Plans 444 Osprey Key Addition Gen�Yral Notes EI.EC'TRICAL NOTES
I General notes apple to all draw=ings and specifications Corrractor&hal]familiarize with the drawingsand- fj g
We ;:;ertify to the best of our knowledge and belief that the design of th, tit veil existing site utnditions
pro; et complies with the applicable provisions and requirements oaf F:miee installatiottshalt be performed in a first-class workman like anrur and shall
the lttrida Accessibility Code for Building Construction, Florida bt �,^ conformto NFC and ail local codes and ordinances.
code 20134 edition of the ADA Guidelines New Bedroom— , Bath Closet
The completed system shall be ful]y operational all rroric shall be coordinated with oilier
The Contractorshallverify all dimensions and conditions in the field trades in order to avoid interference
If f cfiimens octal errur,vanances and or conflicts exist or conditions e Addition for
encr�ntered that are not covered in the drawrtitgs, the Contractor sna ' Conduit shall be concealed whime possible,where ehzpo od.run in straight tines parallel THiS DOCUMENT IS AN
mics', the Des.gn Fi"n ir, writing before commencing that portion o.'tri stork and/cK perpendicular toboiidmg construction.
INSTRUMENT OF SERVICE,
'i',e ''ontractor shaii s.:t�rvtse anti direct tale �+i)rk using his test tt 111 3r1d Conduits installed in uea,atbjri3 to tttcrtiariieal iciest![x n
da.tit„ge +d Ral.anirad,of Mr. and Mrs . Jack WheelerattCratlan The(:ontractor s'.•lall tx sole:y resPertsible fur all cranstr;�i:t.c'.� imertrsidate metal type I•Sint►luirn conduit tdhc •�•tt Ltiei/I"diestradeAND IS THE PROPERTY OF
a�,iex ?nstailatstsn means,methods,techrtrgt;es,sequences and LOR AZO DESIGNS INC.ANY USE
1' rc ible for coixdinein,a;; Receptacle-and switches shaft be the type as shaw,r {!tie drawings and shat]he Two RODS THE pi•oGcdures clic or site aha also be s�utis sr spetxficaiitu{grade ii
poitr�ts of the work under the contract 444 O Key � � y�!dimmum branch win sore shalt be#1 w AtVG co for txaurtrnl and si Mi& �l,x to WRITTEN PERMISSION OF THE
4 All ,a,ork slsa,li be executed€n.a neat workmanlike mAnnei, t Pyr except ?� loth st
cucarits,trtsulairon ttntuxx)stirdl be{tie type 77tH'\p'('}3tiV sues retz{hrcx:gil t�t-►^l°i°• ' �_�:ounery Ctub t.n ABOVE MENTIONED PARTIES
acc�bte to Late Uwe?et ikG sins 64 thscxr S(Ki KCAIL.shall i e type TiHW.or T11w at tate cwractrm < o
Atlantic BeachFlorida, . Stinksid. r ,SwatISSTRICTLY PROHIBITED.
option All wire or cable imta&d exterior o£the bw&W.&batt be type TtM a 9 J tri 3F t 1fn 5f r, O COPYRIGHT X006
5 }r q.Cit work tha: :s not specs'ea trdakated is rcqut.rr 4o corn piete tare THWN at the contractorsoption
p.o rt t s dcscnptron sus,* be submitted to theDesigni Finn tit wrrittr, n r ,3fn St,
juin fig the bid phase All such re.qu;red work whether oesur b td or rant hhnimurn extort boxes shall be 04 trade,unicca oth•,.,ise specified
,hyi then be provided using the best,materials WO workmanship at no 32233
.
add,itiona;cost'o the Owner Graindin aliall a width requirements of kicxl ! 13th ;t a
R. titsperunn aaihtxtty A ground weir= CLIENT.
shalt rim with evert c cstti do nut use conduit for y>rcusrxlirtg syytem m
+ Thr w87ritttties acts?gltatantCts Frc}v4dect:n cite itJt?Sir l t;3t'. i}<<rr er!-, 1 tib St v
s All materials used shall he new and bear the w1 latx:,v Dann•r Rd Mr. and Mrs. Jack Wheele
,ha;; t)e in addition ices any w.arram, shall guaranty or^:mea±± not re.D•, and be of the setva ` ,^tn 5t 4 t
y -3r by tate constr'ut!,or..documents standard Comracfors sh4l etchide all tnisccllan-um iterns required tocornpliete the °aitficti Di. �aAat C.,
444 Osprey Key.
Amb•rJavk In lith,t Atlantic Beach, Florida.
