106 Garden Ct 17-278 (A) GAZEBOCITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: / �
Documented Construction Value: $ '-.X-)C.)0<
Iob Address:� k1 C� d -�' klistoric Dis(rict: Yes ❑ No,3
Parcel ID: Rcsideuti4k] Commercial ❑
Type of Work: New Pq Addition ❑ Alteration El Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work:
Plan Review Contact Person:
Phone: Fax:
Email:
Title:
Property Owner Information
Name\i t.I 1 �+-� i C��^t l'�i- i- ( Phone:
Street: 1(2)6- k(Z-oct')
Resident of property?
City, State Zip: &" AOLo�l /k -,,Ll
14 Contractor Information
Name
Street:
City, State Zip:
Phone:
Fax:
State License No.:
9� Architect/Engineer Information
Name: ' ISR—T\0 Phone: -SLAC
Street: (3CC) D t -(P ( 0 ZeX,�C3
1+'ax:
City, St, Zip: A1Q6<,- 1-rq E-mail: Y' c\Gyf'
Bonding Company:
Address:
Mortgage Lender:
Address:
- l
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 MUSTBE
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 instattations 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 (hat (late: 5°i Edition (2014) Florida Building Code
Revised: June 30, 2015
Permit Application
! M T
LOT' 82
MONTERY OAKS PH. 1
PB 56, PG 33
LOT 83
LOT 84
FD 5/8"IR EAST 167.71'(P)
NO ID S89°4115"E 167.95 (FM)
6' WOOD FENCE ALONG LINE
5' CHAIN LINK FENCE 7.5 UTILITY EASEMENT
---------------------------------------------------------------- --------- --
oo•
PENCE i 10x16
rr
CORNER
SE/2.3'
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SHED
CP
3.8r 3.8'
LOT 4 N•
PROPOS ED
cp, `O' COVER D
4,
Wr 42.0' 8.18' 0
I i � PROPOSED r -- -- - -- -- - - - -:2.-- ,7.s' CD O
41 COVERED PROPOSED Q
PORCH ADDITION
19.2'3.2' r O
X�0 CONCRETE L�
/AC FENCE
1 STORY CB CORNER
rj i v7 RES #106Z j S/57.5
CONCRETE CO W/1, 0
PATIO 10.0'
�+ µ 37.6' 0) 0)
P 8.77' �O
/PROP SED/
fo
tiN'' .
G�
LOT 85
FD 1/2"IR
NO ID
SECTION 33, TOWNSHIP 10 SOUTH, RANGE 30 EAST
S ANF O RD, S E MINO LE COUNT Fy , F'LORIDA
-----------
FENCE
CORNER
W/I.0'
LOT 5
CURVE DATA
I (P)
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R=50.00'
A-50°39;45"
L= 4 4.2 1
C=42.79'
CB=S73033 01 W
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CURVE DATA -
(FM)
R— 50.19'
A-50046'39"
L— 44.48'
C=43.04'
CB—S73038'32"W
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JAN 0 3 017
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CONCCE,
DR VE... .
FD 1/2"IR
NO ID
4'
C0 C
CTR S
ASIS
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LOT 3
GARDEN CT.
