2213 Tulip Valley Pt 17-118 (enclose porch)ECE
CITY OF SANFORD
JAN 0 9 2017 BUILDING & FIRE PREVENTION
D ,
I
PERMIT APPLICATION
F .
Application No: 1 1" 1 1 B
4 4
2 , r
Documented Construction Value: $ 4,2 70-
Job Address: ( (UL i i2 V a I I e f e+ Historic District: Yes No 0
Parcel ID: 3a-9-3y5ao-QW0 -0ao0 Residential El Commercial
Type of Work: New 9 Addition Alteration Repair Demo Change of Use Move
Description of Work: _'5 - SG fL e Q n I n s-Ga_: ' P,-- n Lei 1S An 94 1 o r
A
l vm; 7 v^ 2oO P Plan
Review Contact Person: _rl rn M GM goo rL Title: Con4a, Phone:
32/-377- 7237 Fax: Email 72A),4 0r1 .1m aai Property Owner
Information Name .5M
I i N Phone: 116 7 %,5 7 7a 7S Street: o{
a (3 1 u LI f V a I (e y f 4 Resident of
property? City, State
Zip: SrM -Cd CA 3)-7 Contractor Information
7 1
n o+V1 Q IMC,M abON) ba 7 - 303 6016 Name `I .1 t-f11(,1(tl Phone: Street: %0
1 16 C a(t N li ?-cl Fax: yU 7 3)3 (6619 city, state
zip: S Af1-4ZlC 6, 3 X7 73 State License No.: 5(C 066 75 4 Architect/Engineer
Information Name: affa
f- C /e g fo /L Street: 260
Wekty'+ 562117gs 9d. svIfe1616 City, St,
Zip: cvoo EL .32. 777 Bonding Company:
Address: Phone:
Fax:
E-
mail:
Mortgage Lender:
Address: WARNING
TO
OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application
is
hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this
jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers,
heaters, tanks, and air conditioners, etc. FBC 105.
3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June
30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in comph ce with all applicable laws regulating construction and zoning.
111h7 :g L—L2-2,014
Signature of ner/Agent Date Signature of Contractor/Agent Date
Print Owner/Agent's Name Print Contractor/Agent's Name
Signs Signat o>;ia to of Flo CHAM8ERL1Re
a LISA CHAMBERLAIN ::
a¢.
Notary Public - State of Florida
Notary Public - State of Florida ;= My Comm. Expires Jan 25, 2018
My Comm. Expires Jan 25, 2018 ;a1d:.' Commission Ff 081460
o• Com lsslon # FF 081460 ,, OF F ,,.
Owner en is 1 e—rs`orially ICno vn to Me or Contractor/Agent is __y Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: UTILITIES: a kj
ENGINEERING: FIRE:
COMMENTS: O k { D Sr Iy eki Li 6
O,A o /iU a nil dci i %bti&f el. 'L 10
t
w*+ Se-a cks E6 io n
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: SF 1.11'11
Revised: June 30, 2015 Permit Application
PROPOSAL
Central Alu
0
nuns
SCREEN SERVICE LLC
701-B Cornwall - Sanford, Florida 32773
407) 323-6010 - (386) M 4751
Serving Central 17orida for over 25 years
A - POOL ENCLOSURES - PATIO ROOMS - CARPORTS - AWNINGS - VINYL WINDOWS
LIC# SCCO56754
Date Z L Id '
D-Estimate Customer R CIL 5m t A
D Order Mailing Address 22-13 l uZ,,p // Pf
Job Address
d
Phone 4 07" 6 fry- 72 7,S Work
2-C),01
Job Description Amount
vnd'92
l6 `,
Ctq211 ren. O e-44 , . 1 - 3 X3 Pas 7"', O- C'- Y7 e6v
lD/ GanCfLe)"e 5 3060.`
l0 ' x !/ ' CG A Cn-e I le cSbAb la'/1x fov/ q
J
2 /O,
Total
Less Down Payment
BALANCE PAYABLE UPON COMPLETION UNLESS OTHERWISE SPECIFIED
0e Propose hereby to furnish material and labor— complete in accordance With above specifications, for the sum of.
