HomeMy WebLinkAboutBuilding PlansP�516N COMPLIANCF; ( Assumptions Used)
I, Jurisdiction; 5t Lucie Count{ 1 Components & Claddinq Pesign pressure Jsed, See Window & e ue
2 Florida Buildinq Code 2017 C 6th) edition with N/ A 5upplements and Asa �-10 8 Pesign Loads ( P5F) ; Floor/ bead N/ A Floor/ Live N/ Roof Live/ bead 4} ,
3 Building Design is; A Partially{ inclosed; N/ A Open Building X 13alconq N/ A, Pock N/ A, beck N/ A, 5tair5N/ A, Fence �2
4, pick Categorq: I P,2 X II III IV PLS
4.1 exposure Cateq C —V9 Shear Walls Considered for Structure? Yes No X
5, Pesign Wind Velocity 160 MPH (3 sec, qust) �5P �.hFP Width of end 10. Continuous Load hath pr _ o if No, attach explanation)
Zone:—< 4' ft I I Design Soil Bearing hr sur�2000P
F2
5 011 Basic Wind Pressure 65 54 psf Soil Borinq PeauiredYe section 18032 exception)
6 Mean roof Height N/ A' Roof hitch; N/ A Parapet N/ A ft
Property Line
TN 1515 NOf A 5UPV�Y
I I I I I
I I I I I
I I I I I
I I I I I
A�A
--0c9 i 20
O O O O O
01 � I° -R,I I ' Porch � I
I� vI I< �I �I
c(o Cb CCo C I 5ee A,02 for Cb
t I Metal1%ilding &
I \ I 5F5 5HF�T AO3 FOP 3 porch betails
I \5x sting
5TOiPAG BOOM bFTAILS
61 1 X611 Pr
IesentialPOST @
Nome 5 O "2 � 10' O,C I
I o
\ / �xI brng'Pool r A -A
X Paver
`i Aluminum Shed To Ike P.emoved 1 q Owner
pl 5ite Plan
I � 5ee A,Ola for Pergola PAails III 3 O i
Property Line
`115 POCUMENT 15 rpOpJETAPY ANP 15 5UI3JFCT TO NON-P15C�05T. FOP U5E PY CLIENT ANP PE5I6NATEP VECIFIENT5 ONLY, OFFICIA. `�AN5IN JAVIEI; C15NEp05, F.E, MU5T HAVE r\A15EP 5EA- OP VUPP1 I? 5TAMP WITH OJGINAI, 516NATUrF. TH / NOT ! \ 5UP\,V�Y
AS -BUILD DRAWI NG5 f=OR
Edward C. Olson
Fort Pierce, f=lorida
Unincorporated
Marcel: 2309-80 1 -001 7-000-5
LOCATION MAP
Project Scope
As -Build
Drawings for:
o
- Metal Building with
Storage Room
- Porch
Deck
-
Pergola
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Digitally signed
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l�1111101 F llp� j
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by Javier Cisneros
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Date: 2020.08.23
21:11:12 -04'00'
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2''X4'' PUFLIN5 5FCUPTP 10 PAMP,5
WITH TWO 8P GAI.VANIZFP NAIL5
21-211
TWO - 2'' CAPTIAGF X301,15
WITH WA5HFP, ANP NU1 ( TY )
6"X6" P1 P051 Al
48" PFFD (TW,)
211 XI 2" P1 P1M15 W/ ( 2)
N2 5A 51P�AP5 WITH 8d NAL5
F1,11CH PFAM - 21142"
WITH 2" P�YWOOP
PFCOFIKIVF 6'X6''CI;05513FAM
A1IACHFP WI1N WOOF 5CPFW5
WITH MIN. 2" FMPFPMFNf
NOP\TH TOFU
8
5V COMP MFfk P\OOF PANFI, OVFP,
0
` 6"X6" P1 P051 WI1N 12"
CONCI?F1� COL�Ap Al FACH
COP\NFF\
o-lk 16' i'
,I% IN
12" WITH 4 roof PFFP �� FX1511G
CONCpF1F COU.AP, CONCpF1F
COLLAP\
I' -
pl
m5f PrUFU
8
wi,16a I i gi, p p�lv?�eA e//Digitally signed
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®� Mby Javier Cisneros
/{ Date: 2020.08.23
21:10:51 -04'00'
B ;
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B B
� Adobe Acrobat
NA������ version:
2020.012.20043
5fAMp WI1N 006IN& 5I6NAIM.
flans to show
Signature and seal of deign professional
2, Code and edition for design
3. nesign basic wind speed ( if applicable)
4. Neight above ground ( if applicable)
8
F dward C, 01 son
410 Fmerald Avenue
Port fierce, Florida 38945
Contractor N/ A
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z�
V1
I PPOJ; 2019-018 1 PATS; 4/ I�/ 19 1 A.01a / A.03 I
4C �ngineerinq, U.0
Javier Cisneros, F.F. #70844
5903 5pru6e Chive, ft, fierce, fl 34982
email; 4C�ngI LC@gmaikcom celV72-5192679
2X-4 PUP1IN5 WI1N i" -14X 8" @ IOL AXIMUM OVFpNANP OF
�6" FpOM NFW 2051
FX1511N6 2"X12" P1
\
FX1511N6 FLITCH 131FAM -
I?AMF,5 W/ ( 2)
2"X12" WITH fI YWOOP
N2 5A 5TP�AP5 WITH
`
2"
WIfH TWO CAVFIAGF
`
8d NAILS
` "X6" P12051�J-fxi5fINC4 P05110 �F
1301,15
NOTCHFP 10 ANP pFMOVFP,
FLITCH PFAM ANP
A11ACN WITH
FXI511N6 6"X6"
CArPZIA6� 1301,15 WITH
P1 2051 Al 48"
\
WASNFP ANP NUT (Tyr.)
