HomeMy WebLinkAboutMASTER ANCHORING PLANSSCANNED
BY
WEATHER KING PORTABLE BUILDINGS
760 WESTBROOK ROAD
HICKORY, KY 42051
GENERAL NOTES:-
1. ANCHORING PLANS ARE TO BE USED IN CONJUNCTION WITH BUILDING PLANS, 8. GROUND ANCHORS DESIGNED FOR SOIL CLASS 4a OR BETTER.
SUBMITTED SEPARATELY.
2. DESIGN LOADS ARE IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE.
3. WIND LOADS ARE BASED ON THE FOLLOWING:
ULTIMATE DESIGN WIND SPEEDS: (2014 FBC FIGURE 1609C)
Vult = 120 MPH
Vult = 140 MPH
Vult = 160 MPH
RISK CATEGORY I
EXPOSURE CATEGORY C
INTERNAL PRESSURE COEFFICIENT: GCpi = t0.18
4. THE MINIMUM ANCHORAGE SHALL BE AN ANCHOR AT EACH CORNER OF THE BUILDING.
LOCATE THE ANCHOR WITHIN 12 INCHES FROM THE CORNER. REFER TO ANCHOR SCHEDULE FOR
ADDITIONAL ANCHORS THAT MAY BE REQUIRED. ANY ADDITIONAL ANCHORS BETWEEN THE CORNERS
SHALL BE SPACED EQUALLY.
5. WEATHER KING IS NOT RESPONSIBLE FOR THE PREPARATION OF THE PROPOSED SITE OR
DETERMINATION OF THE SITE'S SUITABILITY TO SUPPORT THE PROPOSED STRUCTURE. IT IS THE
PROPERTY OWNER'S RESPONSIBILITY TO DETERMINE IF SITE CONDITIONS ARE SUITABLE TO SUPPORT
THE STRUCTURE.
6. TIE -DOWNS AND EARTH ANCHORS ARE TO BE SUPPLIED AND INSTALLED BY THE PROPERTY OWNER.
WEATHER KING IS NOT RESPONSIBLE FOR ANCHORING THE BUILDING.
THE SCHEDULES INDICATE THE RECOMMENDED NUMBER AND TYPE OF BUILDING ANCHORS TO BE
INSTALLED BY-THE-2ROPERTY OWNER ALONG EACH SIDE OF THE BUILDING. GROUND ANCHORS
SOIL CLASS 4a: CONSISTS OF LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND SILTS, ALLUVIAL FILL.
BLOW COUNT, PER ASTM D1586, OF 18 TO 23, AND A READING ON A TORQUE PROBE OF 276 TO
3501NCH POUNDS. THE MINIMUM ANCHOR LENGTH FOR SOIL CLASS 4a SHALL BE 48 INCHES.
RECEIVED
MAR 0 5 2018
ST. Luc)e County, Permlglno
SHALL BERATED FOR SOIL CLASSfFICATION_4a. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO
VERIFY THE SOIL TYPE FOR THE SITE WHERE THE BUILDINGiS TO BE -PLACED. FILE COPY
—�
..MASTER ANCHORING PLANS-FLORIDA-FBC 2014
�•v�GENS�;•.; 7�
No.77209
Ot STATE
A OF
Nq-c--:ather
.ice o
PORTABLE BUILDINGS
l DATE. 07-21-2015 l
DRAWN BY: KLN
CHECKED BY: KLN
REVISION:
SHEET NUMBER
S-0-AP-Fl
SCALE: NONE
SCHEDULES FOR GROUND ANCHORS W/ STRAPS
UPLIFT ANCHORAGE SCHEDULE FOR WIND UP TO 120 MPH
BLDG
NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH
10'-0'
12'-0"
14'-0-
16'-0"
18'-0°
20'-0°
22'-0°
24'-0"
26'-0'
28'-0°
30'-0"
32'-O"
8'-0'
2
2
3
3
-
19-0"
2
2
2
3
3
3
11'-2'
-
-
-
3
1 3
3
3
3
3
3
3
4
UPLIFT ANCHORAGE SCHEDULE FOR WIND 121 TO 140 MPH
