compaction COMPONENT & CLADDING PRESSURES (in psf)-Vsd or "ALLOWABLE.-.- - 81 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 1 ,t!� C) g
applicable laws,rules,codes,etc.,and consistent with - I I GW-,GP-, SW-,and/or SP-class fills with any organic materials removed. Fill, , 91 24"/24" 24"/24" 24"/24" 24"/24" 214'724" 24'r/2411 2411/24"
,
,
I
or contributors executing the design(s)depicted within these engineering documents to determine the proper thereof verified as previously referenced)and added in one foot(12 inch)lifts and each lift shall be compacted to a density of not less than 95%of Modified Proctor WIND 130/C ROOFS(all values negative-i.e."UPLIFT") WALLS (incl.Windc.0vs'6�,:_ -_ - > C) W
15.It is the sole responsibility of the contractor(s)and lab Maximum Dry Density(ASTM D1557). These minimum specifications may be exceeded or superseded by either a geotechnical engineering report specific to the PITCH >6/12 -ONO - 10, 12"/161' 12"/16tr 24"/24" 24"/24" 1 24"/24" 24"/24" 24"/24"
ry to execute the designs,as well as insure the soundness 15' END ZONES INTERIOR ZONES __i:F__ �:) r-Ii �4
,ary to achieve the minimum required(2,0004/sf)soil bearing capacity,but in no case shall the Mn.Rf Ht. ZONE"Y ZONE"T' ZONE"I" OVER14ANG OVERHANG III 10'712" 10"/12" 24"/24" 24"/24" 24'724" 24"/24" /24"
erection procedures and sequences required to insure the safety of those providing the labor and materials necessa � building site or at the direction of the Building Official,as deemed necess � - -_ -
CORNERS END/EDGE INTERIOR CORNER INTERIOR REGATIVE
of the structure and its sub-elements and/or components throughout the construction process. Furthermore,it is the sole responsibility of the contractor(s)and labor site be prepared to a lesser degree than that which is outlined herein. AREA(in sq.ft.) NEGATIVE POSITIVE POSITIVE 12' 6"/8'1 8'712" 24"/24" 24"/24" 24'1/24" 24'P/24" 24'1/24"
contributors to provide appropriate and adequate temporary bracing necessary to maintain a safe,plumb and level structure during the construction process,untitsuch time <10 -25.85 -25.85 -22.10 -37.46 -37,64 -29.60 22.10 -23.98 22.10 14' N.P. N.P. 12"/16" 241'/2411 24"/24" 24"/24" 2411/24" �� C/� W
as all of the structural elements and components depicted within these documents are properly installed, inspected and approved. Bracing shown throughout th�,se 9.All concrete slabs on grade shall be no less than the thickness indicated on the drawings(no less than 4"nominal thickness in any instance)and be placed atop 20 -24.73 1 -24.73 -20.98 . -36.34 -36.34 -27.72 21.17 -23.04 21.17 16 N.P, N.P. 12"/16" 1 16"/16" 1611/241' 24tt/2411 24'1/2411 Q�
engineering documents is permanent bracing and should not be confused with or substituted for the aforementioned temporary bracing. (minimum)6mil polyethylene(visqueen)barrier installed in accordance with applicable codes and standards. Slabs shall be reinforced with either 6x6 W1.4xl.4 50 -23.23 1 -23.23 -19.48 -34.84 -34.84 -24.91 19.67 -21.54 19,67 185 N.P. N.P. 811/811 8'712" 12"/12" 24"/24" 24"/24" 61\ �:) C�
d roof shingles or tiles-placed on the floor(s)or roof(s)of the structure depicted within WWM,lapped not less than 8"at edges/ends,in conformance with AS T1\4 A-1 8 5,or Fiber-Mesh reinforcement shall be used with minimum 2" fiber length at a rate of I I �:I 00 -22.10 1 -22,10 -18.36 -33.72 -33.72 -23.04 1 18.73 -20.6C- 1 18.73 . 19.5' N.P, N.P. 8'78" 8"/81? 811/12" 2411/24" 24"/24" 4�
16.Yet-to-be-installed building materials-such as gypsum board("drywall")an installed materials does not exceed the allowable live loads of the lb.per cubic yard of concrete,complying with ASTM C-I 1 16. 20.5' N.P. N.P, 6"/8" 8'78" 8PINI 16724" 24"/24" W
these engineering documents shall be evenly distributed over an expansive area so that the weight of the un 21.5' N.P. N.P. 611/611 6"/81' K/8" 16"/16" 24"/24'r W �4 W
floor or roof;Unless indicated otherwise within these documents,40#/sf for floors and 20#/sf for roofs. 10.Minimum compressive strength of all concrete used for foundations,slabs,etc. shall be 2,500psi at 28 days. 1 22.5' 1 N.P. N.P. I N.P. I 6"/6" 678" 1 16"/16" 24"/24" ��
17.All materials specified within these engineering documents shall be installed properly,in a workman-like manner and in accordance with the directions and instructions I 1. Where indicated,cores or cells of block masonry(CMU)shall be filled with coarse grout or pea gravel concrete with a minimum compressive strength ofnot less ,� P--� ��.
