HomeMy WebLinkAbout5440 20th Stp -7 0 05
9-HO 20-CA- Z*
Lbs i - 7 (garo
GARAGE BEDROOM CONVERSION
CRU GON ALEZ
5440 20TH ST.
HYRH I LLS I FL
Parcel #: 12-26-21-0020-00200-08130
H >
ENGINEER OF RECORD:
Myron Max Neal, P.E.
FLORIDA LICENSE NUMBER: 86663
37828 SKY FdDGE CIR.
DADE CITY, FL 33525
Phone. (813) 919-0665 Email: _cam
Sheet List Table
Sheet Number
Sheet Title
1
Cover
2
Floor Plan
3
Elevations
4
General Notes
.��.- c"EN
* • NO 86663
STATE OF ,• 40
1 Ifi9413Y CERTIFY THAT I HAVE R BV ED
TH15 PLAN AND FOUND IT TO HE IN CDMPLIANGE WITH A5GE 7-I6 AND
THE 2020 BKVIN6 CODE TM EDITION
A
r k.�
2
1-1-�
CD
C0
U-
W
E
>1
C-
06
40D
C13
C%j
C)
C-
CL
0)
r-4
C%j
C>
Lo
C)p
low
m
2-
E
co
04
FLOOR PLAN
1/2' = V-0"
DOOR AW WHLL WITH Olt
5EE DETAIL THS 91EET
ELEGTRIGAL PLAN
112' = V-0"
I KALL LEC-eV I
111111, 11!1� .
51
I NEW 2W FRAME KMI
DRILL 3/4n DIA X b" DEEP HOLE IN EX15TIN6 LINTEL
CLEAN HOLE5 TO MANFATURE5 5PEGIFICATION5
IN5TALL #5 REBAR 41 OG
it
LU \13
A
11
If
It
it
H
U-1
If
If
No".
I
It
If
fill
Jill
A
At -4 A
DRIH 3/40 PIA X bw DEEP HOLE IN EX15TINC7FOLNOA
CLEAN HOLE5 TO MANFATURE5 5PECIFICATION5
IN5TALL #5 REBAR 4' Or,
OVERLAP RE13AR MIN OF 25"
PROPOSED EXTERIOR HALL HASONP--'r PLAN
1/2" = V-0"
014 MAX*
No 86663
V.
STATE OF
ei -
si
;Q;fdffr#;9 —
le'u, loll
all
E
8
E
0
co
LJLJ
CG
M LLJ
Z
0
x cwo
w
C13 w
LQU
Lju
o.
j
2§
0 0
U3
__j
LL-
CL
0
cn
hi
z
C)
m
LIJ
-)
0
cr-
a_
0
C/)
w
w
rq
>
LLJ
;z
0
0
LL-
Cl)
X
c6
0
IF-
0
o
C)
W
LLJ
m
C-)
w
0
0
.j
LL.
DRAWNG
-
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — —
I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
FRONT ELEVATION
1/2' = 1'-O�
CD
?-1
T�
ca
0
Lij
c1r)
:9 (D
CO
LL_
C13
CL
(D
C
04
CD
LL.
C13
-E
CL
4)
15
04
C)
2
a.
C�p
00
co
V7
C%j
C"
F__
L - — — — — — =4
L
EXIST. NNDOW
F
L-------------------------------------------------------- ---------------
LEFT ELEVATION
112' = 1�-O"
Basic Buildine Structural Information
Tim W& was prepawd w.WWoullmd Cakulaw Mw Softwam availabl: fmm wwwwm&aks cm
This inforniation was created in accordance with Chapter 16 of the 2020 Florida Building
Code The Cornponent and Cladding Pressures were generated using the method in Part 2 of
Chapter 30 of ASCE 7-16.
Floor & Roof Live Loads R-3 - Single -Family Dwellings)
Attics: 20 psf w/ storage, 10 psf wJo storage
Habitable Attics, Bedroom: 30 psf
All Other Rooms: 40 psf
Garage: 40 psf
Roofs: 20 psf
.(BaIg "n and Deck live loads are 150% of the adjacent Wace served.)
