HomeMy WebLinkAboutSTEFANAKIS RES.-HVAC LAYOUTPRODUCT
OPENING
PRODUCT
MANUFACTURER
MODEL#
APPROVAL#
GLASS
ATTACHMENT METHOD
MEAN
ANNUAL
DESIGN
DESIGN
LOAD
(mph) oit"els% NA
CATEGORYI
TYPE
do th°
n
PRESSURES
PRESSURES
INDEX
TEMPI
NA
c
NA
.
(WORSTCASE)
NA
NA
NA
SUDING GLASS
ZONE4-97.6
_Ipp
PGTimiximIES
5570/2770
NOA#
IMPACT
)V'ULTRACONS@216'MAX O.C_,6-ON CORNERS,
DOOR
ZDNES-535
17-SM06
1
13/8" MW_ EMBEDMENTAND TO DISTANCETO EDGE
HORIZONTAL
ZONE4.475
-110
PGTINOUSTRIES
HR -SM
NOA#
IMPACT
3/16"1.11TRACON@19' MAXO_C_8" MAX FROM
SLIDER '
ZONES -53.6
17-041108
CORNERS, 4" FROM WEEPHOEES, 6"MAX FROM
-
aL-Ce,
.e
R-4 L&t
BOTTOM, 1-3/S" MIN. EMBEDMENTAND 1^ MIN, EDGE
1/7r
DISTANCE
CASEMENT
ZONE4-97.6
-GSA
PGTtNDUSTRiES
SERIES SS40
NOA#
IMPACT
3/16"URRACONS@ 17" MAX O.C-,WITH S-3/8'MIN.
WINDOW
ZONES -53.6
17-061416
= -
EMBEDMENTAND S"DISTANCE TO EDGE
PICTURE
ZONE4-47.6
-110
PFr INDUSTRIES
PWSS2D
NOA#
IMPACT
3/16'ULTRACONS@ 15' MAX Or -,V' ON CORNERS
WINDOW
ZONE 5-S&6
t
141126.10
WITH 13/8' MIN. EMBEDMENT AND TO DISTANCETO
EDGE
MUL18AR5
ZONE4.47.6
-130
PGTINDUSTRi6
CUPPED
NOA#
IMPACT
31"TAPCDNS@8"O.C,WRHI-3/4'MIM
ZONES33.6
EXTRUDED
17-0630A1
EMBEDMENIAND 2'DIS(ANCETO EDGE
„9x•7-6'TIL
MULLION
GARAGEDOOR
-091
42
CLOPAY
MODELS203 WB
FL#
IMPACT
S/ 16' X 33/8" LAG SCREWS @14"MAX O.C.
-
•
16107A3
a
�1\cvtZ '`v
1
GARAGEDOOR
-09.1
-42
CLOPAY
MODEL76W6
FL#
IMPACT
5/16"X13/8"LAGSCREM @le MAX O.C.
--
165465
DOOR
ZONE4-47.6
THERMATRU
FIBER CLASSIC
FL#
IMPACT
XOTAPCONS@ 145'MAX. O.C, 6' ON CORNERS,
ZONES -53.6
SMOUTHSTAR
.20468.8
1-1/4" MIN. EMBEDMENT 35" MIN.CLEARANCE TO
O
-'
....CST".,
G
Z G I/)•' G
Neo L 6
81-FoGD
MASORY EDGE,4^ MIN. CLFARANCETOADIACENT
�
6C DCn
68
G5) _
S�t�t o
ANCHOR WITH e &8' CENTER CLUSTERS
ROOFING
ZONE 1-3&1
107-7
METALSALES
Zr WL IMAGER
FL#
N/A
#10.12 PANCAKE HEAD SCREWS @]2" MAX O.0
ZONEZ-SLS
MANUFACTURING
PANEL
1156D.5
j
, �•, „
4
•
ZONES -77.3
JQ 01
ROOFING
ZONE1-361
-150
TRIBUILLTROOF
UNDERLAYME4T
FL#
N/A
SELF -ADHERED
ZONE2-SLS
UNDERLAYMENIS
16046.1
1
O
ZONE 3-773
g- IS EAT
u.V nnnvu c VVn=VIM. AMv w VLVVAL rUn we Ur rKUUULISMIW FURT11I55TRUCTURE THE ACCEPTANCE OFTHESE PRODUCISAND METHODS OF
ATTACHMENT ARE BASED ENTIRELY UPON T67 DATA PROVIDED BYTHE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEERS CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY
THIS OFFICE FOR THESE PRODUCTS.
zti,'-a z'o
a
o • I 1 • e vI
DESIGN
SUBJECTTO DAMAGE
FROM
WINTER
DESIGN
ICE BARRIER
UNDERLAYMENT
FLOOD
AIR
FREEZING
MEAN
ANNUAL
Frost Ilia
LOAD
(mph) oit"els% NA
CATEGORYI
MezK IT -
do th°
n
REQUIRED"
HAZARDS9
INDEX
TEMPI
NA
c
NA
Negligible
I
DRYWALL SHALL CONFORM WITH SECTIONR702.3.1 OF THE FLORIDA BUILDING
RESIDENTIAL CODE.
CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION
R702A OF THE FLORIDA BUILDING RESIDENTIAL CODE.
WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT
GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450_
ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT
PER SQUARE CIENTIMETER. WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN
ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450.
FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND
SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450.
