HomeMy WebLinkAboutCARPORT PLANSI
REINFORCED FOOITR
2 5" PLAN VIEW BUILDING FRAMING-7
J" RECESS------.. 7�_k
"�L__UOOIR WIDTH-------�
ELEVATION VIEW
BUIL ING FRAMING
RECESS---
-7 —4� DOOR WIDTH
ROLL -UP DOOR CONCRETE
SPLASH -GUARD RECESS
4"x5j" EXPANSION ANCHOR WITHIN 6" OF
EACH POST/TRUSS ALONG SIDES AND
EVERY OTHER END -WALL POST
2"
MINIMUM SOIL BEARING
CAPACITY 2,000 PSF (TYP.)
RAIL
2,500 PSI 4" CONCRETE
SLAB WITH W.W.F. OR
FIBER MESH
(2) #5 RESAR 0 6" O.C.
CONTINUOUS WITH MINIMUM
12* OVERLAP SPLICE
CONCRETE FOUNDATION/BASE RAIL
- I
ANCHOR D TAIL_
NOTES -
SUB —GRADE SOILS,
—TO BE TERMITE TREATED AND COVERED WITH 6 M11 VAPOR RETARDANT PER SECTION R318 AND 1816 OF THE 2017 FLORIDA
BUILDING CODE, 6TH EDITION
CONCRETE-
-MINIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS
—ALL OPEN AREAS OF CONCRETE OUTSIDE OF THE PROPOSED STRUCTURE SHALL BE DESIGNED TO SLOPE AWAY FROM THE
STRUCTURE
REINFORCIUG STEEL (REBAR) REQUIREMENTS,
—MINIMUM GRADE 40 STEEL
—REBAR MAY HE BENT IN SHOP OR WIELD PROVIDED:
—THE REBAR IS BENT COLD
—THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED 5—BAR DIAMETERS: AND
—REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT EXCEPT IN CASES WHERE DOWELS NEED
TO BE BENT TO ALIGN WITH A VERTICAL CELL. THESE REBAR MAY BE BENT NOT TO EXCEED TO SLOPE OF I"
HORIZONTALLY TO 6" VERTICALLY.
—COVER:
—2" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH SOIL OR WEATHER, AND
14' ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF I" FOR FINE GROUT.
AND " FOR COARSE GROUT BETWEEN REBAR AND ANY FACE OF A CELL REELAR USED IN MASONRY WALLS SHALL HAVE A
MASONRY COVER (INCLUDING GROUT) OF NOT LESS THAN 2" FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR
WEATHER, AND 1j" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER.
GALVANIZATION,
—METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO WEATHER SHALL BE
GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED
DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GArV41ZED.
PSI e CONCRETE SLW3 WITH W.W.F. (OR FIBER
AND 12�x12" RONFORCED F007R PERIVEIER
MAY 2 3 '119
ST. Lucie County,
SCANNED
BY
St. Lucie CoUntv
E���
REVIEWED FOR
CODE COMPLIANII
ST. LUCIE COUN7
BOCC 10
1 10 a 1 0
I MOE VERSION IFBC W17 Oth 05W� AKE-7-101
1 BUILD No 1��'
MMMI TYPE
'ON
ZE SUOPECISIIN SYSTEM
JOCCURANCY
ENCLOSURE
JOOF DEAD LOM
I0PSF
ME VIE UOM
2.PEF OR 3OOI� PONT LOAD
,on,
to.2.!'
W'SF
RATING OF WAU_S. FUWR. ROOF
N/A
7IODULES PER BUILDING
I
NOR SHEL LR UWE 0
SMEtFE)CIAGETE 17100 so. FL
REVISIONS
MTB
H,.
3/20/19
5701 Sucharar, Dr., Ft. Pierce. 34982
70'L X 30'W X 14'H
1.15 BUILDING 0 DEMPT FROM THE Woo ENERGY'
CONSERVATION CODE PER SECTION C101.4�.