Wmd Design Data
Ultimate Wind Speed: 137 mph Nominal Wind Speed: 106 mph
Risk CategorT. H Wind Exposure: B
Enclosure Classification: Enclosed End Zone Width (a): 4.00 ft-
Internal Pressure Coefficient: 0. 18 Roof Geometry: Gable
-Roof Slope: 4.0 in 12 ( 18.40 Mean Roof Height: I] fL
('17he Ultimate Wind speed was used to determine the Component and Cladding design
pressures.)
(This Building is not in a Wind -Borne Debris Itegion, and opening protection is not
required-)
Components and Claddim
Roof Zone 1:
Roof Zone 2e:
Roof Zone 2n:
Roof Zone 2r:
Roof Zone 3e:
Roof Zone 3r.
Overhang at Roof Zone 1:
Overhang at Roof Zone 2e.
Overhang at Roof Zone 2n:
Overhang at Roof Zone 2r
Overhang at Roof Zone 3e:
Overhang at Roof Zone 3r:
Wall Zone 4:
Wall Zone 5:
Design Soil Bearing Capacity:
+16.8 psf max.,
-51.2 psf min.
+16.8 psf max.,
-51.2 psf min.
+16.8 psf max.,
-74.7 psf min.
+16.8 psf max.,
-74.7 psf min.
+ 16.8 psf max-,
-74.7 psf min.
+ 16.8 psf max.,
-88.8 psf min-
-58.7 psf min.
-58.7 psf min.
-82.2 psf min.
-82.2 psf min.
-96.3 psf min.
-112.7 psf min.
+27.7 psf max.,
-30.0 psf min.
+27.7 psf max-,
-37.1 psf min.
2,000 psf
Ott M A)(*
No 86663
STATE OF
0
M lip
Oro
Is Im
E
8
Uj
E
V31
13r-
0,
100
- 00
a
.7
C-)
W
&
ca ui Cj
(5 22
:�:i
ro=
LL_
:z=3 0
= n LL_
LU
d
X W W_
co >-
IX
W
CV) M �e
W CO
2Q LCU3
W
0
:z
0 0
W
0
iT)
5�
LL1
C"i
LIJ
0
F-
<
ft�
CL
<
n
0��
Q
0
:z
0
W
W
__j
0
U_
CO
Cd
0
0
0
CL
W
LLI
W
Q9
0
U)
0
F_
W
.j
W
DRAWNG
3
OENERAL INFORMATION
TERMITE PROTEGTION
1,1
It is the contractors responsibility to determine erectim procedure and sequence to emure the
1-1
A perinsient sign Which identifies the termile treatment provider and need for reinspectim and
sakly of the building and its component parts during consiructim.
treatment contrad renewal shall be provided The sign did be posted near the water theater or
electric Panel-
1.2
All work is to be it= in a neat wakmanlike manner by qualified skilled craftmien. All contractors
1-2
Condensate and root down spouts shall discharge at least T-W away tom building side wells.
and mibcoritractors must be Properly insured-
1-3
kigaftVSKirilder systems including all risais and spray heads shall not be installed witfiin 1--W of #0
1.3
Care shall be takeri to asawe that the pmject site is safe and that debris is removed or collected in a
Wilding side walls.
secure enclosure.
1-4
To proAde for inspection for termitai infastation, lthe &tam between we, covering and final earth
1-4
The work of this project shall include all necesmy labor, materials, licenses and permits required
grade shall not be less than six inche& Exception: Paint or decorative cementious; finish less then
to complete the work as indicated by the drawings and specifications in a good and wakinardike
5V thick adwed directly to tie foundation wall,
manner.
1.5
The Bid for the work shall include that work associated with the raiwation of the prDject
1-5
Inilial treatment shall be done after all excavation and bark fill is coonplerle.
that is generally indicated on, but is not necessarily limited to, the drawings and applicable
specifications-
1-6
Soil diMurbed after the Wfial treatment shall be retreated including spews boxed for fanned.
1.6 All work shall be in accordance with the requkaments of the lated editions of the 2020
Florida Buildiing Cod% 2020 Ronda Mechanical Code, 202D Ron& Plumbing Gods,
National Electrical Code and Life Safety 101 Code all as other applicable codes and
ordinances Accessibility must rneet the requirements of the 2020 Fhl& Building
Code.
1-7 All prospective contractors and subcontractors shall visit the prernises; in order to become
thoroughly familiar with the work arid working condifiarm Bid amounts shall include all work
associated with the vanous components of the work described on the plans whether shown in full
and complete detail or not
1-8 Cost associated with applications for all necessary permils and the actual costs of all
necessary permits are to be included as a part of the work and shag be hxluded with bid
amounts.
