HomeMy WebLinkAbout21-3118City of Zephyrhills
5335 Eighth Street
Zephyrhills, FIL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
owiffimm
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
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 permit required from other governmental
entities such as water management, state agencies or federal agencies.
EEO=
I
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR
Fg"k- MtSWU
X WN
813-780-0020 City of Zophyrhills Permit Application Fax-813-780-002',
Budding Dcpartmei,-
Date Received
1 Phone Contact for Permitting 1 (813) 434-5032
Owner's Narne Topaz Realty Property Management, LLCMOwner Phone I do,,b,, 1(813)426-7360
owner's Address L1 Owner Phone Number
Fee, Simple Titleholder Name Owner Phone Number
Fee Sinucle'l-ftleholder Address 'I Same
JOB ADDRESS
T� C8t 11 Street , ,�pqtrhi(l�, F(:3�35 LOT #
SUBDIVISION PARCEL IDS [ 30
(OSIAINED FROM PROPERTY 1AX NOIFICF)
WORK PROPOSED NEA1 CAN - �IR ADD/ACT 12:11 S!GN DEMOLISH
INS'A[-L REPAIR
PROPOSED USE SF comm R 01 HIT
TYPE OF CONSTRUCTION F,7/ BLOM, FRAME STEEL
I DESCRIPTION OF WORK Internal remodeling for a new floor plan distribution
Ln
Gar
I So FOOTAGE L
1 HEIGHT BUILDING SIZE r2 Bed 2 Bath 1 1 18 FT
W. Vx x X)t x X x x I x x X-Auxw x W- x V, x A X WE W x X-V. F, x x x x X x x 1% X X IL X x Ix it XX WX k x x x X, x 9 X'W x X'X xx x I
o v BAL_DING VAI ION OF T OTAL CONSTRUCTION
!ON
1:1(]Ei ECTRICA;, is 2,500 Ardr' SERVICE ID PROGRESS ENERGY V), R E, C
0 f--',-Uk4[`IING
1( l4,700 7
EZI MECI AMCAL S 7�) 00 (So — cc Ons): ',/A[ JA 1 ON OF MFCi C AMAL INS TAL I AT ION
El GAS F'N RO'QC' SPECIAL,7Y = O��IE-R Wind Mit R o f A7.200
r.
EZI
FINISHED FLOO`F,-EVAIIONS F [ 00D ZONE AREA YE
BUILDER Kniell Construction. Inc -
I CoMpANY
SIGNATURE 'Fr Ck, RRF N
Adcrtess : 1600 RICHLAND STREET. Wesley Chapel, FL 33544 1 --_ . . ...... Muosre�i- -"CG
- - ----------- --- - F"j
COMPANY ELECTRICIAN
SIGNATURE. RUIII:RLn� EL 'a RQLN
F--- - - - --- - --- - - - -- - -,-, — ------ - --
Addmss FIN license v 1
PLUMBER COMPANY INTEGROSERVICES COPR
SIGNATURE_i E[ ('Uy "T
"'I Gv I R, 1" �R
Address 12913 W BURKE ST TAMPA FL 33614 f LicenseCFC1430173
MECHANICAL COMPANY it
SIGNATE A
(J�,IFKi Y,N I M�:'M r,
Address
OTHER COMPANY
SIGNATURE R1 'MF1—D y
-J
AddresS -lce"S& 4-' A
I,F o� -'-S' 0-I'V Gons�r"c ("",
RESIDENTIAL ( %,Iir—um king days after soNn;ito Reouircd onoJe, Ccs'tructior, Pla,s SInmc,,,aier Pla,,s wSlit Fc,co rfsta!led
lay' & d�'mp,ier, S,itf,f�u;k Po,rri: fw soi)dmsio,-,'large piqects
COMMERCIAL At,., (2; oo—Nele _ets of Fllan,,a L-fe Safely Pag,,, (1) set of Energy "onn" R-O-W Pelrvt for new constmcoion
ter, k'O.o,Ki,)gcays afte, Required or -site, Gov strut PIans Stom,wate, r1lans S,T Fence installed.
e
Sav-Aaoy Fac,!i`,e, & I d,,mosw�Sfe tw afli net% A'Icomwer',al
SIGN PERMIT Attai 12� sits " Eng,r( Il[anv
""PROPERTY SN,`"Ly I,), aF NE-Accm,,truction,
Directions:
Fill o-0 appicai:on ,ompletely,
Owner & Cxirra-toi s:cP, cat* of ar,pliuit, r Evre(j
It over $2500, a Notice of Commencement is required. (A/C upgrades over $7500)
Agwnt (T.I lhe Vert ,an'o,, o, Po,—� of Attow, jo, lh�, , wn' 'l '."'Jfa L" so'Tie with rq'tal!yed Wler Pa" authoZI71g 1a11Me
OVER THE COUNTER PERMITFING
Rroofszfshmgios sov"Os Sx"Icc UP,J'acles Footage,
Driveways Not ovo! Cow,to, f o,i porlic ioad,,, rys ncecs R0041
eta 7aa-aa<a City of Zephyrhills Permit Application Fax
BWOinq Irvarta*nt
Data Received Phone Contact for Pe in 4j14-Z)Uj;4
Owner's Name Topaz Realty Property Management, LLC Owner Phone Number (813)426-7360
Owner's Atidi,ess[6�15St;eldonRO Id, Tampa FL33615 Owner Phone, Number
Fee Simple Titleholder Name �aMe Owner Phone Number
Fee Simple Titleholder Address Same
JOB ADDRESS E57 2:2 8 t �hS t r a e t, �ie p ��y�ll I s, F E �33 5 4 2 LOT #
"26,2�=-001EO:��M
SUBMISION PARCEL = =1 _C1130
(06TAIWCD FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTIR AI AO ',-:AGN DEMOLISH
IWTALL REPAIR
PROPOSEDUSE SFR COMM ()TtE`R
TYPE OF CONSTRUCTION BLOCK _,r# ':!�RAME STEEL
modeling for a new floor plan distribution
DESCRIPTION OF WORK Eln t !7m —=Tre
BUIG SIZE I Gar] SQ FOOTAGE HEIGHT 6 FT
2 S�e / 2ft
LDIN
VALUATION OF WrAL CONSTRUCTION
IZVECTIL 2,500 AMP SERVICE PR(-s(,RE-,<*ENERQY W,R,EC,
1-1
Z ) PLUMBINGE4:,7=00
0MFCi-9kNk(X r7 VALUATION OF MECRANICAL IKEITALLATION
_�j,()D =(S�-- Only)
IDGAS
IZI W)OFING E] SPECIAL't Y = OTHER Wind Nt Roof $7,200
FINISFIED FLOCIR ELEVATIONS
FLOOD ZONF AREA [:]YES [aJO
BUILDER
COMPANY Kmell Colistruction, Inc.
SIGNATURE
REOISTERED YIN PEECIrRREN
Address
7600 RICHLAN TREET, Wesley Ch:,:jI. �FL2LS4]4 I ictertse 4 Ec
:G§�5�292O
ELECTRICIAN
compANy 'Electric World Corp,
SIGNATURE
REOISTERW L-Y 1 N FEE CURREN
Address
7 N TH ST, Tampa FL 33610 EC-13005851_____]
PLUMBER
CoMpAlly ffN�TEGRO��ERVIC�ES CO�PR��
SIGNATURE
REGISTERED Y I FEE CURREN YIN
Address
29 3W URKE ST TAMPA FL 33614 Lwense, #
MECHANICAL
COMPANY Electric World Corp.
-rveL-ec�
SIGNATURE
.. ........ .
Address
15708 N 56TFI ST, Tampa FL 33610 Li(,ense# CMC-1250299
OTHER
C044PANY
E;;;;
SIGNATURE
RCGl1-1rfRVD FEE
Address
#
4 "wwwa.(..itae.nsa;
41E, 4,
*v-SX, Xls* '4z A i I
RESIDENTIAL
Attsch C2) Prot Plans; (21) sets of Bviloing Plans; (1) set of EneiV Form; R-04 Permit, it),- nRvj constriction,
Minitnum tort (10) wotkinq days aft( -sr submittal dole, Requirod onslo, CbmtruMion Plans,,-Slormmier Pirim'i W SIP Fetroo in!Ntalkt
Sanitary Facilities &I 0wripster: Slteftrk Permit for subdrvislone WNe pnsjeots .
COMMERCIAL
Afteoh (2)oarnplelo Sets of Building Plans, plus a Life Safety Page; (1) set of Energy Forms R-O-W Permitfor now 0onstruchon,
Minanum ten (10) w4)ikjng days of attbrnittal dare Requiradonsite, Constr1xfion Plan$, $sonn"ter Plarre W$ft Fence install(Ht
Sanitary Facklos & I dumpster, Site Worl< Perm)t for all new projects. All comnemial requirements must meet cornpflanQe
SIGN PERMIT
Attach (2) sal.:, of Engineprod Plarm
""PROPERTY SURVEY required for all NEVV constmettion.
