HomeMy WebLinkAboutBuilding Planly T i ,e Porch Factory, LLC
Enclose It So You Can Use It
LICENSED/INSURED
705 North 39th Street • Fort Pierce, FL 34947
Office 772-465-6772 • Fax: 772-465-3252 • www.ThePorchFactory.com • CBC 1258459
Customer ?%Cit-Q, gof,,ey Date Feb. (,.- a�ao
Email Phone 784 - 445e- �1r5-73
Address 8�' a8 Co6GpGes�oM1e ar City F4-P State Zip 34g45
Job Name
Address - C r"*-is i ck City
Job Phone
State Zip
JOB DESCRIPTION: POOL ENCL. SCREEN PORCH POLY ROOF
ROOF: Mansard
A -Frame
tat
WALLS: ..,.Mansard
COLOR: ronz
White
SCREEN MESH: 14
20/20
Other
KICKPLATE: es o
Height )8"
GUTTER: Supg�rr E
5"
7'
DOWNSPOUT: --/3x4
—4x5
CHAIR RAIL: ® 24"
36"
Other.
DOORS: a+
K/P 18
`'
d'Built to Code LTPermits & Engineering Included
H• o. Res,p. fi •o. A, Inoue 5 proocl er—
A II Disc.m„ nS4y R 4 p l; ed1
pproximate Completion Date:
TOTAL CONTRAPT PRICE $ 7 5 d
Deposit % � G� 1 O5 + $ ( 1 5 cD —
b"ISo % $ 3 0 0 O
Payment due on final day of installation. $ a. O O o
Total Contract Price is for Cash/Checks.
Credit Card Fee is 3.95%.
TERMS AND CONDITIONS
1. The Seller expressly reserves all contractors, mechanics and material man's lien rights which may be asserted under any provision of law to secure payment of the contract price
and may assert and fix the same Tien upon the real property upon which installation is made.
2. In the event paymenlofthis contract Is enforced through attomeyorby suitorin bankruplcyorprobate proceedings, the seller may recoverand the purchaserhereby agrees to pay
reasonable attorney fees and costs of court.
3. As an inducement for The Porch Factory to enter into this contract, the signer certifies that the above legal owner and address are correct. It is also understood that there are no
verbal agreements and all items discussed are covered by this written contract -this is a proposal until signed by an officer of the corporation at which time it becomes an executed
contract. Any additions to this contract shall be covered by a change order. Additional costs of change orders shall be due and payable upon acceptance by the customer.
Acceptance by the owner must be Within 14 days of the proposal dale or at the option of the seller, They buyer(customer) may cancel this oentmctwithln three(3) working days after
signing. Any change orders must be In writing and received priortefinal measurement.
4. Afull two year guarantee against defect in purchased assemblies, materials and workmanship goes Into effect at completion of this contracted work covered by this contract and
anychangeordeminehect. Anywarrantywork necessary,however, shall notbe done until such time as final payment has been made to the seller
5. In the event that any work performed by the contractor is wholly or partially destroyed or damaged due to fire, water, vandalism, or any other cause not under the control of the
contractor, the loss shall be sustained by the owner, and shall not be the responsibility of the contractor. The undersigned acknowledges receipt of a true copy of this contract and
acknowledges that he/she has read and understand the contents thereof and accepts the same on the terms and conditions as stated herein. This contract shall be binding upon
parties hereto, their heirs, successors and assigns. Note: The quoted price is based on dimensions shown in sketch. Anyvariancewillbeproporfionatelycalculated. Ifmaterialcost
incmccc gmalerthan 1 p % the costef materini v;fl be added.to this contact.
ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001-713.37, FLORIDA STATUTES), THOSE WHO
WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES ^ND ARE NOT PAID IN FULL HAVE A RIGHT TO
ENFORCE THEIR CLAIM FOR PAYMENTAGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF
YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -SUBCONTRACTORS, OR
MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF
YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR
MAYALSO HAVE ALIEN ON YOUR PROPERTY. THIS MEANS IF ALIEN IS FILED YOUR PROPERTY COULD BE SOLDAGAINST
YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR
MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY
PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY
PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS
COMPLEX, AND IT IS RECOMMENDED THATYOU CONSULTAN ATTORNEY.
