HomeMy WebLinkAbout305 W 9 St 16-383 Planspier
W/N
GLG ,
kitchen
WOOD
L&.
GLG. 5,
living room
WOOD
cLG. Y 1
90 bath C
'� L
� I-
closet
WOOD
existing first floor demo plan
SCAlE: I/4'- I'Q
P/W I,Ti� _ W/N
® CE bath 3
00 TILE A/C
kitchen •
WOOD
x 6 POS.
xlst pier below -
6x12 . m
T I6 PiEAM r�OSf- � / \
�11 BEAM T'0 POS
GLG. 8
dining
516 rV 10 PO51 � x 6 P05i�
0
'tint pier bee,
�I
I6' -9Y" 3'
�41
GLG. 8 entry
living room \
\
WOOD
GLG. 8
new covered porch
WOOD
N
proposed first floor plan
SCALE: 1/4'- P-0'
N
existing second floor demo plan
Y- ilL 1/4- I'-0'
r-
7
rPoo' 1
WNG
6EAM f0 POST'
pier I ebw
X 6 P05T
ELECTRICAL GENERAL NOTES
ormpm�
FLOOR OUTI Ef
closet va
O •
PANEL LOCATION TO Ct PEIERMIrFP 5Y
O
PUILPFR & ELFC1IyVN.
�
2. ALL 5MOKM PL1tCfG15 TO 9
fl]'21
INVCONNLCfEP & NFPA 72
tX} t f FAN/ LMCONPO
TIL
fELEFFM
bath 1
TV _Va
MfflP'fE3
5'-g��� TILE
10
USING TABLES 27.5-1, 27.6-1, & 27.6-2
• •
GLG. 8
4
DESIGN WIND SPEED 140 MPH, RISK CATEGORY II
5. PLL ELFCWCA, MA 0AL5 &
EXPOSURE CATEGORY C
bedroom
WOOD
INTERNAL PRESSURE C❑EFFICIENT +/- 18%
(�
WALLS -E/- 42.8 P.S.F.
POv4MR CO.
closet
WOOD
existing first floor demo plan
SCAlE: I/4'- I'Q
P/W I,Ti� _ W/N
® CE bath 3
00 TILE A/C
kitchen •
WOOD
x 6 POS.
xlst pier below -
6x12 . m
T I6 PiEAM r�OSf- � / \
�11 BEAM T'0 POS
GLG. 8
dining
516 rV 10 PO51 � x 6 P05i�
0
'tint pier bee,
�I
I6' -9Y" 3'
�41
GLG. 8 entry
living room \
\
WOOD
GLG. 8
new covered porch
WOOD
N
proposed first floor plan
SCALE: 1/4'- P-0'
N
existing second floor demo plan
Y- ilL 1/4- I'-0'
r-
7
rPoo' 1
WNG
6EAM f0 POST'
pier I ebw
X 6 P05T
proposed second floor plan
SCALE: 1/4'- P-0'
WALL LEGEND
2X WOGP 505 cc16" O.C.
FINI%N f0 M GYP. W. TO
MATCH EX15T.
- EXI511%Wtl.5T'OrTMAN
The drawings, specifications and concepts herein shall remain the property of the designer and shall not be used for any other project without the written consent of the designer. These documents are
not to be reproduced, changed or copied in any form or manner whatsoever. Nor are they to be assigned to any third party without first obtaining the written permission and consent at the designer
SITE PLAN
201-011 1,I 11
existing 2 story res
new covered porch
1-01120
=
NOT TO 5CA if
5ff 5WVW Y FOS PIA/TN51ON5
WALL LEGEND
2XWOOP 5TW5 cci6" O.C.
FINm TO LL GYP. W T'O
MATCH FA5T.
- tyumc,WXL5T'OHFMAN
----� PFMOWML5
GENERAL NOTES
I. ML WORK SMA.L CONPLY WIN A,L
P'FVALING COPE5 ANP GWINPNCF5, MV
STA L FL PETTO'MiP wlT ] LXCELLLNa IN
C'PFI5MPN%IP
2. NOTIFY OWNER WiN ANY V15MPANCIE5
G' CWNG,F5
5. fTF CONTRPCfU PNP PNY
51 VCC
.)HfPACfG?5 APJ T'0 MPKF PLL
911. IMPLIFP, FXPFCfcP CONgCnON5,
5913 OFF5, Ffc. VYNICH M NORMA. PNP
NFCt55ARY TO a CON5TU TION MVEN IF
NOf :MOWN 0' PL5CPVV IN 11
P'AWN65 OR 51`LCIFICAnON5
4. MYJ%NG AIC TO ITMAIN. rTWOX'K MX15n%
PLICf WM A5 NLFPFP IN PfffCfFP PPFA5
ELECTRICAL GENERAL NOTES
L FLFCTPJCAL SF'VICt T'0 DF MERMINEP
FLOOR OUTI Ef
6Y A LICEN�fP FLOKIPA ELEC19CVW.
