HomeMy WebLinkAbout2306 W Lisa Ct 18-1536 (A) ROOM ADDITIONn
CITY OF SANFORD
r 4 / BUILDING & FIRE PREVENTION
PERMIT APPLICATION
M
Application No:
h
Documented Construction Value: $i
Job Address: C�3c) � 14
L`',�,�, C �cln�wl c�:�,� 3a2i5' Historic District: Yes ❑ No
Parcel ID: 'J �)-,S LN -- 0a -ab Residential K Commercial ❑
Type of Work: New 11Addition to Alteration N Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work: cArc�
Plan Review Contact Person:`oc)tsyV_1 Title: Cdyf� et' � (20 n
Phone: SU CDLA`txaA Fax: tj ft Email:5s? C ',Q5D n' be t�t�, • (I f+
Property Owner Information
Name 9C>tNcL0, CA' Phone:
Street: Resident of property?: \ C06 t
City, State Zip: '�)C Acoca
C (L) Contractor Information
Name V Phone:
Street: `i` -,)\S Fax: 'nl�
City, State Zip• State License No.:�_��S �a46)
Architect/Engineer Information
Name:\e�e� C^,.4�e�t `� Phone-, M(o
Street: Fax: f1
City, St, Zip: Cie C ACL �a�(o3 E-mail: nWi
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
REC_ORDril) AND POSTED ON TIE JOI3 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.
IBC, 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 50' Edition (2014) Florida Building Code
Revised: June 30, 2015 Pemit Application I.-
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15' DRAINAGE ESM'T.
N=0'99TW —92F7 D. N/D
N89°50'29"W 94.61' FM #3382
FD. 1/21, IP[TRANSFORMER
NO ID ,PHONE 6 C/B WALL
RISER
FD. 1/2" IR
#3382
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CON C.
23 LIGHT
POLE
CURB
INLET
2
Fo� 1 I
6
9.72
SANFORD
SEMINOLE COUNTY, FLORIDA
�5' ( �*I.e �? A n/
RECORD COPY
Ok to install addition as shown on plan. Meets
area and dimension regulations for SR -1 zoning
district.
1" = 20'
GRAPHIC SCALE
0 10 20 40 1
C:4'
DESCRIPTION: (PER O.R. BOOK 06136, PAGE 0591)
21 LOT 22, TWENTY WEST, ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK 16, PAGE 36, OF THE PUBLIC
RECORDS OF SEMINOLE COUNTY, FLORIDA.
NG N
FD. 1/2 IR
wP w� NO ID
_ FD. 1/2" IR
NO ID
SIDEW ASK
(FM)(P)
R-50.00 R=50.00
L=40.69 L=41.02
A=46°3720"
STORM w L ISA
MANHOLE OO (ASPHALT)
�
MANHOLE
FD. 1/2" IRC
#3382
C T,
TO -
HARTWELL
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 MOST 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
OR PARTIES. THIS SURVEY DRAWING IS THE PROFESSIONAL OPINION OF THIS SURVEYOR AND
MAPPER AND THE FIRM', WHICH WAS PREPARED UTILIZING THE BEST AVAILABLE INFORMAVON 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 BOUNDARYHAVE 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,
SEMINOLE COUNTY COMMUNITY #120289, PANEL #12117C0070 E, DATED SEPTEMBER 28, 2007.
THIS FLOOD INSURANCE RATE MAP IS NOT A SURVEY AND NO RESPONSIBILITY IS TAKEN
FOR THE ACCURACY OF SAID MAP.
For.
EFIRD SURVEYING GROUP, INC.
475 S. BLUE LAKE AVENUE
DELAND, FLORIDA 32724
PHONE: (386) 740-4144 FAX (386) 740-4155
WEBSITE: www.efirdsurveying.com
e—mail: larry@efirdsurveying.com
Certificate Of Authorization Licensed Business Number 7230
I HEREBY CERTIFY [HIS SURV& DRAWING TO BE
�T C CORRECT, TO THt: BEST OF MY KNO&EDGE AND
Boundary Survey BELIEF, AND COMPLIES IN FORM `MIH 'fHZ
STANDARDS OF. PRA,1TICE AS SET FORTH BY 7HE
FLORIDA BOARD OF' PROFESSIONAL SURVEYORS AND
MAPPERS IN CHAPTER 5J-17, F.A.C. egnUANT TO
Data:
Drawing Number. Scule: 1"=20' SECTI—_N h72.027�FLQRIDA-STATUTES.
1/4/8 17-1314 Drawn By CD --
RONALD GREEN
2306 W. L15A CT., SANFORD Plrote59iona Survey
CL.