dollars $
Payment to be made as follows:
All material is guaranteed to be as specum. AS work to be completed In a workmanlike manner according Authorized
to standard practices. Arty alteration or deviation from above speclticaws Involving extra costs will be Signature
v
executed only Won written orders. and vn'tl beeorne an extra charge over and above the esfmalm Alt
agreements contigent upon strikes, accidents. or delays beyond our control. owner to carry fire, tomado. Note: This proposal may be
end other necessary Insurance. Our workers are fully covered by Workman's Compensation Insurance. withdrawn by us if not accepted wlthin
ature4-
1 ......_.
days
M N
Acce} tame off ropasul—The above prices, specifications, and conditions are
satisfactory and hereby accepted. You are authorized to do the work as specified. Payment Signature
will be made as outlined above.
SignatureDateofacceptanceT
THIS INSTRUMENT PREPARED BY:
Name: /m M-tA4hrjj
Address: 7a l Coon r,A/
Ail.2 Fi 327.73 GRANT
NALOY, 077INOLE COUNTY CLERKOFGTRCUCOURT & COPIPTROLLER BY, 8040Ps842 (1Pgs) CLERK'S
4 2017002598 RECORDED 01/
1-+9/2017 03:33:49 PPI RECORDING FEESs-11=1,CICi RECORDED BY
hdevore NOTICE OF
COMMENCEMENT j'% Permit Number:
1 ! —
l 0 Parcel ID
Number:
32 - 7 31 - S 20 - Coco - OZ190 The undersigned hereby
gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is
provided in this Notice of Commencement. 1. DESCRIPTION OF
PROPERTY: (Legal description of the property and street address if available) 1-o - 2G %
iSc /9 GO I.9 c c mo t-4 h P 6 7Z P6,5 6 - 76 2. GENERAL DESCRIPTION
OF IMPROVEMENT: S'c 2c
e 0 loci a,L h 4 &1 d .4 /c. in i JQ v/3,1 R Of 0 3. OWNER INFORMATION
OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: + / Nameandaddress: QoR I
uo Z.4 S'.>,r7h 2 13 TL/ArA 1l/lei Pf S},-toa %l Interest in property:
Fee Simple Title
Holder (if other than owner listed above) 4. CONTRACTOR: Address:
71JI Phone
Number. J407-
3 Z 3- d 0% 0 6. SURETY (If
applicable, a copy of the payment bond is attached): Name: /l/j ¢ Address: Amount of
Bond: 6. LENDER: Name:( % -
Phone Number: Address: 7. Persons
within
the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(
a)7., Florida Statutes. Name: Phone Number:
Address: 8. In
addition,
Owner designates to receive a
copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date
of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER:
ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS
UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE
THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK
OR RECORDING YOUR NOTICE OF COMMENCEMENT. x Signature of
Owner
or Lessee, or Owner's or Lessee's Authorized Officer/Director/
Partner/Manager) State of L
O r% kc County of 0 \uS t L Roll 5"./ Print
Name and
Provide Signatory's Title/Office) The foregoing Instrument
was acknowledged before me this ` (+ l r day of a,, 20 by G ^ J
Yh \- - h . Who Is personally known to me Ea'OR Name of person
making statement who has produced
Identification 0 type of Identification produced: 1 n4rh YP,,
LIS'ACHAMBERLAIN Notary Public - State
of Florida sy '= My Comm.
Expires Jan 25, 2010 o?;,o eCommiaslon
I FF 081460 pmqi 3.2 771
Iry.
IR COPY - GRANT
MALOY •..,,., CLERK IRCUIT COURy AND
C PT ECNTY, FLORIDA"
r na BY U
E -
r
t 7
BOUNDARY SURVEY
PREPARED MR
MERCEDES HOMES, INC.