provided by the manufacturer,or as otherwise indicated by the code or associated product approval document. than 3,000psi at 28 days. � �� C/� Cn
lorida Building Code and/or Florida Building Code-Residential(along with the associated I MAX. ON-CENTER STUD SPACING (in INCHES) �� E---� P4
18.These engineering documents have been prepared using the version of the F 12.Reinforcement shall be detailed in accordance with ACI 315,Detailing Manual. Minimum concrete cover for all reinforcing shall be as follows: END-ZONEANTERIOR ZONE: = C/� �� W
standards and design methodologies referenced therein)applicable at the time of the preparation of the documents. As the applicable code, standards and methodologies are a)Concrete cast against earth: 3 f? �>
routinely updated and/or supplemented,the engineering may become outdated and invalid for use if the documents are not submitted to the local permitting and b)Formed concrete exposed to earth or weather: 11/2" WIND 130/c BRITTLE FINISHES (STUCCO,etal)
ion be delayed beyond the applicable effective 3 ?t
enforcement agency(and subsequently used for construction)in a prompt manner. Should permitting and/or actual construct c)Interior slabs,walls,etc.: /4 Mn.Rf Ht. <30' _1!� 0
date of the edition of the code,standards and/or deign methodologies referenced herein,the engineering documents shall become null and void and shall be retumedto the �I FINISH BRIT. 2x4 2x6 2X8 2xlO
engineer,who may subsequently be contracted to update or re-engineer the structure(as deemed applicable)to the current edition of the appropriate code,standirds and/or ��
13. All reinforcement shall be conform to ASTM A-615 and be grade 40(G40)unless indicated on the plans and/or details as grade 60(G60), All longitudinal 117, PLATE HEIGHT #2 SPF #2 SYP #3 SPF #2 SPF 42 SYP #2 SYP #2 SYP . : Q)
methodologies. In no case shall these documents be used for permitting or construction more than one(1)year after their date of original issue. ' �11 (NOMINAL)
(horizontal)reinforcing in walls and footings shall be continuous at/around comers and intersections,and/or matching comer bars shall be used. All longitudinal 1 81 16"/16" 16"/24" �_�
�: 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 1
(horizontal)reinforcing shall be lapped at splices a minimum of 40 bar diameters(20"minimum lap for 94 and smaller reinforcing)and all vertical reinforcing shall be ��1, C/�
asible to fully test or prototype prior to execution. As such,extreme LEOEND - ��',, 91 12"/16" 12"/16" 24"/24" 24"/24" 24"/24" 24"/24" 24'724"
19.Engineering documents such as these depict a design that is both impractical and economically unfe nd/or conflicts. lapped at splices a minimum of 25". � 10, 10"/12" 10"/12" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" 4� -t�
care and code-required factors of safety have out their preparation in an effort to minimize the potential for errors,omissions a 811/81f 9
I
rrors and conflicts to arise during the execution of the design(s). Because of the inherent inability of the -shall be done (2)2xI0-2/3 HEADER/BEAM CALL-OUT IF 6"/8" 1 4" 24"/24" 24"/24"
However,the very nature of the process provides opportunities for e nal effort 14. ALL concrete operations-including but not limited to mix design,mixing,transporting,reinforcing detailing and placi g,placing,curing andtesting � 12' N.P. N.P. 18"/20" 22"/26" 24"/24" 24"/24" 24"/24" �� C) �:) �:)
engineer to foresee every potential conflict,ambiguity,inaccuracy or oversight during the "paper"phase,opportunities do exist for the design to require additio ry in accordance with the requirements and application of ACI 301 "Specifications for Structural Concrete." #4%. 14' N.P. N.P. 8"/12" 12"/12" 12"/16" 24"/24" 24"/24" E...� !
once construction has commenced. This,combined with the relatively low fee(relative to the cost of the structure)associated with providing the engineering se ices as NUMBER OF KING-STUDS EACH SIDE OF OPENING 16' N.P. N.P. 6tv/81' 817811 QI) �-� 1=
depicted herein,causes the engineer to be unable to accept"back-charges" for errors or omissions contained within the design(s)depicted herein. 15. All masonry work shall be in accordance with ACI 530/ASCE 5/TMS�',402 Masonry Building Code. NUMBER OF JACK-STUDS EACH SIDE OF OPENING 1 8171211 16724" 2411/24" P Q.)