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FD. 1/2" IR
#3382
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CON C.
23 LIGHT
POLE
CURB
INLET
2
Fo� 1 I
6
9.72
SANFORD
SEMINOLE COUNTY, FLORIDA
�5' ( �*I.e �? A n/
RECORD COPY
Ok to install addition as shown on plan. Meets
area and dimension regulations for SR -1 zoning
district.
1" = 20'
GRAPHIC SCALE
0 10 20 40 1
C:4'
DESCRIPTION: (PER O.R. BOOK 06136, PAGE 0591)
21 LOT 22, TWENTY WEST, ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK 16, PAGE 36, OF THE PUBLIC
RECORDS OF SEMINOLE COUNTY, FLORIDA.
NG N
FD. 1/2 IR
wP w� NO ID
_ FD. 1/2" IR
NO ID
SIDEW ASK
(FM)(P)
R-50.00 R=50.00
L=40.69 L=41.02
A=46°3720"
STORM w L ISA
MANHOLE OO (ASPHALT)
�
MANHOLE
FD. 1/2" IRC
#3382
C T,
TO -
HARTWELL
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 MOST 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
OR PARTIES. THIS SURVEY DRAWING IS THE PROFESSIONAL OPINION OF THIS SURVEYOR AND
MAPPER AND THE FIRM', WHICH WAS PREPARED UTILIZING THE BEST AVAILABLE INFORMAVON 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 BOUNDARYHAVE 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,
SEMINOLE COUNTY COMMUNITY #120289, PANEL #12117C0070 E, DATED SEPTEMBER 28, 2007.
THIS FLOOD INSURANCE RATE MAP IS NOT A SURVEY AND NO RESPONSIBILITY IS TAKEN
FOR THE ACCURACY OF SAID MAP.
For.
EFIRD SURVEYING GROUP, INC.
475 S. BLUE LAKE AVENUE
DELAND, FLORIDA 32724
PHONE: (386) 740-4144 FAX (386) 740-4155
WEBSITE: www.efirdsurveying.com
e—mail: larry@efirdsurveying.com
Certificate Of Authorization Licensed Business Number 7230
I HEREBY CERTIFY [HIS SURV& DRAWING TO BE
�T C CORRECT, TO THt: BEST OF MY KNO&EDGE AND
Boundary Survey BELIEF, AND COMPLIES IN FORM `MIH 'fHZ
STANDARDS OF. PRA,1TICE AS SET FORTH BY 7HE
FLORIDA BOARD OF' PROFESSIONAL SURVEYORS AND
MAPPERS IN CHAPTER 5J-17, F.A.C. egnUANT TO
Data:
Drawing Number. Scule: 1"=20' SECTI—_N h72.027�FLQRIDA-STATUTES.
1/4/8 17-1314 Drawn By CD --
RONALD GREEN
2306 W. L15A CT., SANFORD Plrote59iona Survey
211-8" 18'-4"
_ 5
� I
I � I
O o I O
O ul O
1 II I II 1 II 1 II I II Q.. I II I III
1-4 (0-4 3 -S 4 -8 t -0 0 -S -4
- - --- - - - - -- - -_ - --- -I---- ----- __ _ -_ -_I
®, h .3 1/2" THICK 2500 PSI CONCRETE 5LAI5 REINF=ORCED WITH
10/10 6"X6" WELDED WIRE MESH ON 6 MIL. VAPOR
- - - - BARRIER OVER CLEAN, WELL COMPACTED FILL DIRT 1
TREATED FOR SUES-TERRANIEN TERMITES, FIBi R MESH IN
0 �t I CONCRETE= MIX MAY BE USED IN LIE=U OF WIRE MESH,
- . - • - NEW FINISHED FLOOR E=LEVATION O' -0r,-_6 -rA
■ I'v 1
! DENOTES VERTICAL "5 STEEL-',
CEJ I BAR IN FILLED CELL WITH I I-
'1 STANDARD 10" HOOK
n I _ -- ;-' -- I_ • - I_ � '- • , ,- , `. I- • ` I_ -• - I- • - I- - I- • - I_ • - 1- • - - • - I- . - ,- , - I- • , ,- • , ,.- .- --- ` -� ; -' _� ,I I
C "5 STEEL BARS DRILLED AND C
7 EPDXIED TO EXISTING SLAB EXISTING FINISHED FLOOR ELEVATION 0'-0'I,}I� 7
FOUNDATION PLAN
1 At -1- TYPE5 LEGEND
EXISTING: CMU WALL
��✓{ ® l NEW CMU WALL
EX15TING FRAME PARTITION
® NEW FRAME PARTITION
AREA TABUL.ATION5
EXISTING LIVING ARI=A 1288 SQ, FT,
NEW LIVING AREA 640 SQ. FT.