wc,rl Cexaractear stiatl-rbtaitrs and pay for all per+nit{s and roagtiired inspection fees
yn+ass specie-0caCly noted; tfte Contract shalt prov`sue and pa} ioz at Install all u,xiltazti ,rt next as required£cr Wind (_old Note
� Atlantic Rd a _ E
iabCsc nt3.erkalS equipment,construction machinery, transportation, in._ �' "� �" Mhesuppcxic�trie,�ctaridttN fixture -. � � �ti�',tl: �?�ach ?233
devices equiptmesrt,ac .AM strtpmurw iced fox'Witas ahnve a suspended shaii be frtntt plaza e ' v v � ,
other fac}iities of setxtces rcccssary far executlort and cortr9te*. ^ of building stru xurr memfirri"cxtty Provide idemifticah m tands for all panel bcwds,fen Cod**: F"orids f3tuiiding Code 2004 and ASCE-7.02 �
o 8th St
3.
the i#ork lighting&power.safetl switches,time switchM A .tidier cwrtrtt!dev+rrs �Raer,n D. y o Tth ,t
Arc sstbtli y shall he provt+ied i a<cor irtee N`ttit Chapter 'l ls}t�; BBsic Wind Sped: 120 mph(Wind-Borns" Debris Zone) . `
v n 3 6th,t
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~X*florida h�F i�-�gcode PLUMBING NOTES =
Factor: 1 - 1.0 Building Category, 11 �una,e<D,
a ,q-rt;i.•..cessible route of travel steal be provided to al porllio: Wind importance Q g ry. • 5v.
Dut9 ing and between the building and the public(set chapter 1' !-i 8C'0(4) The contractor shall Wraliaritre.itself with the constm t
afh,t
reaeondowrntrtts and aha.►verify Wind Exposure C Tilton Ra byt a. sr
existing site condition
10.The Contractor and his subcontractors acknowledge they have reviewed the o ° a. Std O 1 T
plans,specifications and visited the site prior to t)tdding,and starting any work The work shall comform to all Federal, state&�l codes and Mdinit1Ce, Enclosuro; Partilaliy Enclosed Building ,rn O ` PROJECT:t
The completed systems shall be fulh•operatiorial 0 nDO�ncOQo R ado s'4 C2t1Dd NXWTEQ
11 The,Contractor agrees to supervise and perform the work to accordance
w Kh•good construction practices and standards and shall not proceed or Ali wort shalt be coordinated with other trades to a., Internal Presau''e Coefficient GCpi +.55 or -.55 r` /-� Bedroom, Bath and
perfcr[Tn work in a manner contra to the contract documents or the nt imfor one
ye All ` ?',
contrary material,workmanship and equipttnmt shall be guuM{,{�for ecu year after >- 5
Ot„n.ers directives mem has�„a�eo by cbe�,ei Wind Pressure .O Windows/Doors Closet addition
l The Contractor shall at all times adequately staff the job with skilled Lb not scalcdrawtnes,ace Architectural drawings fa;
worK.inan,laborers and the proper equipment to compiete their work 8 exact location of oxtuiptnxnt End Zone z6' y� c
Plumbing contractor shall ftintavrt a current set OfPkinibing drawings at the project site Locator Map .L 1.t.,,,7.
13 The Contractor shall be responsible for obtaining and paying for all permit, to be used for consttvction review and fu Zone � Q .tNirtd €trey gf�_ {cjAds(psf.
