HomeMy WebLinkAbout171 Walnut Crest Run,
CITY OF
"SkNFCAYRD
Z 2018
Building & Fire Prevention Division
PERMIT APPLICATION
Application No: IF- 0-4 a J
Documented Construction Value: $ 2,200.00
Job Address: 171 Walnut Crest Rn., Sanford, FL 32771 Historic District: Yes❑No❑
Parcel ID: 22-19-30-502-0000-1190 Residential Commercial❑
Type of Work: New[] Addition❑✓ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work: Installing cover for patio upon existing concrete (no screens)
Plan Review Contact Person: LaShani Meyers
Phone: (262) 349-7799 Fax: None
Title: permit assistant
Email: lashani@cflscreens.com
Property Owner Information
Name Amanda Thomas Phone: (407) 233-6077
Street: 171 Walnut Crest Rn.
City, State zip: Sanford, FL 32771
Name
Street: 1379 Maywood Ave.
City, State zip: Deltona, FL 32725
Name
Resident of property? :
Yes
Contractor Information
First Commercial Construction, LLC Phone: (386) 574-2951
Fax: None
State License No.: CGC1505343
Architect/Engineer Information
Florida Engineering, LLC Phone: (941) 391-5980
Street: 4456 Tamiami Trail
City, St, zip: Port Charlotte, FL 33980
Fax: None
E-mail: craig@flengineeringllc.com
Bonding Company: Mortgage Lender:
Address: 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: 6" Edition (2017) Florida Building Code
��
Revised: January 1, 2018 Permit Application
r
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 ne 'n com,pliap", ith all applicable laws regulating construction and zoning.
ature of — ate Signature of Contractor/Agent Date
COV-e
Print n s me Print Contractor/Agent's Name
44 1
na e of otary-State of Florida Date Si nature of Notary -State of Florida Date
� Notary Fu fic State of Florida
: Elizabeth Rarms
" r My Commission GG 035248
'orw Expires 12/2612020
Owner/Agent is _P Personally Known to Me or Contractor/Agent is 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:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads
APPROVALS: ZONING: -30• 113 UTILITIES:
ENGINEERING:
FIRE:
Flood Zone:
# of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
BUILDING: G-\q-`6
COMMENTS: ne 69,, cv4Ae pro
Revised: January 1, 2018 Permit Application
LIMITED POWER OF ATTORNEY
I hereby name and appoint: William Roth, Jared Jacobs, David Judkins, Kyle Judkins,
Christian Hommes, and/or LaShani Meyers, to be my lawful attorney -in -fact to act for me to
apply for, receipt for, sign for and do all things necessary to this appointment for (check only one
option):
All permits and applications submitted by this contractor
Or/
(Street Address)
Expiration Date for This Limited Power of Attorney: ` 1
License Holder Name: Richard Seremeta
State License Number: CGC1505343
Signature of License Holder:
STATE OF FLO �/
COUNTY OF V � �s
The foregoing instrui t w`` acknow d before I e is day of �kW
20 , by _ personally known to me o
who has produced as identification and
who did (did not) take an oath.
A � v
Sig cure of Notary
CHRISTIE ROTH
MY COMMISSION # FF992849
:t EXPIRES May 16, 2020
I407) 398-0153 F1060NOWYServ0e.ct
Print or type Notary name
Notary Public - State of IfV
Commission No.
19
My Commission Expires:
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THIS INSTRUMENT PREPARED BY:
GRANT NALOYr SEMINOLE COUNTY
'
Name: First Commercial Construction, LLC--J-of-teJ, joy Ah
CLERK OF CIRCUIT COURT & CONPTROLLER
'
Address: 1379 Maywood Ave.
