1830 Seminole Rd RES19-0378 Kitchen Remodel/Windows RESIDENTIAL PERMIT PERMIT NUMBER
J J� \sd
'1 CITY OF ATLANTIC BEACH RES19-0378
"� ISSUED: 1/6/2020
800 SEMINOLE ROAD
7 ATLANTIC BEACH. FL 32233 EXPIRES: 7/4/2020
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts,state agencies, or federal agencies.
JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK:
1830 SEMINOLE RD RESIDENTIAL ALTERATION KITCHEN REMODEL WITH $45000.00
RESIDENTIAL WINDOWS
TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION:
CONSTRUCTION: NUMBER: GROUP:
172020 0510 SELVA MARINA UNIT 09
COMPANY: ADDRESS: CITY: STATE: ZIP:
OSBORN BUILDERS LLC 2157 POINCIANA RD NEPTUNE BEACH FL 32266
OWNER: ADDRESS: CITY: STATE: ZIP:
ANDREW BRYANT 1830 SEMINOLE RD ATLANTIC BEACH FL 32233
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
LIST OF CONDITIONS <
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $280.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $140.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.30
STATE DCA SURCHARGE 455-0000-208-0600 0 $4.20
TOTAL: $430.50
Issued Date: 1/6/2020 1 of 2
'---.0--''''-i- r, RESIDENTIAL PERMIT PERMIT NUMBER
ti ' ��� RES19-0378
CITY OF ATLANTIC BEACH
ISSUED: 1/6/2020
-5v„..,_.___} 800 SEMINOLE ROAD
"OiATLANTIC BEACH. FL 32233 EXPIRES: 7/4/2020
Issued Date: 1/6/2020 2 of 2
rSF �i� City of Atlantic Beach APPLICATION NUMBER
N r � Building Department (To be.a igned by the Building Department.)
800 Seminole Road
la �� Atlantic Beach, Florida 32233-5445
1,,),.
C� �� 7
\ ;> Phone(904)247-5826 • Fax(904)247-5845 I
,-.�0.;jgr E-mail: building-dept@coab.us Date routed: I f ) ( ( ( 9
City web-site: http://www.coab.us 111
APPLICATION REVIEW AND TRACKING FORM
Property Address: 1 Q
8 3 0 EJ11'\ INOLE j Department review required Yes
Yes No
.4 :uildin.
Applicant: L)SaO ep�'t Lbees Planning &Zoning
Tree Administrator
Project: K t'(L' E/ RE,,,,QL,Eic., Public Works
Public Utilities
- \A) t IVOC)1, --IS- Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept.of Environmental Protection
4.1Florida Dept.of Transportation f
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: VIApproved. Denied. Not applicable
(Circle one.) Comments:
BUILDING
PLANNING &ZONING
Reviewed by: Date: / -c9 "
TREE ADMIN.
Second Review: Approved as revised. D led. Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: I lApproved as revised. I (Denied. I INot applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
Building Permit Application 't OFFICE COPS ' Updated 10/9/18
- City of Atlantic Beach Building Department **ALL INFORMATION
800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
Phone: (904) 247-5826 Email: Building-Dept@coab.us IS REQUIRED.
Job Address: 1$3D 544,111/1014. teriekii lerHetrihk b$athrfl Permit Number: Rs ( 1 -(:) -7F2)
Legal Description 36-217 O1-2S'2'E 5B -AviVA?town" L07 5 $t-K1 RE# 172024-05) 0
Valuation of Work(Replacement Cost) $ 95,O01". °--° Heated/Cooled SF 2115 Non-Heated/Cooled 2 I 6
• Class of Work: El New ElAddition XAlteration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/Door
• Use of existing/proposed structure(s): ❑Commercial f jtesidential
• If an existing structure, is a fire sprinkler system installed?: ❑Yes NiNo
• Will tree(s) be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) No
Describe in detail the type of work to be performed: Fv//IiC'i, J L,r1. r44nl. iIc.. wi'.444.1etAT.L40o/v40.6 'a.,945,
4/v9/,(c.!• ek*feer 714vo k' 4doge opei ,.a ka,.u/ acat.A - ,
Florida Product Approval# ON P 2/0 for multiple products useyroduct approval form
Property Owner Information
Name An/nlul'1/ 8gY4N7- Address I `d 30 S )(VOLE /2.4/30
City ,4TL4N iC /A696/1 State Zip 32233 Phone 0709) 838 -3795
E-Mail ano� bryan+3 a a�►Ta;',corn
Owner or Agent(If Agent, Power of Attorney or Agency Letter Required)
Contractor Information
Name of Company OSBC,IQ?J 801...w.425 [,LL Qualifying Agent 91/1n OSigt,EN
Address a)5 PPING14,1v.r leo City NEPfl 6 R 1,t State FL- Zip 32-2/C
Office Phone (AOL1) /—O73a Job Site Contact Number 0101 ) O-1737
State Certification/Registration# CPC 1258506 E-Mail DAV)6 a c;99004 130IL.Ges , Co i✓}
Architect Name& Phone# Z
Engineer's Name&Phone# 6EOFP.6ART'NEe--//..Ex 1'✓1 ,e 6enee CONS() y7.-✓b = (Sot)2 qi "$OI o N ot
Workers Compensation Insurer 0,004444: LION IN5t 4MCit c4 I.'ANY OR Exempt fA Expiration Date MAYS, 2021 a
rter
Application is hereby made to obtain a permit to do the work and installations assiiinrdied. I certify that no work or installation has N
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regi ting 0) `
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,Sal= -i Z
WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS, etc. NOTICE: In addition to the requiremer s(*l t 0
permit,there may be additional restrictions applicable to this property that may be found in the public records of this court*,Bile- D
there may be additional permits required from other governmental entities such as water management districts,state age i0Z
� O 4
federal agencies. U Q G
0
lti F- D
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance wi8 arO Z
applicable laws regulating construction and zoning. 0 J IL N
fr F— VI 1'—
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT M g g
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INgQLL Li L m
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE w E W g o
RECOR41 _ YOUR OTICE OF COMMENCEMENT. W w
WUv) W
'�' � W
Ass-
i 1j % w
(Signature of Owner or Agent) (Signature of Contractor) CC Q
Signed and sworn to (or affirmed) before e this 1',/day of Signed and sworn to (or affirmed) before me this //day of
Ve-U> .✓ , Qt`l ,b ' f' k h� C p1 e42. 4S'F t, 20/ b zo ,csead
t ,i,
r (Signat {iip . 4.ublic ''•:(
- Jc
NotaN P �° M.