�rOa!'ess, twr+e"as-butlts" All tna.-les end
inspection fees, impact fees(dost,stream Pollution fees), and testing revisions"I be made whirl red it or and
requr ed for completion of the work P PQ' idiall tx legible and accurate Submit
drawings to tax arctntect at the completion of work Po5ltive SuCtiOn
Interior 10 +41.0 -43.5
14 The Contractor warrants that all materials supplied'"or Contractor shalt be respcnsible for their own clean u,r ,ring ccrosuuction
equi pment;supplied be new unless otherwise.specified and all work shall 20 +39.5 -42'2
be s,. .xdard quality, free from fault and defe�ts, in keeping with ntanu'acnu•er< All materials shall be received at the worksite in the a laitufacxurer's original and unopened 50 +37.7 -40.4
spec packaging with the man ifalaure'rs tags and labels inr� My material brokers err
100 +36.3 38,9 Ind ", of Drawin s CONSULTING
damaged shall be replaced with the new material End Zone 10 +41.0 -51.$
15 The ontractor and subcon'ractors shall be reponsibie it tieep the job site
free >'accumualted waste b} using the Contractor;suppler;,'..mpster on.a da. sar.tar�`waste and vezu nipiag above grade shall be ehedt,,e 4t,pvc solvetri welded zo + s.5 4s.$ -l . ... Site plan, locator map, wind zone map,
ENGINEER:
50 x`37.7 -45.1
basis fittins Cold and hen water piping shall be schedule 410 pvc with trtatrlfing aotvent welded applicable codes, general structural notes,
fitttrigs 100 +36.3 -42.2
h The ontractor agrees that all work materials and/or equipment Shad be Uietectrrc unions aba0 be used at all joints of dtssimi4ar metal and water piping materials
uplift connector schedule, wind load notes, lice J•- �:tigineerti�g, Inc.
cons ructed or installed in eortt'ormtty with all manufacturers r 10381 C pTeS$ Lake Dr,
Spec ';cations and recommendations,complying with all federa!,sta,.t, ,it} and cuun Plumbing fixtutres shalt be as scheduled oft drawing& Pro"de corrtrtil stop valves in each
GENERAL S tRUCTURAL NOTES genera notes, electrlcal�plumbing notes. -
but ': ^d codes and ordiances wpply to each fixttue. The finish of 5nings,aceesor,�c and supplies exposed to view tthail
"s� -�...... Existing floor plan new floor plan Jackson,. tlle, Florida
-r R ;,ontractor or supplier of materials of building components sha11 be be chromr-plated ' ' 3215o
r .�nstblc to field YCIifV 811 neaSLLrtneniS rio to startin an work-or 1. Codes: Fig'•''Ida Building Code 2004, American Concrete Institute, American foundation tan, }�' ;cal wall section root` 3
e',: p F g } p typical
urc;,ertng any materials even if the Design Firm or Owner has approved shop Piping layout,` 'pa"° s l;'>wt>ao present a"w�. } 'ppwr°nes institute cif Timber Construction and American Welding Society P.F 1 .?fi
drawtn f6 stun piping parallel to s of Structure,unless other-mac indicred
tftjnere is any discrepancy in the measurements, it snail be the responsibll!r. taming plan, exterior elevations, slab detail, Phone- ( 4� l -
?entettaaions provide duoriii ted ust brats p�,���,.,,�,
ofr�r,e Contractor to notify the Design Firm t+ta a�lable etcutchet,{t ptatrs at etrpoa«l 2. Live Load" l .�� ndatlon detail,. nailing patterns.
tpipeperseipt�throudtrwila,pannion,ceslutgsoi 11Cx,r Roof 20 psf �1 �• ., 5" t'ilac+ k�.��2r.•Atla1 »
18 The'Contractor agrees Haat ail time hm,.ts in this Contract are of the
es¢ence
3. Wind Load's:
19 Th,!: Contractor agrees to promptly make good, witi.aut cost to the Owner See �rVind Load Notes
any and al', defects due to workmanship and/or materials which IAP SHO�II N SURVEY �F
ma?appear within a period of one(I)year from the date o: _ p..
subtatantial completion and acceptance of the project by the Ownc, or `>oll Bearing 2500 psf - C "' r
4 Allowable g _ � _.�
for such period of time as the Contract documents may establish -
,:� provided that it !s not less than one(1)yearSri
5 Soil Com
�+Ct10n' _,� . .- '4. �s-� .SRC', - Ego
r I.,AZO
20 The Contractor agrees that as an additional condition precedent to his Soil un,
Siah on grade and foundation Shall be compacted t0 95%
,y recd.pt of final payment, he shall deliver to the Owner any and all written
gua'antees as required by tate contract documents modified proctor max. dry density (ASTM D-1557). DESIGNS INC,
Material Information
1 21 The Contractor agrees to comply with all OSHA regulations that apps, to ^^-�^�^ 6. Materials:
the safety of their men and the operation of their equipment and tools �7n S. ; RD. �-hltF.I.
