Plans 329 Sherry Dr 2011 sunporch 1,3. 11110 VVI 1U O-VLVI 011911 OVFw,
tLASHING
- ible for all constructibn and/or installation 0 JA1,18 Wng=nM EXPRESS
.0 -LY CONT
The contractor shall be,sol, ly respons 'APF SCAL TO INC"CXJNTING
MAO AND
urel, PERBUSSM OF TIM
means, methods.,techniques, sequences.a
�APPUCO .0 Soil Compaction:
DREUOYE PRCM(XJSLV� SEALANT'AT 12;1 =
all pprtions-of the work underthe,contract. -S1001 I AV 1 AMBS Il.s, I J., 5. ABOVE MMONED PARTIES
AP A"O""c 'VAS:A A
onsiOle for-coordi nd 9 Mrs . Paul Metler
nd proced s. He'or she sh$llalso be
a. n 6)(",OS"EA0 F 010 ANT AND
3 rep, P Soil under slab on grade and foundation sh;tl be compacted to 95% Mr. ai
APPLY NEW SMEA1 !G]APE FAST(",IN PLAC LASHING mnw.
31" MUMMY
OVER DIAGONAA.CV SEE OOES QVER�SEA,LAW
modified proctor max. dry density (ASTM D 557).
4. All work-shall be expcuted'in a neat workmanlike manner, which is acceptable
SECURE-WRB-
to the Owner. &T HEAV. COPYRIGIff 2011
Q
329 Sherry Drive
6 0146wwdn�thviif
FLASHING Ai HEd dky6j
a-description shall be submitted to the Design Firm in-writing during the bi&phase. EXTENDS V BEYOND Concrefe(Niormal'wc
JAMS.FLASHING..
All such,reqtjired'wdrk whether described or not shall then be provid
OHEAD 'FLASHING A185
ed using the best Reinforcing Bar M A615, Gr 60 Atlantic�,� Beach , Fla , 32233 ��LMNT:
materials and workmanship at no additional cost to the Owner. Welded Wire Fabric _F .w I
MIS
THE PREMOUSLY Ar;P, Anchor Bolts A307 or A36 +
S%LAN' 'L 4 -*Aiwwy 912.
ion documents shall be in 0 t SEANN N
X.�Hyxlf D
P.. The warranties and gyarbintees provided in the construct.. SE ANT 0 FLASH BEYOND Wood Member for Beams & Posts P
e H JAMB rLASHINQ
addition toany warrant, shall guaranty or remedy requi6d.by law or by th ....... rRITEN im PLACE.
for Studs F or better
constructions-documents. 3��-zz�Ao
Ilam
Micro
'Unless sp6cifically noted,the Contractor,shall provide.andpay for all labor, materials,
equipm d 't1*4611cilifies Qr services
ent, construction machineryl transportation, an o .
SHING AC
pletion of the work. FLA
necessary for execution apd com ENTCHO JAMB FLA
I RLAP SILL
rtpAto"ViEHIC. EXTEND
Accessibility shalf be provided in accordance with Chapter I I of the 2009 Florida JAMB F=G a I
ABOVE
OPEnC
TL'C 0�1 HEAD.
Buiding Code. or SE.ALANY
A L P Index of rawings
THE
9. An accessible route of travel shall be �rovided to all portions of.the building and HEAD. SEE DIACRAU. PROJEC
between the building and the public(see chapter 11 FL.BC 2009)
A�,ONDDLI TO CKE VE SOUAPE,
"IEL=1110--'USE MOSCIN
rAs4H Wirm YoNc -1 Si plan, site location map, wind
A
10. The Contractor.and his subcontractors acknowlegde they have.reviewed the plans 0 FAC.ItR R
- nd visited the site prior to bidding, and starting the work.
specifications a zo e map, wind load notes, general
,KWA*- 'j'RESSTANT
J ctur
11. The Contractor agrees to supervise and perform the work.in accordance with good E st 1 al notes, window installation
C"'
AT A J,%g0ftj AM A t)LY
W L :.SC A
work in a tr:NCL(.
construction practices and standards and shall not proceed or perform W040.vo .6 TAPE THE
CXWYOR
de ils, general notes, material
Manner contrary to the contract documents or the Owners, directives.
INTERIOR VIEW
.12. The Contractor shall at all times.adequately staff the job with skilled workman, TOP'LEFT. CORNER OF.WINOOW i n rmation, applcable codes.
I aborers and the proper equipment to complete'wheir.Work.
4
4F
The Contractor shallr be Fes r all permits inspection A-2 Flci
popsible for obtaining and paying fo -Dr plan, foundation plan, roof plan,
fees, impact fees(down stream pollutio.n fpps), and testing required for completion CONSULTING
ofthe work. framing plan, typical wall section,
ro ENGINEER:
naling patterns, section /detail, detail,
,4_T
he Contrw or warrants.that all materials supplied/or equipment, supplied be new
an
unless oftrwis6 tpacii d all woik:shall be standard.quality,free from fault Ind h der details, elevations.
-and defoot jnkempirq.with manufacturers spepifiq*1011P.
h' Of des: 0166ft Building Code 2007 w/2009 Supplements and ASCE-7-05
15. The Contractor and subcontractors shall be to-kespit,eid 11
ul
y basis,
ra d dumpsteren the Oag
accUrnualtid*as plie
�s sup
sing the Cont ctor
one)
Win
sic .0 Speed: 120 mph Mind Borne Debris Z UEJ.
ment shall-be constructed
rees that all Wo*m
@terials.and/or equip
10.T contractor ag
.4e i_,4nd recommendations,
&,'-,installed in 4661hrmity with all manufacturers specifi*&i JAE Y.LEE P.L
Ing Category: 11
all federal, state, city and county building cpdowand ordinances.. nd Importance Factor: 1 1.0 Build 10361 cypM9 Lame D#^
complying with isdwowAlk FL UM
-619-1934
n
,qnts shall be responsible to
Ph 004
TT.The Contractor or supplier of.material§of 09ilding compo nd Exposure: C Cal 904-�I$
any work or ordering any materials even
field verify all measurments prior to starting 6. If there is any discrepancy 4, (4 F=r--IZ
if,th as approved shop,drawft
,p Qes
r) Firm or Owner h
11104
Design Firm.