(50' R/W) 20 ASPHALT
1012 NORTH WOODLAND BOULEVARD
DELAND, FLORIDA 32720
PHONE: (386) 740-4144 FAX (386) 740-4155
e—mail: lefird@bellsouth.net
Certificate Of Authorization Licensed Business Number 7230
AIJUREVI•ATIQU5:
A/C =AIR CONDITIONER
(C) = CALCULATED
CL = CENTERLINE
CLF = CHAIN LINK FENCE
C.B. = CHORD BEARING
CH. = CHORD DISTANCE
CONC. = CONCRETE
CSL = CONCRETE SLAB
CO = CONCRETE BLOCK
C.M. = CONCRETE MONUMEN r
(D = DEED OR DESCRIPTION
D/U = DRAINAGE/UTILITY EASEMENT
E = EAST
E/P = EDGE OF PAVEMENT
ESM'T.= EASEMENT
ELEV. = ELEVATION
F.F. = FINISHED FLOOR
FD. = FOUND
(FM) = FIELD MEASURED
I.D. = IDENTIFICATION
IR = IRON ROD
IP = IRON PIPE
IR&C = IRON ROD AND CAP
L = LENGTH OF CURVE
LS = LICENSED SURVEYOR
LB = LICENSED SURVEY BUSINESS
N = NORTH
N/D = NAIL AND DISK
N/W = NAIL AND WASHER
O.R. = OFFICIAL RECORDS
O/H = OVERHANG
O/E = OVERHEAD ELECTRIC LINE
(P) = PLAT (MAP) DIMENSION
P.C. = POINT OF CURVATURE
PC. = PACE
P/P = POWER POLE
P.O.B. = POINT OF BEGINNING
P/L = PROPERTY LINE
R = RADIUS
R/W = RIGHT-OF-WAY
5 = SOUTH
S/T = SEPTIC TANK
S.F. = SQUARE FEET
T = TANGENT DISTANCE
TYP. = TYPICAL
UGE = UNDER GROUND ELECTRIC
W = WEST
W/F = WOOD FENCE
WPP = WOOD POWER POLE
W/M = WATER METER
= DELTA OR CENTRAL ANGLE
1' = 20'
GRAPHIC SCALE
0 10 20 40
ONINC, �C7>r..�.
Ok to install 20'x22' gazebo accessory structure in
location shown with 15' rear setback. Structure shall be
constructed of cmu w/ decorative concrete finish and
ashpalt shingles. Additional impervious beyond this permit
may exceed the 50% maximum allowed on site.
DESCRIPTION: (PER ORB 7171 PG. 1329)
LOT 4, UPPLAND PARK, ACCORDING TO THE PLAT THEREOF,
AS RECORDED IN PLAT BOOK20, PAGE 5, OF THE PUBLIC
RECORDS OF SEMINOLE COUNTY, FLORIDA.
NOTE:
THIS PLAT AND/OR SKETCH OF SURVEY IS CERTIFIED TO AND PREPARED FOR THE SOLE AND
EXCLUSIVE BENEFIT OF THE ENTITIES AND/OR INDIVIDUALS SHOWN HEREON, ON THE MOsr CURRENT
DATE SHOWN, AND SHALL NOT BE RELIED UPON BY ANY OTHER ENTITY OR INDIVIDUAL
WHOMSOEVER. THERE MAY BE ADDITIONAL RESTRICTIONS AND/OR OTHER MATTERS THAT ARE NOT
SHOWN HEREON THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THE COUNTY, THIS
SURVEY /SKETCH IS PREPARED WITHOUT BENEFIT OF ABSTRACT OR TITLE SEARCH UNLESS
OTHERWISE NOTED. 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
1 OR PARTIES. THIS SURVEY DRAWING IS THE PROFESSIONAL OPINION OF THIS SURVEYOR AND
MAPPER AND THE FIRM, WHICH WAS PREPARED UTILIZING THE BEST AVAILABLE INFORMATION AND
AS SUCH DOES NOT CONSTITUTE A GUARANTEE OR WARRANTY, EITHER EXPRESSED OR IMPLIED.
FURTHERMORE, THIS SURVEYOR AND FIRM DOES NOT ASSUME RESPONSIBILITY AND SHALL NOT BE
HELD LIABLE FOR CLAIMS ARISING FROM ERRONEOUS OR INCORRECT INFORMATION FURNISHED TO
THE SURVEYOR, WHICH WAS USED AS A BASIS IN THE PREPARATION OF THIS SURVEY DRAWING.
NOTES:
1. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHT OF WAY AND/OR OWNERSHIP
WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN.
2. NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER,
3. NO UNDERGROUND IMPROVEMENTS OR INSTALLATIONS OR OTHER INTERIOR
IMPROVEMENTS HAVE BEEN LOCATED, EXCEPT AS SHOWN, AS PER THE REQUEST OF THE CLIENT.
4. UNLESS NOTED, LEGAL DESCRIPTION FURNISHED BY CLIENT.
5. FEATURES SHOWN BY SYMBOL AS INDICATED IN THE LEGEND ARE NOT TO SCALE.
6. THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A TITLE SEARCH, A TITLE SEARCH MAY REVEAL
ADDITIONAL INFORMATION AFFECTING THE PARCEL AS SHOWN.
7. WHERE APPLICABLE, MONUMENT DIAMETERS, ETC.. AND/OR LS OR LB NUMBERS ARE SHOWN
NEAR RESPECTIVE SYMBOL ABOVE, UNLESS SHOWN IN LEGEND.
8. BEARINGS ASSUMED FROM PLAT, DEED, LEGAL DESCRIPTION.
9. UNLESS SHOWN,, ONLY THOSE VISIBLE FEATURES IN THE IMMEDIATE VICINITY OF THE ABOVE DESCRIBED
PARCEL BOUNDARY HAVE BEEN LOCATED.
10. SUBJECT PROPERTY LIES WITHIN ZONE "X'; AREAS DETERMINED TO BE OUTSIDE 500 YEAR FLOOD
PLAN AS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP,
CITY OF SANFORD COMMUNITY #120294, PANEL #12117C 0065 F DATED 9/28/2007.
THIS FLOOD INSURANCE RATE MAP IS NOT A SURVEY AND NO RESPONSIBILITY IS TAKEN
FOR THE ACCURACY OF SAID MAP.
REVISED 11/30/2016 TO SHOW PROPOSED, ADDITION SITE PLAN
I HEREBY CERTIFY THIS SURVEY DRAWING TO BE
CORRECT, TO THE BEST OF MY KNOWLEDGE AND
Boundar SurveyBELIEF, AND COMPLIES IN FORM WITH THE MINIMUM
,I ,7 TECHNICAL STANDARDS AS SET FORTH BY THE
FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND
MAPPERS IN CHAPTER 61017-6, F.A.C. PURSUANT TO
Survey Date: Drawing Number Scale: 1 "-20' SECTION 472.027, FLORIDA STATUTES,
9/15/2009 09-0315 Drawn By. LE JR
For: KALEIGH OSTLER
SHELTER MORTGAGE COMPANY, LLC
AMY McGROTTY, P.A."`-`----_
OLD REPUBLIC NATIONAL TITLE INSURANCE
! � ,�
09-0315 Professional Surveyor & appor No. 5823
LARRY R. PFLRD JR. �
ROOF BEARING
1
1-d
FINISHED FLOOR
FRONT ELEVATION SCALE 1/411= 1'-0'1
ROOF PLAN/TRU-5v LAYOUT SCALE 1/4" - 1'-011
_ DENOTES GABLE BRACE LOCATION
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DECORATIVE
1ENTITIOUS FINISH
i.
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REAR ELEVATION SCALE 1/4" = 1'-0'1
ZTTTTTTTT��TTTTTTTT��T� � ��ZT��T��_��
LEFT/RIGHT ELEVATION SCALE 1/4" = 1'-011
Z ASPHALT SHINGLES
0 1/2 CDX OR OSB SHEATHING
SIMPSON META16 TYP.--
METAL DRIP GAP
ALUMINUM WRAPPED
2"x6" SUB FASCIA
VENTED ALUMINUM SOFFIT
8"X8"x I6" CMU COLUMN FILLED 4
REINFORCED W/(2) 05 STEEL BARS
DECORATIVE FINISHED GRADE
CEMENTITIOU5 FIN15H
ENGINEERED WOOD TRUSSES
1/2" M,R. GYPSUM CEILING
FILLED CMU BOND BEAM REINF.