1.9 The contractor shall be solely responsilile for proper and acctrale layout of fines and grades
necessary to accomplish the work in a good and worknianlike manner The contractor shall
verify all dimensions and figures indicated on the drawings before laying out the work and will be
responsible for any war or inaccuracies resulting from its failure to do so. The architect
assumes no responsibility for brying out the work.
1-10 Electrical, plumbing and mechanical subcontractors shall provide for additional engineering
(if required) and shall sectire all necessary permits, pay all associated fees and
arrange for all necessary inspeclions #4 may be required.
1.11 All materials used in the work shall be as specified- In the absence of specifications for any
materials required for the performance of the work, materials; used shag be the best of their
respective kinds-
1-12 Any deviations from the drawings and specifications must be approved by the arctdDd prior to
construction- Any deviations that am riot approved shall become the sole responsibility of the
contractor.
1.13 All materials, vistems, and construction components shall be installed in accordance with the
manufachrWs published instruch= and spedficabon& The contractor shall coordinate the work
of all trades in order to assure proper clearances and coordinatim of the work.
1-7 Boxed areas in concrete floors for mbsequent installation of jraK etr_, shall be me& with
permanent metal or plastickirms Permaneritfornismustbecif asize and depth thatwill
eliminate the didirbarm of soil after the inifiel treatment
1-8 Minimum 6 mil vapor retmAer must be installed to protect against rainfall dihition. If rainfEll
occurs before vapor retarder placement; relreatinent is require
19 Concrete over pour and mortar along the foundation perimeter must be removed before
exterior sd treatment
1-10 SW treatment must be aplilied under all exterior concrete or grade within 1*-(r of the structure
skis wells.
1-11 An exterior verfical chemical banner must be installed after construction r. complete gwkxfmg
landscaft and irrigatim. Any soil dishirbed after the vertical barrier is applied shall be
retreated
1-12 AN buildings are required to have pre-oonstruction treatment
1-13 A carlificalat of conripliance must be ismW to ft budding department by a kerised ped control
company before a ceirlificate of occupancy will be issuecl. The certificate of compliance shall
state: The building has received a complete treatment for the prevention of subterranean
lenniles- The treatment is in accordlerice with the rules and laws of the Florida Department of
Agriculture and Consumer Sffvkm-'-
1.14 Afier all work is completed, loose wood and fin must be removed tam below and within 1-w of
the building- This includes all grade stakes, tub, trap boxes, tam, shoring or other cellulose
containing material.
1- 15 No wood, vegetation. stimps, cardboard, trash, at., shall be buried witliin 164r of any
building or proposed building.
GONGRETE:
3-1 Cooncrete to be normal weight with the following minimum compressive streingthis at hrenly�t P8)
daK-
(A) Footings, slab4in-grade, slab fill - 3,000 psi
(B) Masonry tied cells, wall be beam, and fie columns - 3.5DO psi
3-2 Concrete shall be ready -mix per ASTM C94 as follows-
1.14 It shall be the responsibility of the contractor to property store and protect all materials delivered to the job (A) Plortlaridwrient -ASTM C150
site Any loss of any nature shall be bonne by the contractor (0) Aggregates ASTM C 33 (3/4 max)
(C) No calcium chloride
1.15 The pimises and work areas shall be maintained in a reasonably neat and orderly condition and (D) Air Entraining ASTM C26D
shall be kept kee from acatimulations of waste and debri& The contractor shall be responsible for (E) Water reducing ASTM C494
removal of all trash, waste and debris from the projed site and shall dispose of same in a proper (F) Ry ash ASTM C618-78 class F
and 60 manw-
1.16 GasDline, hiel oil, Paint thinners and all other hazardous materials shall not be stored inside of the
premw& Use of such piDducts or products containing such components shall only be used with
adequate and proper venfilatim and shall be dispensed froin containers approved for such use- The
contractor slid maintain all necessary Material Safety Data Sheets (MSDS) on lthe project site for all
products requiring same.