BLDG
NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH
10'-O'
12'-0°
14'-0"
16'-0"
18'-0"
20'-0'
22'-0"
24'-0"
26'-0'
28'-0"
30'-0"
32'-0"
8'-O'
3
3
4
4
10'-0"
3
3
3
3
4
4
3
1 4
4
4
4
5
5
5
5
UPLIFT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MPH
BLDG
NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH
10'-0"
12-0"
14'-0°
1&-0"
18'-0'
20'-0°
22'-0°
24'-0°
26'-0-
28'-0"
30'-0"
32'-0"
8'-O"
4
4
5
5
-
—10'-O"—
--4__
_4
4
4
5
5
11'-2"
-
-
4—
—5—
—5—
bf
5
6
6
7
7
,0%%',4j4 s�-- MASTER ANCHORING PLANS--FLORIDA--FBC 2014
No.77209 * PROJECT NO: SHEET NUMBER
4 ;. F� DATE: 07-21-2015
,0'�'•. <OR10P° • • ,� `DRAWN BY:KLN
Weathq-;-ari CHECKED BY: KLN S-1.1-AP-FL
��",� "`"•�- z.-,s PORTABLE BUILDINGS REVISION: SCALE:
SCHEDULES FOR EYE ANCHORS BOLTED TO BUILDING
UPLIFT ANCHORAGE SCHEDULE FOR WIND UP TO 120 MPH
BLDG
NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH
10'-V
I 12'-0"
14'-0"
16'-0"
18'-0"
20'-0"
22'-0"
24'-0"
26'-0"
28'-0"
30'-0"
32'-0"
8'-0"
2
3
3
4
-
-
10'-0"
2
3
3
3
4
4
11'-2"
3
3
3
3
4
4
1 4
1 4
5
UPLIFT ANCHORAGE SCHEDULE FOR WIND 121 TO 140 MPH
BLDG
NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH
10'-0"
12'-0"
14'-0°
16'-0"
18'-0"
20'-0"
22'-0"
24'-0"
26'-0"
28'-0"
30'-0"
32'-0"
87-0"
4
4
5
5
-
10'-0"
3
4
4
4
5
5
-
4
5
5
5
5
6
6
7
7
UPLIFT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MPH
BLDG
NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH
10'-0"
12'-0"
14'-0°
16'-0°
18'-0°
20'-0"
22'-0°
24'-0"
26'-0°L2&-O.]��30'-0"
32'-0°
8'-0"
5
5
6
6
-
-
10'_0"4
5
5
5
6
611'-2"
----5—
_ 6
6
7
7
8
9
Js. .---- --FLORIDA--FBC 2014 MASTER ANCHORING PLAINS
Ho'772 9 * PROJECT N0:
1/ SHEET NUMBER
Q , SIACE DATE: 07-21-2015
DRAWNBY: KLN S-1.2-AP-FL
WeatherKing CHECKED BY: KLN
�.���,PORTABLE BUILDINGS SCALE:
REVISION:
CONCRETE SLAB
TIE DOWN ANCHOR.
REFER TO SCHEDULE
FOR SPACING (TYP)
I ATTACH ANCHOR TO
CONCRETE W/ W DIA.
EXPANSION BOLT W/
i 3' EMBEDMENT (TYP)
PROVIDE 2x TRTD BLOCKING AT BOLT
LOCATION. PLACE W/ GRAIN RUNNING 20 GA. x 1Y," WIDE GALVANIZED
VERTICALLY. ATTACH TO RIM JOIST STRAP EXTENDED OVER SKIDS.
ATTACH ANCHOR TO W/ (6)10d NAILS MIN. ATTACH TO ANCHOR WI SLOTTED
BOLT PER MANUR SPECS.
RIM BOARD W/Y7 0
BOLT W/ WASHER
(GALV.)
NI
REFER TO SCHEDULE REFER TO SCHEDULE
FOR ANCHOR INFO. FOR ANCHOR INFO.
FINISH FINISH OUTSIDE
GRADE GRADE SKID (TYP)
1-BOLTED EYE ANCHOR DETAIL 2-TYPICAL ANCHOR W/ STRAP DETAIL
20 GA. x 1Y4'WIDE GALVANIZED
STRAP EXTENDED OVER SKIDS.
ATTACH TO ANCHOR W/ SLOTTED
BOLT PER MANUF. SPECS.
