HomeMy WebLinkAboutHealth Site PlanCONNECTION
FASTENING
LOCATION
J - Bd CD-O (24-.0.131)
1. JOIST TO SILL OR ORDER
3- 3'A0.131' NAILS
TDE-NNL
'
3 - 3' 14 CAGE STAPLES
2 - 8d COUNGN (2K'.0.1311
2. BRIDGING TO JOIST
2 - Y4131' NAZIS
TOE -NM. GLN END
14 CAGE STAPLES
16d (315'4.1351 0 16- o/c
3. SOLE PULE TO JOIST OR EL000m
3'A.131' NOS a a- o/c
TYPICiL FACE NAIL
3' 14 GAGE STAPLES 0 12- o%
3 - I6d (W',0.135j 0 16- o%
4. SOLE PLATE TO JOIST OR BLODOm 0
4 - 3',0.131' NAILS 0 16' "A
OYALED NALL PANELS
BRACED 'ALL PANEL
4 - 37 14 GAGE STAPLES 0 167 A/C
2 - T6d (JT.0.1621
S. TOP PLATE TO STUD
3 - Y.0.131' NAILS
END NAIL
J - Y 14 GAGE STAPLES
I- Bd COMMON (2T.0.1311
a - Y.0.131' NAILS
TOE-NRL
3 - 3' 14 CAGE STARES
6. SNO TO SOLE PLATE
2 -16d CON40N (W.0.1621
s - 3'4.131' NOS
Elm NAB
3 - 37 14 GALE STAPLES
16d (.W'.0.1351 0 24' o/c
7. DOUBLE STUDS
3'.0.131' NABS ° 8' o%
FACE NAIL
Y 14 GALE STAPLES 0 B' o/c
161 (S✓FW.1351 0 16' 0A
Y.O131' NAILS 0 12- c/c
MEAL FACE NAIL
3- 14 CAGE STAPLES 0 12- o%
8. DOUBLE TOP PLATES
8 -16d COMMON (S5'.0.1621
12 - 374131' NVIS
LAP SPICE
12 - 3' 14 CAGE STARES
3 - Ed COMMON (2)r O.I31j
9. BLOCKING BETWEEN JOISTS OR TRUSSES
3 - Y.0.131- NAILS
TOE -NAIL
TO TOP PLATE
3 - Y 13 GAGE STAPLES
• 16d (.W'A.162j
10. iw PLATES. UPS AND INTERSECTIONS
1�.-tYx0.IS1' NNIS
FACE NAIL
} - ]� 4 OLE STAPLES
11. CONTNUpR LffAOW (2) F ES
8 -I6d GgNOY (,W10.1621
16' o% ALONG EDGE
12. lX1NTYl0005 HEADER TO STUD
a -Ed [OMMfN (7 ,0.1JIj
TOE-NAL
16d C-A-.0.1351 0 24' 0/c
0 24- o/c
13. OAT -UP CORNER STUDS
Y.ai31' NAILS M 16' o/c
0 ter o/c
Y 14 GAGE STAPLES 0 16- c/c
0 16' A/C
20d (4-,0.1921 0 32- o/c
NAIL$ a 24' "/c
FACE NAIL 0 TOP @ BOTTOM STAGGERED
3' 14 GAGE STAPLES 0 24- o%
ON OPP. SOES
14. DOUBLE TOP PLATES
2 -20d COMMON (4'0.1921
--Y4MASS
FACE-NVL-0 ENDS Nm AT FAOI SRKE-
14 GA
3 3' I4 GAGE LE STAPLES
3 - 16d COMMON (W'.0.1621
15. JOIST TO B°+D JOST
4 - 7'.a131' WI S
FACE NAIL
4 - Y 14 GAGE STAPLES
➢z' AND LESS 6&j
6. WOOD STRUCTURAL PANELS AND PARICIE
2h',0.I IY NW
BOARD SUBRODR. ROOF AND WALL
1%' I6 GAO
SWATHING (D FILLING)
1W TO %' BA OR
2k'.0.113' NAR
SINGLE FLOOR (COAV ATCN
2' 16 COX
SIBROOR-UNDERUYIO.ENT TO rRWTNG)
Bd:
9, TD I' 101} OR 8A
T To TV
SHOE rL OR 11"s"'ATION
�' AND LESS 0'
SUBF DDR-UNOaRAYMENT TO FRAMING)
ro 1'
W. I!b' TIC IN' 10 OR eC
)f' OR LESS Es
17. 2990. STM SOING n"LAG)
NAILS 0 e o/c IN FIELD AND 3' a/c
(M
36' BC
ALONG ALL PANEL EDGE.