G/2o2o
SIGNATURE
a.o
DATE
Design Parameters
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category I.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed,
VIAT=150 MPH
3. Exposure Category, Paragraph 1609.4.3 : C
Applicable Codes. Regulation and Standards
1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2 AA ASM 35 and Specifications for Aluminum Structure, Pert 1-A of the Aluminum
Design Manual prepared by The Aluminum Association, Inc. Washington, D.C.,
2010 Edition
3. ASCE7-10
General Notes
1. The contractor shall verify all dimensions prior to construction
2. All Work shall comply with all local and regional ordinances.
3. Any deviation from this plan shall be reviewed by the engineer of record and is
subject to approval.
Specifications
The following specifications are applicable to this projects
1. Where concrete specification are required, whether in the screen enclosure scope
or not, by one or more regulatory agency, the following specifications are
applicable.
1.1. Concrete shall conform to ASTM C94 for following components:
1.1.1. Portland Cement Type 1, -ASTM C 150
1.12. Aggregate - Large Aggregate 3/4" max - ASTM C 33
1.1.3. Air entraining +/-1%-ASTM C 260
1.1.4. Water reducing agent-ASTM C 494
1.1.5. Clean Potable water
1.1.6. Other admixture not permitted
1.2. Metal accessories shall conform to:
1.2.1. Reinforcing Bars-ASTM A615, grade 60
1.2.2. Welded wire fabric -ASTM A185
1.3. Concrete slump at discharge per chute not less then 3" or more than 5".
Water added after batching is not permitted.
1.4. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2 and 3 including hot Weather recommendation:
1.5. Moist cure or polyethylene curing required.
1.6. Prior to placing concrete, treat the entire subsurface area for termites in
Compliance with the FBC.
1,7. All aluminum Components embedded Within concrete shall be coated with E
bituminous paint or epoxy.
1.8. Fiber reinforced concrete per ASTSM C1116 is an acceptable alternative to
6X8 W1.4ANIA WWF.
2. Aluminum extrusions shall be 6005 TS Alloy.
3. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better
zinc plate to ASTM BESS, or stainless steel series "300".
4. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from
end 24" on center or #12 screws 6" from end 12' on center.
5. Screened enclosures containing swimming pools shall comply with the applicable
requirements of FBC R4501.17 Residential Swimming Barder requirements.
6. Door location shall be determined by connector in the field.
7. When installing pavers over concrete slab or footing which are supporting
aluminum members, such as Continuous screen tracks or upright, the anchors
must extend past the pavers and reach proper embedment into the underlying
foundation.
8. All gashing and waterproofing shall be provided by the Contractor.
9. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
10. Vinyl and acrylic panels shall be removed when wind speeds exceed 75mph
Foundation Design: New 8"x8" (1 #5 bar Cont) thickened edue.4" monolithic slab
Concrete shall be a minimum 2,500 psi FIBERCRETE. Reber 31" lap splice. Use 3"
Chains. Per current edition of the Florida Building Code, Residential, Section 401.4.1,
sails testing is not required for design using the presumptive bearing pressure of 1,500
psf.
Roof Type Screen Sin
Composite 18114
ALUMINUM MEMBER DIMENSIONS
HOLLOWSECMONS
SELFMATNGSEAMBMB)
THE PORCH FACTORY SEAMIPFBI
2x2: YxTx0.W
2x45MB: ZNTXO.OM•x0.Jei
175PFB: Tx V. XCIISO'
2.3 Yx3'x0.057'
2x56M9 Yx SxO.aSSxO.fOS
S7SPFB: Tx5.75'x0.05S
2x4: Yx4•x0.05V
2x8SMB: YxSZO.O5Sx0.t20'
COL MNS
2x5: r.xS OA50'
2x76M8:
2x"MBTxS'OOx0.124-
-: TxrxO...�x0,.t2S
2xOSMBTxYx0.121
2xIOSMB:Y
59'
Sxx43:: 43•'xx4T•xx00...142ZSOPENBACKS
4
6x62 Sx6x0
Vxrx0.04
1'x 9'x0A45•
MINIMUM FASTENER EDGE DISTANCE: 10 KB: KNEE BRACE
MINIMUM FASTENER SPACING: 3'4' RC: REC. CHANNE
SNAP SECTIONS
2x2SnaF TxTx6WS
CONCRETE SCIR CHOR: SHEET MATEL SCREWS ISMS):
2x3Snay Yx3' x0.O5C
61MP60N TTEN HDO%UNA. M BU11DEx OR MUNALENT
3 x46nap Tx TxO.WS
NOTE: THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES. DRAWING NOT TO
SCALE USE DIMENSIONS GIVEN. CABLE BRACING MAY TERMINATE AT SLAB
IN DIFFERENT LOCATION. MAINTAIN ANGLE PER DETAIL
r
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- ROOF OVERHANG FASCMATrACHMENT
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3.75 FB'END BEAM.