CONCRETE.. ON
4°MIN GRADE BY OTHERS.
3-TYPICAL CONCRETE ANCHOR W/ STRAP DETAIL
OUTSIDE
SKID (TYP)
w �O
FINISH Z) p U
GRADE cf K y
Co (L
RECOMMENDED GROUND
ANCHOR SCHEDULE
SOIL
CLASS
ANCHOR DESCRIPTION
%e 0 ROD x 48" LONG w/ (1) 6" HELIX
3/4" 0 ROD x 48" LONG w/ (1) 6" HELIX
4a
%' 0 ROD x 48" LONG w/ (2) 4" HELIX
EYE ANCHOR - %e 0 ROD x 48" LONG w/ (1) 6" HELIX
EYE ANCHOR - 3/4 0 ROD x 48" LONG w/ (1) 6' HELIX
NOTE: REFER TO NOTE 8 ON SHEET S-0 FOR SOIL CLASS
DESCRIPTION.
MASTER ANCHORING PLANS--FL0RlDA--FBC 2014
PROJECTNO: SHEET NUMBER
' ' DATE: 07-21-2015
Weathq,=,%rt(ing,DRAWN KLN
BY: K N S-21-AP-FL
CHECKED BY:
PORTABLE BUILDINGS REVISION: SCALE:1"=r-0
PROVIDE 2x TRTD BLOCKING AT BOLT
LOCATION. PLACE W/ GRAIN RUNNING
VERTICALLY. ATTACH TO RIM JOIST
ATTACH ANCHOR TO W/ (6)10d NAILS MIN.
RIM BOARD WIY" 6
BOLT W/ WASHER
(GALV.)
FINISH
'F GRADE
N
REFER TO SCHEDULE
FOR ANCHOR INFO.
OPTIONAL 16'xl6"x4" SOLID MASONRY
BLOCK PAD. REFER TO SCHEDULE
FOR QUANTITY AND SPACING.
1-BOLTED EYE ANCHOR DETAIL W/ OPTIONAL BLOCK PAD
OPTIONAL BLOCK PAD SCHEDULE
BLDG
NUMBER OF PADS BENEATH EACH SKID
WIDTH
10'-0'
I 12'-0"
14'-0"
16-0"
18,-0•
20,-0"
27-0"
24'-0-
26-0•
28,-0"
30,-0"
37-0"
8`-0"
2
3
3
3
10'-0'
2
2
2
3
3
3
#
117-2"
-
3
3
3
3
1 3
3
37
4
NOTES: 1: BLOCK PADS ARE OPTIONAL
2. BLOCK SIZES-SHOWN-ARE.NOMINAL. PADS MAY CONSIST OF
EITHER A SINGLE 16xl6 BLOCK OR (2)-16x8 BLOCKS_
3. BLOCK PADS SHALL BE PLACED WITHIN 12 INCHES OF EACH —
BUILDING CORNER. ADDITIONAL PADS, AS REQUIRED, SHALL
BE SPACED EQUALLY.
20 GA. x ty" WIDE GALVANIZED
STRAP EXTENDED OVER SKIDS.
ATTACH TO ANCHOR W/ SLOTTED
OUTSIDE BOLT PER MANUR SPECS.
SKID (fYP)
REFER TO SCHEDULE
FOR ANCHOR INFO. u U
OPTIONAL 16"xl6"x4' SOLID MASONRY
BLOCK PAD. REFER TO SCHEDULE
FOR QUANTITY AND SPACING. (fYP)
2-TYPICAL ANCHOR W/ STRAP DETAIL W/ OPTIONAL BLOCK PAD
FINISH
GRADE
WEATHER KING PORTABLE BUILDINGS
760 WESTBROOK ROAD
HICKORY, KY 42051
GENERAL NOTES:
1. ANCHORING PLANS ARE TO BE USED IN CONJUNCTION WITH BUILDING P
SUBMITTED SEPARATELY.