�y,I' �1e(31ktAJEUDY
State of Florida , f,,fI ,& ,,,: MY COMMISSION#GG 913686
My Commission Expires 01/01/2023 a�.%y�.:o'� EXPIRES:September 16,2023
[ ] Personally Known OR Commission No.GG 287454 [ ] Personally Known OR `4,o:rvo'' Bonded TixuNotary Public Undermitera '
Produced Identification [Produced Identification
Type of Identification: - t)i- Type of Identification:Ft Pielva5 L/C!,456
OFFICE COPY
„of:4:
PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED)
*Project Address: /5.30 SF,'//HOLT .eDs.54-V ,4971---"94/77C Permit#:QCS 19 - 3 7 e
*Owner/Project Name: Oler4
As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s)for
the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your
product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product
approval may be obtained at:www.floridabuilding.org.
Category/Subcategory Manufacturer Product Description Limitation of Use State# Local #
A. EXTERIOR DOORS
1. Swinging
2. Sliding
3. Sectional
4. Garage Roll-Up
5. Automatic
6. Other
B. WINDOWS
1. Single hung
2. Horizontal slider
3. Casement 5in70040 i ro 'fl,5h eo►rfrKdvR "Df P FL# 107.g,
4. Double hung 5jiy(OryZ.f pN �fo 'n.rh ConhrAc yZ vlo4-
5. Fixed
6. Awning
7. Pass-through
8. Projected
9. Mullion
10. Wind breaker
11. Dual action
12. Other
Page 1 of 4 Updated 10/17/18
OFFICE COPY
In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the
Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation
instructions along with this Product Approval Sheet.
I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the
ones listed in this document must be approved by the Building Official.
*Contractor Name (Print Name): DAVID OS8o2N *Contractor Signature:
*Company Name: 0Si30P� 3U1 LI0Fes LLC_
*Mailing Address: .P15-7 POING'ANA- 12J N JLPTV/u 664-0E- PL
*City: N iPTuI\J *State: *Zip Code: (C6
*Telephone Number: (9OQ) a-1-1/ —"073, *E-mail Address: v11 Oseoeni 8ui LnE,S-ADM
Cell Phone Number: (I/OL4) O-1 ) 7 Fax Number: (-q09) 'I—5-%77
Page 4 of 4 Updated 10/17/18
.09
J
atm~' ,4O(J �,„ d
jAlk
lI
ri46410
3
J
N ^-1— 5
M
$01759 vaNtru.fr
dyo� E7 q NO/kg S v c S
—717 Sar3Cr'r i J Maa8O
Ad03 33Idd0 /v -rd1N_g96/nv-frw 3��sr�o�174?J QJ
fe9vV ,e -sk--NcE &.x. .f..__& fi.... , A) C
goo s 1NDL,� E ,,9 '972,5 J44 hy6�}L/6ff
I 7
® GENERAL NOtcs .
�_ --_— usN�n.ruws ,Irz Ixc i liJ6 a9,.iPMBNr
j ��i M� r4 Fl nn...16 Alt w''VCi�u.4..a Ai iv�n:,r
_- "WNW..r.w+""+r. W �o1w.,.., a,.+'m..rwL.
di 1.-,,,......=. I ,111111 ,-- 1' •.100G sM •. •x..n L, ,NYA c»e.(aW.e.b
1 _ .�F„n. AUFILLIA.7 ean.r MN vwn.,. drrr,
.'INCWi UN,r.6. •WE 'V�(a..WIT. 4.O tW
\ / I ~We.;NT i4 r q.Wn C96 t.
11 � � )♦ 4 I ...NT _ - -.--:1-1:'- _
• 4,
I � i
ED "IC\ 111 I
rt.
�/ 111115111111M MINIM
1uI
i�� I III III ��
c1""uMw4
_:-1<17041g/-4 5t-W T1O115 4,",-n. ' 64TH ELEVAT ION <it 1/2" . 1'•e"
� MM
WII I11t11Ll1UU I I W LID II 111111u 1u 1 ullllulnitllu1InurI11u1luul111/11r • • . do i� , ,4 � �
I_r------- - - - ---� iiiii.a l ir �• .
11
a 'j........:
.11Pr' IL
oi
U �V�' 9 Il , 1111111111111!iR ■ N
U� X10 A e x, LNINs Roam S o1 NG^R.•YI Y s! p. I
I / • Iall RaniI
TTTfl
,:ri I M � tgb d✓ '1I1-_---,,..-• P-1 a1!11111
1 t
I I MII I � �I a
� I I I I ; •� : . = > : 1`� _
�� Y;n� t}r $ ■
•
�-_ iF� �I'I-------',,� 2 NPS - r° 114f�e'; �.-tt�f:=_ doss■1
TM.
I '3 - r1"1i�C - +T
1 •0 .\49! of ••- � IA11 .....e.p^i ,S"«r _ _ _
I I I •O V V IPI , 1 / � 'h-i, J����i..mi '� _.- __..__.-...._- Q
las;
II - z"•4•
— — ————_rill lk _.�.�.va�'.n 3 a z
T�
I
1 \ � lia��1
4'mNL.%M WITN " 4_r, Z h I r•wE� o------�—
d•,.LNi-`nbuEOu
Leu"✓GTCI7 io,'.AIID ��YY,, - Y/4
•
I \ •••-•etteofer
II\ r ii'-o" I
lnj_ /".----NGI EAw4s= f
,_ ,,,.,.____40113 I I gill/11:-Itiiiiii - 1 WV' 4°14 -- •
IIIIIIIf1 II�111�I�11Inn7 111 111U1u111nf1111111nnnuun1 •
I goo*
1' td w:•` """fit
•
. FOUNDATION Iii PLAN� Y9.'.I!c" FLOM PLAN a N}' .�i'" • +
•
,/4'F-'M;!,n' `7 3 44
/93 0`5 ^ ¢ ._ -r. - _ —_
P/I vi0 D5' ,2'W
2 &,,2/v &i)//-1205 GLC
13cE�1•vo le0.94() 451V X PL9N
.'
vm
. GENERAL NOVES •
.. I�l ,
.-PM
I
( ` r - iem+ .o"wN4�.* v�'TJ4` �vw-t•r
_.1.: r 1 LL- i
�I � \°—/_. ulnwn>• •
:! :q .':AovyyvvmWiIf wv%sµ.AN.¢�aOH,o.,;111:0-4:e.,,,.
w NoJwCK7T-..:4,11:17:,,,..7.;"'
wHwH r.Wco{�.`nm�Jb
••
w I .