(1 398 P3s)
CLERK'S T eK 9122 Fg 21793 (Ib87
Deltona. FL 32725
RECORDED 05/04/2018 09:17:31 (fll
RECORDING FEES $10.00
®TIC OF COMMENCEMENT
RECORDED BY hdavore
-
Permit Number:
Parcel ID Number: 22-19-30-502-0000-1190
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)
Address: 171 Walnut Crest Rn., Sanford, FL 32771 1 LOT 119
�+
PRESERVE AT LAKE MONROE
PB 62 PGS 12 - 15
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Installing back patio cover upon existing concrete
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: Amanda Thomas, 171 Walnut Crest Rn., Sanford,
FL 32771
Interest in property: Owner
Fee Simple Title Holder (if other than owner listed above) Name:
4. CONTRACTOR: Name: First Commercial Construction, LLC Phone Number: - (386) 574-2951
Address: 1379 Maywood Ave., Deltona, FL 32725
5. SURETY (if applicable, a copy of the payment bond is attached):
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 maybe served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: Phone Number:
8. In addition, Owner designates
Of
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
BEF 0MMEN RECORDING YOUR NOTICE OF COMMENCEMENT.
r Amanda Thomas, owner
( at ecor Lessee, or Owners or 's (Print Name and Provide Signatory's Title/Office)
Authorized Officer/Director/Partner/Manager) `
State of County of
The foregoi instrument ack�n—owwlle-dged before me this Cff h day of apn:�i , 20
by � ky---) i , t j1 -)Vwck-S Who..is aersonaliv known to me K OR
who has produced identification 0
Cti_Ytsir (} i <<"Y aiZA T NIAI.OY
COIJPT
{I )IR,
F*T
ANNA L. THUD
MY COMMISSION # FF900714
EXPIRES: July 16, 2019
31
REQUIRED INSPECTION EcCTION SEQUENCE
BP##.
i SUMBING 1L 1GL9ely T
min Marx Ins ectionDescri Lion.
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour
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 Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen.Room
Final. Pool Screen Enclosure
Mobile Home Building Final
Pre -Demo
Final Demo
Final Single Family Residence
Final Building (Other)
Address -
Min Max. Ilmetion ](Descri2tion
Electric, Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Min
Mays
3i``�`i?J���� Ca
Inspection J(Descri Onion
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
Min I Max
Mechanical Roug
Mechanical Final
Gas Unde
Gas Roug
Gas Final
REVISED: June 2014
GENERAL NOTES
1. DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS:
1. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION SPECIFICALLY
CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM &
CHAPTER 23 WOOD.
2. ASCE 7-10. & SE17
3. NDS-NATIONAL DESIGN SPECIFICATION FOR WOOD.
4. AC1318 CONCRETE REFRENCE MANUAL.
5. PCI PRECAST & PRESTRESSED CONCRETE.
6. AA ASM 35 & AA ADM 1
WIND LOADS:
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE
1604.5: RISK CATEGORY 1.
2. BASIC WIND SPEED, TABLE 1609C, STATE OF, FLORIDA DEBRIS
REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE
1609.3.1 EQUIVALENT BASIC WIND SPEED: 130
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C
3. SCREENED ROOF ENCLOSURE FBC 2017 CH. 20 TABLE 2002.4
CONCRETE & FOUNDATION DESIGN:
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER
IN THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE
REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE
APPLICABLE:
A. CONCRETE SHALL CONFORM -TO ASTM C94 FOR THE
FOLLOWING COMPONENTS:
I. PORTLAND CEMENT TYPE 1 - ASTM C 150
11. AGGREGATES - LARGE AGGREGATE 3/4 MAX. - ASTM C 33
III. AIR ENTRAINING +/- 1 % - ASTM C 260
IV. WATER REDUCING AGENT - ASTM C 494
V. CLEAN POTABLE WATER
VI. OTHER ADMIXTURES NOT PERMITTED
B. METAL ACCESSORIES SHALL CONFORM TO:
I. REINFORCING BARS - ASTM A615, GRADE 60
11. WELDED WIRE FABRIC - ASTM A185
C. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3"
OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT
PERMITTED.
D. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE
INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3
INCLUDING HOT WHEATHER RECOMMENDATIONS.
E. MOIST CURE OR POLYETHYLENE CURING PERMITTED.
F. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE
SUBSURFACE ARE FOR TERMITES IN COMPLIANCE WITH THE
FBC.
G. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR
BARRIER.
2. IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN
SOUND CONDITION, FREE FROM STRUCTURAL CRACKING,
SPALLING &OTHER DETERIORATION. NO ADDITIONAL FOOTING
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED
CONSTRUCTION.