Fill " applicAtion, completely,
(,,W0er& Conbaclorsion
ba(A of notad?od
If aver $2600, a Notice of Commencement Is required, (AIC uplitrades over $7600)
" Agent (far the, rtontraotor) or rovm,)r of Attorney (far the aN,,ner) mold be soar eono with notexi lefter from ownsn authorizing some
OVER THE COUNTER PERMITTING (copy of ocaltrad reqa�ivod)
Rwoofs, if shirQls's Somils Servi(,O UNrades A/0 Fow-es,
Driveways -Nat Over Counter it on r abkI roadways-noods ROW
813-780-0020 City of Zephyrhilis Permit Application Fax-e13-780-0021
, Building Department
NOTICE OF [TEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions' which may be more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractors) sign portions of the "contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid poor
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowners Protection Guide' prepared by the Florda Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the "owner', I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
' jpdicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone W" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone °A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such pen -nit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned.
OWNER OR AGENT° s
Subscribed and sworn to (or affirmed) before e this
10,20,2021 by Sonia Galarza, Ma[ragin �nber
Who is/are personally known to me or has/have produced
FDL:G462-784-55-8¢82-0 as identification.
� .�. " Notary Public
Commission No. 14 H (
6L aerS
Name of Notary typed, printed or stamped
f 20121
t
Expirigs Dec9mber 20,2024
Subscribed and sworn to (r rmed) before me this
10,20,2021-by- AnthonyA.Galvez
Who is/are personally Known to me or nas/nave produced
FD ' GA12-001-63-389-0 as identification.
F a^}
.- 6 a _—_Notary Public
Commissig No. �a
"l ,+
Name of Notary typed, printed or stamped
OF FV0' Bonded Thru Budget Notate SWAM
VICINITY MAP NORTH
g qJ�
�- 5ITE
c4��ST 2'�PS�
DRIVING DIRECTIONS
FROM: 7530 LITTLE RD. NEW PORT RICHEY, FL 34654
TAKE CITIZENS DR TO LITTLE RD
HEAD NORTH TOWARD CITIZENS DR
TURN RIGHT TOWARD CITIZENS DR.TURN LEFT ONTO)
CITIZENS
TURN RIGHT ONTO LITTLE RD.
TURN RIGHT ONTO STATE RD 52 E
KEEP RIGHT TO STAY ON STATE RD 52 E
KEEP RIGHT TO STAY ON STATE RD 52 E
TURN RIGHT ONTO CURLEY ST.
TURN RIGHT ONTO HANDCART RD
TURN LEFT ONTO EILAND BLVD.TURN RIGHT ONTO GEIGER R
TURN RIGHT ONTO 8TH ST
TO: 5722 8TH ST. ZEPHYRHILLS, FL 33542
PROJECT DESCRIPTION
THIS PROJECT IS AN INTERIOR REMODEL OF AN EXISTING
RESIDENCE.
• NEW FLOOR.
' KITCHEN AND BATHROOMS REMODEL.
• PLUMBING FIXTURES REPLACEMENT.
* NEW ENTERIOR DOOR.
* ELECTRICAL FIXTURES REPLACEMENT.
HANDICAP REQUIREMENTS
OTHER REQUIREMENTS
<., ., q,
it
SHEETINDEX
0 PROJECT INFORMATION
1 I EXISTING FLOOR PLAN & ELEVATION
2 PLUMBING & FLOOR PLAN
3 ELEVATIONS PLAN
4 ELECTRICAL PLAN
H6
5 NOTES
DETAILS
7
8
9
10
11
12
13
14
**
f AY
�,i
F -�I I 1 11 f ✓� Nib" ir i II�
R'� n G F 1 l TO EX �, I I�,E' �����, ,PC J� SH1L_
CJV L2.
PROJECT SUMMARY
SITE NUMBER:
2021-1005
SITE NAME:
TOPAZ REALTY PROPERTY
NAGEMENT LLC
LOCATION DRESS:
5722 8TH STREET,
ZEPHYRHILLS, FL 33542
PARCEL NO.:
11-26-21-0010-03400-0130
OCCUPANCY TYPE:
0110 SINGLE FAMILY R
ZONING CLASSIFICATION:
OOOP
ZONING JURISDICTION:
PASCO COUNTRY, FL
PROPERTY
TOPAZ REALTY PROPERTY
OWNER:
MANAGEMENT LLC
6615 SHELDON RD,TAMPA, FL 33615
F-,
kGENERAL NOTE
F R 11 .. 1 _ 1T C 1 2 020 <L�.
,4
I
EPH�I¢
INR
p4¢N E AID
ALL WORK SHAD C( t� L
CODEC, FLORIDA IDA BU ILDING CODE,
NATIONAL
AND THE I "f OF, Ep (R llLL
R sas AimI EEi
m
ICY
I G, 2 G, G, 51 4 I° 41-01 2' 1,- 1.
TO 11.. Fle I
,4
DINING AREA
4-
ao, CLG LANINATF D
24C5
§ 7, b
TO REMOVE
%
ii
T,
-N FJTCIIE
z- Kv OLE; Tu
5
TO RE IaV
GO
L 10, 2G
' R- 1 13: 6 47= 1 1, €2 f 14' 6--
R- 4
Co t
2
2
0 D(C�r o RffmovE
ILY
GARAGE FAMROOM
8K, ELK TILE
84'CLG CONCRETE
F.P.E. +rj cIv
F.- -04'
k6s
- ---------------
MA5TER BEDROOM BEDROOM
&O'CLG CARPET el(7 GLG
27GO 27A60 c,
�M 171
TO REMOVE I
OREVOVt
3'' 24 L 3 5 12 2
W X 7, GAFAr
LIVING ROOM
-C, 49 3c, 49 bi 5--CLG -R,41NK?EvMco
F,F f, +o 01
3'.149
31 G 12' 10' 24 G"
EXISTING * DEMOLITION FLOOR
PLAN
LEGEND
EX(, flNG WALL
DEMOLMOD
NFA/ BLOCK
MASONRY WALL
0' PLUMBING WALL
4" A G' BEARING
FRAME WALL
4- S GRAME DIAL!
ANWW BC Ep (SEE FROM.
BOTTOM d RkG ,T)
SQUARE FOOTAGE- V15TING FLOOR. PLAN
EXIST:NG GARAGE 300 5P
EX15T NO IfEATED AREA I485ff
"SING
� I
IG REAR PORCH 53 SO
TOTAL' AREA f 502 5f
DDAOLMON t�,
'JERKY AU- DWENOON5 AND ELEVAIfON5 ffEfOPf 5'ARTING
DEMOLITION WORK
2, RROV DE TIRAPORAKY BRACING AND 510ANG Of JOIO-,5 AND REAM-',
WHEN DffMOLI5H:NG IO15TING WALLS.
3, At TERM E AFLECTIC) AREA5 AN OR 5TRUCTILRAL VEMBER5 5HAil
BE REPLACED IMT1 EQUAL OR BETTERS RUCTURAL NON MEMBLR5,
4. A41 Df OUCIING WORK 5T1ALL BE FEUOPMED IN ACCORDANCE MTh
LOCAL LAW5 AND REGULK-ION5 'OR' Wff-,Y MEA5U'BfS AND
caqlli RUCCON mtTHCM5,
5, T"E CCNITP5,C-,CP5 5H/1.,L ff- FO5PON545LE ffOR PRO. ER DER'05AL Of
AU DEAK)USRED VATERIA15 AND EQUIPMENT
6, ANY DEMOUNON 7HAT IS FaJNO NFCF55ARY DURNG 1`115 WORT. Mr
D AT NOT, NOTED IN Thi5 DFAMNG 5ItAll 5E INFORMED 70 THE
fNGINEER.