O •
PANEL LOCATION TO Ct PEIERMIrFP 5Y
O
PUILPFR & ELFC1IyVN.
�
2. ALL 5MOKM PL1tCfG15 TO 9
bath 2
INVCONNLCfEP & NFPA 72
tX} t f FAN/ LMCONPO
TIL
fELEFFM
bath 1
TV _Va
MfflP'fE3
5'-g��� TILE
10
USING TABLES 27.5-1, 27.6-1, & 27.6-2
• •
O
4
DESIGN WIND SPEED 140 MPH, RISK CATEGORY II
5. PLL ELFCWCA, MA 0AL5 &
EXPOSURE CATEGORY C
IN5fA1A1ION5 COMPLY W/ APPLICAFI F
INTERNAL PRESSURE C❑EFFICIENT +/- 18%
CM 2008, LOCA, CM51 LCCA,
WALLS -E/- 42.8 P.S.F.
POv4MR CO.
cc
6. ALL L16H06 FIXW5 To ME SELECTED
master suite
6Y OWNER ANP IN5ial FP 6Y
PART 2: LOW RISE BUILDINGS (SIMPLIFIED)
WOOD FLOOf�-
/
1. ALL FANG ELFCTPJCPL TO WMAR
WALLS (ZONE 4) +28.62 P.S.F. -30.96 P.S.F.
\ /
Y
WALLS (ZONE 5) +28.62 P.S.F. -34.59 P.S.F.
\
/
3
ROOF (ZONE 1) +16.44 P.S.F. -26,17 P.S.F.
ROOF (ZONE 2) +16.44 P.S.F. -45,52 P.S.F.
206 LIVE OAK ST.
ROOF (ZONE 3) +16,44 P.S.F. -67,31 P.S.F.
N.S.B., FL 32168
0+0
aVNV'rIfE
FLOOD FI m
I
WACt MOLL NIEP
r�
\
I
FLLYJ'FSCENf FIXn&F
1RPLK LIGNf FfKM
n
fWAIMCAL 5WP
-�
bedroom 2
WOOD
closet
EXIST'G
proposed second floor plan
SCALE: 1/4'- P-0'
WALL LEGEND
2X WOGP 505 cc16" O.C.
FINI%N f0 M GYP. W. TO
MATCH EX15T.
- EXI511%Wtl.5T'OrTMAN
The drawings, specifications and concepts herein shall remain the property of the designer and shall not be used for any other project without the written consent of the designer. These documents are
not to be reproduced, changed or copied in any form or manner whatsoever. Nor are they to be assigned to any third party without first obtaining the written permission and consent at the designer
SITE PLAN
201-011 1,I 11
existing 2 story res
new covered porch
1-01120
=
NOT TO 5CA if
5ff 5WVW Y FOS PIA/TN51ON5
WALL LEGEND
2XWOOP 5TW5 cci6" O.C.
FINm TO LL GYP. W T'O
MATCH FA5T.
- tyumc,WXL5T'OHFMAN
----� PFMOWML5
GENERAL NOTES
I. ML WORK SMA.L CONPLY WIN A,L
P'FVALING COPE5 ANP GWINPNCF5, MV
STA L FL PETTO'MiP wlT ] LXCELLLNa IN
C'PFI5MPN%IP
2. NOTIFY OWNER WiN ANY V15MPANCIE5
G' CWNG,F5
5. fTF CONTRPCfU PNP PNY
51 VCC
.)HfPACfG?5 APJ T'0 MPKF PLL
911. IMPLIFP, FXPFCfcP CONgCnON5,
5913 OFF5, Ffc. VYNICH M NORMA. PNP
NFCt55ARY TO a CON5TU TION MVEN IF
NOf :MOWN 0' PL5CPVV IN 11
P'AWN65 OR 51`LCIFICAnON5
4. MYJ%NG AIC TO ITMAIN. rTWOX'K MX15n%
PLICf WM A5 NLFPFP IN PfffCfFP PPFA5
ENGINEER OF RECORD:
ELECTRICAL GENERAL NOTES
L FLFCTPJCAL SF'VICt T'0 DF MERMINEP
FLOOR OUTI Ef
6Y A LICEN�fP FLOKIPA ELEC19CVW.