E.':
4,1-4. igre
r [ ffT
I
\ = :1 \\ —>oz : Ii ` 441"/
x - , . vim. .f.c . _ �� o,J
54TH ELEVATION ¶ I/2• a i'• 43 --- !
Id.4•-, ii.._, tlMa•A�. �.
_:.KITG-ISN. EL6�B.TIO41S. ne'o i_ ?ae_a-- _._....- /—� - _���
( ars. rs- •_- ,t• v
T. ..r� — —
kal
Inlnunlunulnnuulnlnn,unu 111111 nnuuuwnllnllu�ull�u unl�L1 n� .. ,ail f,f•,
ife,trk.t-.A.1 Will -
{ l ill!‘: ; y• am_ I I �' �el.�
. I ''. o'r 1-.__— Y.- ININb NOD,d a 1_ y..>.t
•
��� d -----, 1.01illg g..401u+sc.iiiiinnx_:-sem r "
�Q 'h1 rlb I Into: vl
•
11!
1 = I ail I - } �, I r�1,•'C.MII J .
•
IF:t____ _I- • ....,.. 0 A j :,-41
•
I1 I lip 1
• 4_1 ..1-.-- ,ti,lll,,,,,l,,,ll,,,,,l �i Blwrilli ASO
'"f±...
-.... ... -._.__—._._
�d .d Id.= IZ`er of a `y .
to _ � .lik, 1 i°j ,,ft, , a I ,� , ..- .
• I I 1E1 0 - `. , "'�'a' �: hail ----
I• 1 I=I V.'.,, t P\I)( ,`1 p 4nf� �9I Ail
— eg_ I .
.. • I 1 \ I
II I 4•eCNL.xAH wrrM 141
:�� ` I i
o.4 ..AS WN H cv +
.OH C.A011=TTS.1,wo aw.. rlu- vnrHh •••• ,1,, Ii■r' }:
P 1
1 �dn'ner I v k; I .
0 , o ,
.__ . a s
1 0.3 i • $ F#NMI krll j_ _�_I E,4 -
_CAtIl
I I1 ..,« s __ i T — , -
ol.
W ��
i F0U- riaTIOF-1 PLAN'O 41.,'c FGJR PLAN }' v
7/�,
•/jiui ��V7!� • c
8..44 1
1 }V)0 0530
o, ¢a t v/L pee [-t e-
x'30 5 J.voL,E C EX/57--Nle X7; lerY2 OFFICE COPY
I
1.
te' ; ' -
I I
.a�.."�s+••11•sywe II `IRtM �. .O' truce•\
III �.
111
7ulab nWM J --#}--
5 CAA.• PPOHT ELEVATiO"-I a V4"•1'••••
, 3 1 • I i
! ' �, II r $ ... _ RIGHT �I DE ELCVAT IOL.1 .
7 y " F 1lik.. .�
1' " IA,.......r. sem.h P ,
1 1 .1.4...11.s.
I L. i=l%.,,i.—4
s•
•
T RE' ELEVAT low
•
.wear.•..::•".- —n--6L- __=1._
r•..rt.._.:.-n-..r 11.-QJ5S Pi'WS'M C9 ',/""a" =-- _,
':�a n d..i• r -- 41„cuv_.: for •, :;:.1.',....tE3
7 7 .t '• w _ s.w�-wiu�cs
mia
y , r � \
"'I� +• " ( 1 il
f ' '
+ S I _ 1.SrT SIMS 111. SOCTIOW 14'.1'.a,
lik
' f 1 ,, i i, , ,
, . ,
.„, ,..v.,...
frAdiarA
� ,,• fm
,. .r ,_
77S.44
—
9✓i,t7 4S#OoA2n) • –
1
0 .0 8t,J d2-5-1C. 0 .
Cee la 5T55-0 6
0 ,0385I
7 Y7 ya►3ai 1 n9 Ivao€1-_,0
(v?Jwso a( a
ttr/7°E3 -,--,- .I,
7 1 i , , ! .: ! itil ! lij
...-.1-.+x nollvra a SCI IS -1. B.1 { P i ! k y
n I 1 V `
. .. E
. I
�-�--
a _:.w iI 1 i I I 1
--- •iz sa Ylvr'cr.+awno ,•�'v k J S 1 I'
_.. - -_ roxe- ^e'os,t snv n^Y aze a5 J
\`lTSMIM Y,Hs.sv ._... )
w
_ -_ --- r.':;77
ig S.MiT'fl .r-yy� f."�•-i z 1
. A^b ^I �'G WyAN.t 95f1�L'A��1 I, — a
..-,1•nb o w.. 9v!a 99rau. - - _ a i
7 -- -- ---
• SNM Ws.nt sfOn ASW'
1.--1
—__u—L_i-_.-acc=zz.a �,
ssc
MOI Lv,^27a z•1`.••ax1
•
` ? �-•
l,''... ffl ..� __ ---- ,. -
— I 1 1' it , 1 r
It:
` _...
-
... 1 I ilt-h h .
u I 9 Ip.m I 1 �./ ►_ •.
,vdl0vtr+Q01/4•494441inolJ'.'A - Sols .1.1-•911:4p. II d r,...,..
•
•
`-07, 1 1
i
11 Ips i# ;
1.