ALL EXISTING OVtRIIANG ARE f 2' EXISTING EXISTING
IifwGLE ROOF 5t1INGLE ROOF
(TyF) (rYP)
NEW FLAT
BcOF (Tyr)
Tc
A " . .ILL OF -N�
-'C 4
EXISTING FRONT
ELEVATION
EXISTING
m
SHINGLE ROOF
12'
NEW FLAT
Poor CrYT)
IRUOL-- BLARING
(I e,� 0)
Z
� Tll EX151TNG LEFT ELEVATION
EXISTING PVITIrJr
EXISTING REAP, ELEVATION
EXISTING
SHINGLE ROOF—\
(Typ)
EXISTING
m
5H'NGLE ROOF
tz
— — — — — — — — — — —
BpK,
EX15TING RIGHT ELEVATION
723
OFo
A,
o AIA
VA L
fX15TING
SHINGLE ROOF
((yr)
NEW FLAT
ROOF lrYp)
12'
3'
Pond
Z
0
co
c)
—j
U- >
C6 W—j
W
06
Z
m
CL
Lli CL
N
UJ 0
w 0
ct —j
LL
U)
(D
Z
001 — U)
Lo x
w
di
z
01
witI
2 coo
L-
4 D' D- 1:
5' 0
f
L
b 2
J
FJTC4iFN
60' OLD LAMINATE WOOD
Lj
L
5 2' 4 9N 1 51
25G8 K
GARAGE 71
MIRROR, 5A o'
0
GqI
GG5 o, E15 �LYROOM LE; 60'GLG LAMNATEWCYOD
N,
K'
80CLG -77INAI2VV00r1'
tO'CIL LAMINATE WOOD I
O'EINNG 5068
81 L 2r 3 1,
& W X 7 11YAGF
UVING RCOM
60'CLG LAW9NVEVV0JD
2G'-,4' 24'- G'
fLOOR PLAN
0 - � -1/ 1-1 7- —
GARAGE ROD 5rj
HEATED AREA 1 48, 5F
REAR
PORCH 53,5FI
TOTAL AREA 1502 5PI
LEGEND
EMSTING,VALL
DEMOLITION
NFVV BLOCK
MASONRY WALL
S'PLUMBING WALL
4"d G' REARING
FRAME WALL
4'4 G" 'RAME A/AU-
STEP (Sff
50-70m € EjGf-T)
- 0,
WINDOW CHART
OkAf DON NG WEGH
KA
2G-3J4
37-1/4 533/5 1
IDOCKOILINNGWTTH
37 3,4 53-715 1
INNOWPPID"I
15
2 -11e
37 13 Y, I
-----,-L
T
�G-:A 1 F 9
29
<
ffl COX 2
4Z! �-
EBo'If
Zi:'�E'}H , -�,
REKG22 EE3'0-,32
M 7,'5 M Lp
k'X
;_K
fla--f
50-515
50515�CG"F
M-7 ;2 A �
Immul
A G3
G3
U1,11 15
75-5/8 75-1,'8
EG?f-- mml"5
1.vA llt
nvl�l cl?� NIZ Go"O
14 C,
ol�
a,O
\5'-
7 4'
S'Nr I FOU1.0—
x URNS IN 5COFE OF WO
"A
j a—
24'--Aj'
51'- iU'
PLUME31NG PLAN
OPTION DETAIL FOR- WOOD 5TIRUCTURAL PANEL OPENING PROTECTION ATTIAOhEMENT
NOT TO 5ckLE
NOTES
,i`ADfNw[K5,ZE- OlwrrfR,
2 FA5-ff!Nffl, LEND IiT - V,)5T GO 2'lOfF INTO T11E NAL-
3: FAB-, I M SPAC-1- NO MORE .AN I C° APART.4, FMTEINFM- VU T o, VARATON-KE-I, ANI 4
FFRMANEFT,Y IN5-,ALLED,
M'j5-, �- CORK05ION 1?fOF1-AN'
1kNK- M,NWU1 TH,1GQ,ff55
`K`'AN�) M"IMUV EG�GETl LINES OF
7�$mE-5 AL Lll o'm of or -"E w"Lu AT C,5-
,FAol' 3'FOR Fa MT OG,5TRLCTION oNO /G
lop, .-50RY CA cc� �.
1 L 5- -- -, �.G) 01 T�IE �OUGF
FTINERS
5 It Of — FANZ,
STRUCTURAL DESIGN CRITERIA
PER FLORIDA BUILDING CODE 7TH EDITION (2,M) RESIDENTIAL
DESIGN WINDVELOCITY (MEC GUST)
150 MPH
RSi(CATEGORY
IZ
RISK FACTOR
5UUDNG CATEGORY
WIND EXPOSURE
B
STRUCTURE 'fK
ENCLOSED
ETERNAL PRESSURE COEFFICIENT
0,18
COMPONENTS AND CLADDING DESIGN WIND PRESSURES, SEE TABLES
ROOF LIVE LOAD
20 FEE
ROOF DEAD LOAD
10 PSF
FLOOR LIVE LOAD
40 PSF
FLOOR DEAD LOAD (WOOD FLOOR TRUSSES)
15 PSF
CONCRETE (AT 28 DAYS}
3OW PSI
REINFORCING STEEL ASTMAS15GRADE S3
MINIMUM LAP FOR Na 4 RARE = 20'
Pb, 5 RARE 25'
%, 6 &ARS 3T
W 7 EARS= 35'
STRUCTURAL STEEL
AFTM A-36
LUMBER MINIMUM Fb
USE (MINI SOUTHERN PINE NO2 OR DOUGLAS FIR -LARCH N..2
FORALLSTRUCTLRES LOAD BEARING OR EXPOSED TO WIND
SOIL BEARING PRESSURE (ASSUMED)
TO BE FIELD VERIFIED PRIOR TO PLACING OF FOOTING. REINFORCEMENT
OR CONCRETE POUR; NOTIFY DESIGNER IMMEDIATELY IF SOIL FAILS TO
MEET REQUIREMENTS
STRUCTURAL DESIGN SHALL BE IN COMPLIANCE WITH CHAPTER ION OF FED
ALL WORK SHALL BE IN ACCORDANCE WITH THE FIEC AND LOCAL ORDNANCES
AND REGULATIONS,
IIIE PSI
M5TING
��ff E - C, M
C,
C,
F I C, -11
FRONT ELEVATION
E45TING
Q�-FELI'VKI -0, 11112-
LEFT ELEVATION
EX15TING
fXOTING
EX15TING "Ir
TRti LF-1*! �Ga:gr
��F5,14ft Or V,1N CL6
c
10 "ZI -11, 1
REAR ELEVATION
EX15TING
SHINGLE PC
(TYP)
EX15TING 91 F;7z;
5m1NGLE ROOF
Lva"l, mu"'C,
A
1-k _FF EL v-J2w�—�—
Wn-
RIGHT ELEVATION
, , , '' - -
(( 1;17=' "-al �---
v
O
A, SMOKE DEIIECfORC5 5hAJ_ BE NETALLED IN ACCORDANCE WITH NJ`FA
72, C31AFTER2, VIEY SHALL biff `IAROWRED NO AN AC POVOR
5(DJKCE AND 5ttALL SEE DOI VOTH MON(TOR'D EXT7, ERY EACK
L1,. THE' AHAL, BE VANED IN 5'jOl A NYNNER THAT THE ACT VAI ION
OF ONE ALARM, SMALL ACTIVAT, AL, T�ff ALIKN/5.
F3 ARC-fAuur CIRCUIT INTCKRUP(EP PROVOCID IN ALL FAMILY POI
DINING ROOMS. LIVING ROOMS, PARLORS, 1-15RARJE5, DENS,
F �tVEOI , 5UMPORPA5, RECREA-ION ROOMS, CLOSES, IIALLAATT5 ,
CIN ,5(
L/H MI, ROOM A, 03902. f 5 TtlRl) 17),
C. ELECTRICAL PLAN 15 INT HIDED FOR SO PURPOSES ONLY, ALL WORK
SHALL BE 'DONE IN STRICT ACCORDANCE WITH THE NATIONAL
ELECTRICAL CODE, LATEST EDITION (2017 NECj, BY A LICENSED
ELECTRICAL COAT NACIOK WHO 5`I`AN Ef REEPONSibUff FOR THE
tN5FALLATON AND SORG OF AU_',VNNC AND ACCE35CIVE-5
ELECTRICAL 5CIlEDULE
0 10 1
-T,
%
E2
CE
-
APPLIES TO
PROJECT
PRODUCT
CATEGORY
SUB -CATEGORY
MANUFACTURER
STATE OF FLORIDA
APPROVAL NUMBER
STATUS.
saa.w.1 c-f-al
W-4 C.-I.,
Im.h-
Sirup -Strang 7 Ca
FL9U9 AG SDS25200,SDS:/4 X 2
APPROVE
FLI0860-R4 CBL4. C846, C848GREG, CB68
FLIG456 R5 51H 0, H CA, HIQ 2, Lf 5, H 5 2, H2, H2,5, H2SA
H3, HA, 1-5, Hf,, H7Z
FL 0860-R5 CCQ74 SD.'2,5, CCQ76, CC077, CCQ78
FL IL75 -R:' HIETA,2, HETA,6, HETA?O, HETA?L, HETA40
FL473 -R4 METAL 2, HETALIG, HE TAL20
FL: L 75 -NA TAZ META , "'ETA:6, `ETA.20, �ETA22,
ETA24, 'ETA40
FILI 473-KI2 'TSM 6, `TSM20, HTS-O, HTS'20
FL 0655 HGUI HGUS28 2, HGJS2 0-2
FLI0655,2 HGUS26 3, HGUS28 5, HGUS210 3, HGtJS22 3,
HGUS21, 6
St.cwntt CS'I
C.-N, Lintel
(tim. ctnutI, C.Ipow_
FL 58-Ki 2H GHT STRENGH CONCRETE L NTELS, /,, 6, 8, 2" W.