NEW COVERED PORCH 183 5Q, FT,
F
151-0"
NEW CMU 5TEMWALL
NEW CONC, FOOTING
- rr II II 1T fr
6�
(2) 05 STEEL RODS DRILLED AND
EPDXIED TO EXISTING FOOTING
Im
I
SCALE: 1/4" = 1'-011
o
KNOCKOUT COURSE FILLED 4 REINF. KNOCKOUT COURSE FILLED 4 REINF. 14' -Ole
WITH (U "5 STEEL BAR CONT, - WITH (U 05 STEEL BAR CONT.
1 42" H, WALL WITH GLAS
ENCLOSURE ABOVE
P P 03
PRECAST CONIC, LINTEL PRECAST GONG, LINTEL I ' /
FILLED 4 REINF, / FILLED 4 REINF, - 1 (1 O
WITH (U "5 STEEL BAR___/ WITH (1) "5 STEEL BAR N O I - ut Fl ' 1
LU UI M5 OATH
'
- N 31 II I—O" I I J'611
LINTEL TYPE "A" SECTION LINTEL TYPE "�" SECTION
1=XISTING COVERED PORCH 72 SQ. T.
PATIO
TOTAL AREA (NEW + EXISTING) 2183 SQ. FT,
CUT 4 REMOVE SLAB AS NEEDED
\ V
F_ \� -1 rr
I I A/C 1 1 11
I I COMP, I I II II
EXISTING CONC, SLAB
EXISTING CONC, FOOTING=
SCALE 1/2" = 1'-O"
' V I
I 1
I I
r I I
I I
6 I
z II I
� II
(L q I
<� ___ _
II I — _ (1) "5 STEEL. CSAR
} c'�v
25" LAP, MIN,
CONTII�UITy OF FOOTING REINF. SCALE 1/2" = 1'-0"
551-0" .._.�. •
181-411 151-0"
91-211 91-211
ALUMINUM SCREEN 6�
ENCLOSURE (BY OTHERS) SC (2) 2"x12" BEAM
� I �
I ,
4"x4" POSTS ,
1 I 1
1 '
I ' j
COVERED F'ORCH 0
, I
1 1 I
111-4" I
1 L —
L I 1 B-1 I n
S 4-0
r
SH 25-1
(EMER. EGRESS) (X1 ` - ( lj ' SH 23
EL
2) 3068
2(orv8 FRENCH
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L u",
' l
�-
_ 3211 II—�" 21-0" I II -1111 i .\� Q11 u
. W
I I 'n 0 = BAR TOP 1@ 1 I
J N m - - I ,ITCHEN J/ -
LINTEL SCHEDULE (LOTTS CONCRETES �" Q 36" A.F.F - C
;lI IT -
-' 2o�a B F MASTER BEDROOM `t- = p I (85) r, `< -� `E O
PRECAST LINTEL(8"x1411-1(o" COMP051TE)
PRECAST LINTEL COMBINED WITH CMU ABOVE AS NEEDED. CMU AND SUPPORTING LINTEL
TO BE FILLED WITH 30000 CONCRETE MIX t REINFORCED WITH "5 STFFL BARS AS NOTED,
TOTAL ALLOIIIAMF 6UPFRIMP05FD LOAD -POUNDS PER LINFAI_ FOOT
HOOKED 05 STEEL BAR AS NOTED
LINTEL SIZE
CLEAR SPAN
SAFE LOAD
L A-1
L A-2
L B-1
4'-6" x 16" H,
3'-6" x 16" H,
T-8" x 14" H,
3'-2"
2' 2"
6' 4"
9930
9930
9930
PE
A
/
/
�
I
..�
L6
=
/
STRUCTURAL OR LIFE SAFE=TY ELEMENTS OF BUILDING.
.
