HomeMy WebLinkAboutCARPORT PLANSCAR ANYWHERE
RECEIVED
2 X52'" CONCRETE WEDGE ANCHOR WITHIN 6"
OF EACH POST/TRUSS ALONG SIDES AND
'p
J JUL 0 2019
EVERY OTHER END —WALL POST
CODE INFOR TION
CODE VERVON
FBD 2017 6e, FJR'an. 0.50E-]-IO
24"
EMBEDMENT MIN.
MANUFACTURER
CSPONO;. NmE
ST, Lucie County, Permitting
1.25" MIN. BASE RAIL
BUILDING ME
UMRY SDTICIURE
CONSTRUCTION TYPE
II-B
GRADE .. U
v
RISK CATEGORY
PRE PfiOTECTON
NONE
Iol
-FIRE
SUPPRESSION SYSTEM
NONE
_ I
—EXISTING CONCRETE SLAB
OccupmcY
smPAGc s-z
BFSTC WIND SPEED
v+-160mvE
EYPOSURE
Q
ENCLOSURE
OPm
INTERNAL PRESSURE COEFROENT
IMPORTANCE FA TOR
I.I6
ROOF OFAD LOAD
IOPSF
ROOF LIVE LOAD
2QPSF OR 3001E PONT LOCO
RWR DEAD LOAD
!f F
FLOOR UNE LOAD
SOPEF
! EXISTING CONCRETE
RAIL
MOOR. ROOF
OF WALLS.BUILDING
-"
N/A
MODULES PER BUILDING
MODULES
f
/BASE
ANCHOR DETAIL
H
No
RISE SRE� U�E°`E
SQUARE FOOTAGE
900 SO. FT.
REVISIONS
REV
OESCRIPTON
DATE
BY
0
I
I
O
r7
EXISTING CONCRETE SLAB
DrOvn er: MTB
6/14/19
«"DP
2909 25th St., Ft. Pierce, 34946
mr:
301 % 30'W % 9'H
1. 1:HS NOTFc
TTHIS BUILDING AM IS EERE RIPT nON THE FRG ENERGY
I AILNTSEEL CUBING OSWLLBE50 XS! Sh A
&PLUMBING. ELEVO; TY
ETINGRESS/EGRESS, PROPER
ER HER LOCAL CODE REQUIREMENTS ARE
S-&1CK5. OTH
THE PESPON9B611Y OF ME OWNER.
4. ROOF AND WALL EPEATMNG SECURED WDH /12-14z1'
SELF-ORRUNC SCREWS WRH SM WASHERS O 6' O.C. MAIL
B. RELD FRAMING CONNECTIONS SECURED WITH /12-14.3/4'
SUS -DRILLING SCREWS.
S. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. NO
WELDING ONSIIE. ALL WELDING DONE IN SHOP.
].CONCRETE ENP4N90NS MICHORS ARE TO BE MINIMuM 1/2'
Al.lit;
�y
REVIE
_ w
oME
FOR
DKMEIER h 2,5Wte TENSOL STRENGM.
&12 OR 14G1 FRAMMO R 2b'14LV TUBE STEEL NIPP.E5
21 Y V CUBE STEEL.
DE COI
IF LIANCE
S Ll3Cl
C UNTY
L_
a-
EO
y3 J
SU NNE
uI ie�t�ll>By
w
6/ 15/ 19
z
MattheW T. Baldwin P.E.
Florida License #54606
(L
Sheet: CA— OF 4
30'_0„
MINIMUM 6' TS NIPPLE NIPPLE -
MINIMUM 6' TS NIPPLE, NIPPLE SECURED TO WALL POST WITH MINIMUM 6' 15 NIPPLE NIPPLE
SECURED TO WALL POST WITH (4)812-1413' SELF -DRILLING SCREWS - SECURED TO WALL POST WITH
(4)#12-14p1' SELF -DRILLING SCREWS (4)812-14X]' SELF-DRWNG SCREWS
1}' UP
IPPLE TO NIPPLE i0 2'X2"x2" 16 GA ANGLE CLIP SECURED SECURE' WITH
GA ANGLE 14,
E FULL BASE RAIL WITH (4) 812-14xj' SELF-OWWNG
SECURED WITH (4) 812-14rj
y SCREWS 2%2'. ' 16 GA. ANGLE CLIP SECURED SELF -DRILLING SCREWS
1 WITH (4) #12-14,r SELF-DRIWNG
SCREWS
• III i T .I III _I — SINGLE OR DOUBLE TS HEADER SINGLE OR DOUBLE TS HEADER
NIPPLE TO
BASE RAL
INTERMEDIATE POST TO
POST TO BASE RAIL END POST_ TO BASE RAIL HEADER/BASE RAIL/OR HEADER CONNECTION HEADER CONNECTION DETAIL
CONNECTION CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1 OPTION 2
2"x2"x2" 16 GA. ANGLE CUP SECURED
WITH (4) #12-14x4" SELF -DRILLING
SCREWS
VARIES 26 GAUGE ROOF SHEATHING SECURED
WITH (1)812-14X)' SELF -DRILLING NIPPLE TO f}"
D. MAX. SPACING SCREW$ 6 6' O.C. (9' O.C. MAY) TRUSS
ST
Mw '�
R16 GA. ANGLE CLIP SECURED
3" MIN, •
SECUREE D WITH (4) #12-74z1°
SELF -DRILLING SCREWS
MINIMUM 6' 15 NIPPLE. NIPPLE
SECURED TO WALL POST WITH
ISTD. MAX. SPICING 1' 16 GAUGE FURRING CHANNEL 48' (4)812-144' SELF -DRILLING SCREWS
O.C. MAX. SECURED WITH (2)812-14v1'
VARIES SELF -DRILLING SCREWS TO EACH RAFTER.
