HomeMy WebLinkAboutConstruction Plansi
,1
10 —0" 10'-0" 16'_0
(V _
_
ME
ROLL —UP SWINGING ••
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I --------------------------------------------------- - -- -.- - ----- --------- -----------------------------------------------------------------------------
I i
I 1: THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND ;;
I BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY
SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.
2. THIS STRUCTURE IS DESIGNED AS A NON -HABITABLE UTILITY/STORAGE BUILDING (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD i
- LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS, IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING i
DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST, AND NOT PROVIDED AND INSTALLED
BY CARPORTS ANYWHERE; INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK. CARPORTS RECEIVED ;
ANYWHERE NOR THE ENGINEERING DESIGN SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE I
APPLICATION OF ADDITIONAL LOADS. NOV �` 1010 ..
3. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION C101.4.2.
CODE INFORMATION
CODE VERSION
' •" -
FBC 2017 6th Edition
ASCE=7-10 .
ANUFACTURER
CARPORTS .ANYWHERE
BUILDING -TYPE
UTILITY- STRUCTURE
CONSTRUCTION TYPE
II-B
RISK CATEGORY
I
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY,°',.
UTILITY, U
WIND SPEED
Vult-165mph
I 4. ALL STEEL TUBING SHALL BE 50 KSI STEEL AND MEETS/EXCEEDS GALVANIZATION PER ASTM A1003/A1003M-15. I
5. PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, AND/OR OTHER LOCAL CODE REQUIREMENTS ARE THE Permitting Department I
RESPONSIBILITY OF THE OWNER. St, Lucle County I . •.
6. ROOF AND WALL SHEATHING SECURED WITH #12-140" SELF -DRILLING SCREWS WITH SEAL WASHERS ® 6" O.C. MAX. I
' 7. FIELD FRAMING CONNECTIONS SECURED WITH #12-140/4" SELF -DRILLING SCREWS.
8. ALL SHOP FRAMING CONNECTIONS ARE TO BE WELDED. NO WELDING ONSITE. ALL WELDING DONE IN SHOP BY A CERTIFIED WELDER.
9. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2" DIAMETER & 2,500LB TENSILE STRENGTH. i
10. 12 GA. FRAMING IS 2.5"x2.5" TUBE STEEL. NIPPLES ARE 2.25"x2.25" TUBE STEEL.
I
o
EXPOSURE .'
B
ENCLOSURE.'.'
ENCLOSED
INTERNAL .PRESSURE COEFF:
+ - 0.18
IMPORTANCE FACTOR "
1.0
ROOF DEAD LOAD ..
10PSF-•
ROOF LIVE LOAD ' '
0PSF OR .3001b. P.L
FLOOR DEAD LOAD
tOPSF
I
ROLLYUP
D0OjR
A"xZ4" EXPANSANC R WITHINNG 6" I
POST/`ION
OF EACHES
AND EVERY OTHER END -WALL POST
FLOOR LIVE LOAD
50PSF
"R"RATING OF WALLS,FLOOR,ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
I I
I i
2" MIN. BASE RAIL
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
11.200 SQ. Fr.
o
I
I
GRADE_ i
d I
NOTES: IN
SUB -GRADE SOILS: j_ ' I II. " 2,500 PSI 4" B WITH i
—' I CONCRETE SLA � -TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION `"
R318 AND 1816 OF THE 2017 FLORIDA BUILDING CODE, 6TH EDITION I W.W.F. OR FIBER MESH
- INI UM 2,600 PSI COMPRESSIVE STRENGTH AT 28 DAYS f'—•12' (2) #5 REBAR ® 6" O.C.