3. WHEN APPLICABLE FOR ATTACHING NEW FOOTER TO EXISTING,
DRILL & EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN.
HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
(OR EQUAL) TYP. ALL LOCATIONS.
4. WHEN INSTALLING 4" CONCRETE SLAB -ADD ADJACENT TO
EXISTING-DOWELL INTO EXISTING CONCRETE 48" O/C W/8" #5
REBARS- DRILL 3/4" HOLE 4" EMBEDMENT- EPDXY W/
NON -SHRINKING "SIMPSON EPDXY TIE".(OR EQUAL).
5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE
NOTED.
ALUMINUM SPECIFICATIONS:
1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
OTHERWISE SPECIFIED.
2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
#12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER.
3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050".
4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
INCHES.
5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
WIND SPEEDS EXCEED 75 MPH PER FBC.
6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
FASTNER SPECIFICATIONS:
1. FASTNERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS
OR BETTER, INSTALLED TO MFG.)
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
AND FASTENERS TO MANUFACTURING SPECIFICATIONS.
3. WHERE WOOD DECK IS PRESENT USE 1/4"X3-1/2" GALV. LAG
SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE
SPECIFIED.
4. 1"X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST
A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED
1/4"X2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS
B. FOR WOOD APPLICATION USE #14X2-3/4" WOOD SCREW AT
24" O.C. AND 6" FROM ENDS.
C. FOR ALUMINUM APPLICATION USE #10X1-1/2" SMS OR TEK
SCREW AT 24" O.C. AND 6" FROM ENDS
D. WHERE VX2" INSTALLED THROUGHOUT AN "OPEN VIEW'
SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS
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2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION,
THE CONTRACTOR SHALL VERIFY AND INSURE INSTALLATION
HAS BEEN ACCOMPLISHED IN.ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH
THE ATTACHED DETAILS.
3. FOR "PICTURE WINDOW' MODIFICATION TO EXISTING SCREEN
ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE"
FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED
IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE
EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND.
MASONRY SPECIFICATIONS:
1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED.
ON TYPE M OR S MORTAR.
2. ALL MORTAR SHALL BE TYPE M OR S.
3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUTPOUR EXCEEDS 6-0" IN
HEIGHT.
MISCELLANEOUS:
1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTUREDHOME, TRAILER HOME, OR PRE-FAB HOME.
IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPERATE 4TH
WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.
3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
THE FIELD.
4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT.
5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
STRUCTURE.
6. ALL 2X4 & GREATER ARE TO BE SMB UNLESS OTHERWISE INDICATED
RESPONSIBILITIES:
1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL
BE NOTIFIED OF ANY DISCREPANCIES.
LEGEND`: (ALL MAY NOT APPIE /IEWED FOR
CODE COMPLIANCE
19F
SCR = SCREEN
P
ANSEXAMINER
KP = KICK PLATE
PW = PICTURE WINDOW
v:k'
X = HORIZ. SLIDING WINDOW
DATE
0:= HORIZ. STATIONARY WINDOW
DH = DOUBLE HUNG WINDOW
SH= SINGLE HUNG WINDOW -
SIP = SOLID INSULATED PANEL
6J\��ING
CT = CABLE TIE
SG = SUPER GUTTER
SANFORD
CS = CLEAR SPAN
4 2 1
KB = KNEE BRACE # 1 8 -
Q�PAPl�L��'
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2"x2"x0.044" SANFORD E
UILDING DIVISION
2 x 3: 2"x3"x0.044"
2 x 4:, 2"x4"x0.044" A PERMIT ISSUED S
ALL BE CONSTRUED TO BE A
2 x 5: 2"x5"x0.050" LICENSE TO PROCEED
WITH THE WORK AND NOT A:
AUTHORITY TO VIO
TE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS
OF THE TECHNICAL
OPEN BACK $ECTIO WDES, NOR SHALL I
SUANCE OF A PERMIT PREVEP
1 x 2: 1 "x2"x0.044" THE BUILDING OFFICIAL
FROM THEREAFTER
1 x 3: 1 "x3"x0.044" REQUIRING A CORK
CTION OF ERRORS IN PLANS,
CONSTRUCTION 0
3 VIOLATIONS OF THIS CODE
SNAP SECTIONS
2 x 2 SNAP: 2"x2"x0.050"
2 x 3 SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2"x4"x0.045"
SELF MATING (SMB)
2 x 4 SMB: 2"x4"x0.044"x0.100"
2 x 5 SMB: 2"x5"x0:050"x0.100"
2 x 6 SMB: 2"x6"x0.050"x0.120"
2 x 7 SMB: 2"x7"0.057"0.120"
2 x 8 SMB: 2"x8"x0.072"x0.124"
2 x 9 SMB: 2"x9"0.082"0.124"
2 x 10 SMB: 2"x10"0.092"0.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICATED
IN INCHES.