8"x8"x16" CMU FILLED 4 REINFORCED
M
3 1/2" CONIC, SLAB W/10/10 6"x6"
/
k3EDR0OM 2
AL
BEDROOM 04
W/(I) 05 STEEL BAR AS NOTED
I
WWM, OR FIBERMESN IN CONIC, MIX
/
LOCATED WITHIN PARTITIONS SLATED FOR DE:1•IOLITION
/
3 1/2" CONC, SLAB W/10/10 6"x6"
/ REQUIRING A CORRECTION OF ERRORS IN P
f
I
/
/ CONSTRUCTION OR VIOLATIONS OF THIS C
W,W,M, OR FIBERMESH IN CONC, MIX
/
V
4. MEANS OF EGRESS CONFORMING TO THE REt;UIREMENT5
FINISHED GRADE -
FAMILY ROOM
OF THE BUILDING CODE UNDER WHICH THE BUILDING WAS a
CONSTRUCTED SHALL BE CONSIDERED COMPLIANT MEANS ltl
OF EGRE85 IF, IN THE OPINION OF THE CODE OFFICIAL,
FINISHED GRADE
ti
THEY DO NOT CONSTITUTE A DISTINCT HAZARD TO LIFE C-1
- PER FBCR 805,2 j
/
6 MIL VAPOR BARRIER
`='
' ` '' " `' °
/
-
_ 6 MIL VAPOR BARRIER
DEMOLITION PLAN KEY NOTES
YIr
- •
TF
_
' '° &, ll ""IL
' !,% �
-ll - -
THICKEN SLAB EDGE 4 REINFORCE
�
CLEAN, WELL COMPACTED FILL DIRT
"0 °P ` �,
_
-I III -
WITH (2) 05 STEEL BARS CONT,
16
TREATED FOR SUBTERRANEAN TERMITES
r
I
20"x8" CONIC, FOOTING REINF.
2O'
CLEAN, WELL COMPACTED FILL DIRT
El
SCALE 1/2" = I'-0"
W/2 "5 STEEL BARS CONT,
TREATED FOR SUBTERRANEAN TERMITES
--
SCALE 1/2" = 1'-0"
NEW CMU 5TEMWALL
NEW CONC, FOOTING
- rr II II 1T fr
6�
(2) 05 STEEL RODS DRILLED AND
EPDXIED TO EXISTING FOOTING
Im
I
SCALE: 1/4" = 1'-011
o
KNOCKOUT COURSE FILLED 4 REINF. KNOCKOUT COURSE FILLED 4 REINF. 14' -Ole
WITH (U "5 STEEL BAR CONT, - WITH (U 05 STEEL BAR CONT.
1 42" H, WALL WITH GLAS
ENCLOSURE ABOVE
P P 03
PRECAST CONIC, LINTEL PRECAST GONG, LINTEL I ' /
FILLED 4 REINF, / FILLED 4 REINF, - 1 (1 O
WITH (U "5 STEEL BAR___/ WITH (1) "5 STEEL BAR N O I - ut Fl ' 1
LU UI M5 OATH
'
- N 31 II I—O" I I J'611
LINTEL TYPE "A" SECTION LINTEL TYPE "�" SECTION
1=XISTING COVERED PORCH 72 SQ. T.
PATIO
TOTAL AREA (NEW + EXISTING) 2183 SQ. FT,
CUT 4 REMOVE SLAB AS NEEDED
\ V
F_ \� -1 rr
I I A/C 1 1 11
I I COMP, I I II II
EXISTING CONC, SLAB
EXISTING CONC, FOOTING=
SCALE 1/2" = 1'-O"
' V I
I 1
I I
r I I
I I
6 I
z II I
� II
(L q I
<� ___ _
II I — _ (1) "5 STEEL. CSAR
} c'�v
25" LAP, MIN,
CONTII�UITy OF FOOTING REINF. SCALE 1/2" = 1'-0"
551-0" .._.�. •
181-411 151-0"
91-211 91-211
ALUMINUM SCREEN 6�
ENCLOSURE (BY OTHERS) SC (2) 2"x12" BEAM
� I �
I ,
4"x4" POSTS ,
1 I 1
1 '
I ' j
COVERED F'ORCH 0
, I
1 1 I
111-4" I
1 L —
L I 1 B-1 I n
S 4-0
r
SH 25-1
(EMER. EGRESS) (X1 ` - ( lj ' SH 23
EL
2) 3068
2(orv8 FRENCH
I
- ---I --,,, loo --------
L u",
' l
�-
_ 3211 II—�" 21-0" I II -1111 i .\� Q11 u
. W
I I 'n 0 = BAR TOP 1@ 1 I
J N m - - I ,ITCHEN J/ -
LINTEL SCHEDULE (LOTTS CONCRETES �" Q 36" A.F.F - C
;lI IT -
-' 2o�a B F MASTER BEDROOM `t- = p I (85) r, `< -� `E O
PRECAST LINTEL(8"x1411-1(o" COMP051TE)
PRECAST LINTEL COMBINED WITH CMU ABOVE AS NEEDED. CMU AND SUPPORTING LINTEL
TO BE FILLED WITH 30000 CONCRETE MIX t REINFORCED WITH "5 STFFL BARS AS NOTED,
TOTAL ALLOIIIAMF 6UPFRIMP05FD LOAD -POUNDS PER LINFAI_ FOOT
LINTEL DESIGNATION
LINTEL SIZE
CLEAR SPAN
SAFE LOAD
L A-1
L A-2
L B-1
4'-6" x 16" H,
3'-6" x 16" H,
T-8" x 14" H,
3'-2"
2' 2"
6' 4"
9930
9930
9930
I I � U1
-all
Q LINEN = ih - i� I I ® 0 (A 0
;{ 1 ! QUIZ
r — - Al — - — — — — — = 1 1
{ I 81-3�a'I 211 3'-4" '-11%211 21-4" % v
81 1n W, 1, 3/� Q 2068 '� 0 z
1 r---1 C11 I X1--01
rNW I �Q I cn I ° — ' i{ Q ()!