IIO v, DUPLEX OLITI LT
PANEL LOCATION TO Ct PEIERMIrFP 5Y
CPKOON MONOK W.
PUILPFR & ELFC1IyVN.
5MOKL PtTECfu
2. ALL 5MOKM PL1tCfG15 TO 9
LXNPN5f FAN
INVCONNLCfEP & NFPA 72
tX} t f FAN/ LMCONPO
3. CI'Clllr FOR aVIZOOM cutrf5 &
fELEFFM
5MOKF 9F1`MCfOR510 NAVE PRC PA15f
TV _Va
MfflP'fE3
BORTI)MGENNE❑HEDDSIMPLE DIAPHRAGM BUILDINGS
4. AIL Ntw CI'C1,I1`5 WILL rT(AJ9 MCI
USING TABLES 27.5-1, 27.6-1, & 27.6-2
PROTtC110N ANP TAMPMR W,515W
R❑❑F/MEAN HEIGHT 25' OR LESS
MCFPTff1t5 PMR 2008 NEC
DESIGN WIND SPEED 140 MPH, RISK CATEGORY II
5. PLL ELFCWCA, MA 0AL5 &
EXPOSURE CATEGORY C
IN5fA1A1ION5 COMPLY W/ APPLICAFI F
INTERNAL PRESSURE C❑EFFICIENT +/- 18%
CM 2008, LOCA, CM51 LCCA,
WALLS -E/- 42.8 P.S.F.
POv4MR CO.
ROOF +/- 42,5 (based upon zone 3 pressures
6. ALL L16H06 FIXW5 To ME SELECTED
THE MINIMUM DESIGN PRESSURES FOR COMPONENTS AND CLADDING
6Y OWNER ANP IN5ial FP 6Y
PART 2: LOW RISE BUILDINGS (SIMPLIFIED)
CONiPPCf(R
USING TABLES 30.5-1, & FIGURE 30,5-1
1. ALL FANG ELFCTPJCPL TO WMAR
WALLS (ZONE 4) +28.62 P.S.F. -30.96 P.S.F.
PROMPING If CONPLIF5 WW CLWNr
WALLS (ZONE 5) +28.62 P.S.F. -34.59 P.S.F.
COPL5
ENGINEER OF RECORD:
110 V, PLFLEx anf
THOMAS C. WILLIAMS P.E. #54877
FLOOR OUTI Ef
206 LIVE OAK STREET
IIO v, DUPLEX OLITI LT
NEW SMYRNA BEACH, FL 32168
CPKOON MONOK W.
DESIGN STATEMENT:
5MOKL PtTECfu
THIS DRAWING MEETS THE STRUCTURAL
LXNPN5f FAN
REQUIREMENTS OF A,S,C,E, 7-10 AND THE
tX} t f FAN/ LMCONPO
FLORIDA BUILDING CODE 5TH EDITI❑N 2014
fELEFFM
THE MINIMUM DESIGN PRESSURES FOR M,W,F,R,S.
TV _Va
ARE DETERMINED BY A,S.C.E, 7-111 CHAPTER 27, SECTION 27,5
BORTI)MGENNE❑HEDDSIMPLE DIAPHRAGM BUILDINGS
®
USING TABLES 27.5-1, 27.6-1, & 27.6-2
0
R❑❑F/MEAN HEIGHT 25' OR LESS
®
DESIGN WIND SPEED 140 MPH, RISK CATEGORY II
EXPOSURE CATEGORY C
®
INTERNAL PRESSURE C❑EFFICIENT +/- 18%
$
WALLS -E/- 42.8 P.S.F.
ROOF +/- 42,5 (based upon zone 3 pressures
For all roof pitches)
THE MINIMUM DESIGN PRESSURES FOR COMPONENTS AND CLADDING
ARE DETERMINED BY A,S.C,E, 7-10 CHAPTER 30, SECTI❑N 30,5
PART 2: LOW RISE BUILDINGS (SIMPLIFIED)
J
USING TABLES 30.5-1, & FIGURE 30,5-1
/'IN
WALLS (ZONE 4) +28.62 P.S.F. -30.96 P.S.F.
+
WALLS (ZONE 5) +28.62 P.S.F. -34.59 P.S.F.
