HomeMy WebLinkAboutBuilding Plans (2) 1.THESE PLANS PERTAIN ONLY To THE STRUCTURE INCLUDING MAIN WIND FORCE RESISTING PONENTS AND
CLADDING AND BASE RAIL ANCFIORAGE.OTHER DESIGN ISSUES.INCLUDING BUT Ncr LIMITED TO PiuMBDNc,ELECTRICAL.
iNGRESS�EGRE55,PROPERTY SET-BACIGS,FINISH FLOOR ELEVATION AND SLOPE,OR OTHER LOCAL ZONING REQUIREMENTS 6) --
ARE THE RESPONSIBIIIY OF OTHERS.
2.THIS STRUCTURE IS DESIGNED AS A NON-HARRABLE URLRY/STDRAGE BUILDING(RISK CATEGORY 0 CAPABLE OF 'UI 3 a �.p'UVVitl i!!l�R�fR■
SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE AND WIND IAADS IMPROYEAENIS NOT SPECIFICALLY ro
LIST,AND NOT POT ROVIDADDRESSED HEREIN,INCLUDING DOORS,WINDOWS.OR OTHER.ED AND INSTALLED BY PO ANYWHERE WHICH EXERT ADDITIONAL LOADAPPROVED
ON THE DUCTS C y' m CODE INFO 1L0
STRUCTURE SHALL BE AT THE OWNER'S RISK.CARPORTS ANYWHERE NOR THE ENGINEERING DESIGN SHALL NOT BE n� h� f7
RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. M p qa .m. CODE VERSION 2072016 tlr Edition
3.THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION C101.42 n(o ` MANUFACTURER CARI'ORIS AN YMM
4.ALL STEEL TUBING MOLL BE 60 KSI STEEL AND MEErB/EXCE EOS GALVANIZATION PER ASTM A1003/A7003M-I6. o Tj p�1 m BUILDING TYPE STRUCTURE
6.PLUMBING,ELECTRICAL.INGRESS/EGRESS,PROPERTY SET-BACKS AND/OR OTHER LOCAL CODE REQUIREMENTS ARE THE � N 0 CONSTRUCTION TYPE B
RESPONSIBILITY OF THE OWNER.
6.ROOF AND WALL SHEATHING SECURED WITH/12-140/4'SELF-DRILLING SCREWS WITH SEAL WASHERS o 8'O.C.MAK ,�3 RISK CAMMORY I
7.FIELD FRAMING CONNECTIONS SECURED WITH/12-14x3/4'SELF-DRILLING SCREWS. (D FIRE PROTECTION NONE
&ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED.NO WELDING ONSITE.ALL WELDING DONE IN SHOP BY A CERTIFIED rt FIRE SUPPRESSION SYSTEM NONE
B.CONCRETE DCPANSIONS ANCHORS ARE TO BE MINIMUM 1/Y DIAMETER g 2,6W1B TENSILE STRENGTH. OCCUPANCY .U
10. 12 OR 14GA FRAMING IS 2.65¢.6'TUBE STEEL NIPPLES ARE 2.W.2.26'TUBE STEEL SPEED -140m
EXPOSURE a
-0. 2•-'la' ENCLOSURE
INTERNAL PRESSURE COEEF. -0.18
__--_- ----___---_____-____-_ ------------------------_ IMPORTANCE FACTOR 1.0
o ROOF DEAD LOAD IOPSF
ROOF LIVE LOAD ZOPSF OR 3001D P.L
FLOOR DEAD LOAD IOPSF
1'x8]'EXPANSION ANCHOR WmIt4 6' I FLOOR LIVE LOAD 15OPSr
OF EACH POST/RtU55 ALONG SIDES TYLUIING OF WALLSYLOOR A
AND EVERY OTHER END-WALL POST MODULES PER BUILDING 1
' HURRICANE PROTECTION USAGE NO
WUBlE I HURIOCANE SHELTER USAGE NO
3'WN. BASEWL SQUARE FOOTAGE 3.040 S0.FL
GRAD REVISIONS
�. DESCRIPTON DATE BY
�., ROLL-l�P q
I 2AM PSI 4'CONCRETE DOOR! f
• SLAB WTTN 1GGIl W.W.F. a
TO�TREATED MID COVERED WITH 6 MO.VAPOR RETARDANT PER SECTION OR FIBER MESH
R318 AND 1816 OF THE 2020 FLORIDA BUILDING CODE,7TH EDITION �-1Y
i -BOTTOM OF CONCRETE FOOTING SHIN.BE MINIMUM OF Ir BELOW UNDISTURBED OR (2)/6 REBAR o B'O.C.
�ENGN�IEEER,ED GRACE MINI1uM SOL BEARING CONTINUOUS WITH MINIMUM
-AINIMUAT2.600 PSI COMPRESSIVE STRENGTH AT 28 DAYS G1PACm 500 PSF(TYP.) 26.OVEOAP SPLICE
-ALL OPEN AREAS OF CONCRETE OUTSIDE OF THE PROPOSED STRUCTURE SHALL BE
DESIGNED TO SLOPE AWAY FROM THE STRUCTURE CONCRETE FOUNDATION/DOU BILE RENFORC I -SM (REDARI m IREMEITS:
—MINIMUM GRADE 40 STEEL BASE RAIL ANCHOR DETAIL
-REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED: i 1/B/21
-THE REBAR IS BENT COLD ZO p 446 J—tp.Road.Fort Pw_
I I wry, -THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED T
o RD) UPd B 5-BAR DNMERJS:AND 6• PLAN VIEWDOW
IN - 7e•L x 4D•W x 1eYE
`b -REINFORCEMENT PARTWLY E]/9EDDED IN CONCRETE SCULL NOT BE FED BENT '
o EXCEPT IN CASES WHERE DOWELS NEED TO BE BENT TO ALIGN WRH A VERTICAL D)'
CELL THESE REELAR MAY BE BENT NOT TO EXCEED TO SLOPE OF 1' .4• I j \�\�EW T.8q�i�i
.o p��yy_ � HORIZONTALLY TO r VERTICALLY.