Description:
Lot 20, TUSCA PLACE - NOR TH according to the plat thereof as recorded in
Plat Book 72 pages 69 and 70 in the public records of Seminole County, Florida.
THIS LOTJS ON PAGE 70
0
POINT ON LINE AS WITNESS
BPI 1-98 FORAORNER NOT FOUND
0- tO Ins fall Screen
Alerts on
add; fi`I i'K to
Ulnn t r v M roo- co
CIVIC r'Q,, S 0
7
C1
R=16.00'
A=2955'02"
ARC=8.35'
CH=8.26'
CH BRG. =
N75*12'19"W
UNPLATTED
PROPOSED
TUSCA PLACE - SOUTH
per TUSCA PLACE - NORTH
PLAT BOOK 72 , PAGES 67 and 70
N 89050'10" E 60.00'
0 0
IT
0.67' WIDE BRICK WALL /10' WE.-
4
co
W
h
CONC
C PAD
1-.6
0'
9.9'
o
28.3'
COVEREd 0
CONC o
a PATIO '
TWO STORY
1st CONC BLOCK
2nd WOOD FRAKE
aiN
01
COVERED
BRICK PAVER 9,
p' 10.0' o ro 14.2' 15.0' N i 6.7',
N,'BRICKT< ;`. ' .1 BRICK
PAVERF'`-; , _i; PAVER
DRIVE'-MALKo
a
i10' U.E.
POINT ON LINE AS WITNESS
FOR CORNER NOT FOUND
LOT 21
A
O
O
O
O
O
CERTIFIED TO:
Robert & Audra D. Smith
Cornerstone Home Mortgage Corp.
MHI Mortgage, and/or Secretary
Vetran Affarrs, HSAOA: ATIMA
BDR Title Corporation
Fideltiy National Title Co.
N 89°50"10" E 52.02"-0
W
N 4 0 WALK
4' 0
y 1
LK o
0N C4 ADDRESS. 2213 N
C, In
TULIP VALLEY POINT
1 P.C.(FOUND) - _- N 89'60'10' E ^ _
NAIL & DISK
LB 7143
CERTIFICATIONBEARINGSAREBASEDONTHECENTERLINE7, LOT 20 IS SUBJECT TO A DECLARATION AND F100D
OF TULIP VALLEY POINT BEING H89'50'10'E. DEDICATION OF AN AVIGATION EASEMENT AND RELATED BASED ON THE FEDERAL EMERGENCY
2. UNDERGROUND IMPROVEMENTS, ROOF COVENANT AND AGREEMENTS AS RECORDED IN THE MANAGEMENT AGENCY FLOOD INSURANCE
OVERHANGS AND FOOTERS HAVE NOT OFFICIAL RECORDS OF SEMINOLE COUNTY, FLORIDA RATE MAP, THE STRUCTURE SHOWN
BEEN LOCATED. B. THE WALL EASEMENT IS DEDICATED TO THE TUSCA HEREON DOES NOT LIE WITHIN THE 100
3. ELEVATIONS ARE BASED ON NATIONAL PLACE HOMEOWNERS ASSOCIATION FOR MAINTENANCE OF YEAR FLOOD HAZARD AREA.
0' 5' 10' 20' GEODETIC VERTICAL DATUM OF 1929.
4. BUILDING TIES ARE TO FOUNDATION.
THE SUBDIVISION FENCE AND WALL
9. VEHICULAR ACCESS RIGHTS TO VINEYARD CIRCLE THIS STRUCTURE LIES IN ZONE 'X'.
5. BUILDING TIES ARE NOT TO BE USED TO UNRECORDED TUSCA PLACE -SOUTH) ARE DEDICATED COMMUNITY PANEL NO. 120289 0063 E
SCALE 1'= 20' CONSTRUCT DEED OR PLATTED LINES. TO SEMINOLE COUNTY AND DIRECT DRIVEWAY ACCESS EFFECTIVE DATE: APRIL 17. 199&
6 BEARIN SS AND DISTANCES SHOWN HEREON IS PROM81TED TO LOT OWNER. MAP REVISION DATE:
ABBREVIATIONS/LEGEND ARE AND PER RO SUBJECT TO CHANGE)
LB. -LICENSED BUSINESS
UNLESS OTHERWISE NOTED.