2 DESIGN LOADS ARE IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING
3. WIND LOADS ARE BASED ON THE FOLLOWING:
ULTIMATE DESIGN WIND SPEEDS: (2014 FBC FIGURE 1609C)
Vult =120 MPH
Vult =140 MPH
Vult =160 MPH
RISK CATEGORY I
EXPOSURE CATEGORY C
INTERNAL PRESSURE COEFFICIENT: GCpl-±0.18
4. THE MINIMUM ANCHORAGE SHALL BE AN ANCHOR AT EACH CORNER OF,
LOCATE THE ANCHOR WITHIN 12 INCHES FROM THE CORNER. REFER TC
ADDITIONAL ANCHORS THAT MAY BE REQUIRED. ANY ADDITIONAL ANC[
SHALL BE SPACED EQUALLY.
5. WEATHER KING IS NOT RESPONSIBLE FOR THE PREPARATION OF THE PI
DETERMINATION OF THE SITE'S SUITABILITY TO SUPPORT THE PROPOSI
PROPERTY OWNER'S RESPONSIBILITY TO DETERMINE IF SITE COND IOI
THE STRUCTURE
6. TIE -DOWNS AND EARTH ANCHORS ARE TO BE SUPPLIED AND INSTALLEI
WEATHER KING IS NOT RESPONSIBLE FOR ANCHORING THE BUILDINI G.
ANCHOR SCHEDULE FOR
)RS BETWEEN THE CORNERS
POSED SITE OR
STRUCTURE. IT IS THE
ARE SUITABLE TO SUPPORT
BV THE PROPERTY OWNER.
7. THE SCHEDULES INDICATE THE RECOMMENDED NUMBER AND TYP OF BUILDING ANCHORS TO BE
INSTALLED BY THE PROPERTY OWNER ALONG EACH SIDE OF THE BUILDING. GROUND ANCHORS
SHALL BERATED FOR SOIL CLASSIFICATION 43. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO
VERIFY THE SOIL TYPE FOR THE SITE WHERE THE BUILDING IS TO BE PLACED.
I MASTER
� A -CIF
•.;OR4
�n,�ONAL
8. GROUND ANCHORS DESIGNED FOR SOIL CLASS 43 OR BETTER.
SOIL CLASS 43: CONSISTS OF LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND SILTS, ALLUVIAL FILL.
BLOW COUNT, PER ASTM D1586, OF 18 TO 23. AND A READING ON A TORQUE PROBE OF 276 TO
360 INCH POUNDS. THE MINIMUM ANCHOR LENGTH FOR SOIL CLASS 43 SHALL BE 48 INCHES.
ANCHORING PLANS--FLORIDA--FBC 2014
I
IPROJECT NO: SHEET NUMBER
DATE: 07-21-2016 I CHECKED BVKLN S_O_eD
_FLeather ingwLN
PORTABLE BUILDINGS REVISION: SCALE: NONE
I MASTER
SCHEDULES FOR GROUND ANCHORS W/ STRAPS
UP bFT ANCHORAGE SCHEDULE FOR WIND UP TO 120 MPH
I
BLDG
I NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH
I10'-0'
12'-0°
14'-0'
16'-0°
18'-0"
20'-0'
1 22'-0'
1, 24'-0'
26'-0"
28'-0'
30'-0'
32'-0'
8'-0'
2
2
3
3
10'-0
2
2
2
3
3
3
3
3
3
3
3
3
3
3
4
UPLIFT ANCHORAGE SCHEDULE FOR WIND 121 TO 140 MPH
I
BLDG
NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH
10'-0' 1
12'-0°
1 14'-0'
1 16'-0•
18'-0"
20'-0'
2T-0'
24'-0-
26'-0'
28'-0-
30'-0"
32'-0'
8'-0'
3
3
4
4
10'10'
3
3
3
3
4
4
1 V-2'
3
4
4
4
4
5
5
5
5
I UPLIFT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MPH
BLDG
NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH
10'-0'
12'-0'
14'-0-
16'-0'
18'-0'
20'-0-
22'-0-
24'-0'
26'-0'
28'-0-
30'-0'
32'-0"
18'-0'
4
4
5
5
110'-01
4
1 4
1 4
4
1 5
5
1 1 T-2'
4
1 5
5
5
1 5
1 6
6
7
7
NG PLANS--FLORIDA--FBC 2014
'-----"'"'
SHEETNUMBER
ea t h e n
nil
OATS: 07-21-2015
S-11-AP-FL
v: KLN
R
CHECKS
cHea�08v: KLN
PORTABLE BUILDINGS
REVISION:
SCALE:
zN
...,,,.LN I MASTER
"s
UP LIIFT ANCHORAGE SCHEDULE FOR WINDUP TO 120 MPH
BLDG
WIDTH
NUMBER OF ANCHORS EACH SIDE OF BUILDING
110'-0' 1 12'-0' 14'-0' 1 16'-T I 18'-0' 1 20'-0' 1 22'-0' 1 24'-0° 26'-0' 2!-0' 30'-0'
8'-0'
2
3
3
4
as
10'-0'
2
3
3
3
4
4
11'-2' !