-3•COVER MINIMUM WHERE IRE CONCRETE IS CASE AGAINST AND PERMANENTLY � � ♦t
IN CONTACT WITH SOIL OR WEATHER AND Ir ELSWAOW- REHAR EMBEDDED IN �• fy
f GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF r FOR FINE ELEVATION VIEW
GRIT,AND�'FOR COARSE GROUT BETWEEN REBAR AND ANY FACE OF A CELL. DOOR FRAMING-1
! ® Q REBAR USED IN MASONRY WALLS SHILL HAVE A MASONRY COVER(INCLUDING '81TYIREOF t
.4PG GRoun OF NOT LESS THAN 2'FOR MAsoNRr UNITS WETI FACE E0'OSED To >Y .1.0 t1
! ®,- �� FIRM OR WEATHER,AND Ir FOR MASONRY UNITS NOT EXPOSED TO E RIN OR Oj iOA� FC`ORID
! 0) WEATHER .76T ROLL-I.IP a 10�V, .I_ y�.,,G����
c.faALYdNQd➢91L'. DOOR! A4 810-iL�a\��
-METAL.ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY /Af/lll(Ill\\\\\
EXPOSED TO 7HFR SHALL BE GAWMpZED DN ACCORDANCE WITH ASIM A 163, i
o cLAS9 B-2. PLATE CONNECORS scREVVs.R BOLTS AND NAILS EXPosm OPTIONAL ROLL—UP DOOR 1 ''
I ® DIREBTRY TO WEATHER SHALL BE STAINLESS SIT�L OR HOT DIPPED GALVNN¢ED. i N
Digitally signed _
® CONCRETE SPLASH—GUARD RECESS
' i J by Matthew
' '
IMIN. 2.500 P,4'�oN SLAB WT'H 10M W.W.F.(OR o � Baldwin
, FIBER MESH AMbi42 REINFORCED FOOTER PERIML-fER '
76._O—. —----— —------
-0 — R12'x2' ENFORCED TOOTER------------------, I Date:2021.01.09
DOOR 36-6 > 13:21:51 -05 00'
il.
,��-:• Z MatrAaw T.addWn P.E.
05
Florida Lfcam. 8180E
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AN g
THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES a sT CA-1 OF 4
— -- ------------- - ----— ---- ---------------- ------ -------- ----- ---- ---
RECENED
rig ET APR 19 1011
F'QPmittis;g D-partment
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} LEGAL DESCRIPTION:
- LOTS 3 AND 4,LESS THE NORTH 58.80 FEET;AND THE NORTH
I _ '
Robert Guettler Sod Of 104.60 FEET OF LOTS 5 AND 6,BLOCK D,OF THE SUBDIVISION
j ENTITLED FORT PIERCE GARDENS ACCORDING TO THE PLAT
THEREOF,AS RECORDED IN PLAT BOOK 5,PAGE 61,OF THE
PUBLIC RECORDS OF ST LUCIE COUNTY,FLORIDA.
Save A Life CPR
VICINITY MAP ���
NOT TO SCALE
�0�1
PORTION OF o I o
a LOT 1 BLOCK D `z
I SGN'RGG r (NOT INCLUDED) 3
G. 618.95'
I 30.0' LB07463
—x x x —x �x —x —x —x —x —x —x —x —x x —xl—x —x x —
23.8
i PORTION OFcb a
LOT I BLOCK D _ - c�
(INCLUDED) {ei LFc
CONCRETE
1IL I� ) NORTH LINE OF LOI 3 BLOCK O t
EUIPMENT ' 27.T
[C
ram-. I CL
CONCRETE y9a=� BUILDING x
Z 4::�r �.-DELA ;i o� 92445
POOL
PORTION OF x x
I i t LOT 3 BLOCK D 1.10
POND I
/ (INCLUDED)
-
wlw
11 15.4'
SET f2'I a-ZOFF
I, °7ONROD
LB#7463 PORTION OF LOT 3 T 618.81'
— — _ — — _ _ __ _ — _ _SOUTH LINE OF LOTSBLOCKO BLOCK D(LNCLUDED) I V_ —
l�' it NORTH LINE OF LOT BLOCK
I
I LOT 5
3LOCK D
ti
) OTES:
1.LEGAL DESCRIPTION PROVIDE BY CLIENT
2.NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OF ABSTRACTING TITLE WAS PERFORMED BY THIS OFFICE
3.NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS PART OF THIS SURVEY II I
4.ALL ANGLES OR BEARINGS AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND M9ASURED UNLESS OTHERWISE NOTED
5.SOME FEATURES MAY NOT BE AT SCALE IN ORDER TO SHOW DETAIL I
I
DATE OF FIELD WORK:01.29-2021
DATE OF MAP.,02-09.2021
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