C I UFRAME-IN = _ PANTRY /E1'— U j WINDOW REF'G \
II 7 II � _ 14 � 1 OPENINGS til - W.H, r /\
SN 23 L - - - - J 00 _j
I I f -) I , / 6008 OPENING
------ , II n d I / GENERAL NOTES /o FRAME;IN �- /
DRY WINDOW OPENIN WASH DR /
I. THIS PROJECT IS TO BE CONSIDERED A LEVEL. 2 3
M. BATH /
II I I
0 -
PINING ROOM ��� N KITCHEN ��, 00 LIDRY I I
M, BEPROOM I r - - , BATH � r - _ �- - - , \\
r�r — 1 _
A•H.U, I I 11,0V niOg1 II I I - /
REF G,
L- - - - - - - - - - /
J I I / .H
III �� W,H, I /
II
II /
L'_ Al
LIVING ROOM I j
II /
II
BEDROOM #2 BEDROOM #3
II /
II
/ I
/ COVERED PORCH
1
:r / / / / / / /------------------------------------------ - - - - -- ---
EXISTING FLOOR/DrE OLITION PLAN SCALE: 1/4" = 11-011
REMOVE SINK
D2 REMOVE / REMOVE RANGsE
(_ REMOVE REFRIGERATOR
RE=MOVE= WATE=R HEATER
\5/ REMOVE CABINETS 4 COUNTERTOP
REMOVE WINDOW
REMOVE DOOR
C8/ DEMOLISH NON-BEARING FRAME PARTITION
(_ REPLACE 4 RELOCATE A/C COMP.
10 REPLACE AIR HANDLER
BEDROOM #3
RECORD COPY
FOR CODE COMPLIANCE
)LANE, EXAMINER
/.- . IQ - Q> _.�.
F3ATH
'%I 5 -21f-- —
�� all
DINING ROCJII L'DRY =_ FRAME -IN
EJATH t- — DOOR OPENING
NEW
I A•H,U, 0 24" DEEP /
o� 1 FOLDING
SHELF /
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ALTERATION -FLORIDA BUILDING CODE 6th EDITION
/
(2011) EXISTING BUILDING CHAPTER 5 SECTION 504
/
A PERMIT ISSUED SHALL BE CONSTRUED TC
PE
A
/
/
2, ALTERATIONS SHALL NOT DIMINISH ANY EXISTING
/
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STRUCTURAL OR LIFE SAFE=TY ELEMENTS OF BUILDING.
.
T
/
k3EDR0OM 2
AL
BEDROOM 04
3, ANY ELECTRICAL WIRING, RECEPTACLES OR FIXTURES
CODES, NOR SHALL ISSUANCE OF A PERMIT P
/ THE BUILDING OFFICIAL FROM THEREAFT
E1'
�il
/
LOCATED WITHIN PARTITIONS SLATED FOR DE:1•IOLITION
/
/ REQUIRING A CORRECTION OF ERRORS IN P
f
SHALL BE RELOCATED OR TERMINATED IN AN
/
/ CONSTRUCTION OR VIOLATIONS OF THIS C
APPROVE[) JUNCTION BOX,
/
V
4. MEANS OF EGRESS CONFORMING TO THE REt;UIREMENT5
/
FAMILY ROOM
OF THE BUILDING CODE UNDER WHICH THE BUILDING WAS a
CONSTRUCTED SHALL BE CONSIDERED COMPLIANT MEANS ltl
OF EGRE85 IF, IN THE OPINION OF THE CODE OFFICIAL,
ti
THEY DO NOT CONSTITUTE A DISTINCT HAZARD TO LIFE C-1
- PER FBCR 805,2 j
/
/
/
/
DEMOLITION PLAN KEY NOTES
EXISTING FLOOR/DrE OLITION PLAN SCALE: 1/4" = 11-011
REMOVE SINK
D2 REMOVE / REMOVE RANGsE
(_ REMOVE REFRIGERATOR
RE=MOVE= WATE=R HEATER
\5/ REMOVE CABINETS 4 COUNTERTOP
REMOVE WINDOW
REMOVE DOOR
C8/ DEMOLISH NON-BEARING FRAME PARTITION
(_ REPLACE 4 RELOCATE A/C COMP.