i ;'he Contractor agrees all employees shall be required to dress praperlg COnCft tel Normal weight-28 days) 3000 psi
JACKSONVILLE
alor�i8 with wearing proper work boots,,hard hats and all other Roofing ( Material shall meet the requirements of chapter 15, Reinforcing Bar ASTM A615, Gr 60 BEACH,
soft{}equipment required by OSHA.. Florida Building Code
Welded Wire Fabric ASTM A185 FLORIDA 32250
-`- Hollow Load Bearing CMU ASTM C90, Gr N-I t--�,1-
•= rhe Contractor shall not violate any provision of the Occupational Sa€ety t �%^+�'�' TEL 1904)"2-7281
j and Health Act of 1970(OSJ-lA) including all regulations adopted by its Anchor Bolts ASTM A307 or A36
.cr �-.. arc c. c .cn
enfivrcement by the United States Department of Labor pertaining to the Roof Underlayment- ASTM D226 Type 1 Welds
� AWS E70 or E60 � 1 �wlun.(ri�,l • m
-- conotruction industry
Wood n',r9ember for Beams & Posts #2 SYP ��,
' Roof Flashing- Gauge Material - -'
for Studs #2 SPF or better �' S `o �
SHEET CONTENT:
Drip 26 Gauge Cap 26 Gauge -gym 1 9E
f41icroH�
Rake 26 Gauge Valley 26 Gauge
c*i
Roof Nlaterial- Fiberglass Shingles as per 1507.3,
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Florida Building Code.
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Fastening- 121 Gauge 3l$" Head 11/4" long Roofing Nails 1AI>~1Po�'t�-t';
Type of Construction
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r Existing Residence Type V Construction �" r
���t 5 FINAL REVISION
L'nprotectedi Unsprinklered � ;, ��t, , a L ��,;. :�._�� _ .� '
RELEASE DATE
Applicable Codes ;`� } ;1 t .t�� a
UPLIFT CONNECTOR SCHEDULE . . �`� , �` '' � . , �I � As Shown
1
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r Florida Building Code 2004 �tcve Lazo
=� Florida Residential Code 2004 Y 4 ,, ��
EXTERIOR LOAD BEARING WALLS _ _
�' �' E IC�Pd: Steve Lazo
Florida Fire Prevention Code 2004 ` 1• {' - - _ `' ' '
to Studs
1 SPH4 a� 32" o '� _f�
Plate
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-� Florida Accessibility Code for Building
a Studs to Bottom Sill Plate 1-SPH4 @ 32" o.c.
Botto'll Sill Plate to Foundation 1/2" dia. anchor bolt w/ Construction ( chapter 11 Florida Building
a l'V. : 5115-06
2"x2"x1/8" plate washer Code 2004j
24" o.c. r _ G
@ 'rational Electrical Code 2004 � I 'K'� r 1�F. ?t)oEy
-' Head 'r to 3'-0" Jack Studs 1-MSTA24 each side Florida Plumbing Code 2004
R Header 3'-0" to 6 -0" Jack Studs 2-MSTA24 each side Florida Mechanical Code 2004
HeadE"r 6'-0" to 9'-0" Jack Studs 2-MSTA24 each side _ � t
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The tcrminauon of the stucco it the base of a wood vructwc shall be per ASTM C-926 A2.2.2. A 4riP geed ;C �t <.
.
lns:eiied Per ASTM Standard 1063-03. See below: 0$
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( i THIS DOCUMENT IS AN
INSTRUMENT OF SERVICE.