WITH (1) "5 STEEL BAR CONT,
PRECAST OR POWERBOX STEEL LINTEL
FILLED 4 REINF, WITH (1) "5 STEEL BAR CONT,
'I D KEY NOTES
ALL ROOF SHEATHING TO BE FASTENED
WITH SD RINGSHANK NAILS SPACED w 6" O,C,
ASPHALT SHINGLES SHALL COMPLY WITH ASTMD 3161
CLASSIFICATION REQUIREMENT F. ALL INSTALLATION
_ INCLUDING UNDERLAYMENT 4 FLASHING SHALL BE
PER, MFG, SPECIFICATION - PER FOC -R: 905,2
SLAB (SEE FOUNDATION PLAN)
4 a 4 441 a 4
ri,,
_
affo�AIT-IN
SEE FOUNDATION PLAN FOR I rr Tr
FOOTING SIZE 4 REINFORCEMENT
TYPICAL GAZE50 SECTION SCALE 1/2 1'-0'1
CONNECTOR SCHEDULE (SIMPSON)
QTY.
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------\
/--—————— — — — — —- I
FASTENERS
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META16
14500
3400
Cl) 10d x 1 1/2"
06.
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VERT. *5 STEEL BAR WITH 10" HOOK
I L _ _ _ — — —
— — _ _ _ _t
\— — — — — — — — — — — — — I
ROOF PLAN/TRU-5v LAYOUT SCALE 1/4" - 1'-011
_ DENOTES GABLE BRACE LOCATION
r� •
DECORATIVE
1ENTITIOUS FINISH
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1
V5
REAR ELEVATION SCALE 1/4" = 1'-0'1
ZTTTTTTTT��TTTTTTTT��T� � ��ZT��T��_��
LEFT/RIGHT ELEVATION SCALE 1/4" = 1'-011
Z ASPHALT SHINGLES
0 1/2 CDX OR OSB SHEATHING
SIMPSON META16 TYP.--
METAL DRIP GAP
ALUMINUM WRAPPED
2"x6" SUB FASCIA
VENTED ALUMINUM SOFFIT
8"X8"x I6" CMU COLUMN FILLED 4
REINFORCED W/(2) 05 STEEL BARS
DECORATIVE FINISHED GRADE
CEMENTITIOU5 FIN15H
ENGINEERED WOOD TRUSSES
1/2" M,R. GYPSUM CEILING
FILLED CMU BOND BEAM REINF.
WITH (1) "5 STEEL BAR CONT,
PRECAST OR POWERBOX STEEL LINTEL
FILLED 4 REINF, WITH (1) "5 STEEL BAR CONT,
'I D KEY NOTES
ALL ROOF SHEATHING TO BE FASTENED
WITH SD RINGSHANK NAILS SPACED w 6" O,C,
ASPHALT SHINGLES SHALL COMPLY WITH ASTMD 3161
CLASSIFICATION REQUIREMENT F. ALL INSTALLATION
_ INCLUDING UNDERLAYMENT 4 FLASHING SHALL BE
PER, MFG, SPECIFICATION - PER FOC -R: 905,2
SLAB (SEE FOUNDATION PLAN)
4 a 4 441 a 4
ri,,
_
affo�AIT-IN
SEE FOUNDATION PLAN FOR I rr Tr
FOOTING SIZE 4 REINFORCEMENT
TYPICAL GAZE50 SECTION SCALE 1/2 1'-0'1
CONNECTOR SCHEDULE (SIMPSON)
QTY.