ARC -ARC LENGTH
CH. -CHORD
R -RADIUS
A DELTA (CENTRAL ANGLE)
P.C.-POINT OF CURVATURE THE UNDERSIGNED AND CAVONE, INC. LAND SURVEYORS and MAPPERS MA(Z V RESERVATIONS. -OR GUARANTEES AS TO THE INFORMATION REFLECTED
P.T.-POINT OF TANGENCY HEREON PERTAINING TO EASEMENTS, RIGHTS OF WAY, SETBACK LINES, AGREEMENTS AND..OIT(ER MATTERS, AND FURTHER THIS INSTRUMENT IS NOT
P.1.- POINT OF INTERSECTION INTENDED TO REFLECT OR SET FORTH ALL SUCH MATTERS. SUCH INFO IAT ON SH ULD CE OU-TYAINEDi•ANo CONFIRMED BY OTHERS THROUGH APPROPRIATEf
P.R.C.-POINT OF REVERSE
CURVATURE
TITLE VERIFICATION.
FOUND 1Y4 ' IRON PIPE (LS 2005) ® FOUND
a . - " • , . .
IRON ROD 1 '',' ` p FOUI", Ann r--
S
IL LS 2005 FOUND CONCRETE MONUMENT
D.dcU.E.- DRAINAGE 8 UTILITY
y, r VALID UNLESS
EASEMENT RE1ARDU
U.&S.E.- UTILITY h SIDEWALK jj#A %ONF C, lSF h Ut.ENSEU SJRtbYOR AND -Mac
EASEMENT
U.E.- UTILITY EASEMENT LAND SURVEYORS AND MAPPERS NLJ ' ...
D.E.- DRAINAGE EASEMENT 300 SOUTH RONALD REAGAN BOULEVARD .. „-.
LONGWOOD, FLORIDA 32750-5499 ti
CENTERUNE TELEPHONE (407) 830-9080 001NINIQ( F.,.GAV'ONE -NT.
FAX N 407) 339-3638 FLO'P.1DA -a, t<E'lORR'' PE7f , MpER-,7a705
RECER77RED
FINAL LOCATION 3-31-200B
FOUNDATION LOCATION 3-31-2008
FORMBOARO LOCATION 09-27-2007
STAKE HOUSE 09-20-2007
FFE-FINISHEDEFLOOR ELEVATION E-MAIL: CAVONE O CFLRR.COM BriSU(E>i5 8ER lib. - STAKE LOT 1 09-20-2007
W.E.-WALL EASEMENT W.O. STAKE LOT 2007-3878 W.O. STAKE HOUSE 2007-3878 'W:O. i CI(...27b7 J927
A/C -AIR CONDITIONER PAD W.O. FOUNDATION 2008-761 W.O. FINAL 2008-761 W.O.^RE(:,EHT
ADD FILE: U:\-PCOT PLAN\TUSCA PLACE NORTH\LOT-20.DWG LOT by. GLENN
2213 Tulip Valley Pt.
Sanford, FL
This structure has been designed in accordance with the requirements of the 2014 Florida
Building Code, Fifth Edition - Residential, Chapter 3, Section R301.2.1. The following
wind load requirements, in accordance with 2014 Florida Building Code, Fifth Edition -
Building, Chapter 16, Structural Design, Section 1609 and ASCE 7-10 were employed in
the design of the structure:
Ultimate Design Wind Speed (V it): 130 MPH (3-Second Gust)
Nominal Design Wind Speed (V,a): 101 MPH (3-Second Gust)
Risk Category: I ,
Wind Exposure Category: B
Applicable Internal Pressure Coefficient: +/- 0.00
Design Pressure for Exterior Components & Cladding: (Patio Cover)
Walls = N/A
Roof = 12.0 PSF
Design Pressure for Exterior Components & Cladding: (Inserts)
Walls = 13.8 PSF
Roof = Existing
Davis & Cleaton Engineering, Inc.