#54877
ROOF PITCH 7-27 DEGREES
3
ROOF (ZONE 1) +16.44 P.S.F. -26,17 P.S.F.
ROOF (ZONE 2) +16.44 P.S.F. -45,52 P.S.F.
206 LIVE OAK ST.
ROOF (ZONE 3) +16,44 P.S.F. -67,31 P.S.F.
N.S.B., FL 32168
CARBON MONOXIDE REQUIREMENTS
I. CKVON MONOXIPI ALARMS WflHN
10'-0" a EACH ROOM USFP FGR
5LFFPIN6PLr6'O`�5
2. CAWON MONOXIPt 9ARM5 fO Lt
CONNLCfEP fO 31JILPING WANG & fO
HAVE DAfSkN 13PLKAF.
RECORD COPY
ELECTRICAL
SYMBOLS
01.
110 V, PLFLEx anf
®
FLOOR OUTI Ef
IIO v, DUPLEX OLITI LT
m
CPKOON MONOK W.
0
5MOKL PtTECfu
0
LXNPN5f FAN
QO
tX} t f FAN/ LMCONPO
fELEFFM
+
TV _Va
O
CPrd30N MONOX. PETECfcv
®
220 v.VIFLEXOIITI.Ef
0
Pff-Wrf FG' CEILING FAN
®
OpENEWR FOR CRADLE POOR
®
5WTCI EP OUiLET IN 50FFNf
$
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SINGLE Pat 5wTMQTING
51NaE PaE 5WMCIAN6
%at Pat 5WITNCPVN6
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+
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®
rfCE55EP INCANPt5aNf
41
WALt NOMr INCPNP
wAg�LL�M�a fLIGNrFIXTIM
WMA M1OJNf Llcdir FlxrLr�
0+0
aVNV'rIfE
FLOOD FI m
WACt MOLL NIEP
FL1KiRF5aNT FIXM
I
FLLYJ'FSCENf FIXn&F
1RPLK LIGNf FfKM
n
fWAIMCAL 5WP
-�
PI15N MfCN Owl
(�
CEILING FAN
CEILING FAN W/ LIa NXTLM
SCOPE OF WORK
TTF :COPi OF 1NI5 PRO.FCf 15 LIMIT 12 TO 11F
plod R RFNOVAnON ON AN E45%6 FAMILY
rT5IPENa 10 INa H7t MINOR PFMaITION PNP
FOCUSING ON iFF EX15111\16 KIfGFN PNP MA51) R
13ATWOOM A5 9MN.
GENERAL NOTES
PLL SIMP5ON5IMAX
A5 A MINIMUM, ALL CONNFCfGR5 A5 PER F13C iPL4
'602.2(1)
ROOF PECK NAL WWd 8d RING %M NAL5 @ 6" O.C.EP6t5 -
12" O.C. FIELD; 4" O.C. ZONE 3
LUM IZ rig 5P LXTEEGR WA.L5. INTEMOR WA L5 CAN
FF 5fLV GRAPM 5'F
REVIEWED FOR -sr -
GOD COMPLIANCE IF CONPIVON5 PIFFM', CONMLf ENC119FR
-" IMW AtELY
PLANS EXAMINER 5PLONCATION5 SiTrV L PRFPOMINATF OVER NOTE5.
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DATE PIWN51ON5 SMALL I'MOOMINATF OVF' 5CA t
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OR EXCEED h1ANLFACTMR5 PT' 51 rT COMNFNPAnON5
FOR Mt F"5
A , rTA50NPat AT1tMP1`5 MAVt PEEN MAPL 10 VF'1FY
SANFORD BUILDING DiVISIt NEXJ5nNGCONPInoN5ANPA7PPfM9CNA000WINaY.