� STHE_ TOTING S�OLL, BE 50 WO STI
PLUMBING, FLFCTRIC� INGRESS/ECRESS, PROPERTY
sET_S0XHS. AND/CR OTHER UDtA_ CODE REWIRWEN75 ME
Ole RESPONSiXUffY OF NE OWNER.
RODF AND WAL. SHEA7H;NC SECURED
'EUF-QRIUU1G SCREWS WITH SE& WASHERS 0 6' O.C. NAX
FIELD PRIWNG OVINKECTIONS SECURED WITH #12-14x3/4'
SELF-DRIUUNG DORM.
�L SHOP FR-UNG CONNECTIONS ME TO BE WEUDED. NO
WELDING ONSIDE. ALL WC_DIN. DONE IN SHOP.
CONCRETE DORANSIONS MOTORS ME TO BE MINIMUM
1/2'.3'. MOULD TENST_E STRENGTH.
12 OR 14Gk FRAWING IS 2-5',Q.5 TUBI STM_. N.,FPLES
xl�
E
m
Li
>
t a— aldwin P.E.
Florida License #64608
< 1160 Pn�lv R�d. D�nd. R. U720
__j
C__ Sheet: CA-1 OF 4
MINIMUM 6" I'S NIPPLE. NIPPLE
SECURED TO WAUL POST WITH
X)#12-I4,j' SELF -DRILLING SCREWS
POST TO BASF RAIL
CONNECTION
MINIMUM 6' TS NIPPLE. NIPPLE
SECURED TO WAL, POST WITH
(4)&12-i4,,T SOLF-011WRIG SCREWS 2%2�2' 16 Gk ANGLE CLIP
2*X2*a* 16 GA. ARGUE CLIP SECURED SECURED WITH (4) #12-144-
WITH (4) #12-14,d' 5EU`-DRA_UNG 16 GA. ANGLE CUP SECURED SELF-ORR.L.NG SCREWS
SCREWS I � 1 2:
WITH 141 #12-144' SELF-DRIWNG
SCREWS S%GLE OR COURTS IS HEADER
INTERMEDIATE POST TO -
END POST TO BASE RAIL HEADER/E3ASF RAIL/OR HEADER. CONNECT ION
CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1
1
2"x2"x2" 16 GA. ANGLE CLIP SECURED
WITH (4) #12-14xi- SELF -DRILLING
16 GA. ANGLE CLIP
WITH (4) #12-144-
LUNG SCREWS
NON-STRUCTURAL HEADER OR
WINDOW RAIL TO POST DETAIL --
MAX.
MAX.
MIN.
SIDE WALL ROLL -UP
DOOR HEADER DETAIL
25 GAUGE ROOF SHEADANG SECURED
WITH (1)#12-tA4' SELF-DRLUNG
SCREWS 0 6' DID. Is" D.C. MAX.)
1" 16 GAUGE FURRING CHANNEL 48-
OC� VAX_ SECURED WITH (2)#12-14xl'
SELF -DRILLING SCREWS TO EACH RAFTM
ROOF PANEL CONNECTION
VERTICAL SHEATHING OPTION
MINIMUM 6" IS GPPUE- NIPPLE
TO WALL POST WITH
4,j- SELI'-DRIWING SCREWS
OR DOUBLE IS HEADER
HEADER CONNECTION DETAIL
OPTION 2
NIPPLE
MINIMUM 6' IS NIPPUE- NIPPILZ
SECURED TO WALL POST if,"
(4)112-14,4- SEUF-DRILUNG SCREWS
POST TO TRUSS
CONNECTION
J12-141j' SELF -DR -LUNG
NSTA� PER MANUFACTURERS INSTRUCTIONS
2
bl4xl� SELF -DRILLING
SCREWS 0 61 Q�C. MAX.