1-17 The contractor shall comply with all applicable rules and regulations; of OSKk
1.18 The contractor shall pruvide and mairitein all necessary temporary shoring or bracing as may be
required to prevent damp to to owner's properly or ir� to Person&
1-20
121 The contractor shall not commence work unfit the Owner has been provided with a cerlificate of
instirance indicating appropriate minimurn insurance coverages-
1-22 All work shall be guaranteed by the contractor for a period of one yew with exception of products
and components whose mamilectiffers provide for additional warranty andfcr guaranty penDds or
as may be otherwise specified hereirL Prior to final payment the contractor shag Vnivide an
originally signed guaranty for the work and other applicable warranties and guaranties to the
Owner.
1.23 A foundation arvey slid be performed and a copy of the survey shall be on the site for the
building inspectors use, or all property markers hall be exposed and a string strelclied from marker
to marker to ve* re"ed setbacks
3-3 Prepare and place, concrete in accordance with the American Cmiciele bdh& (ACI)
Manual of Standard Practice, Parts 1, 2, and 3, including recommendations for hot
weather concreting and ACI 318 Building Code reWiremetils for reinforced concrele.
3-4 Required dump range at discharge end of truck equals �-) three (3) to fivie (5)
inche&
3-5 Conlraclorshall ve* lowfions of all openings and deeves, slab reames, etc, asrequired by
other trades before concrete is placed-
MA50NARY
4.1 Holm load bearing units shall collb 11 to ASTM C90, normal weight N2, with a minirourn
compressive drenglh of 1.500 *
42 Bond interseclitV masonry walls; by either hying 50% of the units at tie irtarsections in
an ovedapping masorry bond pattern with alternating units bearing Ir an the units below
or by histalling C by V rectangular anchin Jormed frorn 3V reinforcing steel between
a4mentunilsatmaximuniverticalcerin ofW-
4.3 Layallmasonryuhilsiniettilineandgrade, Mortarjointsshalladendthehillwidt1hand
dalffi of face sheft and shall rot exceed 3T thiclaxiss, except for bad joints at bolings
which shall riot exceed WC thick.
4-4
Mortar shag be bjpe M or S and cank)rm to ASTM C270- Mortar shall be used w1hin two (2)
4.5 hours of mixing.
Place all masonry in running bond with three -eights (318) inch morterjoints
CARPENTRY:
6.1 Fwnish and install all rough and finish carpentry, and cabinet work as reqLired to
complelely pravi& for work indicated
6-2 AD lumber and plywood shall have gradet marks and ind and treatment Identification-
63 Presswe treatments shall inckide Osmosak Osmose K-33, Womansalts or Celcure-
6.4 Framing kimber shall be minimurn No- Z Southern Yellow Ph* and shall have
maxiinum moiskire content of 15%.
Fif 1.2D00 psi
FvF= 90 psi
Fe 975 psi
E = 1,600,000 psi
65 Curbs� sleepers, naders, tiurnng lumber in contact with earth, concrete, masonry or *at and all
exposed and unpairded lumber dud be pressLn treated Pn3satire treated lumber shall be
wipregnated with a CGA salt treatment in accordance with F S. TT-W-571 and beer the
knencan WOW Reserves Indiluka Quality Mairk LP 2-
66 Pkm& all necessary anchorage using hot dipped galvanized common or ring shank nads and
hot dipped bolts. nuls; and washers or wood sciews- Staples are not permitted.
6.7 Install all Irming closely filled and waralely set. Wmforce all opening& with headers and bridge
as shown or as required- Space sluds; and hirring at maximum 16" centers- Provide single sole
plates and do" top Odes; of the same width as taming member&
6-8 Nish lumber for interior trim shall be B and Better Douglas Rr Provide stain grade
Install all trim in the longest lengths possible to avoid *k VAw exlenor oorners, cope interior
6-9 corners and caret* scribe work- ovide tch
. woodwork to other a*mt R profiles to me existing
as closely as possible and anctior all trim work wilti Inin headed nails setpst below the tWs
surface-
ELEGIRIGAL.
16.1 This electrical design is intended to meet the requirements of the National Electrical
Coda, the local building department regulations; and the electrical utility
162 Wring devices are to be specification grade.
16.3 Contractor is to provide cost options to the owner for - energy saving lamps
and baled vs; elecirroriie-
16-4 The cordractor shall Affnish all maierK labor, tools, equipment and work
required fir installation of a complete electrical qr.4ern including lighting and
power distribution, bleptiorie conduk interior and exterior lighfing, as indicated
on drawings All work shall comply with the standards of the hilest adopted
edition of the National Electric Code and all work mid mad appruval of all
additional codes and inspecting authorities. Contractor shall investigate work to
be done prior to submitting bid.
