HomeMy WebLinkAboutRevisions OFFICE USE ONLY: h
DATE FILED: I I_ PERMIT# C
REVISION FEE: RECEIPT#
PLANNING chi DEVELOPMENT SER
BUILDING&CODE REGULATION DIV O
p�diVr~D 2300 VIRGINIA AVENU
FORT PIERCE, FL 34982 Z ` % . ✓'
Nov $ 2021 (772)462-1553 `� 4
i ✓a ;' }:;
St.Lucie County
Permitting APPLICATION FOR BUILDING PER I I
PROJECT INFORMATION ,, }
LOCATION/SITE
ADDRESS: - n y`
DETAILED DESCRIPTION OF PROJECT
REV SIOlYS:
C)bel �1 6S f r rv ,, L
C04
CONTRACTOR INFORMATION:
STATE of FL REG./CERT:#: ]2 (� Q - ST. LUCIE CO CERT. 9:
BUSINESS NAME: �C(. c�lav_ /.. cg /-v
QUALIFIERS NAME: A
ADDRESS: oG.:. /V—
CITY: STATE: ZIP:
PHONE (DAYTIME):-- 7—--Z 9 I FAX:
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME- FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME): FAX-
SLCCC: 9123109 .�
Revised 06130117 s.
RE�FI
V
FD
Nov
Or
2021
St e county GRANVIELD. '
e'er • .
minn9
CHITECTS
f683 N.5. JENSEN 35ACH 5f.VD...
J5N5EN 3EACH, FLORRA 34`]5t
PHON51 772-253-6032
FAX: 772-253-5,11-0
November 2,2021
Permit Number:2105-0260(Cabana)
Address: 8801 S.Indian River Dr.
GC:Delahunty Construction&Custom Holmes LLC
Owners:Jeff&Lois Baysinger
To Whom It May Concern:
Granfield Architects approves the substitution of Plastpro door slab(FL-15210.10) and Plastpro door lite(FL-
15210.7)in lieu of Custom Window Systems(FL-16055.1)and Masonite International Corp.(F1-22384.2).
Please find the NOA's attached.
Please let us Imow if you have any questions or concerns—772-283-6032.
Sincerely,
Sf"va4 -Gr
Stewart Granfield-NCARB
Granfield Architects PLLC
Florida,A] 2 -l7 .
In.
r
A
FEED P
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNT(
BOCC
VISION
RECElV�p
Nov ®�2021 GRANFIELD-
St-Lu�;e coon C H I TEC TS
permlthng ry
1683 N.E.'JENSEN BEACH BLVD.,.
JENSEN 6EAGH, FLORIDA 34957
PHONE: 772-283-6032
FAX: 772-283-8150
November 2,2021
Permit Number:2105-0260(Cabana)
Address: 8801 S.Indian River Dr.
GC:Delahunty Construction&Custom Holmes LLC
Owners:Jeff&Lois Baysinger
To Whom It May Concern:
Granfield Architects approves the substitution of Simpson Strap SP1Z in lieu of Simpson Strap SP-4 for the
"Shear/Load Path Wall"shown on Sheet A2 and as specified in the Framing Plan Notes on Sheet A4.
Please let us know if you have any questions or concerns—772-283-6032.
Sincerely,
Sfemra4 Gr
Stewart Granf
Granfie egt� e
Flori 7
Stew &Phg ; orr9
c� 9 .7 •V
_ FRFn p.RG
REVIEWED FOR.
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
VISION
k`,,'
.r,i
�;,��} .
`"
4Y
-.�, �.�
tt;
• , ,;
IS, .......................
37.5"MAX.OVERALL
astproLI FRAME WIDTH A
I Eiji IM!i fli P (3:
11110 li 1 6
5200 W. CENTURY BLVD. Z ez
0 C�OD
Q.
6
LOS ANGELES, CA 90045 Z
"I fill%& 0 mR 0 On lop
cq-:.!2
d CD 0) -Z
Smooth Wood Grain / White Wood Grain C" E Z g 0 G,
5 q OD.
Rustic /Mahogany Fn G-G.
C11
2:-C
Series 0 Fiberglass Door E Oz
Q�
OUTS WING
IiimpAcr
Q, C,-
GENERAL NOTES
oz
< 0(n
I This product has been evaluated and is In compliance With the 7th Edition(2020)Florida Building w0 M Code (FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). > d
O W11,
X
-S 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base am Q
material shall be beyond wall dressing or stucco. X o I 0 i2
0
3. When used in the"HVHZ!'this product complies with Section 1626 of the Florida Building Code and
does not require an impact resistant covering.