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DESIGN DATE: 04/30/2018
REVISION 1: DATE PAGE:
REVISION 2: DATE
SCALE: NTS
M
HOUSE WALL
HOST 16" O/H (FASCIA MOUNT)
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2
BEAM PER PLAN
(2) EA. 1/4" 0 STL BOLTS OR
#12X3/4" TEKS EA. SIDE
QUANITY = BEAM SIZE
(EXAMPLE FOR 2X6 USE: (6) #12)
2" X 1/8 REC CHANNEL W/ #12 SMS (QUANITY= BEAM SIZE)
(2" MIN. EMBED.) INTO HOST STRUCTURE (WOOD) OR
1/4" O TAPCONS X 2-1/4" @ 1-1/2" O.C. STAGGERED
(MIN. OF 2 PER CONN.) OR 2"X2"X.050" ANGLE EA. SIDE
OF BEAM FASTENED SAME AS CHANNEL.
BEAM TO WALL SCALE: N.T.S.
FOR ALUMINUM PANS OR GALVALUME STEEL PANS
USE #12 X 9/16" W/ 5/8" ,NEO-WASHER (3) PER PAN
FOR COMPOSITE PANELS #12 X 1" LG. THAN PANEL
THICKNESS SMS W/ 1-112" NEO-WASHER 12" O/C
COVER END OF PANEL ROOF PER PLAN
EAM PER PLAN
(2) 3/8" THRU-BOLT -
I
I
BEAM PER PLAN
POST
COL. PER PLAN
(4) 3/8"x4" TAPCON THRU
BOTTOM LEG OF ANGLE
INTO CONC.
2„
3-3/4" FROM EDGE
OF SLAB 1
TOP VIEW COLUMN PER PLAN
(3) 1/4" DIA. MACHINE
BOLTS w/WASHERS
1/8"x2"x2"x33/4" "
(4) 3/8'W" TAPCON (LENGTH) ANGLE
THRU BOTTOM LEG (INTERNAL)
OF ANGLE INTO CON
I
CONC. FOOTING MIN. 3000 PSI CONC. FTG/SLAB
BELOW W/ 6x6 - 10x10 W.W.M. OR
FIBERMESH (TYP.)
FRONT VIEW
4"x4" POST CONNECTION DETAIL
OPTION #2 SCALE: N.T.S.
BEAM PER PLAN
0
BEAM PER PLAN (2) 3/8" 0 THRU-BOLT
Q SEE ALSO COL/EDGE
/ BEAM ALTERNATES
2" X 1/8" RECEIVING CHANNEL I POST
W/ (2) 3/8" 0 STL BOLTS OR
#12X3/4" TEKS EA. SIDE COL PER PLAN
WHERE MIDPOINT
QUANITY = BEAM SIZE COL. IS INDICATED.
(EXAMPLE FOR 2X6 USE: (6) 4
1
BEAM TO COLUMN SCALE: N.T.S.
024 FLASHING SEALED TO
NALL (TYP.)
v
—02 O
O'O. O O #12x3/4" SMS @ 12" O.C. TOP
&BOTTOM
\ .050-3" RECEIVING CHANNEL
CONCRETE OR FILLED FASTEN TO MASONRY WALL
MASONRY W/ 1/4" X 3" TAPCONS
18" O/C (INTERNAL)
FOR ALUMINUM PANS:
1/4" X 2" TAPCON (OR EQUAL) w/ 5/8"
NEO-WASHER THROUGH BOX END OF PAN
(3) PER PAN
ROOF PANEL ATTACHMENT - MASONRY
SCALE: N.T.S".