MINIMUM SOIL BEARING CONTINUOUS WITH MINIMUM
-ALL OPEN AREAS OF CONCRETE OUTSIDE OF THE PROPOSED STRUCTURE SHALL BE CAPACITY 2,000 PSF TYP. ~'
( ) 19" OVERLAP SPLICE
I DESIGNED TO SLOPE AWAY FROM THE STRUCTURE z
i REINFORCING STEEL (REBAR) REQUIREMENTS; i O
REVISIONS
REV
DESCRIPTON
DATE
BY
1
MI WINDOWS
10/27/20
MTB
2
NO WINDOWS, DOOR PRODUCT
10/29/20
MTB
M
-MINIMUM GRADE 40 STEEL CONCRETE FOUNDATION /BASE RA I L I lz
-REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED: i
-THE REBAR IS BENT COLD ANCHOR DETAIL
-THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED i
6-BAR DIAMETERS: AND i
-REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT ,
PLAN VIEW i
EXCEPT IN CASES WHERE DOWELS NEED TO BE BENT TO ALIGN WITH A VERTICAL 2•5" DOOR FRAMING'
CELL THESE REBAR MAY BE BENT NOT TO EXCEED TO SLOPE OF 1"
HORIZONTALLY TO 6" VERTICALLY." RECESS
DRAWN BY: MTB
DATE
LocnnON:
6505 Lakeland Blvd., Ft. Pierce
SIZ' 401 X 30-W X 11-H
-COVER: OOR WIDTFf I
-2" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY _
REVIEWED
O
IN CONTACT WITH SOIL OR WEATHER, AND 1j" ELSEWHERE. REBAR EMBEDDED IN
GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 4" FOR FINE i
®®®��fJ�Li��
�j
GROUT, AND }" FOR COARSE GROUT BETWEEN REBAR AND ANY" FACE OF A CELL. ELEVATION VI EW
REBAR USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER INCLUDING
0
p L
■
F'�TY ®
UCI COUNTY
I
GROUT) OF NOT LESS THAN 2" FOR MASONRY UNITS WITH FACE EXPOSED TO DOOR FRAMING
EARTH OR WEATHER, AND 1j" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR ;
' WEATHER. J" RECESS I
00
tl S
ao%cc
/r
' GALVANIZATION:
-METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY 75" 4" OOR WIDTH ;
EXPOSED TO WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, I
CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED I
DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. OPTIONAL ROLL -UP DOOR ;
I
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1
b
ILE COr y
CONCRETE SPLASH -GUARD RECESS
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I
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I
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I
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I ,
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MIN. 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER
MESH) AND 12"x12" REINFORCED FOOTER PERIMETER 12"x12" REINFORCED FOOTER
----------------------------------------------------------------------------------------------- �--------------------------------------- -
------------------------------------------------------------------------- ----;
W
10 / 3 0 / 2 0
Matthew T. Baldwin P.E.
z
Florida License #64608
I -I
40'-0
" IL_
Sheet: CA- q 1 OF 4
11 tap
_o D.C. .
CAKURTS
CODE INFORMATION
CODE VERSION FBC 2017 6th Edition
ASCE-7-10
MANUFACTURER CARPORTS ANYWHERE
BUILDING TYPE UTILITY STRUCTURE
CONSTRUCTION TYPE a—B
ROLL —UP RISK CATEGORY I
DOOR
c FIRE PROTECTION NONE
c
FIRE SUPPRESSION SYSTEM NONE
OCCUPANCY UTILITY, U
WIND SPEED Vult-165mph
EXPOSURE B
ENCLOSURE ENCLOSED
INTERNAL PRESSURE COEFF. +/— 0.18
IMPORTANCE FACTOR 1.0
ROOF DEAD LOAD 1OPSF
3'-s}y1' �3'-ti 3'-9�1• 3'-e}61• 3'-8 ROOF LIVE LOAD OPSF OR 3001b P.L.
30'-0"
FRONT END WALL REAR END WALL FLOOR DEAD LOAD toPSF
FLOOR LIVE LOAD 50PSF
"R"RATING OF WALLS,FLOOR,ROOF N/A
MODULES PER BUILDING 1
HURRICANE PROTECTION USAGE NO
HURRICANE SHELTER USAGE NO
SQUARE FOOTAGE 1,200 SQ. FT.