APPROVED
PAOL WALLS
SOIFIT5
PLY An, `YDINA GROUP
F32502.1 AILJWNUMAIJVINN.
APPROVED
Doors
L.I.N., Do-
(S.mgmg D_,�
Th...AO. Cu,p.
H2046 I _R__ HI apaqC-1_ 51 D
APPROVED
F, 13159 _RV '�-1 G-o'Wd 51ra V-1 G-F
F` "t G_ 'Ll-L L
FL867 0 CRADLE F BERGLASS (IMPACT)
-wi., Door,
6gI, Doors
Ctopuy Bwg PwuIuI
F_5o 5 A.N UP TO
APPROVED
15043 5- H`_ IAN. Ll? 10 19'
D-s
13xwtrw, D-N,
Marvin NVII.J.- & N.,
FL4939 CLAD SLIDING DOOR (NOV YPACT)
APPROVED
D-r,
Fm'm D
jetd-wen
FL 0970, V NYL BYPASS PAT 0 DOOR (NON -IMPACT)
APPROVED
FL, 09.i ALU":NUV, SLIDING DOOR (VOA ("!PACT)
Dourx
awdu, Do",
PUT kuh,Nvw,
F! 2533 ALUNUY FRENCH DOOR CYPACT)
APPROVED
E.ww D
-K.-H.0
D.- �ubli.
ful-it-1
C.P.Inui..
FL 2765.9 SERIES 850 S, 26 GAUGE DOOR ASSEMBLY
APPROVED
wituj
Single i tung
JAI
FL L095. V \YL S AGILE HUNG (IMPACT)
FL L095.2 V'\'II- SINGLE HU\G (VON- YPACT)
FL10970.1 AF` NNE S INGLE HUNG (NON IMPACT)
FL 20- ALUM NUN S \GLE HUNG ( MPACT)
x
w.d.-
si.& R-g
P(jT ftWumuM,
FL2391 SH-500 WINGUARD V \YL SING{ E HUNG (."PACT)
APPROVED
FL239 3 SH-600 At. UMLNUM SINGLE HUNG (NON- YPACT)
FL259,1, SH-700 ALU" NUY S NGLE HUNG ( -FACT)
witud-,
Fixes[
POT hIdumn"
FL201 CA 740 ALUyVU' FIXED A NDOW (`PACT)
APPROVED
FL20 8 PW 2720 VINYL F XED WINDOW ('PACT)
RuNfi.g
Aptutt Sl,,.gk-,
OAF
FL OPL., F BERGLASS RE \FORCED 5-TAB,
LAM DATED, 5-TAB AND H P/R DGE ASPHALT
SH NGLES.
APPROVED
K-fig
Built Up Roof
ljAF
FL 946. CONVENT CNAL, F BERGLASS BUR SYSTEMS
APPROVED
RiwEng
U.Oerf.y_m
OAF
?L!58A-24
APPROVED
Raarfmg
51,Gz vy A&ILT 5,,5TPm5
GAF
FIE253 R43 tVEVGI,NF,l IPO 51 'It E .1-y ROOF VWPA11Z _Y51EV5
APPROVED
Rooting
RRIIIIIII VE,
OAF
FL6267, I LOW PROFILE ROOF R DGE VENTS
APPROVED
K..fiag
MAL,t Routing
M.1.1 Sd,, Ma.t,IftNNtnuIg
C`.,w,uti..
F0 545.4 5V-CRIvP, MIN, 26 GA
APPROVED
P-1 W.11
Glum 31-1,
Pimb.irgh Corning C.Irp,
I
FL 365.1 GLASS BLOCK MORTAR SYSTFY,GLASS BLOCK
INSTALLED W TN MORTAR
APPROVED
PAWL WALLS
so"
JAIME5 IIIIIAM VJRDW
FROOLCM
--l- F, _lE and grwwc ewd
APPROVED
PANEL WALI.5
5KXWI
JAME5 KAFM SUKDW
PRODUCTS
FL
APPROVED
Sky Ughts
Sky U"
vak. , ILO
ft I 3303-R3 Ck;Nw mets A57M E 1 3W% 3.ft- dwr
10.5m st.
APPROVED
C4ARlo 111"r
s
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<i tit
&
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U)Icy
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04
TERMITE NOTES
FLORIDA BUILDING CODE 7th EDITION (2020)RESIDENTIAL
CHAPTER 3. SECTION R318- PROTECTION AGAINST TERMITE
a -aefflau J wwwa 01mi
1, Alf work shall be it, strict appredance with national dectrace coca all applicable deal ochmappe and in
cooperation with th-Alfily companies,
2. Coordinate all work with all trades
3 Month all onfluse and receptacles plumb and flushWithwalls
4 ReMpoodes shall be mounted 1:T a.fJ unless shown otherwise 5 ,,,at essfickso offial., sta, and conference as indicated in impordarres, with five manufacturers written
instruction, the applicable requitherfivers of Me and the national electrical contractors association 'standard of
installation' end in accordance with recognized industry practices to ensure that Production serve the intended
furreems, still #40 and #12 and chaff ba rdmex a nm cable Typn'B" a approved equal.
7 Coordinate ewdtrlml ppluirechards for NO with A/C contract-
8. R313 I Smoke alarms
Smicke slams shall be installed,o the fidflowg locations,
1. in each sleeping room,
2, Outside each selparat a sleeping area In the immediate, vicinity of and bedrooms.
3. On each additional story of the dwelling, including basements but net including drdwl spaces and
uninhabitable office in dwellings or dwelling units with split levels and without an Intenaning door between the
adjacent levels, a smoke alarm Installed on the upper level shalt suffice for ft adjacent, fewer level provided that
the dwer favol is rose Than one full story bars. the Mice, level
When more than one smoke alarm is required to be installed within an individual Their unit the alarm devices
shall be interconnected in such a makoke that the actuation of one alarm will activate all Of the alarms in the
Individual unit The alarm shelf be clearly audkoe in all bedrooms over background noise levels with all Intervening
deals cfcsssd.
All smoke afterre shah be listed and installed in accordance with the chatelaine of this code and the household fire
warning equipment provisions of NFRA 72.
NOTES
R309 I Opening Mortensen.
Coatings from a private garage directly into a hower, used for sleeping purposes shall not be permitted. Other
openings between the garage and residence shall be equipped with solid wood ducts not less than 13/8 inches
(35 moll in thickness, solid or honeycomb =a east doors not loss than I try inches (35 Them thick, or 20-minute
fire -fated doors,
R309 11 Dere persanifixer,
Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be
constructed of a minimum No, 26 gage (0,48 hari) street steel of other approved material and shall have he
openings into In. gage,
R309 2 Separation required
The garage shelf be separated from
the residence
and Its attic area by not less an /�,-inch (121 mm} gypsum
board applied to the garage aide. Garages beneath habitable rooms shelf be separated from all habitable rooms
above by net !.a, than 5/fl-imph (1 5.9 mi Type X gypsum board Or equiV se, Where the separation I. a
floor -ceding studiedly, the structure supporting his separation shall also be protected tonct I- thak-TY-inch it 27
mank gypsum board or eqn-fieft.
R311,43 Landings a' , doors
There shall be.floor
or 1-ding On each side of each exterior door
Exceptain; Where a stairway of two, or fewer risers is located on ma arderia side of a door, other than the required
exit deal' a anifing is not required for the exterior side of the debt
The floor or landing at the exit door required by Section R311,41 shall not be more than 1.5 inches (38 Tom) lower
than the Top of the threshold. The floor ok landing at exterior doors Other than the exit door required by Beltran
R311 41 shall no,, be required to comply win if-,,. requirement , but shalt have a caern, great., than that permitted in
Section R31 1, 5 3
Exception: The lending at an exterior doorway shall not be more than 7'K inches N 96 chip below the top of the
threshold, provided the door, other than an exterior shunt or speed door does not swing over the landing
The voidth of each landing shall not be less their the door served. Every landing shall have a minimum dimension of
36 herself (914 Thin) measured in the direction of travel
P311 4 4 Type of lock Or latch
At egress doors shall be readily operated from the side from which egress is To be made without the use of a key
a coastal knowledge it, effort.