_'i__;_
SIZE OF HEADER MATERIAL(42 SYP U.N.O.) 3� 18.5' N.P. N.P. N.P. N.P, 6"/6" IT716" 4'/24- �
I 1
20.These engineering documents and the designs and ideas expressed herein are an instrument of service and remain the physical and intellectual property ofthe engineer. 16.Concrete masonry units shall be ASTM C90-75,Hollow Load-Bearing Concrete Masonry Units,Type 1,Grade N-1,normal weight,with a minimum compressive NUMBER OF PLIES IN HEADER 1 195 N.P. N.P. N.P. N.P. 51116" 12'1/12t' 24"/241f -1!� (:;*.) 0 �:). 1
For cause,upon notice,the documents shall be returned to the engineer in their entirety. Reproductions of the documents,the design(s),ideas and/or elements,contained strength of 2,000psi(f in= 1,500psi). ALL EXTERIOR HEADERS 1 (2)2x6-1/2J UNLESS NOTED OTHERWISE 20.51 N.P. N.P. N.P, N.P. N.P. I 8'712" 16"/24" 4� r__� P4
herein are prohibited without the expressed written consent of the engineer. 21.5' N.P. N.P. N.P. N,P. N.P. 1 8'78" 16"/16" W") �� ��
17. Mortar shall conform to ASTM C270 and be Type S. ALL INTERIOR HEADERS UNLESS NOTED OTHERWISE 1 22.5' N.P. _N.P. I I 1 8'78'I' 6716" = r--� 4� C/�
2 1. These engineering documents have been prepared for the specific site or location identified herein,as relayed to the engineer by the client. The engineer has used EXTERIOR STUDS SPACED AT GREATER THAN 16 o/c SHALL
resources reasonably available to him,based upon the information relayed by the client,to determine the appropriate wind speed and exposure for the specific site or -
18. Grout,when specified,shall conform to ASTM C-476,with a minimum compressive strength of 3,000psi at 28 days and mixed to provide a slump ofbetween 8" BE SHEATHED WITH MINIMUM L9" (g5"NOMINAL)SHEATHING
location of the construction depicted herein. Those resources reasonably available may include local government GIS maps and/or satellite imagery,wind speedmaps 1 32 DESIGN MEB
and I V. , WITH VERTICAL APPLICATIONS& STUCCO FINISHES. I
commonly available maps and/or satellite imagery. The Building Official shall verify the i
published by the local controlling authority and/or the state DCA,and/or other I
wind speed,exposure and other design criteria shown herein to be correct and code-compliant prior to approving these documents and authorizing construction from them. 19. Pre-cast and/or pre-stressed lintels,manufactured by CastCrete,shall be provided over all openings in CMU walls,unle S specified differently on the drawings. DRAFT MEB
- MAXIMUM ON-CENTER STUD SPACING IS 16"WHEN USING -1"
The engineer shall not be liable for any claims arising from inaccurate wind speed and/or exposure designations based upon the site or location information provided to him Lintels shall be of adequate size,strength and reinforcement for the given span and loading conditions. � -OUT INDICATES TfIE 16 CHECKED EA W
by the client(or others),or for the accuracy of those mapping and/or imagery resources used by him to aid in designating wind speed and/or exposure. "RSD"IN PLACE OF A QUANTITY OF KING-STUDS IN A HEADER OR BEA?,I CALL THICK WALL SHEATHING. -
20.Provide horizontal joint reinforcing in CMU walls at 16"o/c vertically conforming to ASTM A82 and ASTM Al 67 Tyr I e 304. SPECIFIED HEADER OR BEAM IS RAISED ABOVE THE>LINE SCALE N.T.S.