4. When used In areas outside of the"HVI-IT'requiring Wind borne debris protection,this product
complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering.
This product meets missile level"D"and includes Wind Zone 4 as defned in ASTM E 1996 and FBC
Sections 1609.1.2.2&R301.2.1.2.1.
5. For 2x stud construction,anchoring of these units shall be the same as that shown for 2x buck masonry w w
Z
0
construction. L')
W
6. Site conditions that deviate from the details of this drawing require further engineering analysis by a
licensed engineer or registered architect.
7. Outswing configurations meet water infiltration requirements for"HVHZ". a_CL(L——— Z
DESIGN.PRESSURE.1.(P.SF) DESIGNFPRESSURE(PSf) Z
TABLE OF CONTENTS AX;71-
B::
LL SHEET# DESCRIPTION ml�POLY-FIBER JAM --WOOD. M
Typical elevation,design pressures,&general notes DIMENSION At �� po� ?k� NEGATIVE.:TIVE::
Z
2 Door panel details a Z 3 Horizontal&Vertical Cross Sections(2X Buck) DATE--02119113
2 -65.0 +6 60.0
< 37.5"x 97.0 +65.0 O-OT -
4 Horizontal&Vertical Cross Sections(I X Buck) SCALE. N.T.S.
5 Horizontal&Vertical Cross Sections(Direct to Masonry) DWG.BY. JK a)
6 Horizontal&Vertical Cross Sections(Direct to Masonry) See sheet 2 for hardware design pressure limitations CHK En. LFS
Vertical Cross Sections(Thresholds) —NO.:
8 Buck and
frame anchoring DRAWING FL—15210.10
9 Bill of materials and components 0
SHEET 1 OF
FOAM CORE
0.4"
DOOR SKIN A(Y' = .��:Y n
r U)
EXTERIOR _ J=�n
�N:9 z Y'cp� vi °n
"'. TOP RAIL v% q�� $� $m'a
.. .. !2- (COMP.) ��i�• -....-•-i o m u
I I
I
n
INTERR on
O
N .m
o
LATCH STILE(LVL) C P(PVC) N a v_ Z o z w.
CAP(PVC) 4..", (LVLJ o o tm m m
1 HORIZONTAL CROSS SECTION n a N M s°L m
mDav
ci
2 5 5 �o
a " r oz
• �w
35.7S'MAX.
DOOR
PANEL WIDTH
2 a.• 0
J
0 2 9 co
0
_
• O
oS w
:•': W ..
.-MAX, ..:
DESIGN '° m
'MANUFACTURER MODEL
.....:::: ,.:;.: O
A �+ KNOB: SIGNATURE SERIES �I o
KWIKSET DEADBOLT: SIGNATURE SERIES(980) ±65 o a
o INTERIOR EXTERIOR a a
SCHLAGE KNOB: "F'SERIES(FSl) ±65 V)Y Y}
n p DEADBOM "B"SERIES(B60/62) >>m
E _
z BALDWIN HANDLESET/LEVER "PRESTIGE"SERIES ±60 m 4
a DEAD "PRESTIGE'SERIES(380)
� N ona
N O
O
i In ® N fn
x z
_O
to
LL
2 ' FIBERGLASSSKIN o 0 0
a o00
! 0.D-0-
FOAM CORE
SEE HARDWARE ^w z
a
.o TABLE
z
F ry M N^z rj
Z p BOTTOM RAIL DATE:02119113 i
(COMP.) scALE: N.T.S.
40 DOOR PANEL DWG.ar: JK m
a 2 VERTICAL CROSS SECTION CHK.BY. LFS
g 2 DRAWING NO.: N
FIBERGLASS DOOR SKIN:MIN.0.I W'THK.
CORE MATERIAL:POLYURETHANE FOAM (1.9 PCF MIN.) FL-15210.10 m
N
SHEEP 2 OF 9
V
a
I
R:\Clients\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawin9s\FL-15210(2020)\FL-15210.10-14.dwg,3.10
m�
i �.