10 REPLACE AIR HANDLER
BEDROOM #3
RECORD COPY
FOR CODE COMPLIANCE
)LANE, EXAMINER
/.- . IQ - Q> _.�.
F3ATH
'%I 5 -21f-- —
�� all
DINING ROCJII L'DRY =_ FRAME -IN
EJATH t- — DOOR OPENING
NEW
I A•H,U, 0 24" DEEP /
o� 1 FOLDING
SHELF /
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/
/
COVEI'P T) PORCH
1
(3'11A/p
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PROPOSED FLOOR PLAN SCALE: 1/411=11.011
J
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 on or this Agreement will be
the skill and care used by members of
Consultants profession practicing under
similar dreumstances at the same tirne
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
arid 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.
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LIVING ROOM cv
i SANFORD BUILDING DIVIsic
A PERMIT ISSUED SHALL BE CONSTRUED TC
PE
A
/ LICENSE TO PROCEED WITH THE WORK AND f
t0-
AS
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/ AUTHORI rY TO VIOLATE, CANCEL, ALTER Of
.
T
ASIDE ANY OF THF-. PROVISIONS OF THE'rECE-
/
I`)1(
AL
BEDROOM 04
\
CODES, NOR SHALL ISSUANCE OF A PERMIT P
/ THE BUILDING OFFICIAL FROM THEREAFT
E1'
�il
/ENT
/ REQUIRING A CORRECTION OF ERRORS IN P
f
1S,
/ CONSTRUCTION OR VIOLATIONS OF THIS C
9E
E
COVEI'P T) PORCH
1
(3'11A/p
O,LGl� l/ / 2211/ �����,'----------------------------------------------------%#13 - 1 5 36a./1E=C��
PROPOSED FLOOR PLAN SCALE: 1/411=11.011
J
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 on or this Agreement will be
the skill and care used by members of
Consultants profession practicing under
similar dreumstances at the same tirne
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
arid 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.
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date description
Additions & Alterations have been designed
to comply with the Florida Building Code
6th edtition (2017) and ASCE 7-10.
The Design Parameters are as follows:
Vult140mph
Vasd 108mph
Risk Category II
Exposure C
Ocp1 +/-0.16
Floor Llva Load (pro
Unlnhabilable attics without atora0o 10
UninhaWable attics with limited storage 20
Al other areas 40
Raaf Live Load (psi)20
Cvmpononla S Cladding r28.8Pe5.5
I 71 1
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i
CValid Without a Raised
laud Signed In Blue Ink
Bryan A Molyet P.E.
Molyet Engineering LLC
1060 E. Industrial Dr., Ste. W
Orange City, FL 32763
PE #041509
Certificate of Authority #32041
sheet no:
ok 3
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date description
Additions & Alterations have been designed
to comply with the Florida Building Code
6th edtition (2017) and ASCE 7-10.
The Design Parameters are as follows:
Vult140mph
Vasd 108mph
Risk Category II
Exposure C
Ocp1 +/-0.16
Floor Llva Load (pro
Unlnhabilable attics without atora0o 10
UninhaWable attics with limited storage 20
Al other areas 40
Raaf Live Load (psi)20
Cvmpononla S Cladding r28.8Pe5.5
I 71 1
l I
l
i
CValid Without a Raised
laud Signed In Blue Ink
Bryan A Molyet P.E.
Molyet Engineering LLC
1060 E. Industrial Dr., Ste. W
Orange City, FL 32763
PE #041509
Certificate of Authority #32041
sheet no:
ok 3
PROPOSED ROOF PLAN SC -41—E: 3/1611 � I'—On
PROPOSED EAST ELEVATION
PLYWOOD Sl >ING
12
1,25
f. S' -O" ROOF BEARING —�--Yf
_ f T -I" +/- ROOF BRG,—
,. T
MATCH EXISTING SCREEN ENCLOSURE�r /
(BY OTHERS)
PAINTED CMU
0'-0" FINISHED FLOOR ELEV.