1£" NO. 11 GAGE ROOFING R40
1a FIBEIMARD SHENIWNL•
6d COUPON NAIL
NO 16 GAGE STAPLE
NO. 11 GALE ROOFING NAIL'
Ed COMMON NAIL (2JfA.1311
NO 16 GAGE STAPLE
4 G
oQ 'SITE
Z
ST. LUCIE COUNTY
INDRIO ROAD
(NOT TO SCALE)
IROJECT DESIGN DATA
Jw50CTDN _
fiaN Wce Canes __
PROECT NAAE _ ___
_ TnYNase __
PROFCTADDRE55
5411A Dtic Aw Earl Plan. FLd4L1
AR°HTECTIENCA`EER_
R-CATEGORY
WYDSPEEDASCE 7Afi jJ Gee Gust
1
ifi06PH
--- -- ---
eJmosweJwoswe
ET
TOTAL
TOTAL SQFf: 640 SQFT
POINTS OF EGRESS: (3) DOORS
Min. Plywood Decking Requirements 170
Exp. B Risk Cat H
Min Plywood Thicknes
19132"
Min. Nail
2-1/2x0.131" RS
Spaceing Edge/Field
4" O.CJ6" O.C.
Manufacturer. EZ Portable Buildings, Inc. (MFT11604) Plan Number: Gable-2017 RI
LOCATION MAP MODIFIED TO MEEr RISK CATAGORY 11 REQUIERMENT OF THE 2020 FSCR 7TH ED.
C&C VBd Wall Wind Pressures
170 B Risk Cat. II H<15 Ft.
Zone 4 Interior
Zone 5 Exterior
A) 10 SF = +25.6 / -27.7
E) 10 SF =
+25.6 /
-34.3
B) 20 SF = +24.4 / -26.6
F) 20 SF =
+24A /
-31.9
C) 50 SF = +22.9 / -25.1
G) 50 SF =
+229 /
-28.9
D)100 SF = +10.0 / -23.9
H)100 SF =
+10.0 /
-26.6
E)500 SF = +10.0 / -10.0
1 1)500 SF =
+10.0 /
-10.0
Garage Door (Min. 2'-0" from comer)
1) 9'x7 +22.6 / -25.6
1 K)16x7
+10.0
a. ra+04es -rr do n'm-�%-m�osm vf-m tze y avn (wrmcss'eA T AFm,tl>T�
FWD` m"Suci.e.u.`tou ty
Environmental •Healt
Site Plan Approved for Con tructic
Supersedes All Previous Site Plans
# Sy -
Date:. 1 Zoy/
- . - -
Gable Roof (8 < 7°) Gable Roof (70 <- 0 <-,450)_
InteioTZones ® End Zones . GornerZcnes
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DOCRPmdan Appt SVlfmieal
ATTACHMENT DETAIL
xx513.S woo0-ease Snel svk-nvNN pmrtave
I`—O aaw VSa WS Se O
1. ANCHOR ANN.YSr FOR LOADING CONDITIONS PREPARED.SIGNED AND SEALED BY
fmBERTO LAMAS. PE
lLnRf of lNa
EeNpatbe Aaenq Ce W
(FLORIDA IIOSW) W'ITFI THE LOWEST WSTIFASTENER MTNG FROM THE DIFFERENT
ANppmveE loruae NftvHx: yes Appweafw rave eunUe
FASTENERSSDNG CONSIDERED FOR USE. JAMB, HEAD. MID
LnpeR WaizunM vas
oesgn p�a.em:.Ta-To
puny Aaavaance (:one..ct ErPbefbn tense
Oa]axOxS
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCWDE
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wuae9 Cove. a kv tro wpe VIW" wrrkero 2— am
Ldnuetbn Lawsrctbru
r r aJ lz_
010 WOOD SCRENS OR , I r TAPCONS. A PHYSICALSHIM MUST BE PLACED N SHM
SPACE AT EACH ANCHOR
wrae preswre n:pu've�ntam not erceeetM tleslpn pressures
veaktl By: Wegrol AccreJlatlm eHeroperren hmarrte TieatM
LOCATION. TAPCON EWE DISTANCE MN 2-1,7.WO0D SCREW EDGE DISTANCE MIN 3/
astea J'-0-e e'-8'rma mrmiel slze. When amen rtSNtenc<H
rtaaeea• haekaro Potttltw Mtem not repuaEe. See DYIGM-
ftOxtl W...