CONNECTOR
UPLIFT
LATERAL
FASTENERS
I
META16
14500
3400
Cl) 10d x 1 1/2"
11-4"
L
A-2
F00 -
■------------
FAN LIGH
------Fl
FAN/LIGNT I I
VAULT CLG GAZEE30 -5 VAULT CLC,
a l I VAULTS pI CEILING I I Q
I I 400 50. FT, I I
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FAN/DIGHT I I
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DENOTES FILLED CELL REINFORCED
1�1-411 WITH (1) CONT. VERT. 05 STEEL BAR
MINIMUM BAR LAP 15 25"
11-4"11-4"
201-0"
FLOOR/ELECTRICAL PLAN SCALE 1/4" = 1'-011
TRUSS ANCHORING NOTES
A. ALL ENGINEERED WOOD TRUSSES TO BE SPACED 61 24"
O,C, AND ANCHORED TO MASONRY WALLS AND BEAMS
m BEARING POINTS WITH (U BIMP80N META1(o EMBEDDED
IN POURED CONCRETE BOND BEAM. EXCEPTION AS FOLLOWS:
1. GABLE END TRU5SE5 TO BE ANCHORED BY 51MP5ON
METAI6 sL 48" O,C. (SEE GABLE END DETAIL)
B, ALL ENGINEERED METAL TRUSS ANCHORS TO BE
INSTALLED PER MANUFACTURERS SPECS.
ATTIC VENTING
FORMULA: CEILING AREA (SQ. IN.J / 300 - REQUIRED SQ, IN. VENTING
NET FREE AREA REQUIRED = 211 SQ, IN,
509 NEAR RIDGE (PROVIDE MIN 106 SQ, IN. NET FREE AREA VENTING)
50% NEAR SOFFIT (40 LIN FT. VENTED ALUMINUM SOFFIT m 6 SQ, IN,
PER LIN. FT. = 240 SQ, IN.) TOTAL: 346 SQ, IN, NET FREE AREA,
LINTEL SCHEDULE (LOTTS CONCRETE)
PRECAST LINTEL(&"x16" COMPOSITE)
PRECAST LINTEL COMBINED WITH CMU ABOVE AS NEEDED. GNU AND SUPPORTING LINTEL
TO BE FILLED WITH 300040 CONCRETE MIX 4 REINFORCED WITH 2 405 STEEL BAR$ CONT,
TOTAL ALLOWABLE SUPERIMPOSED LOAD -POUNDS PER LINEAL FOOT
LINTEL.. DESIGNATION
LINTEL SIZE
CLEAR SPAN
SAFE LOAD
L A-1
L A-2
21'-4" x 16" H.
19'-4" x 16" H.
19'4"
11'-4"
633-
1850
LINTEL SCHEDULE (POWERS STEEL 4 WIRE
POWERBOX LINTEL(5"x16" COMPOSITE)
POWERBOX LINTEL.. COMBINED WITH CMU ABOVE AS NEEDED. CMU AND SUPPORTING LINTEL
TO BE FILLED WITH 30000 CONCRETE MIX 4 REINFORCED WITH 2 05 STEEL BARS CONT.
TOTAL ALLOWABLE 6UPERIMP06ED LOAD -POUNDS PER LINEAL FOOT
LINTFL DFSIGNATION
LINTEL SIZE
CLEAR SPAN
SAFE LOAD
L A-1
L A-2
21'-4" x 16" H.
19'4" x 16" H.
19'4"
11 4"
5390
5880
ELECTRICAL SYMBOLS LEGEND
SWITCH
P WEATHER PROTE=CTED GFI RECEPTACLE
CEILING FAN/LIGHT
ELECTRICAL NOTES
1. ELECTRICAL DESIGN IS NOT A PART OF THESE
PLANS. ALL REQUIRED ELECTRICAL DESIGN AND
INSTALLATION TO BE PERFORMED BY A LICENCED
FLORIDA ELECTRICIAN.
ROOF ASSEMBLY DETAILS
SHEATHING TYPE 4 FASTENING-.
1/2" CDX OR 055 SHEATHING FASTENED
WITH SD RINGSHANK NAILS SPACED a 6"'O.C,
UNDERLAYMENT TYPE 4 FASTENING:
30 LB ASPHALT SATURATED FELT FASTENED WITH
I" CAPPED ROOFING NAILS SPACED tv 6"O.C.