-.18 S work
s that all time limits in this contract are of the.essence. �6rnal Pressure Coefficient GCpi 18 or
18, The Contractor agree
promptly make good, and without cost to the Owner any Ind Pressure to Components I Claddings
19. The Contractor agrees to Remove existing alum. screen sun porch
and all defects due toworkmanship and/or materials which may appear within a
period of one(I)year from the date of substanial completion and acceptance of the End Zone =6' on existing slab w/ footers. Add 4" conc. L 12!-40
t documents may establish loon
project by the Owner, or for such period of time asthe Pontrar Noon
w000 LJkz0
provided,that it is not less than one(1)year. Zone Effective wind area(sf) Wind loads(psf) slab on top of existing to bring the floor ones P7f%
DESIGNS INC.
20 The Contractor agrees that as an additional 6orfdition propedent to his receipt of final level to existing f.f. Built a new sun porch
itten guarantees as required by Positive Suction
payment, he shall deliver to the Own,erany and all wr lans.
Interior Zone -34.0 as per p
the contract documents. 10 +31.3 -----------
20 +29.9 -32.5 AA260013%
21,The Contractor agrees to comply with all OSHA Regulations that apply to the safety of
The Contractor agrees all 50 +28.1 -30.7
their men.and the operation of their equipment and tools 100 +26.6 -29.3
employees shall be required to dress properly along with wearing proper work boots, 14M Me IsIlmd Dr.
required by OSHA. 4 500 +&4 -26.0
hard hats, and all other,safety equipment Jacksonvillie FL.32224
End Zone 10 +31.3 -42.0
TEL Me 343.2=
u fety -39.2
22.The Contractor shall not violate any provision of the Occ, pational Sa and Health 20 +29.9
Apt or 1970 (OSHA)includin 50 +28.1 -35.5
g all regulations adopted by,its enforcement by the,
N�,
Y
!4'11 'j-., IkEilj,
6 14th St Rd,; l.".
C=
x"
1XV
OLMIRT rnN[TP_MT
J,
-25.8
wa,
I., W
+23.4
500 le
x, . -_t r�'R' &
f Labor pertaining to the construction.in ustry. 'I',
United States Department o 100 t26.6 -32.5
N4_11,�vt,,W
11" T
LAJ
Material Informatio' n
th�!A
',�'Jac
kson Rd..
4
I.J
rdella Rd
Roofing Material shall meet the requirements of chapter.1.5,
& LAWN
onnerRd , J
-ASCE-7-05
Florida Building Code 2007 w/2000 Supplements and
7
0!",
:.-Amb R
ack�Lq
.Roof Underlayment- ASTM D226 Type.1
Bonita Rd
Roof Flasfiing Gauge Material. OkeS
Piaza�`St
-R BthL5t1
q-�' 611
Cap 26 Gauge
Drip 26 Gauge
dfi6LDr . ._
3
Rake 26 Gauge Yalley 26 Gauge
EJ
� -i i;� -:0�- 4&fto
,,,i��
%
Nv
Roof'Mat6rial- Fiberglass Shingles as per 1507.3, �'Cutfass'Dr`
�3 �1'!110,
1141,
Plorida B*uilding Code 2007 w/ 2009,SupplementS X QZE
0
I mrarrO
Fastening- 12 Gaqe 3/8",HeAd 13/4" long Roofing Nails
+ t
%0J e.''.
qp
Vy
Co
T of nstruction avalla-Ad 4�
y
it.st
FINAL REVISION
sidence Type V Constr.uc6cin DATE
Exi'sn'ng lie
Unprotected/Unsprinkleredt
�Lernon- St 5:
----------
orbn9e�
Z,
RROJECT SPOW t
0
LG-CATIOHL
A
EPLICA15LE CODE 0
k t;A
COPYRMHT2011
CLWM:
M_
pot
-rem-
_tef
PROJECT:
op
-.19 4
1/2" CDX ' lywood-sheathing,'fas n'
w/8d rin
.9 shank nails @ 4" oc�-;6clges
and &' o.c. field.
77 k CONSUILMNO
Fc*wo r-a-T V
ENGWEER:
10 W- t[C)t ..t LtVATO�
de-_ a
VAA-6 144A
too
A
JAE Y.LE PA
-9
lowl Cwm Law W^
A*mnvft R.&M
Cd 9004-MiS
1).kw �4
-d
1/2" CDX plywoo ---
sheathing, fast�evn
w/8d ring shank nails @ 4" o.c.leoges
and T,ox. field. V
A
cap
0000
0 F7f%
soon
000 LAZO
DESIGNS INC.
AA2M01M
'4C�.0 12W,4p
14%7 Mae 11slmd Dr.
jwkmvm
P\00 rL r .1 NG 4N n.MM
v4
Roor PL
V%Aeb_c*j SIMET CONTIWT:
(4)
ru"
M -4 .1
U
Im-:"yNnito�.4s
11AN A
L4 V,fq;r
?
ST
A
+0 tv
L
R, o4'
Q-fl-t-z,+vn nl�
T*__wwcl 6LAep 00 Irt:Ir"lpf: -A) 6-ai'll IWAL REVMION
DATE
C 4'�W 1#4
V lop
040&N"W
j_
atc
LA
U L