(2) 1/2" DIA. EXPANSION
BOLTS SEE NOTE (MFG.)
FOR BOLT INSTALLATION P
SETBACK REQUIREMENT:
3-3/4" FROM EDGE
OF SLAB (TYP.)
EXISTING RAFTER
OR TRUSSER C
O O C #12x3/4" SMS @ 12" O.C. TOP
P � & BOTTOM
3-3/4" FROM EDGE
OF SLAB (TYP.)
—.040 X 3" U-HEADER
2" NOMINAL STRUCTURAL
FASCIA MIN. FOR COMPOSITE PANELS:
(2) #12 X 2"SMS
THROUGH RECEIVING FOR ALUMINUM PANS:
CHANNEL @ 12" O.C. 412 X 2" SMS THROUGH
"BOXED END": INTO WD FASCIA
ALTERNATELY: (3) PER PAN
(1) 1/4"x3" LAG BOLT
THROUGH RECEIVING
CHANNEL @ 12" O.C.
ROOF PANEL ATTACHMENT - WOOD FRAME
SCALE: N.T.S.
TOP VIEW
(3) 1/4" DIA. MACHINE
BOLTS w/ WASHERS
.I 4"x4"x0.125" POST.
I
(2) 1/2"DIA. EXPANSION
BOLTS SEE NOTE (MFG.) 2"x4"z0.125 ANGLE
FOR BOLT INSTALLATION &
SETBACK REQUIREMENTS.
MIN. 3000 PSI CONC. FTG/SLAB
W/ 6x6 - 10x10 W.W.M. OR
FIBERMESH (TYP.)
FRONT VIEW
4"x4" POST CONNECTION DETAIL
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DESIGN DATE: 04/30/2018 "
REVISION 1:
DATE
PAGE.
REVISION 2:
DATE
SCALE:
NTS
t
• LOT 119 _
PRESERVE. AT
LAKE MD NRO E
ACCORDING TO THE PLAT THEREOF -
PAGES RECORDED IN PLAT BOOK 62 ,ON
I 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
i
e°6e""I° �Yq
Aso, UT
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Cl
F�VO Mqc hq,� I_ ASPNAT
L1 S 08i348" W 25.00'
Cl
A = 27 22'51 "
R 100.00'
L 4Z79'
CB = S68 04'36"E
CH = 47.34'
C3
4 = 17 J2'03"
R = 125.00'
L = 38.25'
CB = S7300'10"E
CH J8.10'
POL
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- 3b
r - T1,
p K �o l rn 3•�*i// Cav e,.- �,,. IO�,Fi�7 vrGr �iC<Sa-,'nJr
� of
C2
d =
21 '15'19"
R =
125, 00'
L =
46.37'
CB
= N8776'09 "E
CH
=
RIC
RIC
79' W
LEGEND
FND - FOUND
RIC - 5/8" REBAR AND CAP
lP - IRON PIPE,
IR - IRON ROD
SURVEY REPORT/NOTES.
LB - LICENSED BUSINESS
1) .SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE
ID - IDENTIFICATION
SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
A/C - AIR CONDITIONER
2) DISTANCES SHOWN HEREON ARE IN FEET AND DECIMALS THEREOF.
(P) - PLAT
{M) -..MEASURED
3) UNLESS NOTED OTHERWISE,' NO UNDERGROUND IMPROVEMENTS 'FOUNDA77ONS/FOOTERS OR ROOF
OVERHANGS HAVE
BEEN LOCATED. ENVIRONMENTAL CONDITIONS AND GOVERNMENTAL REQUIREMENTS NOT DETERMINED
CLF - CHAIN LINK FENCE
BY SURVEYOR.
4) SYMBOLS NOT TO SCALE.
U.E. -UTILITY EASEMENT
-DRAINAGE EASEMENT
5) OWNERSHIP OF SUBJECT PROPERTY AND IMPROVEMENTS, UNDETERMINED BY SURVEYOR.
99O.