3
3
3
3
4
4
4
4
UPLIFT ANCHORAGE SCHEDULE FOR WIND 121 TO 140 MPH
BLDG
NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH
10'-0'
12'-0-
14'-0-
16'-W
18'-0-
20'-0'
22'-0'
24'-0'
26'-0°
1 28'•0'
30'•D°
32'-0'
4
4
5
5
10'-0'
3
4
4
4
5
5
11'2'
4
5
5
5
5
6
8
7
7
I UPLIFT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MPH
BLDG
NUMBER OF ANCHORS EACH SIDE OF BUILDING
WIDTH
10'-0'
12'•0'
14'-0'
16'•0'
18'-0'
20'-0'
22'-0'
24'2'
26'-0-
28'•0'
30'•0'
32'-0-
I8'-0'
5
5
6
6
110'-0'
4
5
5
5
6
8
111-2'
5
6
6
7
7
8
8
8
B
NG PLANS--FLORIDA--FBC 2014
""---"""' SHEET NUMBER
DATE: 07-21-2016
KLN
may/ ��-�.aya _y'/�i ��]B DRAWN BY:
1�M a t h 1�s r ■ ■ V�TI U CHECKED BY: KLN S-1.2-AP-FL
PORTABLE BUILDINGS �Y REVISION: SCALE:
ATTACH ANCHORTO
RIM BOARD WIV 0
BOLT WI WASHER
(GALV.)
REFER TO SCHEDULE II
FOR ANCHOR INFO. u
20 GA. x 1Y.' W IDE GALV
STRAP EXTENDED OVEF
ATTACH TO ANCHOR WI SI
BOLT PER MANUR
CONCRETE SLAB
TIE DOWN ANCHOR
REFER TO SCHEDULE
FOR SPACING (TYP)
I
PROVIDE 2i TRTD BLOCKING AT BOLT
LOCATION !PLACE W/ GRAIN RUNNING
VERTICALLY. ATTACH TO RIM JOIST
WI (6)10d NAILS MIN.
20 GA. x 1Y4"WIDE GALVANIZED
STRAP EXTENDED OVER SKIDS.
ATTACH TO ANCHOR W/ SLOTTED
BOLT PER MANUF. SPECS.
REFER TO SCHEDULE
FOR ANCHOR INFO.
FINISH FINISH OUTSIDE
GRADE GRADE SKID(TYP)
\IL 2-TYPICAL ANCHOR W1 STRAP DETAIL
OUTSIDE
SKID (TYP)
��o
FINISH 5 p
GRADE w - N
aR
RECOMMENDED GROUND
ANCHOR SCHEDULE
SOIL
CLASS
ANCHOR DESCRIPTION
° O ROD x 48' LONG w/ (1) 6' HEUX
0 ROD x 48' LONG wl (1) 6' HELIX
4B
Y' O ROD x 48' LONG w1(2) 4' HELIX
EYE ANCHOR -% 0 ROD x 48' LONG wl (1) 6' HELIX
EYE ANCHOR-3/i O ROD x 48' LONG wl (1) 6' HELIX
NOTE: REFER TO NOTE 8 ON SHEET SA FOR SOIL CLASS
DESCRIPTION.
ATTACH ANCHOR TO L CONCRETE SLAB ON
CONCRETE W/ sW DIA. G i E BY OTHERS.