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CORE PANELS. MINIMUM SLOPE OF
1/4' PER FOOT, OR AS SHOWN IN
DIMENSIONS.(FLtflT .1)
PLAN VIEW
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REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
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�1-X 1' X 1/B'ALUM ANGLE
(Z) L&' DIA THRU BOLTS)
W/ (3) 914 X M4 SMS IN
FLANGE INTO UPRIGHT.
IF SCREEN WALL BENEA
(BOTH SIDES OF UPRIGHT)
COMPOSITE ROOF, 1' xY
W/ (2) 910 x Y SMS INTO
SCREW BOSSESINTO
EAM. SEE PLAN SHEET
UPRIGHT& (1) 914 X Y SMS
FOR MEMBER
6• FROM EACH SIDE OF
INFORMATION
UPRIGHTS @ 24. O.C.
PLAN SHEET FOR MEMBER
INFORMATION
tCR-0 COMPOSITE ROOF TO BEAM
2 SCALE: NTS
29Q9c118' ANGLE EA
SIDE
- I
SIDE VIEW
(1) TV DIA CONCRETE
SCREWANCHORS INTO
EACH LEG
— (1)12' DIA THRU BOLT WITH
NYLDCKJAM NUT (JAM NUT WITH
THREADLOCKER MAY BE USED, IN
LIEU). DO NOTOVER TIGHTEN.
TIGHTEN ONLY UNTIL COMACT.
FOR 2X2 AND 2X3 UPRIGHTS, USE
(4) #14 x Y4' SMS INTO POST
— BRICK PAVERS. MAY NOT
BE PRESENT. ENSURE
MINIMUM CONCRETE
EMBEDMENT.
?o
TOP VIEW
AT INTERMEDIATE
FOUNDATION PER PLAN
UPRIGHT PER PLAN
1X2 O.B. ANCHORED TO CONCRETE
WITH 114- DIA. CONCRETE SCREW
ANCHOR @ 24. O.C. MAX
(4)914x W4 SMS INTO POST
FOR CORNER CONNECTION
FASTEN In WITH #12 x W4'
SMS @24.O.C.
FLASHING - INSTALL UNDER
EDGE
914 X X4-EMS @ 6' O.C. TOP AND SOTTONF
W11-112' DIA. NEOPRENE WASHER @ TOP
SCREWONLY
(2)1(4' DIA X 3' LAG SCREWS @
COMPOSITE
RECEIVING CH
CR-1 COMPOSITE ROOF TO HOST
2 SCALE: NTS
/wxYx2'ANGLE WITH
(4)014x X4 SMS INTO
O O
POST
O O
RICK PAVERS MAY NOT
BE PRESENT. FOLLOW
ANCHOR MINIMUM
tr
CONCRETE EMBEDMENT
2�
W
a
�m
v�
SIDE VIEW
PER PLAN
14 O.B. ANCHORED TO
CONCRETE WITH 1/4' DIA.
ANCHOR (MIN. 1-U4'
EMBED) @ 24' O.C.
x3/4'SMS INTO
cy a.
m 1NC1 ORIA. CONG.
ANCHOR. EMBEDD
MIN.
01X2 UPRIGHT • - ` airz'
"VIEW
(4)#14 xY SMS THRUOOTINO. SEE PLAN FOR
INTOPOST TOPVIEW FRONT VIEW DETAILS
AT CORNER
B-1 UPRIGHT TO FOUNDATION CONNECTION DJ-1 DOORJAMB CONNECTION
2 SCALE: NTS 2 SCALE:NTS
SHIM AS NECESSARY IF
OTHER THAN A PLUMB
CUT FASCIA
(2)114' x 3' LAG SCREWS, W
FROM END & @ IV O.C.
CONC.
(2)1/4'DB x2 VP
CONCRETE
SCREW ANCHOR. 6'
FROM END & @ IW O.C.