R311 5.2 Headpxum-
The minimum, headroom'a all parts of the stairway shalt hot be less than 6 feet 8 !-has (2036 mm) measured
vertically it= the sloped plane entering the tread nosing M from the door surface of the landing or platform
R31 5 3 Stair treads and risers
R311.5.3.1 Rise, heifer,
The masurvarn river height shalt be 7f4inches (196 mm). The fear shalt be measured vertically between essfiret
edged of the adjacent treads. The greatest riser height .,thin any flight of stairs shelf not exceed the smallest by
more than 3/8 Inch (9.5 mm),
R311,532 Tread depth,
The minimum tread deper shad be 10 inches (254 mm), The tread depth shall be measured horizontally between
the visfical places of the foremost projection of adjacent treads and at a right angler to The tread's [coding
edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/6 !,on (9,5
mm) Winder treads shalt have a minimum tread depth of '10 inches (254 term measured as Move at a point 12
2
inches (305) mm from the ads where the treads are ,remover- Winner treads shall have a minimum tread dymm of
6 Inches (152 mi or any point vVithin any flight of stairs, the greatest winder tread depth at the 12 inch (306 mm;
walk line shelf not exceed the smallest by more than 3/8 inch (9.5 mm).
R311.5.3.3 Profile.
Tremolos of idniffinte at the leading edge of the tread shall be no greater 'her 9116 inch (14.3 intent A nosing net
less that, in inch (19 mort W to more than -I'/, inch (32 from) serst be provided M stainwaysvisr, solid risers The
greatest nosing projection shelf net exceed the smallest nosing projection by more than 3/8 inch (9,5 mm) between
two stories, Including the nosing at the level of floors and landings, gaveling of nosing shall net -.ad '/i, inch
If 2,7 Trips. Risers shall be Vertical or sloped from the underside of the loading edge of The Tread above at an angle
not more than30 (051 go) degrees loom the WnteaL Open neers are flecinfifted, provided that the opening
between treads does not permit the passage of a 4-Inch diameter (102 mm) sphere.
Exceptions:
1, A nosing is net required where the tread depth is a minimum of 11 inches 1279 mmi
21 The opening between adjacent treads is not limped on stairs with a total rise or 30 inches (762 min) ., I.e.
EST 2,1 Guards required.
Porches, balconies or raised fiber surfaces located more than 30 inches (762 mod above the floor or grade Wow
shall nave guards not less than 36 inches (914 mm) in height Open sides of stairs with a total rise of more than 30
;riches (762 em) above the floor or grade be!oae shall have guards not take, ther, 34 inches S64 mot in height
mysoeved vertically from the nosing of the treads.
Porches and posts which are prefaced with incept screening shall be persisted with guards where the walking
surface is located more than 30 inches (762 mm) above the floor Or grade below,
R314.12 Thermal hard.,
Foam plastic, except where oftervisf, rated, shall be separated from the buI of a quili by m.rainsom rv-inct,
it 2,7 firm) gypsum board Or an approved finish mapenal equivalent to a thermal barke to limit the average
temperature rise of the unexpected surface to no more Than 2WF I after 15 minutes of tire exposure to the
ASTV, E 119 standard time temperature corks. The gypsum board shall be installed using a mechanical fastening
system in accordance with Section R702 3 5 Revised, on, adhesives to ensure That the gypsum board vil unign in
plane when exposed talks arrest be proldiffired,
R4013 Drainage,
Surface drainage shall be diverted to a stemsewer conveyance or other approved point of collection so as to not
create a hazard Lots all be graded ad as to brain surface water away from foundation walls. The glass away
from "Mcdefirm ways shall fal a minimum of f5hit n(162 fair ) within the first 10 last (3048 mm) EwMpaM Where lot lines, walls, slopes or other physical barriers prohibit 6 inches (152 mm) of fall within 10 feet
f3048 may, , drains or swates shall be provided to ensure drainage away from the structure.
d. Three-eighths-inch-becksingle-ply gypsum board shall Out be used an a ceiling where a water -based ' Textured
finish is to be Modred, a where ftbIl adesqfired to support insulation so-. a Mi On ceiling applications to
receive a water -baked texture material either hand cut Way applied, the gypsum board shall be applied
perpendicular to framing, When applying a water -based texture conduct, the minimum gypsum board thickness
shall be increased from 3/8 inch to B, Inch for 16-inch on center framing, and from, Ih inch to 5/8 inch for 24-inch an
center fraloyng crVinch sag -resistant gypsum calling board shall be used,
R703,7 5 Flashing,
Flashing shall be located beneath the first course of masonry above finished ground level above the
foundation wall or slab and at other points of support, Including structural floors shelf angles and
(there when masonry varksom as designed in accordance with Section R703 7 See Section R703S for
additional requirements.
MIMMERMS
1. Pill ftarrifrightembed, bearing cadro, & silicon, shelf be -cod members with Plareords equal to - belt-, than
those given by the Southern Pine inspection bureau tar surfaced dried Southern Pine no, 2 (minimum severable
banding aides -1290 psi for dingle Members uses and 1400 psi for repetitive member uses. Modules of
elasticity -1,6C0,000 psi),
2 Ail wood non -bearing exterior and interior wails to be #2 spruced We Elf lift, = I,000 ps),
3. AD wood girders shall have a min. of Pit - 2v4shvds placed directly under the girder and owners plate
4. All lumber in Contact with masonry a common shall be pressure treated
- All met rafters and prefabricated wood trusses shall be securely fastened to that, supporting ..If or balance
with hurricane clips . anchors as acted,
6. Prefabricated wood trusses staff be asserted in accordance with the abon edarry, of the Thafrocal design
spcezuriffion for stress -grade lumber and'Rs ficiaterwes . recommended by the national forest products
association.
7 Truss member and concentions, shad be Proportioned (with a maximum allowable stress increase for load
duration 01 20as to withstand the load given 'n note.
8. Truss manufacturer shot submit shop drawings and design notekdr, an engineers seal bit approval. Design
notes are to include the rated lead capacity of the connectors used to secure the members, cartifliks' ron of the
connector capacity's and manufacturers license to fabricate trusses utilizing the connectors system proposed.
9. Bridging for pre-elignscred thake shelf be as required by trade manufacturer in addition to member show Our
dnewillpar
10, Roof Make shalt be 1/2% plikkonal or O.S.B. for fiberglass shingle rouds, and SAirlayokind for concrete Or say
tile rope. Use ad nails with 4" spacing at all panel edges and 6'sparang Intermediate supports. Provide plidips
at unsupported edge.,
11, Ali wood frame details shall be in accordance vich'NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION' latest addition, national to-,, products association, urerds dideffed otherwise an the structural
drawings,
12, Paul live lead = 20 Pat, Roof dead lead -= 20 psi
13, Gable end arils adjacent To cathedral Mi are required to be continuous from ficor to too', diaphragm FBC
2004 23042A 2,
14, Attach plywood sledding to supporting trusses or other framing with common nails for gable baphrame
only: (unless otherwise noted) ad
& 4" 0. along edges of plywood panels.
Is, 6'rip, along field of changed panels,
FOUNDATION NOTES
Verify location of building at site u-9 Owners approved plot Plan and adjust concrete beirtice, ship fertility, and
steps, as grade actooss. if conflets between existing site conditions and approved plot plan arise correct TG.C,
1, Prepare soil to receive 4' concrete slab min, w/ compressive strength of 3,000 ps L @ 28 days ey 110/10
ww m, or fiber mesh reinforced cone, border on clean, wolf compacted fill treated for termites. If filivermeah, is
used cut T' Plot every 16-9, each way.
2 Air feelings to be 18' wide x 10 deep w/ f2i, #5 rater continuous (unless noted otherwise)
3. All thickened slabs (bell footing) to be I a wide x 16 deep w/ (2) # 5 Tabor continues (place quirk strapping of
anchors as may be required par mel unless noted otherwise
4, At colunin, pad to be 2,V x 24 x 12" w/ #15rapers @ ado each. way (unkefs noted Otherwise)
5 /,IT thickened edge slabs to be 12'x 12" w/ (l) #5 door (uffiess, noted otherwise)
6. Thickened slab at floor elevation charge is to be 8' deep x 16" wide w/ (2) #5 Tabor continuous luo.se noted
otherwise),
7 Fill core with concrete and place IT 1 #5 older vertical from footing to tie -beam
8. Pitch slab at grade at l' In Try typical (in direction of sinew), unless note,- iflIfle-se
9 Facade floor also 3/4'at all sffdlbg gifeas doors and extend slab 1 1/2' past drunk csvi -I- noted otherwise
10, Extend slab edge at exterior pecus 1 1/2' past block face unless noted Otherwise
I I, Sunken shower to be in concrete recessed slab (min. u nd,) kh 6X6 #10 row dr, (of fiber mesh),
12 Air dendlycher compressor pad byrnech, codirector to be placed 8' from wall, typical,
13 Ali foods Or brick vandi frzcIdyjse, be 22"arlde x 10" deep w/ (3) #5 rebels min T -Lundus (unless -red
otherwise),
14. all footing for 2 story to be 24" bid. r, 12" deep wl S) #5 repar continuous min
15 All thickened stab (belt footing) wil two stories hearing to be 24"wde, Y 16' deep sy (3) #5 about (piece uplot
strapping M connote as may be required per Mass,
16 Thickened slab (bell foofing) where at bearing wall Moore at change of floor havastion shelf be a mi 16 deep
k 16" wide continuous 17 Assumed minimum existing Val bearing pressure = 2000 pis f
18 Sell noted as compacted is 95% modified proctor, ASTM D1567,
6, The enter foundation bars shall be Mornuide, around corners by bending the bar if, accordance with 2023,4 of
the SSTD 10-93 In both cases the minimum bar lap Strait be 40 bar diameter likewise the bond beam
enforcement shall be continuous around all corners,
8 Provide 4' If 4" been Out for all concrete filled able at the base of wall
MASONRY/CONCRETE NOTES
2103,1 Concrete masonry units.