9 z
m
O 2 ce
C 0 _
ro O
z r r
a
0
CA }
T
Z 503 V.+
•`I -D I'On
p N X W W
V N v A W
O O
W N X O Z UI W
MIrri a y a A P N IJI N a N W N
OT O no ato
AV °Z"2
U3
� - N
of n
to �
O p°
Z
� v 8
-o Z
m "
m
M o v
M a' o
W W rn A
O C
O
a a
'n
�n
1-
0
Ln
n•I V
O
liT1
D.IS"C-SINK Ln r ``�� •SCI.... 7e,
(TYP) '� %v:e* Filse .T
1-1/4"MIN. N0.43409
EMB.JTYP.)
JUIY 27.2020 b.
i o o PRODUCT: Documente Pmpamd By:
` T$ A Lyndon F. Schmidt ��i�••• � �* 6`���
PLA57PR0 INC. Yn i�SSi"•••••"',•a.��
ID i m N FIBERGLASS DOOR P.E. No. 43409 �i01yA �%
w o Z 3 j
PDATE TO 77H ED 2020 FBC LFS2 PDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: BUILDING coNsuLTANT5, INC.
1 PDATE 70 5TH ED. 2014 FBC JK rJ V / P.O. Box 230, VDlrico, FL 33595
> HORIZONTAL & VERTICAL vl Phone No.: 813.659.s1s7
NO BY CROSS SECTIONS (2X BUCK) FBPE Registry No. 9813
REVISIONS
®201 5 R.W.BUILDING UONGULTANT9 INO.
R:\Clients\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2020)\FL-15210.10-14.dwg,4.10
2
M
°
A
D
00 O A
f�
C1.7
o
v Ac
n�
fn
to
to V
T
O N
Z
m
0 0
A -
O
A N
0�q T V
(O f O N
Z V
x a -
c -
n
c A
°O 3�
MT
T
a.
m
M
Q
-i
M
A
v
A W po
O�T
0
I=;a
Q '
n'
rn
O m
Z �
>p
N
n
``��tN a nrr7r7,,i
1-114"MIN. .�`. F,SCHIyj�
EMB.(TYP.) `. v.. �cr+eF
No.43409
July 27,2020
m $y o g PRODUCT: Documents Prepared By:
W.
a i PLASTPRO INC. Lyndon F. Schmidt pis'•FI1D►.%G\`��
Imo' N o K Z\ 3 7127120 UPDATE TO 7TH ED 2020 FBC LFS FIBERGLASS DOOR P.E. No. 43409
o -i 2 7/24 17 UPDATE i0 5TH ED. 2017 FSC JK PART OR ASSEMBLY: /BUILDING CONSULTANTS, INC.
O � v7\ 1 3 9/15 UPDATE TO 5TH ED. 2014 FBC JK / P.O. Box 230. Valrico• FL 33595
DATE BY CROSS SECTIONS(1XrBUCK) vp Phone No.: 813.659.9197
REVISIONS FBPE Registry No. 9813
0 201 6 R.W.Bur .—C.---lwo.
R:\Clients\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2020)\FL-15210.10-14.dwg,5.10
� v
m
4 <
•a"
o-O 4.
�n
o�
�O
�y
T V
A N
O O
Z
O O
N N O
O�q_
yC o O
?. N V N
�a
o� �� N
O A A V
z
N
Z a
` rn
v
m
M n
A_ A
Uf W O O
A
pv
C).m o A
F
=on
00
H
rn O
Z •--I
m
O
147 .
1-1/4"MIN. ` SCHIy���7i�
EMB.(TYP.) �C•
_1. No.43409
July 27,2020
x PRODUCT: Coeumenln Pr,P—d By. �.
B PLASTPRO INC. Lyndon F. Sohmldt �OFpOR�'U\`���
I� I " N FIBERGLASS DOOR P.E. No. 43409 �7�SS�OIyAL1%
Ln c Z\ 3 7 27 20 UPDATE 70 7TH ED 2020 FBC LFS 7rrrrrllttll``
i 3 B 15 UPDATE TO STH ED. 2014 FBC JK PART OR ASSEMBLY: (,��/r{/BUILDING CONSULTANTS, INC.
HORIZONTAL & VERTICAL CROSS 'f �/�/ P•o. Box 230, Valrico, FZ 33595
o w NO. DATE BY SECTIONS (DIRECT TO MASONRY) on. No.: 813.659.9197
REVISIONS FB;PE Registry No. 9813
0 2016 R.W.BUILDING CONSULTANTS INC.
. i
R:\Clients\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL•15210(2020)\FL-15210.10-14.dwg,6.10
PC 7'
c:=O �' MIN.
f•Uri
N ° c
7
7n Z °...