260 Wekiva Springs Road
Suite # 1060
Longwood, FL 32779
FL P.E. License # 35816
f4
RECORD COPY
Material List: 6005A-T61 Alloy
1" x 2" x 0.044" Open Back
2" x 2" x 0.044" Hollow
2" x 2" x 0.045" Door Jamb
3" x 3" x 0.092" Post
2" x 4" x 0.046" x 0.100"
2" x 6" x 0.050" x 0.120"
3" x 0.024" Composite Roof
NOTE: Door Connection
1. Door to be attached to structure with
3) hinges (min.).
2. Each hinge to be attached to structure
with (min.) (4) #10 x 3/4" S.M.S.
3. Each hinge to be attached to door with
min.) (3) # 10 x 3/4" S.M.S.
4. Bottom hinge to be mounted between
10" & 20" from the ground.
5. Top hinge to be mounted between 10"
20" from top of the door.
Cen' tral - Alununum
SCREEN SERVICE LLC
791. Cornwall Sanford, Florida 32773
407) 323-6010 - (386) 775-4751
LIC# SCC056754
Job Name: 5,-A,
Job Address: 7za ivi-;o .ua//e, ipt.
fSA/iqC Aj
Dq-S f in9 mv5sed Potick &Q-eA y,X to
3" compost&
9005.
keryS
n,.
T nSoicJ P 40, f f• s TNSeR 00P'01 h
Z -
t 6 iGiClr P%A +P— l b . I; rG fl.',>n',,1:,4.'3;`'i.L•s t:a
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
DATE
SANFORD BUILDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO -PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
OF ERRORS IN PLANS,
TIONS OF THIS CODE
17=118
S4NFORD
F1'AR
L
a
at
E~
M '20
N 9
N rn
12/9/ 16
PAGE:
U
3" x 3" Aluminum Post (TYP.)
a>
C
a a
U
Aluminum Base Plate
1) 1/4" Diameter Corrosive Resistive .125"' (MIN.) Thickness n
Thru-Bolt w/ Nut & Washer (TYP.) N
5) #10 x 1/2" S.M.S. (MIN.) M
2" x 6" S.M.B. Each Side of "U" Channel Q
Cd
w
1
2) 1/4" Diameter Tapcon with 1.75° w U o
MIN.) Embedment Into Solid Concrete
Concrete Foundation (TYP.) with 2.5" (MIN.) Edge Distance (TYP.)
C
U o o
a
4" Diameter Tapcons with 1.75" (MIN.) VExisfing Post to Base Connection
edment Into Solid Concrete with 1.5" (MIN.)
1.5" x 2.125" x 1.5" x 0.040" Distance & 3" (MIN.) Spacing (TYP.)
Thick Channel (TYP.) a
d Host
Beam to Host w
3" Composite Roof (TYP.) ti
40, M
N
J N V]
v
n
CentenNotch Is Acceptable (4) 1/4" Diameter Corrosive Resistive
Thru-Bolts w/ Nuts & Washers (TYP.)
3" x 3" Aluminum Post (TYP.)
2" x 6" S.M.B. Stitched Together Using
1) # 10 x 1/2" S.M.S. @ 24" O.C. (MAX.)
Top & Bottom (TYP.)