A PERMIT 186UED SHALL BE CONSTRUED T, BEOXAWN65 PTT P'OVIPEP TO CONVEY M516N INTENT'ANP
LICENSE TO PROCEED WITH THE WORK AND OT4%NOf INTENPEP 10 PEIFPMIII`F CGNSTuflON
AUTHORITY TO VIOLATE, CANCEL, ALTER C SPkfWP5 PNP PROCEPLFF5. NOT TO g1hTIM FOR
ASIDE ANY OF THE PROVISIONS OF THE TECNI.W5 :MOP P'AWNGS, tfC
CODES, NOR SHALL ISSUANCE OF A PERMIT RE
THE BUILDING OFFICIAL FROM THEREAF ER
REQUIRING A CORRECTION OF ERRORS IN LAtf8NLPPL CONTRACfGV SHML PROVIDE CON5fHJCnON
:ONSTRUCTION OR VIOLATIONS OF THIS OC�}pCN CONFORM WIN PLL PE'fANING rCd 1 A1GN5,
COPL5, ANT) LOCAL 1951ACTION5
GENERM CONTRACfU SNALL VERIFY E011N6 CONPInON5
ANP NO I'Y PE5I6NER ANP OR ENGINEER OP rlCOW OF
ANY PI5C9FANCf 5 GR CWN6.L5 FPJO' TO CGN5TR VON
PLL 6EPWOM WNPGW OTALL WF f MINIMUM M55
6� LDiNO k�01JIffWNf LeNLE55 OTPFRWSt NOTED
SANFORD IN5iPLL6.MPIL5Y5fEM(36"MIN fEIGMrW/PICKEI5
e LE55 m 4"MAX aFm 5PPLF ANP ooffOM RAI. WTN
2" MAX 5PPCE) fO WfM5fANP A 500. CONCEN MTV
AR1N HOPJZONfPLLOA7APPLIFPTOAI50.Ff,MAA5WFLLA5A
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!t 1 6 - 8 3 8 2001.6 POINT' LOA2 Al ANT' PONE ALONG TOP Of GLlA rAL.
ALL 51U RPL FRAMING NFMFF5 TO f 42 5.Y.P. 0'
FOUIVALENf OR LVL A5INPICATEP. LVL TO LE MINIMUM
F6 - 2400 psi ANP t> 2000000 psi
PLL 5TDZ RAI ELEMFNf5 M1,15f It 5r-CtffLY IN PLALt FO'
MILIANG ANP INPIVIPLIM COMPONENT 5TMILI1Y. TFE 5TMILIfY
GF at 5TrdJCW ANP INPIVIPUAL COWMNI5RENGIFF
CON51UfION PROLE5515 fTF k-15PON%3I1,I1Y a at FUr) N
CONTRALTO'
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DATE:
FEB 24, 2816
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GLG. 1 P/ W W/1
bath 101
--®1 7en obath 3
TILE A/C
kitchen �, — — — — 00WOOD I // ®kit •
WOOD �
x 6 VO;f
�eust pier below `east pier below
�eli5t plEf belay 6 x 12 �
t I6 GEAM teiT75f � � �
AC4 GERM f0 POS
GLG. 8
GLG.
dining
8
living room =
WOOD
r \
6i O5rA�
closetI GrikI516 AMT`POSf /6x12
WOOD Cha e i xlst pier belay---exlst pier belay
/ east pier l L„
J/777/TTT/AIZ-1551 //. — /.
1 \ III N II'_ply, / ust pierbelav
i
i
3' ,
i
i
bedroom
WOOD
GLG.BY
living room / ent� /
v� jjl WOOD ® \ R
F\ CI-IO00
existing first floor demo plan
SCALE: 1/4'- I'-0'
M?2X82NI7MFJ015T
INC, 4 X 8 C,lp r,
X 8 C,Ip r,
X 8 NOTCNpr7 J015T
new section
V scs�E yr - r-cr
GLG. 8
new covered porch
WOOD
z
2o' -a'
proposed first floor plan
'2X82NPFIpJ015T
2 X 4 TOC' FLAT
pnpp
X 8 NOXI -1W J015T
existing section
V scs� v2• - r -a
C
a
J�
�s
z
IJX
iJ516 fsEAM f0 P05f
Via belay
x 6 P05f
The drawings, specifications and concepts herein shall remain the property of the designer and shall not be used for any other project without the written consent of the designer. These documents are
not to be reproduced, changed or copied in any form or manner whatsoever. Nor are they to be assigned to any third party without first obtaining the written permission and consent at the designer
existing second floor demo plan
SCALE: 1/4' -
o I {
Q�\ oo — _ bath 2
TIL
Sti bath 1 C
TILE \ 00
fPLALE C OGi V t • •
WND
GLG. '3 I
master suite
WOOD FLOOD /
\ / GLG. 8•
bedroom 2
WOOD
C loset
EMST'G
proposed second floor plan
SCALE: 1/4'- I'-0"
WALL LEGEND
2X WGG11511115 @16" O.C.
FINU fo GE GYP. W. fo
MCH EXIST.