11 1
ill,i,.,ucv 1 A I it i 1 -I
II
,- %t
.141•Arwry sronnun»=' ..* OP 14711 Q 550N0
i-II•.0/t O I^10I1Yh3-19 11•10tld ,-c S`g.1)/un mu
J
t� —:Mvocri .n.� r--r--r— 1i"�— — v,ca,,srirla 111
I
-
4�
11_—
1 4011 141A
42) Cillirk°61416SIV
ON
�,yi1d03 231dd0
n4L - Otb' 2oriw35 Q8I
SNOl1f7/—///7 1A/ ?101 IX? . 0194.3-1•` ill
MAMAJT Ei_o Pl,g-Av
,15305FJ►11►w(0►.EJ OFFICE COPY
13116 1 12 6 116 5 SS 1116
9 W 09 266 314 99 V
62 1/4
6811/16
101 aft I'-24--4 '--24 . 551/2 4 24� 1--24 31 1116 -:
I'—30 * 36—* 30—4--30—#--481116 4 30 + 33 + 27---
RAC. 15 26 2 I I � 8 29 3� 32 -N
5-
1 2 3 `. 8 11 8 1 -� 1 0 a
--_._�- --- J e,fbE i---- L--- -
I 1 311 ;I;
/1 1: S r
24 23 I�,,�v I 20 1 18 /1
..
I I I Il'^ I I I 86
ilei I `- iz ' I I V �4 ,.
-- - ■�
1 37 N
N.
a +N
r-
11==._- _ 1233 ,
123 314 r
MCN
MS
VZ
a
MI
R
AA'
r 211 Iia-
n, g
e r.-
�
IC
a
MC
X
WE
a
S
121 2 . . v
39 A
2157 Road Road _ FI1yant-kit--d 1 Floorplan
PoincianaPhone: Beach,07 32268 Bryant kitchen Room 1 Current Date:Nov 19,2019 I Scale: 1/4"=1'
Phone:904-248 0732 Fac 904-2A1 5377 ry _,_____________.__-,_ —_._...._.__._ _._I .._—.___---_._
aey,R✓r Nor"bt wA1.„4.F4-7-AlN
is30 ss-)1,44,4E RAD
OFFICE COPY
2 9M116 ' 5 W4 SIB
r-13811116 e _2 55 1/2 } 24 � 31 1/16
! 9.,-,4-1 T.
! !
7,...._
6� � �
� k
gF1 V If
I ��. ,-.....-.-- t
F f ,4"` t F
r. _, 1 t
1116 t
30 fir, 1 27 ----]t--
�
j 266 314
1 3/16 1 11/2
Ozbuiit Bryant kit e Elevation - tail5 -_..__.
2157 Poinciana RoalNeptune Beach.FL
Ph 904-249-0732 F 804.241-537? Bryant kitchen Room Current Date.Nov 19,2019Scale: 114°=1`
��,e ,57-,/7- - k,�`L �. Y,y' - OFFICE COPY
1I-ao . )/vorz .5�
at_t_4(j7 .
ce
2 P
L271116
3 391 036 157318I cpr . : , .A 344'2 4
Tr `_- -'
CD 36
X1r _ — xis
rF p: f7
ottE
.--id , IT
p.
t
1 CO
wm
t L- -n--- I____17 L — '_ _ 4
t
i X ..._____ ._
1.24 118 4 4 1 i 30 1. 15 24 —4 9134 318 2 — 36 112 ---11� (" 1/2
1 i
t
' ' � eats '�i,
.1, rA
Ozbuiit Bryant kit 11 ! Elevation - Wall 6
2157 Poinciana Road
Neptune Beach. 32266
Phone 904-249 Bryant kitchen Room 1 Current Date Oct 30,2019 r Scale: 114"=1'
-249-07 0732 Fax:904-241-5377
i ;c SE:/ /No ,Pc,,9-6 / .9i✓ ,f. v.0577o")
OFFICE COPY
p7,t
;'-° V.r�bat t-Ra
��` M I/V�7z'° p��,arc
20 21 22 23 24`^ 25
4-- 36 N 8 4341/16 t2 --
3
po�,� FY l Da- 6.)► S
4)4 PLarlir
Ozbuilt Bryant kit 11 Elevation - Wall 7 ,
2757 Poinciana Road —_
Neptune ch.FL 32266 Bryant kitchen Room 1 Current Date,Oct 30,2019 Scale: 1/4"=1'
Phone 904-249-0732 Fax 907.247-5377 ry
GENERAL NOTES
SHEATHING NOTES
1.
CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING EDITION, ACI, NDS,
FOR WALL SHEATHING:
EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT
APA AND ASCE7-10.
1. FOR STUCCO AND STONE: MIN 15" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED
2.
THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED LEVEL 2 ALTERATIONS IN COMPLIANCE WITH
VERTICALLY, OR MIN 6" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED HORIZONTALLY, TO
22.9
SECTION 301.1.2 OF THE EXISTING BUILDING CODE.
WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. OIV EDGE, 12" O.C. IN FIELD.
LIVE LOAD:
0.0 PSF
2. FOR ALL OTHER VENEER: MIN 16" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED
3.
ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND
VERTICALLY OR HORIZONTALLY, TO WALL FRAMING.FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE,
-24.4
AUTHORITIES HAVING JURISDICTION OVER THE WORK.
12" O.C. IN FIELD (BLOCKED PANEL EDGES) OR 6" O.C. EDGE AND FIELD (UNBLOCKED PANEL
5.0 PSF
5.
EDGES).
4.
CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING
3. FOR CURVED WALLS: TWO (2) LAYERS OF 4' PLYWOOD. FASTEN WITH 10d NAILS AT 6" O.C. ON
11 FT
CONSTRUCTION.
EDGE AND 12" O.0 IN FIELD. OUTER LAYER OF PLYWOOD PANEL EDGES MUST BE LAPPED 24"
6.
NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED.
MIN WITH INNER LAYER. SHIM FRAMING AS NEEDED FOR TIGHT FIT.
5.
DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY.
DEAD LOAD:
DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS.
FOR ROOF SHEATHING:
DIMENSION LUMBER
DECK LIVE LOAD:
1. FOR SHINGLE AND METAL ROOF: MIN 16" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED
6.
SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE
PERPENDICULAR TO ROOF FRAMING. FASTEN WIT 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN
aa)
TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT
FIELD.
Q
SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS
2. FOR TILE ROOF: MIN ia" PLYWOOD, SPAN RATING 32/16, INSTALLED PERPENDICULAR TO ROOF
N
STRUCTURE WAS PERFORMED ASSUMING 2500 PSF SOIL CAPACITY.
FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGIE, 12" O.C. IN FIELD.
Y
3. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH
7.
THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF
STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD
WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING OR
CONDITIONS, BLOCK PANELS AT 12" O.C.
ELECTRICAL WORK.
2X4 NO.2 SPF
16
12
FOR FLOOR DECKING:
8.
EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS
AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING
1. MIN 4' TSG OSB OR PLYWOOD, SPAN RATING 48/24, INSTALLED PERPENDICULAR TO FLOOR
16
NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN
FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGIE, 12" O.C. IN FIELD.
2 ;
CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL
2, USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 48/24 AND
16
TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES
MINIMUM 4" THICKNESS.
16
NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN
16
16
ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
FOR PORCH CEILING SHEATHING:
,FF
1. MIN 8" OSB OR PLYWOOD, SPAN RATING 24/0, INSTALLED PERPENDICULAR TO CEILING FRAMING.
FRAMING NOTES
FASTEN WITH 8d NAILS AT 3" O.C. ON EDGE, 12" O.C. IN FIELD.
1.
DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING CODE,
RESIDENTIAL EDITION AND THE
LOAD TABLE COMPONENT AND CLADDING
16
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.
2.
DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET.
ROOF: DESIGN PRESSURES
2X4 NO.2 SPF
16
LIVE LOAD: 20 0 PSF
3.
ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ACCEPTABLE PROVIDED
DEAD LOAD:
7.0 PSF
24.4
EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT
24.4
-26.6
20-50
APPARENT.
-28.8
22.9
-25.3
50-100
LIVE LOAD:
0.0 PSF
4.
ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED.
LIVE LOAD -STORAGE:
30.0 PSF
-24.4
20.8
DEAD LOAD:
5.0 PSF
5.
ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED.
8 FT
9 FT
10 FT
11 FT
FLOOR:
N
6.
NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED.
LIVE LOAD:
40.0 PSF
DEAD LOAD:
10.0 PSF
7.
DIMENSION LUMBER
DECK LIVE LOAD:
50.0 PSF
EFFECTIVE
AREA, SF
END ZONES, PSF
INTERIOR ZONES,
PSF
0-20
24.4
-32.0
24.4
-26.6
20-50
22.9
-28.8
22.9
-25.3
50-100
21.6
-27.2
21.6
-24.0
100-200
20.8
-24.4
20.8
9 FT
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS
7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. WIND LOADS:
7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON WIND SPEED: 130 MPH
STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS EXPOSURE: C
SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. IMPORTANCE: 1.0
BUILDING CATEGORY: II
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: ENCLOSED BUILDING:
INTERIOR PRESSURE
8d = 0.131" x 2-1/2" COEFFICIENT: 0.18
10d = 0.148" x 3" ROOF PITCH: MATCH EXISTING
12d = 0.148" x 3-1/4"
16d = 0.162" x 3-1/2"
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE SHEET INDEX
FOOTING DETAILS SHEET. GENERAL NOTES/FRAMING PLAN
10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. S1 01 AND DETAIL
EXTERIOR WALL STUD SPACING
N tLO
m
BRITTLE FINISH
FLEXIBLE FINISH
z
WALL HEIGHT (L/360)
WALL HEIGHT (L/120)
BEARING
L.L
W
-I
m
m
z
W
0
v�
W
ry
z
Q
Q
w
W
O
Z
W
o
�
LL
_
Q
m
U
Z
J
F-
CO
ry
2
C�
N
U)
m
CL
Q
CONDITION
STUD SIZE AND GRADE
8 FT
9 FT
10 FT
11 FT
12 FT
8 FT
9 FT
10 FT
11 FT
12 FT
N
2X4 SPF STUD
16
12
16
16
c
u _
ONE
x
aa)
a �
6 m o
Q
-2
c') >CR
N
CR
U CO N
Y
O
U V
c m
STORY
2X4 NO.2 SPF
16
12
•
16
16
16
12
2 ;
2X6 SPF STUD GRD OR NO.2
16
16
16
16
16
16
16
16
16
16
,FF
2X4 SPF STUD
16
12
`-`
`'
16
12
TWO
2X4 NO.2 SPF
16
12
(
16
16
12
STORY
-'
2X6 SPF STUD GRD OR NO.2
16
16
16
16
16
16
16
16
16
16
NOTES
1. ALL NON -CORNER STUDS LOCATED IN WALL END ZONES TO BE DOUBLED, FASTEN STUDS TOGETHER
WITH 12d COMMONS AT 8" O.C.
2. NON-BEARING WALLS MAY BE FRAMED WITH 2X STUDS AT 24" O.C. MAX.
EPDXY NOTES
1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER EMBEDDED STEEL ITEMS
SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY GROUT ONLY WHERE DETAILED ON THE
DRAWINGS OR WHERE APPROVED BY THE ENGINEER.
2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE ENGINEER FOR
APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE:
HILTI HY150, HILT[ HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL.
IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS AND DIRECTIONS
FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN ACCORDANCE WITH APPLICABLE SAFETY
LAWS.
3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 PSI AND TENSILE
STRENGTH OF 2,300 PSI.
4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE DIAMETER OF THE
STEEL MEMBER BEING INSTALLED.
5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO INSTALLATION OF EPDXY.
HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS LAITANCE, DUST, DIRT, AND OIL.
6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE MANUFACTURER
FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE YEARS EXPERIENCE IN THE VARIOUS
TYPES OF EPDXY RELATED WORK REQUIRED IN THIS PROJECT. A NOTARIZED CERTIFICATION FROM THE
MANUFACTURER ATTESTING TO THE TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH
THE PROPOSAL TO DO THE WORK.
a'o
i
r r
- � [ '. ,. iJ�A�-ii-i-iiiAiiii-i-i-i•�6 ... `, ��� ���
y ♦iiiii iii: .....
NON -LOAD BEARING
WALL REMOVED
r�
if
L�f440
F YP•
no PH
.,
r
4 Yr.� IYI
1ft�
i
•
r
2 WALL FILL DETAIL
3/4 = 11-01,
_ ARTIAL FLOOR PLAN
EXISTING TOP PLATE AND
WALL FRAMING.
EXISTING HEADER
FILL OPENINGS WITH 2X4
NO.2 SPF STUDS AT 16" O.C.