AND IS THE PROPERTY OF
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LAZO DLSIGNS INC. ANY USE
OR REPRODUCTIONS
WITHOUT THE EXPRESS
WRITTEN PERMISSION OF TH i
Please cote the PC,sitioa of the OSB. Itis raised off the cor>xMU and aligned with the face of the fota�datioaL Care must ABOVE MENTIONED PARTIES
be taken to cow foundation walls straight and tw, In areas wham the bosom of the OSB is cq*sefd it clW1 be AA STRICTLY PROHIBITED.
cxtmc,:Waic or othcrwise prL)tocted as aPProved by the Building Official, BOAF Informal intuprctatuon Nuutba
' 2656,att3cbod,may be used by the IItLldirg Official for guidance as to the intent of the Florida Building C;-ode. O COPYR IGHT 2006
I ACCcrit strips should be mstalled over Ute bw%km cast or the substrate. If installod over the subwate Itt gnus, tuvc
j ladh and corw beads.
_STUCCO Fi_AShfNG DETAIL CLIENT:
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PROJECT:
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ENGINEER:
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Lee J. Engineering, Inc
10381 Cypress Lake Dr.
Jacksonville, Florida 32256
P.E. 31276
Phone: (904) 519- 1934
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WOOD
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OPEN ToQFJEAT ROOM DESIGNS INC.
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(VAU TED CE:ILl�Gt 1
4',%'DOV► INc1A'LLAT!DN (METHOD A- GREAT ROOM ! _ 1 -:� _,___
�sAT.iER BAR
PESO!,."" FARRIER (WRg) APPLIED PRTOR ''p THE w,NOOW iNS1AlLAT;J^: i --- i
FLAKING APPLIED OVER TrIE FACE Of TME MOUNTING FLANGE. I 1
420 S. 3 RD. STREET
JACKSON'
? SECTION A JACKSONVILLE
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,, wAl(P'S�•EDuH: rASH+U. G BEDROOM LOff, BEACIi
.J AF7,NS AT I.0 $AS4 0( - l . . ...,.....
I , I l i FLORIDA 32 250
w A;, k WlF,RKINC TOWAFOs ' RETREAT
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t..r FACE or THE SEALANT SCA ;VAULTED CEILING'? 1 " PANTRY
,(A; a�C BEHIND �Dl,k t kc l r = '. , ;( !
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fRPLY SILL L sH ._ea' ' ; L —1—+-KlTCtfEI`�
ts'P,Y BC AC Or SE AL AHI { � � ''�►• I
RT SACK 0f VANDOM I �p ". .-..__ ._ _...,....»
t,ANCE k Sr ww"W u9Nc 1 I
E�S,'?`"I F,.,3 fr l _.�...I � f {
vAN HEAD SC*CWS TO SEN. THE M#4ocw rRAu( t0 yp
AcILITATC INSPECTION I OPCNH.0 APPLY A J/t. NCa+ 1Vtr�(3GkJ wtr t
t III j SHEE"I' CONTENT 1
�L SCAO Cr CEALAk�AT i �DMETO Tr( BACKS+G( / t �XX
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`II� I `f INING ROO'`I �! I ! � �.rt:• ice, �:r�+. >`!t�t t ,
AWES EAt ND It 112 lr+T RI A} or T"( ENDO«
r AuB /I ASHwC i LANGE i. (INE MIN ANY I' `. I .
c. so wpm ximmm.4-4-
BCAD Ci( SEALANT PRC-PUNCr<D HC"(S CA SLCTS
.. � MASTER SUITE
1' --�'x .-�a►• __ ;`
"PLT HEAD FLASHING + I rIAS^e C .,
L SE AL AN T a C AD B(TwE E r
(FAULTED CEILI�G)
OJAMB FLASHING FLAHQNG AND M01JN"NC ----► i I
�- APP(, C74T SEK TO THE MCOUN71NG I I UP
FLANGES AT THE TCP (HERO) AND
SIDES (jAW8S) CIF VANDOW EXTEND k
-.T PRCVIOUSLT APPUCE, 't SEALANT AT JAMBS E 1/2.- ABOK
A.L.CJWNG 1M�E! 10 lAT I I tHf PO Al H[Ap EMBED JAuB -
NEw S E�THING NAPE FLASN,NC INTO SCALANT AND — --- F -
IASt(N IN P:ACC tFIASHNG �; L t; FOYER
,.A, Cc' - SCE (_'�_GOES OAR SCALANT;
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j / I E X TE NDS t BE TOwG
JAMB FIASMNC -. / •Tl
OHEAO FLASHING �- - - LA +
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ti II Cr18E0 BOTTOM OF lr;•. 1