— EiU%%WM5TOWMM
y8j� rv: U -
moi%
SANFORD
�Fpakn�``�
#16
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DATE:
FEB 24, 201(o
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GUARDRAIL / HANDRAIL NOTES
GLW9VWAL5:
6[VWPAI,5 SHALL FORM A VERfCAI PROTECTIVE
IAS ER NOr LE55 THAN 36" HICdi C FTC 2010 R z2
�ONDLE5 IN A GI lAkr) PAL To PTE SPACED OIG I THAT
A 4" 5PI-FrT CANNOf PA55 TW W AT ANY OPENING
(FIX 2010 K3123)
6LlAf4'1 PA1,5 5FALI, IF M5I6NED PND CON5TMUCTED
FOR A CONCENTP.AT P LOM OF 200165 APPLIED AT
ANY POINT AND IN ANY 29010N
HANDPAL5
5fARWAY5 HAVING FOI V OR MORE PJ5E6MOVE A
FLOU %nL It EQLIIPPE7 WITH HANDPAL5LOCATED
NOF 1,E55 TPAN 34" MOVE THE LEADING EDGE OF A
TEEM, (FIT 2010 M
HANDPA1,5 SHALL 6E DESIGNED ANI) CON5TUTED
FU A COWNWA1FD LOM OF 200 LP AT ANY
POINT ANV IN ANY V11TUON5
a'wXOP.O T
SHEATHING
H2.M
(2) 5/8"
TaiS
ffO" POSE
2"X 4"
2" x 2" NOM
PICKEf5 @ 5" O.C.-
(2)
.C.(2)
CAMAL,E Paf
GENERAL FOUNDATION NOTES
CO'NTRACTOR5 SHALL FIELD VWIFYALL DINTWON5.
FLEVAION5, FXI51IN6 CONDITION5. AND FIXM LOCAVON5
PRIOR fO IN5TAUNC CONCkEff
ALL FOOTING/ %V AITA5 SHALL NAVE A MINI SOIL
TEARING CAPACITY OF 2000 P51
PLL FOOfING5 %IXL TEA MIN OF 12" TEI OW FINKED
( RADE, AND TOP OF %M f0 TE A MIN Of 6"
PVOVE f INmr) 6M
FOOTING %nA IE MINK 'KEP WITH #5, GRADE 60 TAPS
A5 INDICATED. AL1 IAR5 ffnA CONFORM TO A5TM SERIAL
DESIGNATION A305, t3� CLEAN, AND rrE FROM a f AND
5CALE. 5PLICE5 %nL OVFN.A' A MIN OF 25"
2" X6" P.f.
2x6@I6"a
312
LU26
8'5
HE 26-2
2X8'5
@G ff5iDF
X 6 P.f.P05f
ML166 MGN
W/ (2) z /OLf5
DTL 2 X 10
fO 6 X 6
2 x 6
6"X8" CMU
i.
MEW I #5 VERf. IN ALL
FILLET) W. �OOOpsi
PEA%g CON. ( TYPICAL
�Y'50N2D
CONC. FOofER
W/ '3 #5 MEIAR
EACH WAY
MIN. 12" TELOW GREE
2x10
A section
SCALE 1/2'- V -(f
z X 32" 0 EEVE PNQ10R
IOLf @ 24" O.C.
EXISTING PIER
NIH NI' -AI i
SCALE: 1/4'- P-0'
X30X12
)'fl% WTTN 3- #6
H WAY
front elevation
5CREW IN 2"x4" w/
X3" CREWS PLAN VIEW CLTf
handrail at top
SCALE: I/2" = V-0"
/ EX151IN6 PIER5
i -EXISTING PK5
1x26
porch frame plan \- DIL2X6
SCALE: 1/4'- P-0'
The drawings, specifications and concepts herein shall remain the property of the designer and shall not be used for any other project without the written consent of the designer. These documents are
not to be reproduced, changed or copied in any form or manner whatsoever. Nor are they to be assigned to any third party without first obtaining the written permission and consent at the designer
right side elevation
kl fl N f MVVAL fO WALT
WITH LAG TO r
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FROM RACING
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The drawings, specifications and concepts herein shall remain the property of the designer and shall not be used for any other project without the written consent of the designer. These documents are
not to be reproduced, changed or copied in any form or manner whatsoever. Nor are they to be assigned to any third party without first obtaining the written permission and consent at the designer
201-011
I II
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GUARDRAIL / HANDRAIL NOTES
GIlA VL5:
6NARDPAL5 9AN FORM A WELL& PROTECT1W
PiARRIFR NOf LE55 THAN 36" H6H ( FDC 2010 K 2
51'INiU5 INA LIJART7 VAL TO 6E FACED 9i Mf
A 4" 5MT CANNOT PA55 TLROIIOi Af MY GnNING
(FIX 2010 R5123)
611ART7 PAL5 SHALL X DESIGNED AND CON5WfFD
FOR A CONCFNiMI) LOAD OF 2C) W5 APPLIED Af
ANY POINT AND IN ANY DIRcC11011
NANWIL5
5TARWAY5 HAVING FOUR OR MORE MW5 f'CM A
FLOOR SHALL 6E EOHIPPED WI91 LANWA11,5 LOCATED
NOf LF55 iLAN 34" VOW n LEADING EDGE 0r A
TREAD. (VW 2010 R
LANDRAL5 SLALL X DE5160) AND CON51R!CTPD
FOR A CONaNWATED LOPV OF 200 16 Af ANY
POINT AND IN ANY DIREC11GN5
F65 COM 2 &
e'CDX OR O f3 2 x 6 c 16" a
HEAfdING
312
N2.5Af
(2) 5/8"
(30L15
1N o" PDX
2" X(9" P.T.