(0 LAPS) 4 2 ROWS STAGGERED o 12" O.G. (IN FIELD)
SHINGLE TYPE 4 FASTENING:
COMPOSITION SHINGLES W/ (6) 1 1/4"ELECTRO
GALV. ROOFING NAILS m EA, SHINGLE W/ FULL
SHEATHING PENETRATION,
201-0"
V
°10
4144
°1-z CMU BOND BEAM FILLED WITH
3000 PSI CONCRETE AND REINF,
z ,�, WITH (1) *5 STEEL BAR CONT.
4 05 CORNER BAR
rfi 11
2511 BAR LAP MIN,
CORNER CONTINUITY OF BOND 5AM SCALE 1/2" = 1'-0"
DIMENSION "L" ENGINEERED WOOD TRUSSES
2"x4" "X" BRACE ATTACHED TO
FIBER -CEMENT LAP SIDING I �.._ VERTICAL TRUSS MEMBERS WITH
INSTALLED PER MFG. SPECS. (3)16d NAILS 6 EACH MEMBER
O(SEE ROOF PLAN FOR LOCATONS)
1/2" CDX OR 056 SHEATHING
z FASTENED WITH Sd NAILS
ua -
SPACED w 6" O,C
Q
GABLE END TRUSS - 21lx4" "T" BLOCKING BETWEEN
TRUSSES FOR LENGTH OF X BRACE
1/2" GYPSUM CEILING
SIMP50N META16 EMBEDDED °
IN BOND BEAM a 48" O,C,
ANCHOR TO BE WRAPPED OVER °
BOTTOM CHORD OF TRUSS
::
NOTES:,
!.DIMENSION "L" TO BE APPX. EQUAL TO DIMENSION "H"
2. BRACES TO BE CONSTRUCTED FROM *2 S.Y,P,
TYF, CABLE END/ RACING 1D TAIL SCALE 1/2" = 1'-0"
Q � 11_011 a r 11_011 O
L
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L3 1/2" THICK 2500 PSI CONCRETE SLAB REINFORCED
WITH 10/10 611x6" WELDED WIRE MESH ON 6 MIL. VAPOR
Q I BARRIER OVER CLEAN, WELL COMPACTED FILL DIRT I -
TREATED FOR SUBTERRANEAN TERMITES, FIBERMESH IN
CONCRETE MIX MAY BE USED IN LIEU OF WIRE MESH.— I N
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L — — — — — — — — -- — — _ _ -J
RECORD COPY
ASPHALT SHINGLES
30 LB FELT UNDERLAYMENT—
REVIEWED FOR CODE COMPLIANCE
ROOF SHEATHING
28 GUAGE ALUMINUM DRIP EDGE
PIANS EXAMINER
FASTENED WITH 1 1/4" GALVANIZED Z' - III. `A� \ (r"
ROOFING NAILS Q 4" O,C WITH ALL DATE
WEATHER PLASTIC ROOF CEMENT
COVERING THE DRIP EDGE SANFORD BUILDING DIVISION
FLANGE A MINIMUM OF 4" +
1 11 a 1 11 DENOTES VERT. 05 STEEL
1 -0 !' 1 u 1 -0 BAR WITH 10" HOOK
20 -O
FOUNDATION PLAN SCALE 1/4" = 1'-0"
SCALE 1/2" = 1'-0"
SANFORD
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II I _ (1) 05 STEEL BAR
s — — — —---— --
25" LAP. MIN,
CONTINUITY OF FOOTING REINF. SCALE 1/2" = 1'-0"
a�
W
7E
1060 East Industrial Drive Suite W
Orange City, FL 32763
ph 386-532-8000
The standard of care for all professional
services performed or furnished by
Consultant under this Agreement will be
the skill and care used by members of
Consultants profession practicing under
similar circumstances at the same time
and in the same locality. Consultant makes
no warranties, express or implied, under
this Agreement or otherwise in connection
with Consultant's services.