Q
NON-STRUCTURAL HEADER OR ' SIDE WALL ROLL -UP
WINDOW RAIL TO POST DETAIL DOOR HEADER DETAIL ROOF PANEL CONNECTION POST TO TRUSS
VERTICAL SHEATHING OPTION CONNECTION
INSTALL PER -MANUFACTURERS INSTRUCTIONS
114X1' SELF-DRIWNG NIPPLE TO
#12-144" SELF-DRIWNG SCREWS O 6' O.C. MAX. & TRUSS
SCREWS O 10' O.C. MAX.. 3' 6' MAX. FROM CORNERS %s
MAX. FROM CORNERS 2 1 16 G4 U-CHANNEL BRACE, r
HORIZONTAIIY/ 4" MAX. FROM �p f MIN. 24' UP TO )' POSIT.CORNERS VERTICALLY�J4,I MIN. 48' OVER T POSE. MIN.
46' TO MAX, e0' FROM _
INTERIOR EXTERIORZ r N HORIZ. (EXCLUDE END -WALLS) }1.
)8„
9 MINIMUM 6' TS NIPPLE. NIPPLE F" MINIMUM 24' TS NIPPLE
SECURED TO WALL POST WITH
Z}"--I (4)B+2-144" SELF-DRaLLNc SCREWS
DOOR FRAME TO POST
CONNECTION ROLL -UP DOOR TO BOX EAVE RAFTER TO TRUSSED RAFTER
POST CONNECTION POST CONNECTION DETAIL CONNECTION DETAIL
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
4
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
Hampton Rib Roof Panel
FL27402.1
REVIEWED FOR
CODE COMPLIANCE
S'T. LUCIE COUNT
BOCC
CODE VERSION
IHC M19 Co, Eemn• ASCE-7-10
MANUFACTURER
CAMOMS "HERE
BUILDING TYPE
UDUn' STRUCTURE
CONSTRUCOON TTPE
a-e
NSK CATEGORY
I
FIRE PROTECTION -
NONE
RRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STCPAGE S-2
BASIC WIND SPEED
VvIeo n
EXPOSURE
O
ENCLOSURE
OPEN
ROOF DEAD LOAD
IOPSF
ROOF LIVE LOAD
2OPSr OR 300m PONT LOAD
FLOOR DEAD LOAD
IOPY
FLOOR LINE LOAD
5OPSF
"A' RATING OF WALLS. FLOOR ROOF
WA
MODULES PER BLUING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
900 SO. FT.
REVISIONS
MTB
6/14/19
2909 28th St., Ft. Pierce, 34946
301 X 30'W X 9'H
3UI� IS EXEMPT MOM WE FRC ENERGY
iE ATON CODE PER SECTION CI(N.A2.
IEM TUBING SWL BE b0 K9 SIR➢,
IING, ELECTWCAL, INCRFSSACRESS. MOPEHi
ACKS, ANO/OR OTHER LOCAL CODE REQUIREMENTS ME
ESPONSIBNTT OF WE OWNER
AND WALL SHEATHING SECURED WITH i12-1b1-
DRIWNG SCREWS WITH 5 WASHERS o 6' O.G MAX.
FRAMING CONNECTONS SECURED WITH 012-14v3/4-
DRIILNG SCREWS
HOP PRIMING CONNECTIONS ME TO BE WELDED. NO
VG ONSNE. ALL WELDING DONE IN SHOP.
IETE EXPANSIONS ANCHORS ME TO BE MINIMUM 1/2-
'ER & 2,6001E TENSILE STRENGTH.
14Gk. FRAMING 6 2.5'4.6' TUBE STEEL. NIPPLES
TIRE STEEL
A
6/15/19
(n
J
Q Mlorid, T. BaI,se Win#6 P.E.
Florida License /j64608
w Q Sheet: CA-4 OF 4
Ado3 3119
File Copy