I'-&" +/- PORCH FLOOR _I" r
PROPOSED WEST ELEVATION
EXISTING— /
W
SCALE: 1/4" = 1'-0"
SCALE: 311611 = 1'-0"
ATTIC VENTING
FORMULA: NEW CEILING: AREA (SQ, IN.) /300 s REQUIRED 5Q. IN. VENTING
NET FREE AREA REQUIRED = 395 SQ, IN,
50% NEAR RIDGE (PROVIDE MIN. 190 SQ, IN, NET FREE AREA OF VENTILATION)
50% NEAR SOFFIT (40 LIN FT. VENTED ALUMINUM SOFFIT m & 50, IN.
PER LIN. FT, = 240 SQ, IN,) TOTAL: >43a SQ, IN. NET FREE AREA,
MATCH EXISTING
PROPOSED NORTH ELEVATION
SCALE: 311611 = 1'-0"
MATCH EXISTING
A/C DISC,
NEW
A/C
COMF
ELECTRICAL SYME�OLS LEGEND
SWITCH
-� DUPLEX RECEPTACLE
V
GROUND FAULT PROTECED DUPLEX RECEPTACLE
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-0 ARC FAULT PROTECED DUPLEX RECEPTACLE
WEATHER PROTECED DUPLEX RECEPTACLE
LIGHT FIXTURE
(<� RECESSED LIGHT FIXTURE
® PENDANT LIGHT FIXTURE
PULL CHAIN LIGHT FIXTURE
FLOODLIGHT
E EXHAUST FAN
CEILING FAN
SMOKE /CARBON MONOXIDE ALARM
S,A./C,O,
L® DISCONNECT SWITCH
ELECTRICAL NOTES
I. ELECTRICAL FIXTURES 4 RECEPTACLES SHOWN MAY BE
NEW, EXISTING, OR RE-PURP05ED,
2, NEW ELECTRICAL FIXTURES 4 RECEPTACLES MAY BE
SUPPLIED BY NEW CIRCUITS IN THE EXISTING DIST,
PANEL, OR ADDED TO EXISTING BRANCH CIRCUTS
3, INTERCONNECTED SMOKE DETECTORS ARE TO I3E
INSTALLED WITHIN EACH SLEEPING AREA 4 IN THE
IMMEDIATE VICINITY OUTSIDE - PER F5CR 314.3,1 Z.
4. ELECTRICAL DESIGN 15 NOT A PART OF THESE
PLANS. ALL REQUIRED ELECTRICAL DESIGN AND
NSTALLATION TO BE PERFORMED BY A LICENCED
FLORIDA ELECTRICIAN.
ELECTRICAL PLAN SCALE: 1/4" = 1'-0"
W
W
4a
1060 East Industrial Drive' Suite W
Orange City, FL 32763
ph: 386-532-8000
The standard of care for all professional
services performed or furnlshed 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 Ilablltiy 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
lire joint or concurrent negligence of the Client
and Consultant, they shall be borne by each
party In proportion to its negligence.
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Additions & Alterations have been designed
to curnply with the Florida Building Code
6th edtition (2017) and ASCE 7-10.
The esign Parameters are as follows:
Vult 14utoph
Vuud IUUuiph
Riuk Culogory II
Expouuro C
Ocpl H -U.18
Floor Llyo Load (pN)
Wrinhabltable 11" without utvrugu 10
Wdnhablt"hlu allies with li"rilod 20
NI otl,.rvwuu 40
Ruuf LI,u Loud (psf) 2U
Cunrpunonls S cluddl"g +26.U/-35.5
f �
1 �
I I
lvpt Valid -Without a Raised
Sgal and Signed In Blue Ink -
Bryan A Molyet P.E.
Molyet Engineering LLC
1060 E. Industrial Dr., Ste. W
Orange City, FL 32763
PE #041509
Certificate of Authority #32041
Sheet no:
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Additions & Alterations have been designed
to curnply with the Florida Building Code
6th edtition (2017) and ASCE 7-10.
The esign Parameters are as follows:
Vult 14utoph
Vuud IUUuiph
Riuk Culogory II
Expouuro C
Ocpl H -U.18
Floor Llyo Load (pN)
Wrinhabltable 11" without utvrugu 10
Wdnhablt"hlu allies with li"rilod 20
NI otl,.rvwuu 40
Ruuf LI,u Loud (psf) 2U
Cunrpunonls S cluddl"g +26.U/-35.5
f �
1 �
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lvpt Valid -Without a Raised
Sgal and Signed In Blue Ink -
Bryan A Molyet P.E.