I < )INDICATES DIRECTIONAL ORIENTATION OF SPECIFIED FRAMING MEMBER STUDS WITH MAXIMUM ON-CENTER SPACINGS OF 6"OR 8"
SPECIFICATIONS: MAY BE DOUBLED AND SPACED AT 12"OR 16"ON-CENTER, DATE 6.28.2016
.STEEL I __-_�, I RESPECTIVELY. DOUBLED STUDS SHALL BE FASTENED JOB NO. 16-161
! TOGETHER PER THE MULTI-PLY POST CONNECTION TABLE. -
WOOD FRAME WALLS 1. Steel elements shall be detailed, fabricated and erected in accordance with AISC "Specification for the Design,Fabrication and Erection of Structural Steel . ,SQ.FT. NA
-,
1.Unless otherwise specifically indicated within these documents,vertical wall framing(studs)may only be interrupted(i.e.broken,pieced or"platform-framed")when Buildings,"9th edition. FRAMING CONNECTOR SCHEDULE FRAMING-TO-FOUNDATION/MASON�. CONNECTORSCHEDULE '
"intersecting floor system" and should not be . � Projp,c4&,p@j99er:
fully-braced by an intersecting sheathed floor system. Stairs,stair stringers and some intermediate roofs do not qualify as an 2. Structural steel shall be ASTM A36,except as noted below: CLIP,TIE FASTENERS NAILS/SCREWS TO HARDWARE/ ASTM 307 1,1 L0C(AT10X�S4,6XT1Mo,Vo FOUNDAT101VIS' -WALL FOUNDATION,5 C(MU WALL TIE-BEAU /LINTEL 1�,� It I
,
used to support platform framing unless specifically designed to do so and specified as such by the engineer. All vertical wall framing(studs)shall be continuous and I FRAMING MEMBERS CONN ECTOR (SAE 10181 1 EXTI,&EY %% ##*0
or STRAP or NAILS ATR DIA I -1 EMBED MIN EMBED MIN EDG!E MIN EMBED MIN /MAX EDG!EMIN EMBED I EDCE DI,S`T % % OV�NN '
a)Pipe ASTM A53,Type E or S,grade B if i . 4*�6 10 J I INOA 'O'f 0
uninterrupted between points of lateral support. H2.5 (5)8d PER END (12)16d ABU-44,-66 519" 5-lit V'I'tf 3" 12" 1-3/4"/6" N/A I p W11K
,
b)Tube ASTM A500 1.11' �
- -_ � .1_1� ft, ,� ,;�,
H5 (4)8d PER END (I 0)16d/EACH LTT20B&DTT2 112-(EA) 4-14-xv/1,11N 5-1/2" 4"w/2-1/2"SPC'G 12" 1-3/4"/6" 12" C.L.w/MIN A I. .111� A
,
-
2.All top-and shoe-or sole-plate material shall be#2 SYP lumber w/maximum 19%moisture content. Shoe-or sole-plate material in contact with concrete or masonry 2-1,"2"SPC'G 2"w/4"SPC'G al En 'neeT,- ,**
3.All bolts,anchor bolts and threaded rods shall be ASTM A307 unless indicated otherwise. H8 (5)10d x 1-1/2"PER END - 3"SPACING __ .1. 11 11 I . a
-
- (22)1 Od SINGLE MGT 5/8" 5-11!r 5-1/2" 3" 12" 1-3/4"/6" 12" C.L. -a . �_1� - - '
shall be pressure preservative tTeated. MTS12 (14)10d or 10d x 1-1/2"TOTAL - '*F�E,Li� 215 ^ -
2x(22)10d DOUBLE MGT (2)5/8- 5-t/2" 9-1/2" 3" 12" 3-1/2"/4" 12" C.L. : - 11 0 '.