KCAD FLASNNC ACAAh t BATH I _
TKE PRtMOUSI. APP,CO i
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'C /SEAIAN' xR OvER SEALAHp E .NDN(AD rLASr BEYON D `-"' i@1I��11rtsiI��llfl I - -
1 ; I EACH JAYS FLASHING �'` r
FASTEN IN KACL r - r
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BEDROOM I I —
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FINAL REVISION
FLASHiNv ' � � A i 1
RELEASE DATE
(NIC k'v JA48 rlAytwG
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A VG'JE ROUGH / jl BUILD(. G ''ICE
f, 113 IL AT Ht AD ; / �— CITY OF ,-LAK-IC BEACH
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! SCALE A5I10TED
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j SH14 AND AOJUSI wftWW 10 ACHIEVE SWARE \ . 2nd 1'LOOf\
PLUMS. AND LEAL, COND1110H vSE COFMO'.IDN
I yJ P(SI>TAN1 rA$TENCRS FASTEN WNDOW: PER CL+ I
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LD_F51GI`]: LAZO
I 11 WEATHER RESISTANT
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BARRIER (WRB) I 1 st >'LOC
rti: III/ ( CATS:
AT A �7 CxLRCE ANGLE. CAPUUut CUT 1HE j IS
BARRIER ON A DIACONAL UNTCT RMSC THE ,
—�
TOP EDGE OF THE BARRIER uP AND 'APE Im( .a
TC,P CORNERS AND CENTER TQ IN( (XIEP,OR H
LiOB 110. �
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INTERIOR vlEw
TOP LEFT CORNER Or MANOOW
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;AIA r, -'e' r)` THIS DOCUMENT IS AN
INSTRUMENT OF SERVICE
1N D IS THE PROPERTY OF
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I 1-AZO DESIGNS INC. ANY USE
►,!�:V �3 ? .` + 1 •+'" i f 3 _ _ r•_, OR REPRODUCTIONS
2.. ' >u'" E. P , '„_sem 4► -- WITHOUT THE EXPRESS
.a ... , WRITTEN PERMISSION OF THE
Im`.w^ '..A`7';s �, r�t i..{,y<aG,�..
ABOVE MENTIONED PARTIES
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1S STRICTI Y PROHIBITED.
_:.__ _._. _ - . . _ -___ __ _ � . •� ..,,....._ __.__ ” __ __.__._ _..- .- - _. COPYRIGHT 2006
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_ Mr. and Mrs. Jack Wheele
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�4_IM 02Atlantic Bea h, Florida.
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P'ROJEC'T:
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liedroorliMath and
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xtr additioll
Rear Elevation (north) 1 /4" Side Elevatil�n ( EAST ) 1 /4" x c TEM � Front Elevation (south) 1 /4" Y
ry
t tllDtT�>v ;A• it2 ► #rA6 m• �,. A^i - -
> Fasteners A.:t.a.ro,enstsat,s3t A'.. a e e.san txt,t: .
A.G DF/5F ^Loa s SPr 7s a S,; .,
- 24` !A '. ', s>s 6046 lTeu.1 in A.e+x_.
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' � r � 0 01 f "" """" ',.', ?:; Y N CC. 1ot13',' HGA10t2'G't?S, aFz . �ONSULTINCI.'- .�'� � :_ ,.� .�n ,1r.` _..f ri ><C'.a r',�4J vl.L. r'„Z P 3An "GAI1ayeANI) $TE MWALL SEE �L 'l,A�v.�;att to - _ f F> ENC_,INEERDoonle to,v Plates 780 Ibs, OF/SP ` �'-3�r�c it � '" ." ? ,*- i p)c 41' `.A4 PL "C .4U`Y: '�.T; tX1�•? "qtr' t•I,e•,T1PYv yf4 �} tass Ibs, SPFf?iFRte: -�t,w a( . A ;;rrz c.,=t .. ,;,_c , _ Lee 1. Engineering, Inc
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54
PER �An I Cp.iG 5t \���x ec rical wiring t be in accordance with '041UEC. Provide
TN /4 t' eN<�r.l c, �•� ! rJ '`w I`� �`�"4 `"' ' t'''I`' arc-fault circuit interru tern in all bedrooms per article 210-12" �� ' ----
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