FASTEN TO
HEADER/FRAMING ABOVE
AND BOTTOM PLATE BELOW
WITH (4) 10d TOE -NAILS.
WHERE DOORS/1NINDOWS
EXIST, USE 2X4 BUCK.
FASTEN EACH END WITH (4)
10d TOE -NAILS.
2X4 PT NO.2 SYP BOTTOM
PLATE. FASTEN TO EXISTING
SLAB WITH 1/4" TAPCONS AT
6" O.C.
I
,;.
TOP PLATE TO HEADER:
SSP OR SDWC15600 AT 16"
O.C.
EXISTING TOP PLATE TO
REMAIN.
KING STUDS TO TOP AND
BOTTOM PLATE WITH SSP OR
SDWC15600.
NEW HEADER. SEE PLAN FOR
SIZE, KINGS AND CRIPPLES.
CRIPPLES TO HEADER.-
MSTA18 WITH (6) 10d IN
HEADER, (8) 10d IN CRIPPLE
OPENING BUCKS AS NEEDED,
FASTEN AT ENDS WITH (3) 10d
TOE -NAILS.
CRIPPLES/KING TO BOTTOM
PLATE WITH SSP OR
SDWC15450.
1/2"X6" TITEN HD SCREWS NO
FURTHER THAN 3" AWAY
FROM CRIPPLE STUDS.
EXISTING FOOTING TO
REMAIN
HEADER FRAMING DETAIL OFFICE 3/4" = 1' 0" C COPY
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
F EQUIREMENTS AND CONDITII',"
REVIEWED BY: DATE: I - j - � o/ 9'
r
m
N W
r
co i
O w
O Q
o
z
Q
z
z O O
U
Q'
O d Q
U W
Lu
J
N tLO
m
VJ
z
W
U
T
�
p
N
L.L
W
-I
m
m
z
W
0
v�
W
ry
z
Q
Q
w
W
O
Z
W
o
�
LL
_
Q
m
U
Z
J
F-
CO
ry
2
C�
N
U)
m
CL
Q
O
0
w
z
W
c
N tLO
m
VJ
z
T
�
p
N
Q>
U
m U
M
C >
C7
U
a) U
2
C�
N
D
V
CL
Q
O
c
N tLO
m
VJ
z
WQ
L
0
z
Q
U)
zJ�
aU
m m
c
p
.`o .o`
U
w
z
W
z�
WQ
L
0
N
U M
LL
c
N tLO
m
rn
cfi
L
wQ
aU
m m
c
p
.`o .o`
U
LLLL
m
L
ui
U M
p
7 LL
c
u _
x
aa)
a �
6 m o
Q
-2
c') >CR
N
CR
U CO N
Y
O
U V
c m
\NAYMN
•
I FIC '••�'Pj,
•
` O� •�
. G
"
2 ;
- C7
No. 328
_
• * -
�;
TE O
O
,FF
Sheet No.
S1,01
Revision Request/Correction to Comments **ALL INFORMATION
- ��" HIGHLIGHTED IN
`i City of Atlantic Beach Building Department GRAY IS REQUIRED.
/i 800 Seminole Rd, Atlantic Beach, FL 32233 �
`--"i'-- - Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: ,e-C57i '0378
ERevision to Issued Permit OR I !Correctionsto Comments Date: ,127/207-1)
Project Address: )4330 'E.IvI,NaL E RO4,1:2/ /972-0494177C46E4€H FZ-
Contractor/Contact Name: PAnn OSPc 'J - D°. o€N /312)1-vg.e--
Contact Phone: („ OLIX6b '/737 Email: 14V10oSY3oteN611L.0 5.G0✓b''
Description of Proposed Revision/Corrections:
Cl/NCS aGF �/+zi�Tl1✓/N120w N --/2oN7-o, i 1 'VV.E--
ST/eve-77 ,�/L6IN.e2E•L/NG /NGL-ve,
I affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
• ill proposed revision/corrections add additional square footage to original submittal? r � FA ..
1
No /.%7 Yes (additional s.f.to be added: )
NO
• ill proposed revision/corrections add additional increase in building value to original submittal'
AN 2 7 2020
LINo Qse*Yes (additional increase in building value: $ Sor.eiv ) (Contractor must sign ifincreaseinvaluation)
*Signature of Contractor/Agent: !?Ir,-';' 1 o`:,,*'...,-s -,,, ,.,}
^r
(Office Use Only)
LJ Approved ❑ Denied — Not Applicable to Department Permit Fee Due 5-0•06
Revision/Plan Review Comments CO;17 QC 7 ./v /-CA —1) 124,vr7-ed So k, S:i
do C ti irrt P ,1 -1 S ff p 0 y lip-�,
Department Review Required:
CBuilding_. f /1
Planning& Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities c^ Lf )C)
Public Safety Date
Fire Services Updated 10/17/18
REVISION
BP# ,zeS / q -- 037 '
DATE , -/ g / act OFFICE COPY
SIGNED TJ')X
PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA(*REQUIRED)
*Project Address: 1$30 MINOLE 120,40 Permit#: 6 S/q— 0 7,3`'
*Owner/Project Name: 1312-YANT
As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s)for
the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your
product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product
approval may be obtained at:www.floridabuilding.org.
Category/Subcategory Manufacturer Product Description Limitation of Use State# Local#
A.EXTERIOR DOORS
1.Swinging
2.Sliding
3.Sectional
4.Garage Roll-Up
5.Automatic
6.Other
B.WINDOWS
1.Single hung
2.Horizontal slider
3.Casement S1 MO WW1 Pa FlAh94(NM Nor hePtra,0 'Q- ii.'
4.Double hung HINZ-
5.Fixed
6.Awning
7.Pass-through
8.Projected
9.Mullion
10.Wind breaker
11.Dual action
12.Other
Page 1 of 4 Updated 10/17/18
OFFICE COPY
In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project,the
Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation
instructions along with this Product Approval Sheet.
I certify that this product approval list is true and correct to the best of my knowledge.I further certify that use of different components other than the
ones listed in this document must be approved by the Building Official.
*Contractor Name(Print Name): /0 QSkOQN *Contractor Signature: IlJ
*Company Name: .rV s aunsin 12
*Mailing Address: of)5-7 )%4 f OtA4e1 .