W aaepeneem Thetl
Ereluatbn Peporb
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM FOR
Creates OyrlMeKraers ihml party: vas
SOUTHERN LUMBER AND A EMBEDMENT. THE
11.1 MINIMUM EMBEDMEM. THE
MST EMBEDMENT
TPPCON MUST ACHIEVE MNIMUM EMBEDMFM OF I -1 / W.
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ELEVATION 21.50 FEET (NAVD 88)
I
---------------------�
I I
I � I
I I
I I
I I
I I
LOT 9
s I I
I I
I I
I I
I I
I I
I I
I I
PROPOSED 1 STORY
WOOD FRAME RESIDENCE
ON CONC. FOUNDATION
PROPOSED F.F.E. 23.60 FEET
lk --------------------------- — — — —
----------� I
WATER I O T 8
I ,ems 'I I
DRNEWAY
ED
I 3 I
I 1II__
SETBACK LINE
I SEPTIC I I
I SSYSTEM �______ ___
ID
1 zA SEPOCTMK
1
— — — — — L — _ _ _ _
LOT 5
QPLOT PLAN
SP j SCALE: 3/16* - 1'-0* A/R:N/A
REVISIorvs
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ABS PIER CAP PLATES
SEC11ONleioD
_..
P'e Lap Fan ID: a9661
FOOTVIGS
RIGl.lGererat
2 as alb h Per Lap Pan ID:55661
l m. • 8 h. t m. Shins Pan ID: 39661
Aa ealerior emtnm be mpppnee on mnsswppa mpd«wr amutaa mesmry«mn«em befi+w.wmea
amm boagp.•mdfan5etbne.or othMepprowdtbuceual systems whwil cfea beoftW(ca etb
Ceps f.. 0.= W. Sepk(yock Per
16,"b.Dp *Bb Pi«RtIN
ma
mmoa.m.9 meat eomldno m se«mn f230t end mt�nabe mmmry beds m ab .mte tre
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_
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Te Down Cap PMes mnEe-11. njprcem wNt
appore5 pmEucb. fy«its muslae'p.,ta&a open «tle up.
_ ..
Sactlon S_J.eio]ine000raen
Rorm wen 99t. ALl
R
Smab Per Pkte stack
1. Instill ep«weE per footings D«mamRamaKs ire —tan
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-
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fmn.
zcep plate.
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':7
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r.:--:..-_
{_•, „.'!;_}_••,�•,:
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beam uswp rcmmal l'. Pt(V Oh. 6, v.. TryT 0wm•
__._
S9ea] ABS shims, «eyva,emepPmea faoSuC.
(. Pies reef l«pm'vret«vmp«Irmatbe:waeeE oven lan9
--- -_�
t .11-120 lb
dmmvpn pmaN m are per'vrcter ma
Pad searing Capacity
Aae�emw. pn
F..m«m.
riltA.a+U a000m. asror: 4o«en. wA
p %CODSIMBEAhI
UNE OF STR( RE
ABD 32 PIERS W/ANCHORING STRAPS & HELIX EARTH ANCHOR
----------
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---
b
r Down Fspwwavp svls4aslomar9on
ens N«
F
Tb Dawn Ergeeenna 590(5
Hal.D, Axh«
S'4'Da 18'La(1) BHeec LossS
P AOGEIt
ANCHORS TYP
— — — —
DLOC16 ELL
(3)4%6'%18' PAD
17.5 %?33 PBS PAD
TYP
— — — — — — — — — — — — — — — — — — — —
— — — — — —
— — — —fi---
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CRAFTING 6ERVI CE6
Pi4UL WELCH INC.
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TINY HOME I6'X40'640 SOFT
FLCRIDA REGIETRATIGN#29945
pg
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a wo CONCL. IO..CON
FRAMING PLAN
MECHANICAL . ELECTRICAL * CIVIL ENGINECRING
B
194
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Fume ciwcE 5 ETU AnT, FL
pant STTLUCIe FL 349B4#114
7 zI aoe ells
540E Deleon Ave Fort Pierre, FL 34951
17721785-9BBB/ FAx(772) 785.9933
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