NIPPLE Td\1A:L
TRU&S� V\
26 Glk. RIDGE CAP
SCREWS 0 10' O.C_ MAX, 3"
IF MAX. MOM CORNERS
MAIL FROM CORNERS
HORIZONTALLY/ 4" MAX. MOM
CORNERS VMMALLY
4
15 Gk U-CHANNEL BRACE,
MIN. 24- UP TO 7' POR7,
Mft 48� YlER 7' POST. MIN.
16 GA. ROOF
4u TO MAX 67 MOM
SHEATHING
INTEROR EXTERIOR
A, FIORIZ. (EXCLUDE END -WALLS
26 GAUGE ROOF SHEATHING SECURED
M;NIMUM 6' TS NIPPLE. NIPPLE
\ h,
ANIMUM 24* Ts NIPPm
"""A S, Nep.,
SCREWS a 9, D.C. 14M
91" -.1
SECURED TO WALL POST WITH
(4)#t2-I4,j- SELF-DRILUNG SCREWS
DOOR FRAME TO POST
ROLL -UP DOOR TO
BOX EAVE RAFTER TO
TRUSSED RAFTER
ROOF RIDGE CAP
CONNECTION
POST CONNECTION DETAIL
-POST CONNECTION
CONNECTION DETAIL
REINFORCEMENT
DESIGN PRESSURES
— 160 Mph
ROOF
+22.0/-48.4
WALLS
+25.4/-22.8_
DOORS
+25.4/-22.8_
WINDOWS
+25.4/-22.8
1
2
3
1 4
1 5
ZONE
+ 11.7
—25.8
+14_3
—39.1
+22.0
—48.4
+25.4
—22.8
+23.8
—20.1
APPROVED PRODUCTS
APPROVAL NO.
ROOF SHEATHING
Carports Anywhere
FL27402.1
Hampton Rib Roof Panel
WALL SHEATHING
Carports Anywhere
FL27403.1
Hampton Rib Wall Panel
SWINGING DOOR
ELIXER DOOR AND METAL COMPANY
I'Ll 7996.5
407 STEEL DOOR
ROLL —UP DOOR
JANUS INTERNATIONAL CORPORATION
I'Ll 2765.4
SERIES 3100
WINDOW
MI WINDOWS AND DOORS
I'Ll 7499.1 —R2
MODEL 185 SH
2017 69, Edrimm.
rRucTioN �E
CATEGORY'
PROTECTION
SUPPRESiSION
SPEED
INTERNAL PRESSURE COEFFICIENT
I- a'.
IMPORTANCE FACTOR
1.15
ROOF DuW LOAD
1.11
ROOF URE LOAD
Tlj�.R . -.1w I...
FLOOR DEAD LOAD
FLOOR UW LOAD
Cos,
'R" RATING OF WALLS. PUGOR� ROOF
N/A
MODULES PER BUILDING
I
HURRICANE PROTECTION USAGE
NO --
HURRICANE SHELTER USAGE
1SQUARE FOOTAGE
12,100 50. FT.
V.TB
5701 B.chanon Dr., F',. Pie,ce, 34982
701 X 30*W X 14'H
SEF-SADRS, ANG/GR OTHER LOCAL MOE REXIOREMENTS ME
pe RESPONSIBILITY or THE O^ER.
Boor AND WALL S.�I.N�'SECURED WITH #12-14xl'
SEUF-DRIUJNG SCREWS WITH SEAL. WASHERS 0 6' D.C. MAX.
FELD FRAMING CONNECTIONS SECURED WITH #12-14xs/e
SELF-DRILUNG SCREWS.
ALL SHOP FRAMING CONNECTIONS ARE TO BE WEUUEa NO
WELDING ONSDE. ALL WELDING GORE IN SHOP -
CONCRETE SlPANVONS ANCHORS ME TO BE M NIMUM
1/2�ll'. 2.50013 TENSILE STRENCRA.
12 OR HIGX FRAMING 6 2.5,UL5' TUBE STI RIPPLES
I
3/23/19
Matthew T. Baldwin P.E.
Florida License #64608
1160 Priveh, ftm. DvWnd. FL 32720
Sheet: CA-4 OF 4