4.Hex nuts and couplers/couplings used for bolts,anchor bolts and threaded rods shall be low carbon steel and meet or exceed the capacity of the corresponding ASTM HTS20 (20)10d or(24)10d x 1-1/2"TOTAL 1IM 4 . '0
er as indicated on the plan(s)and/or table(s), (18)16d SINGLE HTT16/4 518" 5-1!2" 7-1/2" 2" 12" 1-3/4"/6" 12" 40*A, -1 :
-including"jacks" and"trimmers"-through 2x6 shall be#2,#3 or Stud Grade SPF lumb , C.L. 00 1�1
3.All vertical wall framing(studs) All vertical wall framing(studs)larger than 2x6 shall be#2 A3 07,A3 6, SAE 10 1 8 and Grade 2 bolts. LGT2 (16)16d SINKERS TO TRUSS, 2x(18)16d DOUBLE HTT16/4 (2)5/8- 5-l,'2' 7-1/2" 4" 12" 3-1/2"/4" 12" 1 00 1. I I I :
w/maximum 19%moisture content-except as noted or specified otherwise on the framing plans and/or details. (14)16d SINKERS TO>&POST - I C.L. OV - . -
__ ft
cified on the framing plans and/or details. H16,-16S,-16-2 (2)10d x 1-1/2"TO TRUSS,(10)TO>/POST 2x(18)16d TANDF-MHTT16/4 (1)51" 5-li2" 9-1/2" 5" 15" 1-3/4"/6" N/A 10k 4 OW L �ft
SYP lumber w/maximum 19%moisture content unless otherwise noted or spe 5.Hex nuts and couplers/couplings used for high-strength bolts,anchor bolts and threaded rods-ASTM A449 or similar-shall be heavy hex ASTM A563 grade DH. op %
I MSTA12 (I 0)I Od TOTAL (32)16d Sinkers S I NGLE HTT22/5 5/8" 5-1/2" 9-1/2" - 2" 15" 1-3/4"/6" N/A i W, A
wall, exce�vt walls that MSTAIS (14)10d TOTAL � - 5-1/2" 9-1/2" 5" SEE PLAN N/A do 10- I # 7 %
4.All required 2x blocking in vertical wall framing shall meet or exceed the specifications for grade and species of the studs specified for the same 2x(32)16d Sinkers I DOIJBLE HTT22/5 (2)5/8 2k
I 1 81. " "/4" 13-1/2 NJ leduaw �
are specified as SYP and are also not designated as a shear,-wall or portal frame wall may use SPF blocking. CORROSION&DECAY RESISTANCE: MSTA24 (I 8)1 Od TOTAL (20)Y4"-x 2-1/2"SDS SINGLE HDUS 7/8" 81 3" 13-1/2 1 3-1/2 11 ::�A�CL- - #I I^k,t t.
MST37 (42)16d TOTAL 2x(20)V4"-x 2-1/2"SDS DOUBLE HD`U8 (2)718- 81, 13-1/2" 3" 13-1/2" 1 3-1/2"/4" 13-1/2" 1 C.L. ��1pylff P,r
5.In some instances,these engineering documents may include a specification for a column within a wall where the size of the column exceeds the thickness ofthe wall as 1.All structural members of wood or structural composite lumber either exposed to weather or in direct contact with the ground or soil-i.e.deck/balcony MST48 (46)16d TOTAL (30)Y4"-x 2-1/2"SDS 5[NGLF HDUI I I" 91, 15" 1-3/4" SEEPLAN N/A
specified either in the stud table(s)or relevant notes. In such instances,any of the following three options may be used to resolve the conflicting thicknesses: a)The boards/lumber,joists,posts,etc. -shall be pressure preservative treated to a level rated for the specific application.. Borate-based treated wood shall not be used as/for MST60 (56)16d TOTAL 2x(3O)%4"-x 2-1/2"SDS DOUBLEHDUII (2)1- 151, 15" 4" SEE PLAN N/A
thickness of the adjacent wall framing my be increased so as to conceal the thickness of the column within the wall;b)The adjacent wall may be furred-out to athickness structural members exposed to weather or in direct contact with the ground unless specifically rated by the manufacturer/tre,ater and approved as adequate for the CS16 (30)8d or(26)1 Od TOTAL (36)Y4"-x 2Y2"SDS .;,'INGLEHDUI4 I, 91.1 15" 3" SEE PLAN N/A
r,,c)The column and adjacent wall may remain different thicknesses and the ! SPH4,-6,-8 (12)10d x 1-1/2" 2x(36)Y4"-x 2!/2"SDS DOL:BLEHDUI4 1(2)1� 15.1 15" 4" ISEEPLAN N/A
similar to that of the column so as to conceal the thickness of the column within the wall;o application. i - I --- I I _ I
column"wrapped"with a finish material(i.e.gypsum,etc.)and left semi-exposed into an interior space within the structure. Additionally,if none ofthethree � HPAHD22 (23)16d (16)lod HGT2,HGT3 1(2)3/4- 17" 11-1/2" 3" SEEPLAN 11-1/2"
1 1 C.L.
I
alysis to determine if an engineered wood i LTP4 (I 2)8d x I-1/2"TOTAL (16)10d . HGT4 (2)3/4- 7" 1 91' 1 3" 1 SEE PLAN 11-1/2"
aforementioned options are considered to be practical,the engineer may be contacted and requested to provide additional an 2.All interior wood and wood-based members in contact with concrete or masonry shall be pressure preservative treated to':resist decay. I . I I I I I C.L.