Concrete masonry units shall conficam, To the following standards: ASTM C 55 for concrete brick ASTM C 73 for
calcium eireeke face brick ASTM C SS by load -bearing concrete -my units or- ASTM C 744 for prefaced
concrete and calcium silicate masonry units,
CONCRETE NOTES:
1 All concrete shall have a minimum compressive strength of 3,030 psi at 28 days
2 At reinforcing steel to be new domestic deformed billet Asset conforming to seta, aHd5 grade 40 except that
lips may be domestic size conforming to asur, A-615 grade 40,
3 Weldedwire fabric shalt conform to A-185
4, Contractor shall verify location of all openings, sleeves, anchor bolts, inserts, etc as required by other native
before concretes placed. No sleeves. openings or inserts may be placed,,. brevers, in slabs unless approved by
the aranned and shot on shop drawings-
5. At reinforcing details to conform to "corturrof standard practice for detailing reinforced concrete structures
ACI 316, unless detailed othanit on structural drawings.
6. Provide spacers, Mours. bolts, etc, as required to assemble, place add support air reinforcing in place.
7 Provide comer bare for all footing.,
8. Ail being dowel bars shall have a standard W bend and shall be emodebrad 5' fild-trich feelings and a
minimum of in into alf others. Dowel bars lap vertical wall reinforcement a minimum of 40 bar diameters.
9 2115.1 Gable Mel
21 !1 T General.
Good social shelf be stele-tourty continuous between points of lateral support.
2115 1 2 Concurred protest.,
Cable ficassairs adjacent to cathedral delfings shall be structurally continuous from the uppermost floor to the
ceiling diaphragm or to the feet diaphragm,
Z Steel haomicappam shall have a mahrourn yield strength of 40,000 psi in accordance with ASTM A-61.5.
3, Concrete Masonry Units, If any.,shall be hicaaw care / load bearing in dependence to act, C90 or CI 45 1,g00
psi minimum
4, Grant, if any, shall have 3/8n maximum aggregate, 11 inch slump 2,000 psi as per ASTM C476.
5 Mortar, 4 any, shall be Type M or Sin conformance ASTM C270
vulmuala=
1. Pandbe plumbing fixtures, as selected by practical canal complete with all Tom traps stop waives, supplies and eardapreems
21 Ali dumping shah be is affair accordance with standard painting codes and ]Mal Ordinances
a, Soil waste and vent piping shall be schaddie 40 prI
4 All water being shall be type "I" with 95-6 soldered joints Or n.ov.p.
5 Copper piping underground and in contract with dissimilar metare shall be coated with tar enamel AWWAivC-203 or equal.
6 Provide individual water slope at .11 water dosets awatones and kitchen sick nobstallorks,
7. Ruff air games conceded ITT wall, fibers, above ceilings or below grade
8. Verify all bough in requirements with the fixtures that are selected,
9 Coordinate all work with trades
10 Provide full see piping from hot were b& valve to exterior.
11, Water piping turn through comorear Tor masonry shall be wrapped with 10-rn1 vinyl Mudding tape,
12, Hot water piping shall be identified in smandiandee with county wile wrogiv --do
13, __ gallon water heater (boun. Unless noted otherwise
14 Tank type water indent volume 1,5 gallons.
15 Water -flow rate, Shower heads 2,5 9, ic hi private fearifins 2 So go In,
16, Prumberamost use a metal at protons chatenta to per out areas in concrete whole drakes are to be Installed,
�7 Thermal expansion protection is required when the were, service is equipped with a back, The, prevention device.
8 All back flow prevention devices are requited to be tested and test results submitted to the building department before the
perfifickey, of occupancy is issued,
GENERAL STRUCTURAL NOTES
These dissected the Thinfircom paii
flu�,ysi of The FLORIDA BUILDING CODE
An EDITION (2020) RESIDENTIAL . Cionsixel ant have a farina urn casaptaxishoo, strength
of 3,000 psi (out... noted Otherwise) Cq) 2.8 days.
1. Pre -manufactured roof tresses to be designed In and. donow with the latest lot
design requirements The truss maloyscaver is responsible to firmish all reaction
leads for dead leads, live toads and mind reads Manufacturer to sinticilit Tried
layout and details signed Try a funds registered engineer.
2 All extend, concrete block walls are designed as shear walls or shop, wall
segments with do -wall reinforcement Mary other black m par the requirements
of if,, foloconai Concrete Murt institute, if do, a-wadlefrifterownhorts hot , used
for the entire building, length Of actual shear wall W41 M, designated Or, The Plane
The above can be emitted when a #5 down bar is installed VV each side of an
opening
3 All openings greater than 5 feet to have 11)-#5 batch each side of opening and
filled vetch grout openings greater than 12 fact To have O-#5 bars M each site of
opening.
4. Contractor to verify all dimensions and conditions in the field,
5. Any shonflook to ..led dewingly, must be approved by the Timsearkerial
and nown of record.
6, Structural design Ontario
a Basic Wind Speed - 150 nip as per R3012.1 .5 Hurricane Map
p. Applicable Internal Pressure Coefficient = Windward +0 18, Leeward -0, 18
A. Components and capdri refer to sheet Al I for design wind pressures in
to of psi (irmoll
d Building Category 11
GENERAL NOTES
1 General contractor will verify all dimensions shown or implied before starting any
walk
2. Correct contracts will comply with all building codes both state and dent, and
campy wart all local archat'rhes, moving, jikadicce,
3, it I. the ancifeards sureuddermadiffity, to derearmas erection procedure and
sequence to insure the safety of the building and component parts during erection
this Includes but is not limited to the addifich whatever temporary bracing, guys,
ortie dawns that may baMosseary
remain the property of he catiftarep, after resale Dim of the project,
1. Alf dimensions and elevations shown on the structural coatings ah.0 be verified
and shall conform to the architectural drawings-
5. Wall siding, including brick facing painted block or sluiced, must end 6 inches
above ;A ground to area for firluts, tormite inspenfi.M. the cfwdaca can point
the bare Two or apply a plaster -like finish less than 5/8'InCh thick directly to the
foundation wall
MECHANICAL NOTES
306.3,2 Pdr-handling units.
Ar-handling units shall be thowed in residential al if the following conditions we
,net:
I The served parradf, of the equipment Is incited within 6 feet N 829 Pro) fact of
an attic access.
2 A device is installed to alert the owner or shut The unit down when the
condensation drain is net -,king properly.
3. The art, —a spacing of of Sufficient size in wdard if,- fail hadefor
4 A r.offieve is posted an to electric service panel indicating to the corandevror
that the air handier is treated in the attic Said notice shall be in all capitals, in
1 &MInt type, with the fics, and first paragraph in hi
NOTICE TO HOMEOWNER
A PART OF YOUR AIR-CONDITIONING SYSTEM, THE AIR HANDLER, Is
LOCATED IN THE ATTIC. FOR PROPER, EFFICIENT, AND ECONOMIC
OPERATION OF THE AIR-CONDITIONING SYSTEM, YOU MUST ENSURE THAT
REGULAR, MAINTENANCE IS PERFORMED,
YOUR AIR-CONDITIONING SYSTEM IS EQUIPPED WITH ONE OR BOTH OF -HE
FOLLOWING, 1) A DEVICE THAT WILL ALERT YOU WHEN THE CONDENSATION
DRAIN IS NOT WORKING PROPERLY, OR 2) A DEVICE THAT WILL SHUT THE
SYSTEM DOWN WHEN THE CONDENSATION DRAIN IS NOT WORKING. TO
LIMIT POTENTIAL DAMAGE TO YOUR HOME, AND TO AVOID DISRUPTION OF
SERVICE, IT IS RECOMMENDED THAT YOU ENSURE PROPER WORKING
ORDER OF THESE DEVICES BEFORE EACH SEASON OF PEAK OPERATION.
5, Bathroom ventilation must me mechanically exhausted to building exterior.
6 Equipment discounted most be within site.
7. All friarficall equipment including a/c morwarieks, pad pumps, pod, filters
and pool heaters shall be secured to resist location unit toads.