Existing Truss Tail (TYP.) Post to Beam Connection - Side Notch
Attach Header toTrussTail Using M
2) 412 Lags w/ 2" (MIN.) Thread M
Penetration Per TrussTail (TYP.) pry
a, M ^
3" Composite Roof (TYP.) 5
o N `o w
O
as
Attach Roof to Edge Beam(s) Using
3Sm
A o w
NOTE: Provide Additional Flashing As Necessary 1) 1/4" x 4" Lag w/ 1-1/4" Fender 3" Composite Roof Panel (TYP.) Ca N a a
Washer @ 8" O.C. (MAX.)(TYP.)
Caulk All Exposed Screws
Existing Fascia Attach Roof Panel to Header Using
1) #10 x 1/2" S.M.S. @ 8" O.C. (MAX.) Aluminum Edge Beam(s) (TYP.)
Top & Bottom (TYP.)
Caulk All Exposed Screws
Header To Fascia Using
10 Screws W/ 1-1/2" Thread
3" x 0.050" Aluminum HeaderDATE:
Penetration @ 8" O.C. (MAX.)(TYP.)
Roof to Fascia e,
j\
12/9/16
PAGE:
Roof to Edoe Beam(s) 1 8
2 of 3
SCALE: N.T.S.
Existing Header of Trussed Roof Patio
See Screen Insert Notes Below
Stitch Beam Using
1) # 10 x 1 /2" S.M.S
@ 24" O.C. (MAX.) & 4"
From Each End (TYP.)
1) 1/4" Rawl Tapper w/ 1-3/4"
MIN.) Embedment Into Solid
Concrete @ 24" O.C. & 4" (MAX)
From Each Upright (TYP.)
J
Upri,aht Detail
Attach Top Plate to Upright Using
2) x 1-1/2" S.M.S. into Screw Bosses
TYP.)
1" x 2" (TYP.)
2" x 4" S.M.B. (TYP.)
Attach Girt to Upright Using
4) x 1-1/2" S.M.S. (MIN.) into
Screw Bosses (TYP.)
Plate to Upright Using
S.M.S. into
s (TYP.)
Existing Concrete Foundation (TYP.)
Screen Insert Notes:
1. Inserts are framed in by 1 "x2" open back.
2. Framing members are fastened to a C.M.U. using 1/4" diameter concrete anchors with a minimum 1-3/4" embedment into solid concrete.
3. Framing members are fastened to a wood framed wall using a (Min.) # 10 wood screw with a (Min.) I" thread penetration.
4. Framing members are fastened @ max. 24" O.C., regardless of C.M.U., wood, or to another aluminum frame member.
5. There shall be a fastener within 4" of every 90 degree corner or upright in either direction but not required to be in both directions.
1) #5 Bar Continuous
w/ 25" (MIN.) Lap (TYP.)
8 '
j•
4" Concrete Slab with Turndown Footer
g„
Foundation Detail
Notes:
1. There shall be no debris or roots within the foundation.
2. The foundation shall be a minimum of2,500 p.s.i. concrete
over 6-mil. vapor barrier on clean, well
compacted termite treated soil.
3. 2,000 P.S.F. (MIN.) soil bearing capactiy.
4. At all interfaces of existing and new concrete foundation, reinforcement
bars shall have 6" (MIN.) embedment into existing concrete using
Simpson SEX-XP Epoxy with the minimum required lap (TYP.).
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DATE:
12/9/ 16
PAGE:
3 of 3
SCALE: N.T.S.
RECORD COPY
ma
Jaa 0 0 pan
REQUIRED INSPECTION SEQUENCE
BP# 11- l 1 %,
BUILDING PERMIT
Min Max Inspection Descri tion
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Pre our
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
Address:
Min Max Ins ection Descri tion
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Ir
Max InS ection Descrl tionMin
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
MECHANICAL PE:RM!IT
Min Max Ins ection Description
Mechanical Rough
Mechanical Final
1VIin M[ax Inspection Descrl Lion
Gas Underground
Gas Rough
Gas Final
REVISED: June 2014