~n
�0�
O O 0
o� H
3 rn P fJf
A
A
0 O D*n O C
Z 4. r 1-114,MIN.
EMB.(TYP.)
m 0n
I° n na \O 70
OWN �oQ
Ow
s F�
Uri¢O o
Z Z y
0a _
�0 r �y
Z26 0 .n...
� O 4. n
02 H o
3 m 125'
6 y MIN.
O
Z z 2.25" 4 1.5"MAX.
11
-to 1.5'
4 MAX.0
O�S Z p-
m 1.5'
(M o Q MIN.
"o z p
°
'?4 m
m
o� H F. 0
Cn vrn
rn z
Z O0
0
9A:E
Ao i0 EMB.(GYP.)
0(Dr-
`O 70
A_ 0
o A �°
A y
dz
C o
•L0 -4 4.,.
�n n
P
�0 �� MIN.
o_Z H > m Z N
3 �^ 4.25' 1.5'MAX.
IT y =z o,
No.43409
July 27,2020
PRODUCT: Documents Prepared
PLAS7PR0 INC. Lyndon F. Schmidt �ii�C •FZORIDI''
IO1 cn o Z\ FIBERGLASS DOOR P.E. No. a3aos
3. 7 27 20 UPDATE TO 7TH ED 2020 FBC LFS j�plyAV%%A%"�•
$ N y 2 7 24 17 UPDATE 70 6TH ED. 2017 FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC.
In 1 3/9/15 UPDATE TO 5TH ED. 2014 FBC OK P.O. Box 230. Valrico, FL 33595
° u NO DATE BY HORIZONTAL & vv Phone No.: 813.659.9197
VERTICAL
SECTIONS (DIRECT TO MASONRY)
REVISIONS FSPE Registry No. 9813
02D12 R.W.SUILDIND C—SUI—NTS INC.
i
R:\Clients\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2020)\FL-15210.10-14.dwg,7.10 r
M
r
v rn
0
m
n
N
n
M
A A
p 0
Z7
CD
A
° p
m
X
--I
m
° O
70
vv
m
n °
r—
n
o °
H V M
n ,p �
O ° 70
w
v °
v.
`ttlltn ulrrr��7
F,sCNMi
�T�f • No.43409.
July 2727,2020
PRODUCT: D....-to Prepared Br.
Lyndon F. Schmidt ��i t`"••�
PLASTPRO INC. Yn
I� cn o \ 3 7 27 20 UPDATE 70 7TH ED 2020 FBC LFS FIBERGLASS DOOR P.E..No. 43409 ir`Q�OINAI.IG`��
y 2 7 24117 UPDATE 70 6TH ED. 2017 FBC JK PART OR ASSEMBLY: CQ BUILDING CONSULTANTS, INC.
O N 1 319115 UPDATE TO 57H ED. 2014 FBC JK rJ L�/r!P.O. Box 230. Valrico, FL 33595
D w NO DATE BY VERTICAL CROSS vV Phone No.: 813.659.9197
REVISIONS FBPE Re
SECTIONS (THRESHOLDS) gietry No. 9813
02016 R.W.BUILDING CDNSUL-NTS INC.
4.9/16"JAMB p DIRECT TO MASONRY HEAD(TYP.) p` * ! '/ �i�
(SEE SHEET 6) `A m
6-9/16"JAMB D
4 6 _an
N, d m ro
z rcrt O
+L
\ M
�&D
''J�TTa*n\\\ o n
L 2X BUCKom3 — a _ a N v z °z
v J 1XBUCK — o e Em m
MASONRY &JAMBS MASONRY
r m=o g ccw
00.
DIRECT TO r'. a` ur� a 0.
OPENING OPENING D
MASONRY
_ TYP.HEAD j u o
&JAMBS — z
w
o ITYP.)