GENERAL WINDOW & DOOR NOTES
I Exterior front and back Mai windows, garage does, cladding and
components are submitted with the "Technical Manual' for installation and
technical material specifications
2 Nail and gins Trucks, the wood between the door jamb and the wait.
3 The mullions - strips between a series of windows - must be cornfield to
withstand the designed too capacity
4. Windows and glass doors must meet the impact standards. Window mig. must
have labels attached listing manufacturer, performance characteristics and
partifficanick, that they have been tested, kroads most stay on until the final
Inspection.
5, Any glazing within 36 horizontally and below W of the standing surface of a
bathtub shower, spa, etc, shall be safety glazed
FOUNDATION INSPECTION
Net.,
1.) A foundation survey shall be performed and a copy of the survey shalt be on
site forms budding Inspector's use, of all property makers shelf be exposed and a
string stretched from marker to Market to verify required setbacks.
FRAMING INSPECTION
Notes
I I All Plumbing Efferemai, and Mechanical mugh-rd, smust be complete,
inspected, and approved before requesting the framing Inspection
31
11-
am
NOT TO SCALE
GENERIC WINDOW -DOOR FRAME
SCALE; NOT TO SCALE WALL ANCHORING
PLATE
L(2)2x4TOP
TRUSSREO
N
—CRIPPLE STUDS
FULL HEIGHT STUDS
x 4 AT 16" OO.
WD.
HEADER,
SEE PLAN
OG FULL HEIGHT
STUDS ADJACENT
(2) JAMB—,,
TO OP 'S IY-0- OR
STUDS
LESS. (4) FULL
HEIGHT STUDS
ADJACENT TO
OPENINGS
SEEK Gril-l-
B ILCSV1t%1,
a'-O' D.C. MAX.
TON SLAB 4�
ap
HURRICANE CLIPS OR
TRUSS ANCHORS
sPz
SPi
-SEE
STRAP TOP PLATE & HEADER
TOGETHER W/2 RT18 MIN. U.N.O.
2x12 #2 SYP W11/2" PLYIND
OR 7/16'0.S.B. FLITCH
2x CRIPPLES UNDER HEADER
AT END OF HEADER
MEAD
T TSAE
T F
UN
.0—NE-
1 R �H FAT H AM
U—TI—A[H.- X I—ITON -1
-1
WINDOWS
BUCKS
{eX71IHOR DOOR7
1
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—
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ATE—N— I--
-i—lau— 11— —.1 —1
N
TYF
0" (TMRU WINDOW)
fLA5IflNG DETAIL\,.__
NO'
s
FRAME WALL SECTION 0 TYP. FRAME WALL SECTION
araizr
TQ 5G11ir.
5Z DRYNAI
1
CEILING SONFiD
CEILING:
J2'
STUCCORNHEI
CONCRETESLOCN(
WALL OR CONCRETE
CONT. SEALANT.
WOOD MOLD
2'X 6'WOOD M AS
RED. ON AL EXT. DOORS AND
�XX FLONG TAP CONS.
7 DO, FOR JAMB AND HEAD
-1-1
WOODSHIM
WOOD
FRAME.
WOOD TRIM,
CONT, SEAiANT
WOOD FURRING.
CORNER BEAD,
57GYPSUM BOARD OVER
�'FURRNG CHANNEL WITH
NSULATION @ ALL EXTERIOR WALL
WOOD
DETAIL
YVJALI.
@ O
a/c
4•
FLIBEDDS
l2'DRYWALL
T`P
TYPICAL NON -LOAD
BEARING INTERIOR WALL
(T
FIKU WINDOW) NOT TO SCALE
WOOD HEADER SCHEDULE
FLOOR & ROOF SPAN = 36'-
" MAX
WIND SPEED = 150 MPH
JACK UPLIFT ANCHORAG
SIZE SPAN
STUDS EA. END (LBS)'_.
EXTERIOR BEARING WALLS 2 - 2x4
-6- 1 666
SUPPORTING ROOF & CEILING 2 - 2x6 6-5" 1 979 0
ONLY 2 - 2x8 6-1
0" 2 1253 'Ti
2 - 2XIO 8'-5" 2_ 1528
2 - 2X12 91-91 2 1763
3 - 2x8 8-4" 1 1567
3 - 2x10 10'-6" 2 1919
3 - 202 12
-2" 2 2213
4 - 2x8 9'-2" 1 1763
4 - 2x10 111-81, 2 2213
4 - 2x12 14
' 2 2565
INTERIOR BEARING WALLS 2 - 2x4 T-V 1 0
SUPPORTING ONE FLOOR 2 - 2x6 4
-6` 1 0
ONLY 2 - 2x8 51-91, 2 0
2 - 2x10 T-T 2 0
2 - 2x12 81-11 2 0
3 - 2x8
-2" 2 0
3 - 2x10 IT-T 2 0
10'-2" 2 0
4
0
3'
'
'-1
'
7'
3-2x12
-2x8 81-1" 1 0
4 - 2x10 19-11, 2 0
4 -2x12 111-91 2 0
II
LOCATION
ffFAMMING)
PINE 2 PARTITION AND FURRING (IN CONTACT WITH CONCRETE)
SPECIE
II
LOCATION
ffFAMMING)
PINE 2 PARTITION AND FURRING (IN CONTACT WITH CONCRETE)
SPECIE
GRADE
GENERAL
602. !
Load -bearing &Tnen5on lumber for studs, platea, and headers shall be identified by aarade mark of a lumber g
gency that has been, approved by an Accreditation body that comphe5 with DOC PS 20, In lieu of a grade
ertification of Inspection i55ueul by a iumber ojracinc3 or inspection agency meeting the requirements of this
shall be accepted.
R
lumber.
Approved end -jointed, lumber centifed1by a
titerchanocably
With 501161-5aWn
602, 1.1 End -jointed
grade mark conforming to Section R602. I may be used
members Of the 5aTIC 5peCC5 and grade'.
R
Glued laminated
and A5TM D 3737.
R
02.2 Grade.
lumber,
Exception: Deannfj
are 5r`3CCCi in accordance with TaIrle KGU2.o(b)
602.1.2 structural glued laminated timbers.
timbers shall be manufactured and Identified as required in AITC A 1 90.(
6
Studs shall be a minimum No. 3, 5tandarcl or stud grade
studs not supporting floors and nonbearimg 5tuc[5 may be utility grade lumber, provided the studs
UPLIFT CONNECTION AT LOAD FEARING WALL
AT, NI
CHEDULE
OPENING HEADER
UP TO 3' 4' 2 - 2'x G"
3' - 5' TO 5' - 4" 2 2`
5"
5' - 5' TO 8' - G` 2 2'x 10'
8'- 7' TO 12'- G" 2 - Z. 12"
S
x
STUD LATERAL SUPPORTING ROOF AND SUPPORTING I FLOOR, SUPPORTING I FLOOR
UNSUPPORTED CEILING ONLY ROOF AND CEILING ROOF AND CEILING
STUD HEIGHT LFT.
(IN) (IN" (IN)
2X4 10 24 16 -
3X4 10 24 24 16
2X5
24 24 -
2x6 10 24 24 16 1
SIZE
STUD SP
Ij4 DARIO
NEW INTERIOR WALL TO
BLOCK WALL CONNECTION DETAIL
9- 99
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I D.ASS0CIATEIS
1771 INDUS s RiAL ROAD} DOTHAN, AI ABAMA,, 36303
P14,(888) 303-5534-FAX (334 836.1401
wo,vi.idassociatesimcom,
D-0-LORS,
.
Digitallytto
White Copy
'Red- Match PMS 032
Blue- Match PMS 293
Background Painted PMS 293 Blue.
IM
.040 Aluminum Returns
Sty! uric Bronze
COLORS:
FAMININKIM
1" SW Dark Bronze Jewelfte
3M 3630-143
PMS 032
.150 White Lexan
Digitally Printed Logo
Graphics First Surface
SITE LA�
GEMX71 White LEDs
GEPS12-60U-NA
=3630-8168
Power Supply
'I
3mm White ACM Sacks
W
DARK BRONZE
Weep Holes vat Bade
2 Minimum Per Letter
r" 7 V"
REF ANCHOR SCHEDULE
Wfreway wt Removable Lid
Apply Seal For Enclosure
20 Amp Lock -Gut Switch
tEF ANCHOR SCHEDULE
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General -Design is in accordance with the requirements ofthe Fla SM9 Code 7th Ed (2020) for use within & outside the High Velocity Hurricane kne (HVHZ),-This engineering rectifies only the structural integrity ofthose systems, components, and/or other constructionezpexplicitly s er ed herein. • ectr'caInotes details, specifications ae providedb and are the sole responsibility of the electrical contractor, electrrca{revrewhasbeenperfore and nocertification ofsodi isintended. -Structura
l 78,
Notes. as applicable. - Steel components shall be coated, painted, or otherwise protected against corrosion per FK Sec 2203.2/2222.6. • Alum components in contact with steel or embedded in concrete shall be painted or protected as prescribed in ADM1-15(1a), or plarticineoprene spacers provided. - All exposed fasteners shall be S.S. or have a protective coating for corrosion protection. - All welding shall comply with AWS requirements. - Steel welds: Doxx electrodes. • Aluminum welds: 4043 filler ailoy. - Alum extrusions: 6063-T6 or stronger, U.N.O.