x 8 L EDGER
I6 D INTO EPLN
HLIG 26-2
2x8'5
@Ou151M
"W"W'VD
CONC. FOOTER
W/ '3 #5IT(3AR
EACH WAY
GENERAL FOUNDATION NOTES
CONIRALTOR5 5}M FIELD vFRIFY ALL DIMENSIONS,
ELEVATION5. UDTING CONDITION5, AND FIXM LOCA11ON0
PRIOR f0 INSTALLING CGNCITI�TE
PLL F00111\16/ N.Af3 AREA5 %ALL LAVE A MINI 50L
BFARWG CAPALIIY OF 2000 P51
PLL FOOfIN65 %KI, BE A MW OF 12" FELON FINKED
GRADE, AND f0P OF %V TO BE A MIN OF 6"
Vow FINl%fp Gwr
FOOnING %lAI L BF REINFORCED WWH #5, C?la 60 BARS
A5INDICAfED. Al f3M5 SHALL CONFORM fO A5TM 5 MIL
t2 5%, A1TON m3 , BE am AND FREE FROM N15f AND
SCALE. 5PLICE5 SHALL OVEN AP A MIN OF 25"
MIN. 12" T3FLOrVWWD
A section
SCALE: I/2' I'-0"
i X �' %. FvE ANCHOR
60Lf @ 24" O.C.
FX1571NG PIER
Nim i Niue i
SCALE: 1/4'- V-0'
X30X12
AN6 WITH 3- #5
T WAY
e
(2)�
front elevation
5CMW IN 2"x4" w/
qX3" 5CMW5 PLAN VIEW Cllr
handrail at top
SCALE: 1/2` = 1'-0'
�-EXISTIN6 PIERS
/ ,-EYMNG P!EIZs
cOM 7 & 8
6 X 6 P.T.P05f
NSLlR/ L2
LU52
2x8FVP
N5C26
i
XIO
HSC26
�
W 1TOw
LL
2" X4" PS
�i�?l•Taf
r %N
24" o.c.
PMED
X 8 124
o.c.
A6L166 51M50H
LI
26
I
i
2" x 2" NOM
I
W/ (2) 2 60LT5
PICrff5 @ 5" O.C._
cOM
DN, 2 X 8
(2) X6"
f0 6 X6
CAWIY,G 6GLf
2 X 8
2x10LWCfp
_
8"X8" CMN
•••�' •�•
PIFRWI#SVERf.INPLL
1 -01 1
21-011
GRADE
FILLED W. �' O P5
PFAsroNF CON. (TYPICPI,)
"W"W'VD
CONC. FOOTER
W/ '3 #5IT(3AR
EACH WAY
GENERAL FOUNDATION NOTES
CONIRALTOR5 5}M FIELD vFRIFY ALL DIMENSIONS,
ELEVATION5. UDTING CONDITION5, AND FIXM LOCA11ON0
PRIOR f0 INSTALLING CGNCITI�TE
PLL F00111\16/ N.Af3 AREA5 %ALL LAVE A MINI 50L
BFARWG CAPALIIY OF 2000 P51
PLL FOOfIN65 %KI, BE A MW OF 12" FELON FINKED
GRADE, AND f0P OF %V TO BE A MIN OF 6"
Vow FINl%fp Gwr
FOOnING %lAI L BF REINFORCED WWH #5, C?la 60 BARS
A5INDICAfED. Al f3M5 SHALL CONFORM fO A5TM 5 MIL
t2 5%, A1TON m3 , BE am AND FREE FROM N15f AND
SCALE. 5PLICE5 SHALL OVEN AP A MIN OF 25"
MIN. 12" T3FLOrVWWD
A section
SCALE: I/2' I'-0"
i X �' %. FvE ANCHOR
60Lf @ 24" O.C.