o i2
N FRAME z
0
2X BUCK M 4-9/16"JAMB o _
foU I cip z
^'O N 6-9/16"JAMB O
BUCK DIRECTTO is m
6 MASONRY JAMB w w
(TYP.SEE SHEET 6) am I^n z
F 0
OI O Y
Q OIII < ro
� ¢ m
0 a a
E BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB
Masonry construction m
— �W
24 0
i TOP PLATE N
i DIRECT TO N
MASONRY M w w w o
1XBUCK H 'Ai) W
CONCRETE ANCHOR NOTES: DIRECT TO M 2X BUCK 5g o 0 0
a 1.Concrete anchor localiom at the comers maybe adjusted to maintain the min. MASONRY W F w
edge distance to mortarjolnts. BACK PLATE DIRECT RY ¢¢
a 2 Concrete anchor locations noted as'MAX.ON CENTER'must be adjusted to 1X BUCK H 9 M MASONRY o 0 0
matntoin the min.edge distance to mortorloints,additional concrete anchors 2X BUCK 58 27 1 X BUCK _�
omay be required to ensure the MAX ON CENTER'dimension are not exceeded. BUCK 58 H o
3 Concrete anchor table 1XBUCK H N n w a
MIN CLEA,I:AWE MIN CLEARANQE L 2X BUCK
o 'ANCHOR ANCHOR MIN •
TO MASONRY TO ADJACENT 29 11 DIRECTTO .r o
---. ANCHO& _..
MASONRY ?
ITW 1/a 1 Zia^ x^ a" 2X BUCK11�, STRIKE DETAIL 11 • 11 "'N'zEl
< TELCON® Schlage Hardware DXTE::02N1.TS13 9E ULTRACON1/4^ 1-1/4^ 1^ 4" 1XBUCKITw ® 3l16^ t-t/4 s^ t-t/2^ DIRECT TO HINGE DETAIL uwa 8, JK m'
TA N' MASONRY CHK.BY: LFS 3
n I,WOOD SCREW INSTALLATION NOTES: LATCH AND DEADBOLT oRawwc No.: rc
Maintain a minimum 5/8^edge distance,1"end distance,d I"o.c,spacing of m
wood screws to prevent the spritting of wood. Kwikset/Baldwin Hardware FL-15210.10 0
SMEEf $ OF 9 tV
V
I
BILL OF MATERIALS �,
REM N DESCRIPTION MATERIAL Q"•
•
A 1 X BUCK SG>=0.55 WOOD =(r'4f
4.56' jiu
B 2X BUCK SG>=0.55 WOOD
C 1/4"MAX.SHIM SPACE
ice•• �J�` 1 6 2 6
D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ii�'/`'••.....• ```��� N j
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE '�rlrr*i 1t�`� o m
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 Cq
H • 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STEEL 2.36 2.2" 4.56" c o m a z o z o
v J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL
L #10 X 2-1/7'PFH WOOD SCREW(l.l S'MIN.EMBEDMENT) STEEL 2 WOOD JAMB \ N a '^g m 0.a LL
M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL v >.� w
N 3/16"X 2�/4"ITW CONCRETE SCREW STEEL E `0 Z
P 1/4"X 2-1/4"PFH ELCO CONCRETE SCREW STEEL v
��2.44" 2.13"�
1 POLY FIBER JAMB POLY FIBER
2 FINGER JOINTED PINE FRAME WOOD 0.65" POLY FIBER JAMB
7 WEATHERSTRIP FOAM REACH 1 Plcdpro
9 4"X 4"BUTT HINGE STEEL o �o aZ
11 #9 X 3/4"PFH WOOD SCREW STEEL 4.6" zo wz
e 24 10-32 X 3/8"PFH MACHINE SCREW STEEL 7' otn ¢a
25 DEADBOLT STRIKE PLATE(SCHLAGE) STEEL O�5 m §o
6 27 LATCH STRIKE PLATE STEEL
29 DEADBOLT STRIKE PLATE(SECURITY) STEEL F am m<
30 OUTSWING THRESHOLD ALUM/WOOD WEATHERSTRIP o
33 OUTSWING THRESHOLD ALUM/COMP Endura Force 5 a
34 OUTSWING THRESHOLD ALUM/WOOD a a
40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 34Colu OUTSWING THRESHOLD
H
E 58 #8 X 2"PFH WS STEEL
mbia igh Dam(581) 1 An
U U U
m m m
N N N N
2
> W W W O_
N
N H ti
O ]
4.56' o 0 0
p (� 5.62"
a
I 7'
� z
8
N
LL OHTSWING THRESHOLD n N^o 0
OUTSWINGTNRESHOLD 3Q z a
$3 Endura(Z-Series) DLP(QOSR) DATE:02119113 i
SCALE: N.T.S. AA
DWG.DY:
CHK.BY. LFS 3
p DRAWING NO.: 0:
FL—15210.10 n
0
SHEET 9 OF 9 N
f
aC