- all work shall be done is a neat workmanlike manner by
16.5 IndaUlon.
16.6 All dimerisions must be verified by the contractor and responsMty
assurned for accuracy.
16-7 All minor work necessary, although not shown, to make ft cornplete electrical
installation shall be considered a part of the contract
16.8 Panel board tobe square d or approved equal with door unkmotherwise
specified (locking door. if required by Owner)- Install typewritten. twocolumn
direcklies made each panel -board indicating what each circuit serves.
16-9 All wire to be copper and no wire smaller than #12 awg gauge shall be used on this
ratallation. (exception low voltap wring as required) no aluininum wire to be
used with the exception of the power company feeder line(s).
16. 10 Switches: swilcim controlling panels, load centers, or motors shad be heavy
duty square D, ITE, or approved equal- Multiple mams dud be idenfified as
main #1, main #2, etc.
16-11 Electrical contractor shall in" all exhaust fans, ductwork to be pruvided and
installed by HVAC Contractor.
MEGHANIGAL
15.1 The entire iristallabori shall oonform to the requireinertli; of the Standard Mechanical Code,
NFPA 90A and NFIPA 96, SMCNA, ACCA, and The Energy Efficiency Coda for Building
Construction, wed editions-
6.10 All plywood that is used for sheat1hing dug be a minirnum of four plys and unless otherwise 152 Therincistals; dud be mounted at5T &F-F whereshown on the planss.
specified or required to match an eAsting condilim shall be nominal 5V CDX struchrally rated for
the condition- 153 Coordinate and verify electrical characteristics of equipment with the electrical contractor.
6.12
AN plywood that is to be exposed, finished or riot shall be Douglas Fr A/C grade. Unless
otherwise specified or required for ft existing condition, all finish plywood Shall be 3/4! thick.
AN Plumbing, Electrical, and Mechanical rough -ins must be complete, inspected, and approved
before reque*V the framin inspection -
THERMAL �t M015TURE PROTEGTION:
Exterior Sealants- Vulkem 116 or Sonnebom NPA
Interior Sealants Dap Acrylic Lalex or Pecora AG-20-
Plumbing Fixture Sealant Dow Corning 8640 or G.E. 1700 Series
Indall sealantr. in accordaiince with manufachinjes directions
15.4
15-4 Provide sheet metal weather covem at penetations and factory curbs for installation of
all roof top or wall mounted equipment
POOR AND HINPONS
8.1 l4ew interior wood doon; as scheduled
8-2 Pill metal do= we fm be as scheduled
&3 All exterior windows and glass doors are required to be tested in
accordarice with ANSI1AM1AkWWDA 10111S2 Standard arid bear
an AMMA or WDMA label iden9ft the manufacturer,
performance charactenstim and appivited "duct testing a*
8A All exterior windows and doors shall be anchored per ptiblished
manufacturers recommendatioris to achieve the design pressure
specified-
8-5 Mullons and adjacent door assemblies me required to be tested or
engineered to transfer 15 ftes; the designed loaft to the rough
opening substrate -
GABLE STRUCTURES
HIP STRUCTURES
atk MA)(
\-X 4i-
No 86663
V :4: Z:
STATE OF 4u
jr:-fKOR
I HEREBY c.BznFY IHAT I HAVE REVIE10ED
TH6 PLAN AND FOW IT TO 13E IN COMPUMGE HTH A5GE I -lb AND
THE 2020 MIXIM GOVE 71TH EDITION
E
Uj
E
0
C)
W
Ca ri n
(1) Ca W
Uj
E
LL.
z U-
LLJ
0
W
X WCO >- i�
Cc =
W
W
W
W
0
I
U-
LO
qp�
Q0
C?
0
Ld
00�
LLI
Ld
U
LLJ
D
0
<
<
0
C/)
W
W
LLJ
:z
0
c
LL.
Cri
0
0
0 C14
C�'
LO
W
LU
C)
Ca
W
0
CD
U)
LLJ
0
z
W
;z
W
C)
DRAVVING
4
iTi -T- -F--
F, IT ill 1, 1 � I i, � i, i F i T, T; 777, 1