REVISIONS
IREVI DESCRIPTON I DATE I BY
1 MI WINDOWS 10/27/20 MI
2 NO WINDOWS, DOOR PRODUCT 10/29/20 MTB
' D.C. MAX.—
DRAWN BY: MTB
DATE: 7/19/20
LOCAnoN:6505 Lakeland Blvd., Ft. Pierce
SIZE.
IZ. 40'L X 30'W X 11'H
3'-11 3'-11 3'-11 3'-11j° 3'-„j" 3'-,tj" 3'-t,j" V-„j' 3'-11;" 3-11 "
-0" LEFT SIDE WALL REVIEWED
ED FOR
m�
COMPLIANCE
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B01.9
, 0'-O"
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p�q_
FILE COPY
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CD
1
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7
L
O
m
' O.C. MAX.
ROLL -UP
DOOR
SWINGING -
DOOR
Q
3'-0'
Z
Ili.w
10/30/20
,-Ili, 3'-11j" 3'-11;j" 3'-11j' 3'-10}' I-1'-10' 3'-11 '-11 I
MattheW T. BaldWin P.E.
W
Florida License #64608
RIGHT SIDE WALL
Sheet: CA-2 OF 4
FRONT END WALL
SWINGING
DOOR
LEFT SIDE WALL
RIGHT SIDE WALL
REAR END WALL
GARPOR75I,.
CODE INFORMATION
CODE VERSION
FBC 2017 6th Edition
SCE-7-10
MANUFACTURER
CARPORTS ANYWHERE
BUILDING TYPE
UTILITY STRUCTURE
CONSTRUCTION TYPE
II—B
RISK CATEGORY
I
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
JlNoNE
OCCUPANCY
1UTILITY. U
INTERNAL PRESSURE COEFF.
+/— 0.18
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
10PSF
ROOF LIVE LOAD
20PSF OR 300Ib P.L.
FLOOR DEAD LOAD
1OPSF
FLOOR LIVE LOAD
50PSF
"R"RATING OF WALLS,FLOOR,ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
1,200 SQ. FT.
1 2 INO WINDOWS, DOOR PRODUCT 110/29/20 1 MTB II
UwAnn tlT: MTB
DATE: 7/19/20
�� � ® � LO=ON:6505 Lakeland Blvd., Ft. Pierce
CODE
�g� Ste` 40'L X 30'W X 11'H
CO E CPLIA CE
y
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BOCC
I I FICE COPY
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10/30/20
Matthew T. BaldWin P.E.
Ld
Florida License #64608
C-
Sheet:
CA-3 OF 4
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SCREWS 14x4" SELF —DRILLING
V \ NIPPLE TO
BASE RAIL NIIPPPE I
POST TO BASE RAIL
CONNECTION
2"x2"x2" 16 GA. ANGLE CLIP
SECURED WITH (4) #12-14xj"
SELF —DRILLING SCREWS
NON-STRUCTURAL HEADER OR
WINDOW RAIL TO POST DETAIL
INTERIOR
#12-14x4" SELF—DRIWNG
SCREWS ® 10" O.C. MAX.,
3" MAX. FROM CORNERS
HORIZONTALLY/ 4" MAX.
FROM CORNERS VERTICALLI
EXTERIOR
DOOR FRAME TO POST
CONNECTION
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)#12-14)C SELF—DRIWNG
SCREWS
2"x2"x2" 16 GA. ANGLE CUP
SECURED WITH (4) #12-14)1"
SELF—DRIWNG SCREWS
END POST TO BASE RAIL
CONNECTION
1P
2"x2"x2" 16 GA. ANGLE CUP
SECURED WITH (4) #12-14)4"
SELF—DRIWNG SCREWS
MINIMUM 6" TS NIPPLE. NIPPLE
2"x2"x2" 16 GA. ANGLE CLIP
SECURED TO WALL POST WITH
EWS SELF—DRIWNG.