*City: Neltholitt &ALIA
*State: /�`/ *Zip Code: 3ZG /
/L�
*Telephone Number: C�'6/-0.2.4g� -73-2 *E-mail Address: Di7Y 1 C�Q�(IA1'd{�JV 1 L 2 . M
Cell Phone Number: C- 1614OG 0—.1737 Fax Number: 07011)c: 11 / ..-T-37
Page 4 of 4 Updated 10/17/18
GENERAL NOTES
SHEATHING NOTES
1.
CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING EDITION, ACI, NDS,
FOR WALL SHEATHING:
EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT
APA AND ASCE7-10.
1. FOR STUCCO AND STONE: MIN 15" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED
2.
THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED LEVEL 2 ALTERATIONS IN COMPLIANCE WITH
VERTICALLY, OR MIN 16 OSB OR PLYWOOD, SPAN DATING 32/16, INSTALLED HORIZONTALLY, TO
22.9
SECTION 301.1.2 OF THE EXISTING BUILDING CODE.
WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD.
LIVE LOAD:
0.0 PSF
2. FOR ALL OTHER VENEER: MIN 16" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED
3.
ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND
VERTICALLY OR HORIZONTALLY, TO WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE,
-24.4
AUTHORITIES HAVING JURISDICTION OVER THE WORK.
12" O.C. IN FIELD (BLOCKED PANEL EDGES) OR 6" O.C. EDGE AND FIELD (UNBLOCKED PANEL
5.0 PSF
5.
EDGES).
4.
CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING
3. FOR CURVED WALLS: TWO (2) LAYERS OF 14" PLYWOOD. FASTEN WITH 10d NAILS AT 6" O.C. ON
11 FT
CONSTRUCTION.
EDGE AND 12" O.0 IN FIELD. OUTER LAYER OF PLYWOOD PANEL EDGES MUST BE LAPPED 24"
6.
NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED.
MIN WITH INNER LAYER. SHIM FRAMING AS NEEDED FOR TIGHT FIT.
5.
DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY.
DEAD LOAD:
DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS.
FOR ROOF SHEATHING:
DIMENSION LUMBER
DECK LIVE LOAD:
1. FOR SHINGLE AND METAL ROOF: MIN 16" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED
6.
SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE
PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN
TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT
FIELD.
16
SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS
2. FOR TILE ROOF: MIN �" PLYWOOD, SPAN RATING 32/16, INSTALLED PERPENDICULAR TO ROOF
12
STRUCTURE WAS PERFORMED ASSUMING 2500 PSF SOIL CAPACITY.
FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD.
2X6 SPF STUD GRD OR NO.2
16
3. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH
7.
THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF
STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD
16
WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING OR
CONDITIONS, BLOCK PANELS AT 12" O.C.
16
ELECTRICAL WORK.
MM
2X4 SPF STUD
16
FOR FLOOR DECKING:
8.
EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ELEVATIONS
AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING
1. MIN 4" T&G OSB OR PLYWOOD, SPAN RATING 4824, INSTALLED PERPENDICULAR TO FLOOR
16
NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN
FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD.
CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL
2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 48/24 AND
2X4 NO.2 SPF
TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES
MINIMUM 4' THICKNESS.
�?
�
NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN
•*-
16
ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
FOR PORCH CEILING SHEATHING:
\
1. MIN' OSB OR PLYWOOD, SPAN RATING 24/0, INSTALLED PERPENDICULAR TO CEILING FRAMING.
FRAMING NOTES
FASTEN WITH 8d NAILS AT 3" O.C. ON EDGE, 12" O.C. IN FIELD.
1.
DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING CODE,
RESIDENTIAL EDITION AND THE NATIONAL
LOAD TABLE COMPONENT AND CLADDING
=
DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.
2.
DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET.
ROOF: DESIGN PRESSURES
2X6 SPF STUD GRD OR NO.2
16
LIVE LOAD: 20 0 PSF
3.
ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ACCEPTABLE PROVIDED
DEAD LOAD:
7.0 PSF
24.4
EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT
24.4
-26.6
20-50
APPARENT.
CEILING:
22.9
-25.3
50-100
LIVE LOAD:
0.0 PSF
4.
ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED.
LIVE LOAD -STORAGE:
30.0 PSF
-24.4
20.8
DEAD LOAD:
5.0 PSF
5.
ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED.
8 FT
9 FT
10 FT
11 FT
FLOOR:
Of
6.
NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED.
LIVE LOAD:
40.0 PSF
DEAD LOAD:
10.0 PSF
7.
DIMENSION LUMBER
DECK LIVE LOAD:
50.0 PSF
EFFECTIVE
AREA, SF
END ZONES, PSF
INTERIOR ZONES,
PSF
0-20
24.4
-32.0
24.4
-26.6
20-50
22.9
-28.8
22.9
-25.3
50-100
21.6
-27.2
21.6
-24.0
100-200
20.8
-24.4
20.8
-22.9
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS WIND LOADS:
7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS.
7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON WIND SPEED: 130 MPH
STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS EXPOSURE: C
SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. IMPORTANCE: 1.0
BUILDING CATEGORY: II
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: ENCLOSED BUILDING:
INTERIOR PRESSURE
8d = 0-131" x 2-1/2" COEFFICIENT: 0.18
10d = 0.148" x 3" ROOF PITCH: MATCH EXISTING
12d = 0.148" x 3-1/4"
16d = 0.162" x 3-1/2"
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE SHEET INDEX
FOOTING DETAILS SHEET. GENERAL NOTES/FRAMING PLAN
10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. S� �� ANIS nFTAII
EXTERIOR WALL STUD SPACING
KING STUDS TO TOP AND
BRITTLE FINISH
FLEXIBLE FINISH
J
�
WALL HEIGHT (U360)
WALL HEIGHT (U120)
BEARING
(�
W
J
NZ
Ld_
SIZE, KINGS AND CRIPPLES.