(EWP)or structural steel column may be used within the allotted wall cavity. i A35 (I 2)8d x I-1/2"TOTAL "FRAMING"and"FRAMING-TO-FOUNDATION"CONNECTOR SCHEDULE NOTES: GUARDRAILS,HANDRAILS AND SUB-ASSEMBLIES/COMPONENTS THEREOF f ,,, 4
3.All fasteners(nails,screws,bolts,etc.)less than V2" in diameter and in contact with pressure preservative treated wood shall be either hot-dipped galvanized(HDG)or META20 (12)10d x 1-1/2" ' (POSTS,BALUSTERS,ETC.)SHALL BE COMPRISED OF EITHER A PROPRIETRAY
1)USE SIMPSON AT ACRYLIC TIE TWO-PART EPDXY FOR ATR-TO-FOUND CONNECTIONS U-N.O. SYSTEM WITH APPROPRIATE/APPLICABLE FLORIDA PRODUCT APPROVAL(S)
stainless steel(SS). All metal fasteners&connectors exposed to weather and/or in contact with corrosive materials shall be rated by the manufacturer for compatibility HETA20 (12)1 Od x I-1/2" 2)ALL DIMENSIONS(ROD DIAMETER,EMBEDMENT.EDGE,ETC-)All MINIMUM DISTANCES U.N.0, OR OTHERWISE BE DESIGNED BY A FLORIDA-LICENSED PROFESSIONAL
FIELD FRAMING with the application and/or corrosive material. The exterior use of any material treated with a pressure preservative treatment containing ammonia shall require the I LGT2-MASONRY (16)16d SINKERS TO TRUSS, 3)"DOUBLE"HOLD-DOANS REQUIRE MINIMUM 8-SPACING BETWEIR,�ATR ANCHORS U-N.O. ENGINEER TO THE DESIGN CRITERIA STATED IN THE APPLICABLE CODE.THE
(7)1/4"-x 2-1/4"TITEN SCREWS TO WALL 4)EDGE DISTANCE DIMENSIONS TO BE MEASURED FROM THE EXI IRIOR FACE OF THE FOUNDATION,CURB OR PRODUCT APPROVAL REPORT AND/OR SHOP DRAWING(S)AND ASSOCIATED
exclusive use of SS connectors and fasteners. The use of any material treated with the pressure preservative treatment ACZA shall require the exclusive use ofSS MTSM16 (7)lOd or 10d x 1-1/2"TO TRUSS, CMU WALL TO THE<OF THE ATR ANCHOR DESIGN CRITERIA SHALL BE REVIEWED AND APPROVED BY THE E.O.R.PRIOR
thin these engineering documents may include the label or reference "field frame"or similar. At these confined (4)1/4"-x 2-1/4"TITEN SCREWS TO WALL 5)MIN.EDGE DISTANCE DOES NOT APPLY AT INTERIOR CURB LOCATIONS ONLY IF THE MIN.EMBEDMENT IS TO CONSTRUCTION.
1.Limited elements or areas of the design(s)depicted wi n sign for the specific application. These elements or applications may include connectors and fasteners. (8)1 Odor I Od x I-1/2"TO TRUSS, MEASURED FROM THE LOWER SLAB ELEVATION TU , I
locations the engineer has determined that it is unnecessary to establish a demo strable de HTSM16 (4)1/4"-x 2-1/4"TITEN SCREWS TO WALL 6)ALL PARTS/MATERIALS TO BE INSTALLED IN ACCORDANCEIN I III NIANUFAC RERS INSTRUCT ONS&
-typical constructiou and/or DIRECTIONS
stairs and/or landings,plant shelves,widows walks,radius,ed floors and/or walls,decorative or volume ceiling treatments and similar,non 4. Stainless steel(SS)and zinc-plated/galvanized(i.e.Z-MAX,HGD,etc.)connectors&fasteners shall not be combined. Use only SS fasteners with SS connectors. (2)10d x 1-1/2"TO TRUSS, 7)ALL NAILS SPECIFIED ARE-COMMON"SIZES U N 0 OFFICI! Co y
other person or entity responsible for the execution of the construction depicted herein to create his or � 1116,46S,-16-2
i (6)1/4"-x 2-1/4"TITEN SCREWS TO WALL 8)MINIMUM ROD SIZE/GRADE,EMBEDMENT&EDGE DISTANCE SJ-101%',:ON PLAN SUPERSEDES MINIMUMS SHOWN 161MIF11 �
accessories. As such,the engineer has deferred to the contractor or execution thereof shall be in conformance with all applicable laws, Use only zinc-plated/galvanized fasteners with zinc-plated/galvanized connectors. � (18)1/4"-x 3"SDS TO TRUSS, ON THIS CHART 1'FV1r:W',4p, FQ" COIX COMPLIANCE ;�;11li11;;1z:1a:11N; I