-WATER METER
6) THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1" = 40:
POL -POINT ON LINE
7) BUILDING 77ES ARE" NOT TO BE USED .TO CONSTRUCT DEED OR PLATTED LINES
8) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMEN7Sj RIGHTS OF WAY,
RESTRICTIONS, USES
OWNERSHIP OR, MATTERS OF RECORD BY THIS FIRM.
LIMITATION OF LIABILITY: RELIANCE ON THIS
9) THE RELA77VE ACCURACY OF F7ELD MEASURED CONTROL EXCEEDS 1 FOOT 1N 10,006 FEET
SURVEY IS RESTRICTED TO THOSE PARTIES LISTED AS
"CERTIFIED'
10) BEARINGS SHOWN HEREON ARE BASED ON THE OEN7ERLINE OF' WALNUT CREST RUN, BEINGS 5423'J1'' E PER' THE
TD" ON THE FACE OF. THIS'SURVEY. ASSOCIATED
DISAVOUR AND DEN MAPPING,. INC. AND SURVEYOR,1
DISAVOWS AND RENOUNCES. ANY LIABILITY TO ANY OTHER ��
USE.
RECORD' PLAIT. - - .. .
)
J OBSERVED APPARENT "PHYSICAL USE. ON TO AND OFF OF SUBJECT PROPERTY.' ABOVE GROUND EVIDENCE OF U77LlT7ES,
PARTIES FOR OF THIS SURVEY. ALL OTHER USES OF
THIS SURVEY ARE HEREBY PROHIBITED.
FENCE AND DRIVEWAY AS.NO7E'D HEREON.
COPYRIGHT: —COPYRIGHT
12) PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "X" ACCORDING TO F.LR.M. MAP PANEL No. 12117C0060 F, DATED
ASSNOTICE D S
LAND SURVEYING INC. NO PART OF
F
SEPTEMBER 28, 2007. THE FLOOD INSURANCE RATE• MAP IS NOT A SURVEY.'.FLOOD ZONE DETERMINA770N IS AN
THIS OATID
THIS DRAWING/SURVEY MAP MAYBE REPRODUCED WITHOUT -
MAY BE
THE WRITTEN CONSENT OF ASSOCIATED LAND SURVEYING &
OPINION ONLY.. '-
'
13) POTEN77AL BOUNDARY INCONSISTENCIES OBSERVED: MEASURED DIMENSIONS VARY FROM
]WEED TO A D THE SURNG ZGUTER
ILES. TOG. PR UCALL MATERIAL SURVEY
THIS SURVEY AND SURVEY NAP IS
RECORD DIMENSIONS AS
SHOWN HEREON.' FOUND CORNERS AT NW, NE AND SE CORNER NOT IN AGREEMENT .K17H `RECORD PLAT AND EXIS77NG
ASSOCIATED
)WNED BY ASSOCIATED LAND SURVEYING k MAPPING, INC.
G
ADJOINING LOT CORNERS
1DDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY
)THER THAN. SIGNING PARTY OR. PARTIES IS PROHIBITED-
nt T WRITTEN CONSENT OF THE SIGNING PARTY OR
-
I CERTIFY THAT THIS SURVEY MEETS OR
EXCEEOS.THE STANDARDS OF PRACTICE (:ERTIFIED TO:
SET FORTH BY THE FLORIDA BOARD OFPROFESSIONAL -
CHAPTER 5J-17,uFLORIDA ADMINISTRATIVE SHANNON THOMAS
CODE, PURSUANT TO SECTION 472.027,
FLORIDA STATUTES
CERTIFIED FOR: ASSOCIATED LAND SURVEYING
1 - & MAPPING, INC.
g�DAVID M. McDERMOTT, CERTIFICATE Np 4779
❑JACK D. REED JR., CERTIFlCATE-No. 5737..
SURVEY MAP
PREPARED FOR
SHANNOM WOMAS
REVISED:
PREPARED BY
Associated ]Land Sure ryIlng
RECERTIFIED.
RECERTIFIED:
& Mapping, Inc.
BOUNDARY SURVEY:
1681 POWELL STREET
LONGWOOD, FLORIDA 32779
0511912016
PHONE: (407) 869-5002-FAX: (407) 869-8393
SCALE:
JOB NO.
CERTIFICATE OF AUTHOR12AT10N NUMBER: LB 6767
1 " = 40'
18050