(4) #10 x 1-1/2-SMS INTO
SCREW BOSSES (TYP)
SELF. TING BEAM y-jfi
ONLY
WOOD:
#ID x 3' WOOD SCREWS @ 6• FROM
END& & 12' O.C.
CONIC.
11V DOA. x 3-CONCRETE SCREW
ANCHOR @ 6-FROM ENDS & 2P O.0
2'x 2' x 116' ANGLE WITH (2) #10 x
X/ SMS IN EACH FLANGE, EACH
S1DE (TYP)
r—PURUN / GIRT/ CHAIR RAIL
M-1 PURLIN / GIRT / O.B TO HOST CONNECTION
2 SCALE: NTS
-Y X 2'X 118' X YANGLE WITH (4)
912 X WC SMS EACH FLANGE
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In OPEN BACK ANCHORED TO
CONCRETE WITH IW DIA.
CONCRETE ANCHO RS @ W FROM
ENDS AND 2A' O.C.. 1-1/4' MIN.
CONCRETE EMBEDMENT. IF 00
PAVERS ARE PRESENT, DRILL 00
THROUGHTO GET MIN
EMBEDMENT INTO FOUNDATION.
� BASE BASE
d.
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FRONTVIEW SIDE VIEW
B-4 SUBPOST CONNECTION '➢�� �SD iI�B/
2 SCALE:NTS
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SHEET
2
R=875.00'
d=14'04'S6"
=215.( 6' 1
TO P.C.
FND 5/8"IR/C LB
R7w Ui lrr
LWATER SERVICE —
FLOOD ZONE — —
"AE-16.5' FPL TRANSFORMER
MIN.
FRONT,
CNR
TECH. -�129
F.F.E.=17.31
i�REEKSIDE PLAT NO.1
P.B. 55 PG. 12 r
OCCUPIED 3
N
C
FLOOD
ZONE "X"
FLOOD ZONE
'AE-16.5"
FND 5/8- IR/C LB
J TOP SAN. MH SS-20
COBBLESTONE DRIVE �aroi 5°s° AT LOTty—
ELEV 16.80
61.58' T —
0 50' WITH R/W o R=875.00'
N ASPHALT PAVING ui A=3'47'05" TO P.I.
a I L=57.80'
CONCRETE n=aUU.UU
DRIVEWAY A=4'01'53,
N
— �, ---- 4-=E 32
FL004 0 �
-- ZONE` d _ `4` 1•
ZONE
0
CID
LOT 128
-TWO STORY CBS RESIDENCE
941 MODEL 4EHB/D
tR F.F.E.=17.37
Z i.
z CONC.
PAD .�
0 FLOOD
ZONE "X"
�FLO*OD ZONE
"AE-16.5"
R=1030.00'
A=4'01'53"
L=72.47'
i���'A,� O.S.T. 1
THOMAS P. KIERNAN DATE
'rofessional Surveyor & Mapper
-lorida Certificate No. 6199
m 2' CONC. CURB
m�
— z
z
R7W _ FLOOD ZONE
AE-16.5
1l FND 5/8" IR/C LB 4286 i
`SANITARY SERMCET \-FLOOD
ZONE "X"
LOT 127
F.F.E.=17.69
CREEKSIDE PLAT NO.1
P.B. 55 PG. 12
OCCUPIED
FLOOD
ZONE
FLOOD ZONE
"AE-16.5"
5/8" IR/C LB 4286
CERTIFICATIONS
Rejoice A. Boney
United Wholesale Mortgage, ISAOA, ATIMA
DHI Title of Florida, Inc.
Old Republic National Title Insurance Company
LEGAL DESCRIPTION
BEING ALL OF LOT 128, ACCORDING TO CREEKSIDE PLAT NO. i, AS RECORDED IN PLAT
BOOK 55, PAGE 12 PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA..