SECURED WITH (4) #12-14x1"
SELF —DRILLING SCREWS
k(4)#12-14)j-
CODE INFORMATION
CODE VERSION
C 2017 6th Milk
SINGLE OR DOUBLETS
—HEADER
T—�
SINGLE OR DOUBLETS
��PFLE _HEADER
CE-7-10
MANUFACTURER
CARPORTS ANYWHERI
BUILDING TYPE
UTILITY STRUCTURE
CONSTRUCTION TYPE
II—B
INTERMEDIATE POST TO
HEADER BASE RAIL/OR HEADER CONNECTION
WINDOW RAIL DETAIL DETAIL OPTION 1
2"x2"x2" 16 GA. ANGLE CUP SECURED
WITH (4) #12-14,j" SELF —DRILLING
I ES
MAX. SPACIt
r3" MIN.
D. MAX. SPACING
—VARIES
SIDE WALL ROLL —UP
DOOR/FRAME OUT
HEADER DETAIL
INSTALL PER MANUFACTURERS INSTRUCTIONS
#140" SELF —DRILLING
SCREWS ® 6" O.C. MAX.
& 6" MAX. FROM CORNERS
ROLL -UP DOOR TO
POST CONNECTION
DESIGN PRESSURES
- 165 Mph
ROOF
+23.3/-51.6
WALLS
+25.4/-28.6
DOORS
+25.4/-28.6
WINDOWS
+25.4/-28.6
ZONE
1
2
3
4
5
+ 12.0
-26.8
+ 14.9
-40.7
+23.3
-51.6
+24.2
-25.9
+25.4
-28.6
26 GAUGE ROOF SHEATHING SECURED WITH
(1)#12-14x4" SELF —DRILLING SCREWS
2-1-2-1' (6" O.C. (9" O.C. MAX.))
1" 16 GAUGE FURRING CHANNEL
48" O.C. MAX. SECURED WITH
(2)#12-140" SELF —DRILLING
SCREWS TO EACH RAFTER.
ROOF PANEL CONNECTION
VERTICAL SHEATHING OPTION
TO
1 "x2j" 16 GA.
U—CHANNEL BRACE, MIN.
24" UP TO 7' POST, Mlr
48" OVER 7' POST. MIN.
45' TO MAX. 60' FROM
HORIZ. (EXCLUDE
END —WALLS). SECURED
WITH (4)#12-14z4"
SELF—DRIWNG SCREWS.
lm,'w'm,U,M s" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
SCREWS 14)4" SELF —DRILLING
BOX EAVE RAFTER TO
POST CONNECTION DETAIL
TO
HEADER CONNECTION DETAIL
OPTION 2
MINIMUM 6" TS NIPPLE.
NIPPLE SECURED TO WALL
POST WITH (4)#12-14x4"
SELF—DRIWNG SCREWS
POST TO TRUSS
NIPPLE
TRUSSED RAFTER
CONNECTION DETAIL
APPROVED PRODUCTS
APPROVAL NO.
ROOF SHEATHING
Carports Anywhere
FL27402.1—R1
Hampton Rib Roof Panel
WALL SHEATHING
Carports Anywhere
FL27403.1
Hampton Rib Wall Panel
SWINGING DOOR
THERMA—TRU CORPORATION
FL15225.2
"Construction Series" & "Benchmark"
ROLL —UP DOOR
JANUS INTERNATIONAL CORPORATION
FL21450.3
SERIES 3100
U
SPEED
INTERNAL PRESSURE COEFF. + — 0.18
IMPORTANCE FACTOR 11.0
ROOF DEAD LOAD 11OPSF
ROOF LIVE LOAD
20PSF OR 3001b P.L.
FLOOR DEAD LOAD
1OPSF
FLOOR LIVE LOAD
50PSF
"R"RATING OF WALLS,FLOOR.ROOF
N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
IND
HURRICANE SHELTER USAGE
IND
SQUARE FOOTAGE
11.200 SO. FT.
1 2 INO WINDOWS. DOOR PRODUCT 110/29/20 1 MTB 1
. MTB
7/19/20
6505 Lakeland Blvd., FL Pierce
40'L X 30'W X I VH
FILE VID"®PY
91
U) 10/30/20
J
Q Matthew T_ Baldwin P.E.