her own design for elements or applications specified as"field framing" or similar. The design(s)and FGTR ::111;I:;R;1 i!ii!iliiiliiill!�l!!!Il��11!111��111!111111��l!l�11!1111!11�I
i (2)1/2"-x 5"TITEN HD's TO WALL 9)MINIMUM EDGE DISTANCES OF 4"OR MORE REQUIRE MTNIMU�I o",�ALL FRAMING CITY OF ATLANTIC BEACH, : � :1301:22:20101:
I .AA
rules codes etc. and shall be to the executed to the satisfaction of the Building Official. (8)1 Od TO FRAMING, I 0)MINIMUM 8"SPACING BETWEEN META-or HETA-ANCHORS U.N.0 I - V � I I I
�
\1Z
� � 5. Regular inspection and maintenance of wood,wood-based and metal products used in structural applications and/or used in outdoor or other potentially corrosive MSTAM36 I 1)MINIMUM 1-1/2"EDGE DISTANCE FOR TITEN SCPEWS SEE PkRVjT$FOR ADDITIONAL MENEMERNMEMMMWAREM
1.1-1-1
-
III 11 -11111, 11,11, I environments or applications is essential for continued,long-term satisfactory performance. i I I 1(4)1/4"-x 2-1/4"TITEN TO MASONRY 1 12)MINIMUM 4"EDGE DISTANCE FOR TITEN HlYs 8=81'MURG Me eetiol,I!Dlqs
I I REM EWED ay.-�. DATE.-_I Z_5/ I
I 11 I
TH19 DOCUMENT, ALONG WITH
ASSOCIATED DOCUMENTS, IS
AN IN50TRUMENT OF
EX0INEER';5 9ERVICE FOR THE
EXCLU;�IVE U,3E AT THE
PROJECT TITLED HEREIN,
INFORMATION DERIVED FROM
THIS DOCUMENT, ANDIOR
A590CIATED DOCUYENT9, MAY
NOT BE USED FOR OTHER
WORK(9) OR PROJECT(l.-S)
WITHOUT THE EXPRE,9,5
WRITTEN PERMI98ION OF THE
PROJECT ENGINEER IDENTIFIED
BELOW.
REV DESCRIPTION
51
2
3
4
The
U AcTILLO
XLY
Group
A Floiida Corporation
Designers
29'-4"
Engineers
RODS AT MAX.6'4"o
/C.
01 11 655o Roosevelt Blvd.
00, 8 Jacksonville,Fl,32244
J.I
(904)68o-6279
FL CoA No.2
9015
4"CONC
jol FsLAB
---------- ------------------------......................... --------------- ................ ............
1 11-------------
7 ----------------------7
A�'
�LT�2
— — — — — — — — — — — —
ce)
0
JDI
0
F
.........
- --------------
ci
02
2
0
Lij
81to - -- -------- .............
CJ03 CJ03
�572j $T2
T01 4
----------------------- ---------- ------------
(2)H2.5A's(0 TRUSS
TO I-TO-TOP PL_W/2ply#2_77__�
---------- ---------- - --------------------------
SPF 2x4 POST&(1)HYBRID
THREADED ROD
4"CONC.SLAB REINFORCED W/EITHER T03 131
ASS M-B.J-..Y
------------------- -------------------------------------------------
........... -- --------1— E .(.A
S.S140A
6x6 10/10 WWM OR FIBER MESH ON 6 MIL
VAPOR BARRIER OVER CLEAN,
7 T041
COMPACTED FILL.SEE ARCHITECTURAL
Ln -- -- -------------------------------------- ------------------------------------- [----------- ....
�:J ----------
DRAWINGS AND SPECIFICATIONS FOR
INSECT AND DECAY RESISTANCE IL
CONSTRUCTION PRACTICES.PROCESSES
............. ----------------------------------------------------------------- ---------------------------------------------------------------------------- ...............
AND TREATMENTS TO MEET APPLICABLE
CODEREQUIREMENTS. _---------------------- --------------------------------------------................ ----------- ------------------------------- --------------- ------------------------------------------------- - --------
----------
----------------------------------------------------------------------- ---------------------- - ----------
-——————— ————-
7
T2
----------
------------------------------ -------------------------------
-------------------
e_
------- ---------
---------------------------------------------- - --------
............----------- ———— ——
00
% —————————--- <
Quo)
--------------- --------------------------------------------------------------- -------------- ...............