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COLOR N(
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FACE
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BACKGRO
FABRIUAIEU UKUH—BAUK FAINLL HAIINILU I M/Al1,11 ['IVIS Z'J,) L5LUL
MOUNTING ANGLE CLIP:
2" X 2" X 3/16" ALUM ANGLE ATTACHED TO BACKER PANEL USING #14 SCREWS
ITEM NUMBER
SW-30LG 1 4STK— PANEL
SW— 42LG 1 8STK— PANEL
E
8'— 3 1 /1
10'— 6
SW-54LG24STK—PANEL
SW-66LG30STK—PANEL
16-8 9/16'
SW-78LG36STK—PANEL•
19,-9 16
13/
ANCHOR SCHEDULE "ALL FASTENERS SHALL BE SPACED EVENLY —
CONCRETE (3ksi) or E18. T ,E..EMBED IN A JE� TAPC.N, (Cr 'Tir") ,
HOLLOW MASONRY R E WITH 2 BED
1 3/8" EXPANSION ANCHORS WITH 3.5" EMBED
KLrLM iu r/An um/Avvw4c,
FOR DETAILS
G H 1
1'-3 15/16" 5" 6'-0 1/8"
1'-10 1/4" 5" 7'-8 3/4"
2'-4 5/8" 5- 10'-3 5
2'— 11 " 5- 12'-10 9/16
3'-5 5/16" 5'— 5 1/2"
QTY or SPACING
MIN (12) TOTAL
.11�JASSOCIATESJ
1771 INDUSTRIAL ROAD
DOTHAN, AL 36303
PHONE: (334) 836-1400
FAX: (334) 836-1401
04/17/2015 RCE3
REVISED: 4/13/20 BY:
MOUNTING RES
II
A"
PMS 293
3M 3630-8168
BLUE
ullidenNIIIIIII1111111
LdwdKinbe..
N IS INTENDED TO BE INSTALLED IN
kNC E WITH THE REQUIREMENTS OF
600 OF THE NATIONAL ELECTRICAL CODE
OTHER APPLICABLE LOCAL
THIS INCLUDES PROPER GROUNDING AND
OF THE SIGN.
ANCHOR SCHEDULE
4 BLOCKING
REQ'D
,CK OF PANEL OPEN
REWAY wl REMOVABLE LID
'PLY SEAL FOR ENCLOSURE
) AMP LOCKOUT SWITCH
/2" CARFLEX CONNECTORS
/ MIN. 8' WHIP TO
JNCTION BOX
ISE 90' CONNECTOR)
� ANCHOR SCHEDULE
SHERWIN -WILLIAMS PAINTS
ZEPHYRHILLS, FL
HOUSE
SCALE:
1:18
PRESENTATION
STD DWG PCK
VIND LOAD:
1 OF 7 1—
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General , Design is in accordance with the Tequirementsofthe Fla Bldg Code7th Edt2020) for use within& outside the High Velocity HurficaneZone (HVEIZ). - This engineering certifies only the structural integrity ofthose systems, components, and/or other construction explicitly specifier! herein. � Electrical notes, details,& specifications are provided by and am tire sok responsibility afthe electrical contractof, No Electrical review has been performed and nocertificatiorc ofsuch is intended. •- Structural designmeets requirementsofA(J 318-14, AISE 360-16, ADMI-15, & NDS-18,
Notes- as applicable. - Steel components shall be coated, painted, or otherwise protected against corrosion per rB( Sec 2203.2/2222.6, - Alum components in contact with steel or embedded in concrete shall be painted or protected as prescribed in ADM1-15(1a), or plastic/neoprene spacers provided. - All exposed fasteners shall be S.S. or have a protective coating for corrosion protection. - All welding shall comply with AWS requirements. . Steel welds: E70nelectiodes. -Alummum welds: 4043 Mir alloy. - Alum extrusions: 6063-T6 or stronger, U.N.O.
00TAMS1 W-Em
5'-- 0 "
1'
2
3'-411-36" 3'-413" 3'-4, ___ ---------- 3'— 413
1— 16 1613,16
4x 6" 10x 2'-6"4'
13 —74
13— 14
2'— 45 — 10'— 35-
L2 L3 L4 L6 L7
8 MODS 6 MODS 8 MODS 3 MODS 9 MODS
0
STACKED CHANNE TIE 9
ON BA -R A
o 6" k S
001
1 1/4" X 4" NOTCH
�_OR MOUNTING CLIP
-a
Uj r
0-<:3
'TYP.)
8
rl� ""
POWER —OUT
LOCATION
OT
co
110
ALL WIRING WILL BE
0
C0k e'4
CONCEALED INSIDE WIREWAY,
ATTACH GROMMET 10 LETTER
WIRE HOLES
+i
0
vh
LOGO L7 0
+1
85 MODS E GEMX71 0 Qj
(1) GEPS12-60U—NA POWER SUPPLY
L1
7 MODS X Cq
0
E
4�'
oQ
o
5'— 0I F ---------------------------------------------------------------------------- L 5 F it
L10 L12 1 1 L14 L15 �e
1 1I
4 MODS 3 MOD' L ----3 ---M--ODS — ____j 12 MODS 5 MODS
L8 L15
54 MODS GEMX71
4'-6 C' (1) GEPS12-60U—NA POWER SUPPLY
2 6
Lnit
CUSTOMER: rN >' w
o
AM
D AIS 0 cl AT E s SHERWIN—WILLIAMS PAINTS 0
1771 INDUSTRIAL ROAD
DOTHAN, AL 36303 LOCATION: PAGE LAYOUT:
PLn
LOGO HONE: (334) 836-1400 L8 L9 L1 1 L13 FAX. (334) 836-1401 ZEPHYRHILLS, FL SW— 54LG24STK— PANEL
31 MODS 15 MODS 3 MODS 4 MODS 8 MODS _6A_TE— ACCOUNT MANAGER: ITEM NUMBER:
BY:
WIRING DIAGRAM
20A 04/17/2015 RCB HOUSE STD DWG PCK E
PHOTOCELL c)
1) ACTUAL CHANNEL LETTER POPULATION PLACEMENT MAY VARY FROM THIS LAYOUT LETTERS TO BE DAISY CHAINED LINE
REVISED:4/13/20 BY: SCALE: WIND LOAD:
TT SWITCH . POWER IN MOUNTING RES 1:18 > x
2) GE TETRAMAX LAID OUT AT 2 MODULES PER FOOT 139 TOTAL MODS OF GEMX71 L (BLACK) LOAD(RED) POWER SUPPLY —REVISED-- E:
: 7/20/21 BY: APPROVED BY: APPROVED DATE:
3) EACH PS 12-60U--NA POWER SUPPLY CAN RUN UP TO 120 MODULES (2) GEPS12-60U—NA REO'D NEUTRAL(WHITE) MOUNTING RES
MOUNTING ��I� T REVISED: 4) LAYOUT BASED ON A 5" CAN DEPTH 120V/277V 0.65/0.29 AMPS EA GROUND(GREEN) , :RE :!� BY: ESTIMATED WEIGHT: SHEET: REVISION: Lu <
5) DIMENSIONS ARE IN INCHES UNLESS STATED OTHERWISE 120V/277V 1.3/0.58 AMPs TOTAL 5 OF 7
z
General• Designis in accordance, with the requirements of the F"Idg Code 7th[d (2020) for use within& outside the High Velocity Hurricane Zone (EIVI17.). -This engineering cerfifiesonly the structural Integrity ofthose systems, components, and/or other construction explicitly specified herein. Electrical notes, details specifications are provided by and are the sole responsibility of electrical contractor. No electrical review has been performed and no certification clench is intended. •- Structural design meets requirements ofACI 318-14, AISC 360-16,ADY11-1 5, & NDS-19,
Notes. as applicable. - Steel components shall be coated, painted, or otherwise protected against corrosion per FB( Se( 2203.2/2222.6. . Alum components in contact with steel or embedded in concrete shall be painted or protected as prescribed in ADM1-15(la), of plasti(Mpoprene spacers provided. -All exposed fasteners shall be S.S. or have a protective coating for corrosion protection. - All welding shall comply with AWS requirements. -Steel welds: [70xx electrodes. -Aluminum welds: 4043 filter alloy. -Alum extrusions: 6063-T6 or stronger, U.N.O.
mm
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