Florida License #64608
Sheet: CA-4 OF 4
This kem has been eleNon-Ify
Javier Cisneros, P.E agnedandsealed hylanert8 ema, -
%1 pEq `OsP i P.E. using a Dig�l Sigrutare and
2020.12.07, 1 ±* - date. Printed -Pies o/ 64
gtR1EDF :w� do- nt—not-nsldered signed
o -
- - T ; C•;ICHp2:� aM sealM and the signatm•
' mart
00� 05— 22:45.117 °N;;,�a..�� beer�ed- nyele�nic-Pies
30'
electrical
Panel Schedule
NO
17e5cription
poles
frip
Volts
fWirreHHN
Conduit
( kW)
I
keceptacle5 @ 0.12 ktN Each
I
15
120
# I4
1/ 4"
0.418
2.
General 1 iihtinq @ 0.12 kW Each
I
15
120
#14
1/ 4"
0.24
GFCI @ 0,15 kW path
I
15
120
1 # I4
1 1/ 4"
0,15
4.
Exterior l ightinq @.0,12 kW Each
I
15
120
# I1
1/ 4"
056
4,
1 "Conpre55or foc
1
20
240
#6
1 3/ /t"
I 5,4
A.
50 AMP f reacer pram Main House panel f ou: 6.65
proposed Electrical Load Evaluated to f he Existinq Circuit, panel and 5ervice
Loads. No Upgrade is peauired.
RI
Metal I3uildinq Wall
13y Others
New
50 Amp
Panel
lilsconnect
142 PT of # 6 CU Triplex
From Main Hou5e Panel
One ( 1) # 6 Ground In 2ll
Conduit fo Copper Water Pipe
Or # 5 Rebar fo Pooter
REVIEWED FOR
CODE COMPLIAN
ST. LUCIE COUNT
ROCC
PILE COPY
$ :Lighting Switch
$3 - Lightinq Switch - 3-wat
- L icghtinq - Wall Mount
— - L ightinq - Wet P.ated
-C - Lighting - Junction
6fib Receptacle -120 V Ground Fault
0 - Receptacle -120 V
TOP OF PROPO51�12 SLAB
- Receptacle - 240 V
® - Receptacle - �xhau5t Fab with Light
2'' 5ch 40 PVC 6raU
Conduit And 2'' Lonq
Sweep FIbow To Riser Pole
electric Pi5er Petail
From �xi5tinq Main Hou5e Panel
Re5idential Remodel For:
pobert N1a�thew5
6505 Lakeland 131vd
Port Pierce, Florida 34951
E .
Contractor,
Owner
4C tngineerinq; I: c
9905 Spruce lirive
Pt, Pierce, PI 34982
JC64C�N6LLC,COM
c7-72-519-2679
Javier Cisneros, Pf, #70544
fH15 VOCUMENf 15 MOpl UM7Y. FOP
115M 6Y aIMNf ANP P7 516NAZP
eCIPIMNt5 ONLY, OFFICX PLAN5 6Y
JAVIER 05NM O5; P.E. MU5f NAVE 5EAI,
WI1N-OFUINAI. 516NAfM- IF 51602
PICI A MAP M, PFINTMP COP E5'OF
fH15 I2OCUMFNf-M NOf CON5119M2
-51607 ANP 5MA P ANt7 tip
516NA119 MU5f PEVEpIFV? ON ANY
EI.ECVONIC COM5.
ne5lgn 13y: KCC - -
Approved -Pq: JC
&vi5icn 17ae; 12/ 7/ 20
pevwon #I; &vised Electric kiser diagram
and added no rbmkna note
tevision bate;
pevislon # 2;
t evision Pate;
i evlsion '#3:
Pate: 09/ 16/ 20
Project #: 2020-053 1
electrical
NOTE � f70
PMWIN65. U51� WRITTEN t2WN510N. ANY nI5CV
l31� C3ROUGNf TO TNT AftNflON OF 1N� P�516W.
A,05 / A,05