PFFP (1YP)
FAFTH G WF
0
` 6"X6" P1 P051 WI1N 12"
CONCI?F1� COL�Ap Al FACH
COP\NFF\
o-lk 16' i'
,I% IN
12" WITH 4 roof PFFP �� FX1511G
CONCpF1F COU.AP, CONCpF1F
COLLAP\
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pl
m5f PrUFU
8
wi,16a I i gi, p p�lv?�eA e//Digitally signed
��AIO
®� Mby Javier Cisneros
/{ Date: 2020.08.23
21:10:51 -04'00'
B ;
ks
B B
� Adobe Acrobat
NA������ version:
2020.012.20043
5fAMp WI1N 006IN& 5I6NAIM.
flans to show
Signature and seal of deign professional
2, Code and edition for design
3. nesign basic wind speed ( if applicable)
4. Neight above ground ( if applicable)
8
F dward C, 01 son
410 Fmerald Avenue
Port fierce, Florida 38945
Contractor N/ A
�
z�
V1
I PPOJ; 2019-018 1 PATS; 4/ I�/ 19 1 A.01a / A.03 I
4C �ngineerinq, U.0
Javier Cisneros, F.F. #70844
5903 5pru6e Chive, ft, fierce, fl 34982
email; 4C�ngI LC@gmaikcom celV72-5192679
2'X6" KTWOOP KKAMING
IN WFI PKP XIKKf KOK
MKTAL KOOK C TYK )
8 GALIGK 51'KKI TII @ 48"
O.C. WITH WFLP5P F3PACKKf
KOK 2'X6" Kr'.AMING KOK
MUfAI, KOOK
2"X4" KOOK KKAMING Al- 16"
O'C' WITH 131TUMKN KOOK
MSMXANS 5Y51'EM WITH
ALUMINUM P17 SP6S
5f0FA6K KOOM; 2"X4" WOOP
II II II II II II III 5TuP KKAMING @ 16" 0.0 WITH
II II II II II I III NO IN51-bATION. HAKPIK K1,ANK
SXT"KKIOK SIDING
II II II II II II III
II II II II II II III
II II II II II II III rYKICA1,2"0" WAL1, COLI
II II II II II II III WITH MINIMUM 3 5TUP5
II II II II II II III 2X4 511,1, K1,AS WITH a" COHOP, TS
II II II II II II III MPGK ANCHOK W11H 2 5"
II II II II II II III SMCTPMKNTAT24'' OC
5V CKIMK KOOK KANKI WITH
2"X6" WOOP KKAMING WITH
#9-16x1" WOO125(TEW
6"X6" Kf
WOOF P05T
2" X8" KT 13KAM NOfCHKP OVKK 5LAf3 ANP
51 fO K05TW1-H CApplAGF r30Lf
WITH WA9tP, ANP NUf
KIan5 to 5h
Signature and seal of design professional
2 Code and eclltbon for de5Ign
3, Pe5ign basic wind speed Cif applicable)
4 Height above ground (if applicable)
8" PIAMMP� P, i% KINK
WITH 48" KMI3KPMENf
2"0" Kf WOOP KSKAM
@ 24" OC ATTACHKP
fO P3 AM WITH LU524-I
I"X6" PKCK f30APP5
WITH TWO SXT EKIOK PSCK
5CITW5 KfK CK0551NG. MIN.
I" KMP3 PMKNT
le�a�ti���`��((yydarr
STATE OF '�Lss®
AL
HIM
1115 POCUM%f 15 KK01 JKTA?Y ANP 15 5U131Cf TO NON--PI5C1,05UKK. FOP, U51F 13Y CI,Bf ANP PK5I6NATKP KKOffW5 ONI Y. OKKICIA1, PI AN5 PY JAVIKK 05NKK05, K.S. MU5T HAVK KA6FI) 5K& OK KUI3t3KK 5fAMP WITH OKIGINAL 516NATUKK.
Digitally signed by
Javier Cisneros
Date: 2020.08.23
21:10:33 -04'00'
Adobe Acrobat
version:
2020.012.20043
MM� M APING PPUFU
8
TWO( 2) "" CAKKIAG�
1301 f5 WITH WA51-5K
ANP NUT5
2"X8" rf f3KAM
KACKKI.ATE
Lo, OOnj
Lightinq Switch
3
Lightinq 5wltch - 3-waq
= Lightinq - 61' recessed
= ighEmcj - Wall Mount
= I. ightinq - Wet rated
+J
= hgRinq - Junction
a" CONCFM MP61� ANCHOP,
WITH 25" SMI PMT AT 24''
OC
e
�� STATE OF ,i4.LU
61 ®NA
111
Digitally signed
by Javier Cisneros
Date: 2020.08.23
21:10:16 -04'00'
Adobe Acrobat
version:
2020.012.20043
= peceptacle - 120 V Ground Fault
GFI
= I;eceptacl e - 120 V
Storage Floor & Flectrical Plan
= I eceptacle - 240 V
III � SII
8
15 POCUMENT 15 PF,0PQETAPY ANP 15 5U13JECT TO NON -25C1 05UF,E. FOP U5E rY CI -BT ANP PE5I6NATEP t?,�CIFIM5 ONLY, OFFICIA, FI AN5 6Y JAVIEF, C15NE,05, F.E, MU5T HAVE ?�A5EP 5EAJ- Op < ffl?, 5TAMP WITH 0061NAt 516NATUrF,
X4'' WA -I. COE ,
1UM 5 5TUb5 C T IR)
2"X4" Pf WOOF FI.AMIN6 WITH
a" CONCffTr MP61G ANCHOR
WITH 25" f MI FPMM Ar 24''
OC (TT.)