T) ............... ...........
4"CONC
r8 It 0 T05 16)
SLAB
................ --------------------------------------- ------------------------------------------- ---------------------------------- -------------------
T
C)
T_ ��T�2 >
L
.. .......................... --- ----------------------------
--------------
------ ---- ---------------------............... ------------- -------------------........................................---------- ..........-
- ------------
-—---— —— —— —— ———-
---_----------------------- -----------....................... ---------------- ........... --------------------
-7
-------------------------------------- ............... .......... -----------------------------......... .......
(1)MSTA24 HEADER
7 NITS 12's a
TO JACK STUD W/(1) 7(2) ,TRUSS
T'Frrl)f) F� T07G-TO-3ply#2 SPF 2x4
B110 VTV ----------- &&.................. -----------------------------
-------------------------- --- ...........&..&. - - -
REFER TO
POST W/(1)HTT4
TO A.T.R.
ST2 POST BASE TO AT.R. FDETA I L B/S I
---------------------------------------------- ......................................... .............. .......................... -------............. ..........
8/�o
EFERTO
$T2 ----------------------------------------------------
F
T065
............... ...................... ------------------------------------------------------------------ ----------.......... ....... ....
F 0 T.-1/31
L 1(2)2x6-CON
T07G/"""'-"\
..............................-
_7R
2 2�
T. 1/3
— — — — — — — — — — — — —
SHE TH
I--------- -----
POP CH
17'-2" 12' 0
7 4" ONC 0111 CJ05 t i i
CJ05
7 C MTS 12 a
TRUSS
SLAB CIA CEILING PER
T07G-TO-READER,
5 T2 5T2
OETAI
Q/ST 1. "y
--------------------
J0 Lo CJ04 r
0
LL _L
8
(2)2., 8
E
x 8
0
291-4i' L
ALLPORCH
DESIGN MEB
PADS TO BE:
RODS AT MAX.6'-4"o/:pC
24"x24"xI6"W/ (1)MSTA12-18-24(i�EA.
DRAFT MEB
3-#4'S BOTH #2 SPF 2X STUD TO HDR
WAYS
CHECKED EA W
TOP PL.::::,.
STRU TU L
2
DA TE 6.28.2016
FOUNDATION PLAN
-011
CONTINUOUS-7-------
3/16 1
JO B ATO, 16
-011 HDR PER PLAN.
3/16 1
0 0
SQ.FT. NA
Prc
WINDOW.!
i
IV
OPENING
N,
OPENING n
e d, 60 6.
(1)SP4-6 OR SSP EA.#2 MIN.3PLY 42
2X STUDS
SPF 2X STUD TO SILL PL.AS
SH
OWN
WALL ANCHORAGE LEGEND
12_�T B
AP11-
\04k K,
5/8"DIAMETER THREADED ROD ASSEMBLY w/7-1/2"EMBEDMENT
INTO FOUNDATION AND COUPLINGS AS REQ'D. 3"'x3"xY4"ROUND
HOLE WASHER ATOP UPPER-MOST TOP PL.ASSEMBLY. SHFET
DIAMETER FULL-LENGTH THREADED ROD ANCHORNAT/6"
FACE VIEW
EMBEDMENT AND 2"EDGE AT FOUNDATION AND 3"x3"x10ga.
SLOTTED WASHER(+FENDER WASHER)ATOP UPPER-MOST
/o 1/2"DIA.A.T.R.W/�
TOP PL.ASSEMBLY.
3"X3"WSHR&NUT
EA.SIDE OF
TO"'DIAMETER HYBRID THREADED ROD ASSEMBLY.
2 2
2 of
COLUMN,AS
DIAMETER ANCHOR-w/6"EMBEDMENT AND 2"EDGE AT
SHOWN.
i
FOUNDATION,W/140-2 REDUCING COUPLING TO 2"DIAMETER
2 8 8
B
T FULL-HEIGHT THREADED ROD w/2NT'x"'WASHER ATOP
WINDOW HEADER DETA-.
UPPER-MOST TOP PL.ASSEMBLY.
----------------- ------------------ ----------------------------- ---------------- ---------------
-------------- -------------
DIAMETER THREADED ROD ASSEMBLY w/4"EMBED�/_ENT INTO
FOUNDATION AND COUPLINGS AS REQ'D. 2NT'x"'WASIHTR ATOP
8
UPPER-MOST TOP PL.ASSEMBLY.
,5T2
F4
F
r
he