TABLE R3012(1) - --
CLIMATIC AND GEOGRAPHIC DESIGN CRITFRIA
GROUND
SNOW
WINO
WINO DESIGN
Speed° TopoOraphio
DESIGN
SUBJECTTO DAMAGE
FROM
WINTER
DESIGN
ICE BARRIER
UNDERLAYMENT
FLOOD
AIR
FREEZING
MEAN
ANNUAL
Frost Ilia
LOAD
(mph) oit"els% NA
CATEGORYI
Weatherl •
do th°
Torrhi(e° TEMP'
REQUIRED"
HAZARDS9
INDEX
TEMPI
NA
Sce Fg R301.2(4)
NA
Negligible
NAS
NA
NA
NA
1/4'
TA -0 O
N -I
D -
N
Certification for DeslQn Load Compliance
1. DESIGN CODE: Flodda -R.Fdil gt,-I rAL code 2017 Edition w/20_ supplements using ASCE 7-10
2. Structure Design is: �<_ Enclosed _ Partially Enclosed - Open Building
3. Risk Category: _I TSH _ III _,IV Exposure Category. _B K C `D Adjustment coefficient I IZ f
4. Design Wind Velocity LALmph _ASD _MFD End Zone Width X
5. Mean Roof Height• ZO ft. Roof Pitch: �o 12 Parapet fL
1
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. R @ 3'�'MRH (worst case)
Zone 14�t_/Zone 2:- i9 Zone 3:-it_(oZone 4:-a-7,�Zone 5:-S% Sarage: tel
7. Design Loads: Floor. 5 PSF Roof/Dead: !.F- PSF Roof/Live m+6_ PSF Balcorry: -PSF
Dock: -PSFDeck: _PSF Stairs. _PSF Fence:_ PSF Falling:_, PSF
S. Were Shear Watts Considered for Structure?i1Yes _Not Applicable Explain Why Not
S. Is a Continuous Load Path provided? ZYes _Not applicable Explain Why Nor.
10. Minimum soli hearing pressure 2000 P.S.F.
STRUCTURALNOTE$:
1. STRUCTURAL LUMBER TO BE HEM -FIR *2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE.
z CONCRETE TO BE 3000 P.S.I. MIN, FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND
FOOTINGS 702500 P.S.I. MIN,
3, REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 30' MM. LAP,
4. CONCRETE COVER OVER REINFORCING STEEL:
FOOTINGS- 3'
BEAMS I -11z
COLUMNS 1-112-
6. FILL (SOIL) SHALL BE PLACED IN UFTS NOT TO EXCEED 12' AND COMPACTED TO A MINIMUM OF 95%
MODIFIED PROCTOR DENSITY.
6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND
FORCES PER THE FLORIDA BUILDING CODE
7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE
FLORDA BUILDING CODE 2017 EDITION PER VNND LOAD COMPLIANCE DESIGN PRESSURES -
8. PRECASTIPRESTRESSED CONCRETE LINTELS TO HAVE 6-MMIMUM BEARING. SEE LINTEL SCHEDULE FOR
ADDITIONAL INFORMATION.
a. MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TO ARTICLE$ 11 AND 2.6 A OF TMS 6021ACI 630.0IASCES
10. FOR METHOD OF ATTACHMENT OF DOORS AND WINDOWS, SEE ATTACHED PRODUCT RENEW AFFIDAVIT.
11 ALL LUMBER IN CONTACT WrTH CONCRETE SHALL BE PRESSURE TREATED PER SECTION 2303.1-9.1 OF THE FLORIDA
BUILDING CODE.
'NOTE ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM
Z -MAX COATING OR BETTER
to
SLP,
-
L4 &
Or
S-
t\oov. {
IP1<ioWr1' t
s
11
V
tl
Q
ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
42
F: 772 460 44
CHITECTON( C
WWWAR CINC. OM
'A " STATE REG # AA26003348
If
COPYRIGHT 2017
PROJECT
07 b•t4�CAti+SaM d? IFGt=�SES o' O
iC�'Z OCl9'fL. . 7-\'T
11
V
tl
S,
,,7
r t
1
,
j tl
�j4Ito
aL-Ce,
.e
R-4 L&t
1/7r
-
= -
--
`]1/� {fin
�.a
-
-
t
Aw
„9x•7-6'TIL
-
•
`
a
�1\cvtZ '`v
1
�2r5�t'�
-
y -
--
I^sa:x"q 4E- - _
�Rr�cC155�
- I G
_
'
17
O
-'
....CST".,
G
Z G I/)•' G
Neo L 6
81-FoGD
I
�
6C DCn
68
G5) _
S�t�t o
o,Z
_L�iuty ..
(-FOL
o:
4 cw. )a. 9;,
P2, .,
j
, �•, „
4
•
JQ 01
O
1
O
g- IS EAT
PAYL
-O
ps
GL
L
9C PIESlot
.
I
00
ens
-
t `
Z�+$f
A"nus
3- A
er
co 3 oc R ( i_o. .,
,
10
=I
ON,®
15•
1
°
c[a_ la4 CaFFE2 GLG. N
i
rr
I
'r,
'
-
_ oA 66 it i
-
."
I
i
�
4 '�
o
o
i
( 7 --S
s.
m
OD
e
tMMM
LIS
v�/gtDL
LI CSS
EIS' Z to
tz- 413-Z
.
q=Cc,
I
Ll0
Ll
aOf
e•
-.,
12!50. 0-04me, SLY -
, USi
.
t-lR
e
7-
o
t) - .'
STEFANAMS
�,,. ESI
`ST_LUCIE COUNTY, FLORMA
I
e's°PLxen� -
LZ
M
Tia a7l�di
11
V
tl
S,
e's°PLxen� -
LZ
M
Tia a7l�di
11
V
tl
,g
e's°PLxen� -
LZ
M
Tia a7l�di