CONTAINS 0.20 ACRES, MORE OR LESS. GRAPHIC SCALE
20 0 10 20
PROPERTY ADDRESS
8428 COBBLESTONE DRIVE, FORT PIERCE (>x raT l
t recn - 20 n
LEGEND & ABBREVIATIONS
BM DENOTES BENCHMARK O.R. DENOTES OFFICIAL RECORDS BOOK
89 DENOTES BEARING BASE P.B. DENOTES PLAT BOOK
C.M. DENOTES CONCRETE MONUMENT PG. DENOTES PACE
CONC DENOTES CONCRETE P.U.E DENOTES PRIVATE UTIUTY EASEMENT
C.B. DENOTES CATCH BASIN P.D.E. . DENOTES PRIVATE DRAINAGE EASEMENT
CBS DENOTES CONCRETE BLOCK STRUCTURE P.S.M. DENOTES PROFESSIONAL SURVEYOR ✓4 MAPPER
CD DENOTES CHORD DISTANCE RLS. DENOTES PROFESSIONAL LAND SURVEYOR
CB DENOTES CHORD BEARING P.C.C. DENOTES POINT OF COMPOUND CURVATURE
C/O DENOTES CLEAN OUTS P.D. DENOTES POINT OF CURVATURE
@ DENOTES CENTER LINE RE DENOTES POINT OF TANGENCY
D.E. DENOTES DRAINAGE EASEMENT (P) DENOTES PLAT DATA
F.F.E. DENOTES FINISH FLOOR ELEVATION P.C.P. DENOTES PERMANENT CONTROL POINT
FND DENOTES FOUND R DENOTES RADIUS
I.Q. DENOTES IRRIGATION OIAUTY WATER R/W DENOTES RIGHT OF WAY
IR/C DENOTES IRON ROD AND CAP SAN. DENOTES SANITARY
LB. DENOTES LICENSED BUSINESS U.E DENOTES UTIUTY EASEMENT
L DENOTES ARC LENGTH W.M.T. DENOTES WATER MANAGEMENT TRACT
L.M.E. DENOTES LAKE MANAGEMENT EASEMENT MAG/D DENOTES SET MAG NAIL AND DISK
(M) DENOTES MEASURED DATA WMME DENOTES WATER MAINTENANCE MANAGEMENT EASEMENT
M.H. DENOTES MANHOLE A DENOTES INCLUDED ANGLE
HID DENOTES NAIL AND DISK
(NR) DENOTES NON RADIAL LINE -NL DENOTES DRAINAGE FLOW
O.S.T. DENOTES OPEN SPACE TRACT
GENERAL NOTES DEN07M PROPOSED ELEVATION
P.R.C. DENOTES POINT OF REVERSE CURVATURE
1. The lost date of field work was 11-08-18
2. Additions or deletions to survey maps or reports by other than the signing party or
parties is prohibited without written consent of the signing party or parties.
3. Reproductions of this map' are not valid without the signature and original raised seal of a Florida
Licensed Surveyor and Mapper.
4. Lands shown hereon were not abstracted by this office for rights -of -way, easements
of record, ownership, abandonment's, deed restrictions, or Murphy Act Deeds. This
information should be obtained through appropriate title verification.
5. All above ground fixed improvements, if any, have been loeated and shown hereon.
6. Underground foundations and improvements were not located as part of this survey.
7. Flood Note: By graphic plotting only, this property is in Zone X and AE-16.5, according to the
Flood Insurance Rate Map, Community Panel No. 12111CO170 J. effective date February
16, 2012. The exact designation can only be determined by an elevation certificate. No additional
search of the public records has been preformed. There may be additional map Amendments
affecting this property.
B. The Flood Zone lines shown hereon have been established by the Published FEMA Panel and the usi
of existing field elevation data.
9. The bearings shown hereon are based on Plat information and are referenced to the
east line of Lot 128 which bears North 17'18'15" West and all bearings
are relative thereto.
10. No easements are shown hereon other than those depicted on the plot. No search of
the public records has been performed to find additional easements that may exist.
11. Elevations shown hereon are based on the North American Vertical Datum (N.A.V.D.)
1988.
12. The building setbacks shown hereon, although based on the best available information, are not
certified to and must be verified prior to design or construction.
Final As- Built Survey
Lot 128
For: D. R. HORTON
ADD CERTIFICATIONS I JDJ 1 12-6-18 ir Be -copy
REVISE CERTIFICATIONS I JDJ 1 1-23-19
FILE:15-141.100.128 GULL-tI-t'ER CL IERPENINGp INC
DATE:11-09-2018CONSULTING ENGINEERS I LAND SURVEYORS
FE: Sheet 2980 SOUTH 25rh STREET
SCALE 1"=20' FORT PIERCE, FLORIDA 34981
DRAWN BY: ND ti PHONE 772-464-3537 FAX 772-4649497
FIELD: PK v .co-eng.com