EXPANSION BOLT W/ 4' MIN
3- EMBEDMENT (TYP)
3-TYPICAL CONCRETE ANCHOR WJ STRAP DETAIL
:3��s---- MASTER ANCHORING PLANS--FLORIDA--FBC 2014
"JVN L" NO 4
* { wm-,F7209 �. � PROJECT NO:
e � I SHEET NUMBER
•Q SPA,T,B i .. _ . GATE 07-21-2015
7� •o�OR �P., ar DRAWN BY: KLN
CHECKED BY: K W ,
.......... eathe r ��� REVISION: S-21_AP-FL
PORTABLE BUILbiNGS
I
2
PROVIDE 2xITRTD BLOCKING AT BOLT
LOCATION. PLACE W/ GRAIN RUNNING 20 GA. x 1Y40 WIDE GALVANIZED
VERTICALLY. ATTACH TO RIM JOIST STRAP EXTENDED OVER SKIDS.
ATTACH ANCHOR TO W/ (6)10d AILS MIN. ATTACH TO ANCHOR W/ SLOTTED
RIM BOARD W/K" 0 OUTSIDE BOLT PER MANUR SPECS.
BOLT W/ WASHER SKID (TYP)
(GALV.) FINISH
GRADE _
Zv
REFER TO SCHEDULE f REFER TO SCHEDULE •�
FOR ANCHOR INFO. i` . • FOR ANCHOR INFO.
II� OPTIONAL 16Y16'x4' SOLID MASONRY OPTIONAL 16'xt6'x4' SOLID MASONRY
BLOCK PAD. REFER TO SCHEDULE BLOCK PAD. REFER TO SCHEDULE
FOR QUANTITY AND SPACING. FOR QUANTITY AND SPACING. (TYP)
EYE ANCHOR DETAIL W/ OPTIONAL BLOCK PAD 2-TYPICAL ANCHOR W/ STRAP DETAIL W/ OPTIONAL BLOCK PAD
OPTIONAL BLOCK PAD SCHEDULE
I
BLDG
NUMBER OF PADS BENEATH EACH SKID
WIDTH
17-0'
14'-0'
I".
1LO'
20-W
22'-0'
2p'-0'
26'-0'
28'-0'
30'-0'
3X-0'
B'-0'
2
3
3
3
I-
10'-0'
2
2
2
3
3
3
11'-2'
3
1 3
3
3
11 3
3
3
3
4
I
I
NOTES: 1. BLOCK PADS ARE OPTIONAL
2. BLOCK SIZES SHOWN ARE NOMINAL. PADS MAY CONSIST OF
EITHER A SINGLE 1606 BLOCK OR (2)16xS BLOCKS.
3. BLOCK PADS SHALL BE PLACED WITHIN 12 INCHES OF EACH
BUILDING CORNER. ADDITIONAL PADS, AS REQUIRED, SHALL
BE SPACED EQUALLY. I
FINISH
GRADE
°°-- MASTER ANCHORING PLANS--FLORIDA--FBC 2014
Nm77209
PROJECT NO:
ar
• e I SHEET NUMBER
• SPATE I DATE: 07-21-2015
OR1OP' DRAWN BY:
°F �• I e a h e Y K n� U CHECKED BY: KW S 2,2-AP—FL
PORTABLE BUILDINGS REVISION: SCALE: 1'=11-0
CARPORTS ANYWHERE
Buyers Name(s) John
Address
City
Phone 1
e-mail
Installation Site
(if different from
above)
I
f
CCIBUIILDINGS. COM
STEEL [STRUCTURES
1
County
ST FL ZIP
Evening
Cell
Terms of
Sale
Date
Dealer
7/22/2017
Office Use Only
Serial No:
Run:'
Building Type`.
Size Width: 301 Roof Length: 31 Frame Length: 30 Side Height: 12
Installation, `
ground j
Permits
no
I Electric Available
no
Color
I Roof: Sides: End: Trim: brown
Base price
3995
Window- 30"00""
Vertical Roof i
Extra Panels
12 Gauge Framing w/20 year Warranty ;
40 Year Panel Upgrade
Certified:180 M.P.H
900
Connection Fee: Side to Side
Extra Braces
Connection Fee: End to End
i
"J" Trim
Gable Ends: 24' split one for each side
Side Height: f 12
750
Miscellaneous:
Enclose Both Sides
945
Miscellaneous:
Enclose Each End f
3380
Miscellaneous:
Frameout- Window
Miscellaneous:
Frameout- Door
Frameout- Garage Door: I
A.
Sales Total
13,770.00
Header for Side Entrance
B.