Q
W
z
W
O
m
00
CRIPPLES TO HEADER:
m
MSTA18 WITH (6) 10d IN
Q
HEADER, (8) 10d IN CRIPPLE
(n
CO
CONDITION
STUD SIZE AND GRADE
8 FT
9 FT
10 FT
11 FT
12 FT
8 FT
9 FT
10 FT
11 FT
12 FT
Of
2X4 SPF STUD
16
12>
m
16
16
N
U M
ONE
STORY
2X4 NO.2 SPF
16
12
c
W
v
16
16
16
12
Q
o
2X6 SPF STUD GRD OR NO.2
16
16
16
16
16
16
16
16
16
16
MM
2X4 SPF STUD
16
12
`'
.• •• ( IF/ ••••.•
,
'pj
16
12
TWO
2X4 NO.2 SPF
16
12
�?
�
�
•*-
16
16
12
\
STORY
Q11PIFF
08
=
2X6 SPF STUD GRD OR NO.2
16
16
16
16
16
16
16
16
16
16
NOTES
1. ALL NON -CORNER STUDS LOCATED IN WALL END ZONES TO BE DOUBLED, FASTEN STUDS TOGETHER
WITH 12d COMMONS AT 8" O.C.
2. NON-BEARING WALLS MAY BE FRAMED WITH 2X STUDS AT 24" O.C. MAX.
EPDXY NOTES
1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER EMBEDDED STEEL ITEMS
SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY GROUT ONLY WHERE DETAILED ON THE
DRAWINGS OR WHERE APPROVED BY THE ENGINEER.
2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE ENGINEER FOR
APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE:
HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL.
IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS AND DIRECTIONS
FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN ACCORDANCE WITH APPLICABLE SAFETY
LAWS.
3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 PSI AND TENSILE
STRENGTH OF 2,300 PSI.
4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE DIAMETER OF THE
STEEL MEMBER BEING INSTALLED.
5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO INSTALLATION OF EPDXY.
HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS LAITANCE, DUST, DIRT, AND OIL.
6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE MANUFACTURER
FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE YEARS EXPERIENCE IN THE VARIOUS
TYPES OF EPDXY RELATED WORK REQUIRED IN THIS PROJECT. A NOTARIZED CERTIFICATION FROM THE
MANUFACTURER ATTESTING TO THE TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH
THE PROPOSAL TO DO THE WORK.
0
fn:%WALL FILL DETAIL
3/4 = 11-01,
PARTIAL FLOOR PLAN
EXISTING TOP PLATE AND
WALL FRAMING.
EXISTING HEADER
FILL OPENINGS WITH 2X4
NO.2 SPF STUDS AT 16" O.C.
FASTEN TO
HEADER/FRAMING ABOVE
AND BOTTOM PLATE BELOW
WITH (4) 10d TOE -NAILS.
WHERE DOORS/WINDOWS
EXIST, USE 2X4 BUCK.
FASTEN EACH END WITH (4)
10d TOE -NAILS.
2X4 PT NO.2 SYP BOTTOM
PLATE. FASTEN TO EXISTING
SLAB WITH 1/4" TAPCONS AT
6" O.C.
TOP PLATE TO HEADER:
SSP OR SDWC15600 AT 16"
O.C.
EXISTING TOP PLATE TO
- ------ REMAIN.
i
i
OPENING BUCKS AS NEEDED,
FASTEN AT ENDS WITH (3) 10d
f�
TOE -NAILS.
i
i
i
i
CRIPPLES/KING TO BOTTOM
PLATE WITH SSP OR
SDWC 15450.
1/2"X6" TITEN HD SCREWS NO
�- FURTHER THAN 3" AWAY
FROM CRIPPLE STUDS.
i
D EXISTING FOOTING TO
D p> REMAIN
p
p
D p
HEADER FRAMING DETAIL
3/4" = 1'-0" OFFICE
ISP#
DATE_/ of / �2 V
SIGNED m ,
N 111
M
0
o Ir
z
¢
z
w
a� �
.Q g
z O O
0
0 °- Ow z
Lu
0(L
U) Lu O
o co o
U
KING STUDS TO TOP AND
T
BOTTOM PLATE WITH SSP OR
J
�
SDWC15600.
N C7
NEW HEADER. SEE PLAN FOR
(�
W
J
NZ
Ld_
SIZE, KINGS AND CRIPPLES.
Q
W
z
W
O
m
00
CRIPPLES TO HEADER:
m
MSTA18 WITH (6) 10d IN
Q
HEADER, (8) 10d IN CRIPPLE
i
i
OPENING BUCKS AS NEEDED,
FASTEN AT ENDS WITH (3) 10d
f�
TOE -NAILS.
i
i
i
i
CRIPPLES/KING TO BOTTOM
PLATE WITH SSP OR
SDWC 15450.
1/2"X6" TITEN HD SCREWS NO
�- FURTHER THAN 3" AWAY
FROM CRIPPLE STUDS.
i
D EXISTING FOOTING TO
D p> REMAIN
p
p
D p
HEADER FRAMING DETAIL
3/4" = 1'-0" OFFICE
ISP#
DATE_/ of / �2 V
SIGNED m ,
N 111
M
0
o Ir
z
¢
z
w
a� �
.Q g
z O O
0
0 °- Ow z
Lu
0(L
U) Lu O
o co o
U
0
T
0
N
o
N
J
�
W
U
N C7
M
(�
W
J
NZ
Ld_
W
W
z
Q
Q
W
z
W
O
m
00
_
U
Q
m
Z
J
i
Q
m
�
Q
J
(n
CO
c
0
Sheet No.
S1.01
0
T
0
N
o
N
C7.a
C7
N C7
M
>
R 0
>
Wo
O. U'O
N
z
O
0
Q
J
Sheet No.
S1.01
0
00 C\l
CNM
��\
VJ
z
Lf) N
WQ
0
z
<
U)
z
J
J
J
a-
Q
c
0
O O
of
W
-
W
z
75;
W
Q
(D
Of
LL
m
Sheet No.
S1.01
U
c
00 C\l
CNM
Lf) N
w¢
(L U
cc m
'0_0
c
0
O O
U
Li- LL
m
U
m
N
U M
5i
c
W
v
axi
m a
in m o
Q
o
f
a
fh .0 W
N
U) 0
N
OU
U
O Y
It
0
rn
MM
WAYNF C9
.• •• ( IF/ ••••.•
,
'pj
��
N
8
;70=
_*•
•*-
:• E
; •
Q11PIFF
08
Sheet No.
S1.01