FX1571NG PIER
Nim i Niue i
SCALE: 1/4'- V-0'
X30X12
AN6 WITH 3- #5
T WAY
e
(2)�
front elevation
5CMW IN 2"x4" w/
qX3" 5CMW5 PLAN VIEW Cllr
handrail at top
SCALE: 1/2` = 1'-0'
�-EXISTIN6 PIERS
/ ,-EYMNG P!EIZs
porch frame plan \- DIX2X8
SCALE: 1/4"- 1'-0"
The drawings, specifications and concepts herein shall remain the property of the designer and shall not be used for any other project without the written consent of the designer. These documents are
not to be reproduced, changed or copied in any form or manner whatsoever. Nor are they to be assigned to any third party without first obtaining the written permission and consent at the designer
-,.r I II II I I III lullU11-1 I
right side elevation
WTLa HANDRAIL f0 WALL
MMLPGM
NAND M!, f0 Ff Al IEA5f 11/ 2"
FROM RAILING
WPM f0 ff BETWEEN
:4"-38" FROM N0%6
handrail a bottom
SCALE: 1/2' = 1'-0••
PERMANENT TRUSS BRACING
ROOF `.FEAiMNG: IN57LXLED A5 SPECIFIED IN RM5
DRYWALL: 2' DRYWALL INSTALLED Af CEILING f0131M.
CHGWd7 OF n55 WITH 6 X 1-1/4 PM&L SCREW AT 6"
O.C. TO FPLH M65 ON FDCk5 AND 6"
TO EPLH 1Rll55 IN TIE FIELD
RAT RUNNER: 2 X 4 PX R NNER CONE, ATTOP OF 11 155
13fM CONT 8' O.C. WI1N (2) IOD AT FPLN T0195. RAT
RLINNFRS LIED IN TRI55 ERECIiON MAY Bf [UP WiTH
51TQFIFD NALING OF (2) 1007 @ EALN fW55
6.C. TO VERIFY Al WASAgWN15 IN M11) BE aT
ORDFRING iNfa5
Zx6Pf@16"a
C
u
III �11 �Ulll III I
left side elevation
cOM 7 & 8
`r�
NSLlR/ L2
LU52
2x8FVP
N5C26
XIO
HSC26
�
W 1TOw
LL
r %N
24" o.c.
X 8 124
o.c.
LI
26
I
I
porch frame plan \- DIX2X8
SCALE: 1/4"- 1'-0"
The drawings, specifications and concepts herein shall remain the property of the designer and shall not be used for any other project without the written consent of the designer. These documents are
not to be reproduced, changed or copied in any form or manner whatsoever. Nor are they to be assigned to any third party without first obtaining the written permission and consent at the designer
-,.r I II II I I III lullU11-1 I
right side elevation
WTLa HANDRAIL f0 WALL
MMLPGM
NAND M!, f0 Ff Al IEA5f 11/ 2"
FROM RAILING
WPM f0 ff BETWEEN
:4"-38" FROM N0%6
handrail a bottom
SCALE: 1/2' = 1'-0••
PERMANENT TRUSS BRACING
ROOF `.FEAiMNG: IN57LXLED A5 SPECIFIED IN RM5
DRYWALL: 2' DRYWALL INSTALLED Af CEILING f0131M.
CHGWd7 OF n55 WITH 6 X 1-1/4 PM&L SCREW AT 6"
O.C. TO FPLH M65 ON FDCk5 AND 6"
TO EPLH 1Rll55 IN TIE FIELD
RAT RUNNER: 2 X 4 PX R NNER CONE, ATTOP OF 11 155
13fM CONT 8' O.C. WI1N (2) IOD AT FPLN T0195. RAT
RLINNFRS LIED IN TRI55 ERECIiON MAY Bf [UP WiTH
51TQFIFD NALING OF (2) 1007 @ EALN fW55
6.C. TO VERIFY Al WASAgWN15 IN M11) BE aT
ORDFRING iNfa5
Zx6Pf@16"a
C
u
III �11 �Ulll III I
left side elevation
roof frame plan
SCALE: 1/4'- P-0'
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