Client and Consultant each agree to indemnify
and hold the other harmless, and in their
respective officers, employees, agents and
representatives from and against liabiltiy for
all claims, losses, damages or expenses are
caused by the indemnifying party's negligent
acts, errors or omissions. In the event claims,
losses, damages or expenses are caused by
the joint or concurrent negligence of the Client
and Consultant, they shall be borne by each
party in proportion to its negligence.
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
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LICENSE TO PROCEED WITH THE WORK AND NOT AS
06.
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AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
VJ
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
14
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUI��RIIN��G3� A CORRECTION OF ERRORS IN PLANS,
TRUSS TOP CHORD f" IEf'1BER I OR VIOLATIONS OF THIS CODE
METAL DRIP
EDGE
DETAIL
SCALE: N/A
VERT. *5 STEEL BAR WITH 10" HOOK
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CONC, SLAB (SEE FOUNDATION PLAN)
FINISHED GRADE
z
T
11970
Ir
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E
11
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SEE FOUNDATION PLAN
FOR
FOOTING SIZE ,4 REINFORCEMENT
]oil
1 11 a 1 11 DENOTES VERT. 05 STEEL
1 -0 !' 1 u 1 -0 BAR WITH 10" HOOK
20 -O
FOUNDATION PLAN SCALE 1/4" = 1'-0"
SCALE 1/2" = 1'-0"
SANFORD
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V , # 7 w 27 8
,C II I
q I—
II I _ (1) 05 STEEL BAR
s — — — —---— --
25" LAP. MIN,
CONTINUITY OF FOOTING REINF. SCALE 1/2" = 1'-0"
a�
W
7E
1060 East Industrial Drive Suite W
Orange City, FL 32763
ph 386-532-8000
The standard of care for all professional
services performed or furnished by
Consultant under this Agreement will be
the skill and care used by members of
Consultants profession practicing under
similar circumstances at the same time
and in the same locality. Consultant makes
no warranties, express or implied, under
this Agreement or otherwise in connection
with Consultant's services.
Client and Consultant each agree to indemnify
and hold the other harmless, and in their
respective officers, employees, agents and
representatives from and against liabiltiy for
all claims, losses, damages or expenses are
caused by the indemnifying party's negligent
acts, errors or omissions. In the event claims,
losses, damages or expenses are caused by
the joint or concurrent negligence of the Client
and Consultant, they shall be borne by each
party in proportion to its negligence.
I
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0
date description
12-13-16 submittal set
drawn by:
TSB
revisons:
no. date description
0 00-00-00
,1
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This Structure has been designed to
comply with the Florida Building Code t
5th edtition (2014) and ASCE 7-10.
The Design Parameters are as follows:
Vult 140mph
Vasd 108mph
Risk Category II
Exposure C
ccpl +1-0.18
Floor Live Load (psQ
Uninhabitable attics without storage 10
Uninhabitable attics with limited storage 20
All other areas 40
Root Live Load (pBQ 20
Components & Cladding +26.61-35.5
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Not Valid Without a Raised
Seat and Signed in Blue Ink
Bryan A Molyet P.E.
Molyet Engineering LLC
1060 E. Industrial Dr., Ste. W l
Orange City, FL 32763
PE #041509
Certificate of Authority #00009855
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date description
12-13-16 submittal set
drawn by:
TSB
revisons:
no. date description
0 00-00-00
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This Structure has been designed to
comply with the Florida Building Code t
5th edtition (2014) and ASCE 7-10.
The Design Parameters are as follows:
Vult 140mph
Vasd 108mph
Risk Category II
Exposure C
ccpl +1-0.18
Floor Live Load (psQ
Uninhabitable attics without storage 10
Uninhabitable attics with limited storage 20
All other areas 40
Root Live Load (pBQ 20
Components & Cladding +26.61-35.5
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Not Valid Without a Raised
Seat and Signed in Blue Ink
Bryan A Molyet P.E.
Molyet Engineering LLC
1060 E. Industrial Dr., Ste. W l
Orange City, FL 32763
PE #041509
Certificate of Authority #00009855
d
sheet no:
of.• 1
a