PLANS FEE $250 TO PULL PERMIT $100 + COUNTY
350
Side Frameout- Square (Plus Side Closed Price)
C.
Subtotal (A + B)
14,120.00
Side Frameout- 450 (Plus Side Closed Price)
D.
Sales Tax (C X Sales Tax Rate)
Rate
6%
847.20
2
Garage Door: Size (W'XH') 12X12
3600
E.
Grand Total (C + D)
14,967.20
Garage Door: Size (W'XH')
F.
Deposit (A X Deposit Rate)
Rate
15%
2,065.50
Garage Door: Size (W'XH') i
G
Due Upon Delivery of Structure
Rate
1
36" x 80" Walk-in Door
200
Balance Due Upon Completion (E -F-G)
12,901.70
BINDING PURCHASE CONTRACT
This purchase agreement( the "agreement") is made by and between Carportsanywhere Of North Florida And (the Buyer).
By agrees, after being fully educated about Carportsanywhere various products including the fourteen(14) gauge, twelve (12) gauge, and certified united, to buy,
and Carportsanywhere agrees tolsell, pursuant to the terms listed in this Agreement, the item described above. Buyer has read and understands the terms of this
Agreement, including the terms and conditions contained on the reverse side of this document which terms are expressly incorporated herein by reference, as well
as any and all relevant warranty information, and agrees to be bound by same. Deposit is for the preparation paperwork &r processing of order &s is nonrefundable.
Buyers Signature Date OrderAccepted by
I Date
i
CARPORT5AN1f1A/HERE CCIBU,iILDINGS.COM
STEEL (STRUCTURES
Buyers Name(s) John
Address
City
Phone \
e-mail
Installation Site
(if different from
above)
County
ST FL ZIP
Evening
Cell
Date
Dealer
7/22/2017
Office Use Only
Serial No:
Run:
Terms of
Sale
Building Type :.
Size I Width: 30 Roof Length: 31 Frame Length: 30 Side Height: 12
Installation
i
ground
I Permits
no'
I Electric Available
no
Color
I Roof: Sides: End: Trim: brown
i
Base price
3995
Window- 30"00"
Vertical Roof
Extra Panels
12 Gauge Framing w/20 year Warranty
40 Year Panel Upgrade
Certified: 180 M,P.H
900
Connection Fee; Side to Side
I
Extra Braces
Connection Fee: End to End
"J" Trim
Gable Ends: 24' split one for each side
Side Height: ; 12
750
Miscellaneous:
Enclose Both Sides j
945
Miscellaneous:
Enclose Each End I
3380
Miscellaneous:
Frameout- Window I
Miscellaneous:
I
Frameout- Door
Frameout- Garage Door: +
A.
Sales Total
13,770.00
Header for Side Entrance I
B.
PLANS FEE $250 TO PULL PERMIT $100 + COUNTY
350
I
Side Frameout- Square (Plus Side Closed Price)
C.
Subtotal (A + B)
14,120.00
I
Side Frameout- 450 (Plus Side Closed Price)!
D.
Sales Tax (C X Sales Tax Rate)
Rate
1 6%
847.20
2
I
Garage Door: Size (W XH') 12X12 !
3600
E.
Grand Total (C + D)
14,967.20
Garage Door: Size (W'XH')
F.
Deposit (A X Deposit Rate)
Rate
1 15%
2,065.50
Garage Door: Size (W'XH') j
G
Due Upon Delivery of Structure
Rate
1
36" x 80" Walk-in Door I
200
Balance Due Upon Completion (E -F-G)
12,901.70
BINDING PURCHASE CONTRACT
This purchase agreement( the "agreement"),is made by and between Carportsanywhere Of North Florida And (the Buyer).
By agrees, after being fully educated about Carportsanywhere various products including the fourteen(14) gauge, twelve (12) gauge, and certified united, to buy,
and Carportsanywhere agrees to sell, pursuant to the terms listed in this Agreement, the item described above. Buyer has read and understands the terms of this
Agreement, including the terms and conditions contained on the reverse side of this document which terms are expressly incorporated herein by reference, as well
as any and all relevant warranty information, and agrees to be bound by same. Deposit is for the preparation,paperwork &r processing of order &s is nonrefundable.
Buyers Signature I Date OrderAccepted by
Date