Molyet Engineering LLC
1060 E. Industrial Dr., Ste. W
Orange City, FL 32763
PE #041509
Certificate of Authority #32041
Sheet no:
L_f
of..
3
*2 SYP 211x61' RAFTERS - 24"
O,C, FASTENED TO 2"x1211 RAFTER5
QTY.
CONNECTOR
UPLIFT
WITH WITH MIN, (8) 16d NAILS,
LATERAL
FASTENERS
I
MT5M16
R-30 INSULATION OR
N/A
235*
(1) IOd 10 TRU55
I L,L,r
*2 SYP 2"x1211 RAFTER5 A 24" O,C,
PER ENERGY CALC,
WITH (1) *li STEEL BAR CONT,
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C
W
lip
(4)1/4"x2-1/4" TITEN m WALL
MODIFIED ASPHALT GRANULE) 1/2" CDX OR OSB SHEATHING
H3
455*
N/A
105*
*2 SYP 2"xro" RAFTERS m 24" SURFACED ROLL ROOFING—\
I
MT612
860*
N/A
l5*
FASTENED TO 2x12 RAFTERS
1
5P2
605*
N/A,
N/A
WITH WITH MIN, (8) 16d NAILS, �i
SIMP50N H3 (TYP.)—_
(6) IOd v STUD
2511 BAR
-METAL DRIP CAP
(6) 16d 1v BEAM
0
.-
980*
ALUMINUM CLAD
2"x611 FASCIA
�_
2 5IMP50N H3 (TYP,)
P.T.-211x8 PLATE FASTENED WITH I ROW 1/21' GYPSUM CEILING 2"x4 FRAME KNEEWALL
�
'
11211x6" BENT ANCHOR BOLTS m 48' O,C,
(SEE DETAIL D-3)
l
ABW44Z
1005*
1/2" M.R. GYPSUM CEILING_
FILLED cMU BOND BEAM REINFORCED *2 SYP 211x6" CEILING
f -�
VENTED ALUMINUM SOFFIT
WITH (1) *5 STEEL BAR CONT, JOISTS 10 24" O,C,
(3-3/8" EMBEDMENT MIN)
/
(2) *2 SYP 2"x12" BEAM
PRECAST LINTEL FILLED 4 REINFORCED
SIMPSON BC4 POST CAP-
WITH 1/211 PLYWOOD FLITCH
AS REQUIRED (SEE LINTEL SCHEDULE)
FRAME -IN EXISTING WINDOW
3� WINDOW
OPENINGS AS NEEDED
NEW LIVING
AREA
PRECAST CONC. SILL
FINISHED SILL
P.T, 4"x411 POST
1/2" GYPSUM
NEW COVERED PORCH -
I
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1/2" GYPSUM
I
-
�
_
�R-4,3 FOIL INSULATION OR PER ENERGY CALC,
P.T. I" x2" FURRING m 16" O,C,
811x8"x1611 CMU FILLED 4 REINFORCED
P.T, 11'x21' FURRING 16" O,G,
MAINTAIN 3" MIN, TO ALL SLAB EDGES
WI(l) *5 STEEL BAR WHERE INDICATED I
NEW CONC, SLAB (BEE FOUNDATION PLAN)
j
SIMPSON ABU44 P05T BASE—
- I
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FINISHED GRADE
NEW CONC, SLAB (SEE FOUNDATION PLAN) l D
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-n_ __ - 11 =
- _E it'1=1L_
l[. FOOTING SIZE 4 REINFORCEMENT- e ° ° _ =LI
LI-
-
II. r
_ _ _ _ _ -
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2"x12" RAFTER 1/2" CDX OR OSB SHEATHING
FASTENED WITH Sd NAILS 6" O,C,—
T, 2x8 PLATE FASTENED_
WITH I ROW 1/2"x611 BENT
ANCHOR BOLTS m 48" O,C, -- 4 ° ° ° ° ° ° ° 211x6" RAFTER
-----------
_Ll— — — -
114
° 211x411 FRAMING Q 24" O,C,
NOTCHED FOR RAFTER
CMU WALL
NFRAMING =C GA LE ED TAIL SCALE 1/2" 1'-011
CMU BOND BEAM FILLED WITH 3000 P51 PRECAST LINTEL FILLED 4
CONCRETE MIX AND REINFORCED WITH (l) REINFORCED AS REQUIRED *5 STEEL BAR WITH
*5 STEEL BAR CONT, MIN. BAR LAP 15 2511- (SEE LINTEL SCHEDULE) 10" STANDARD HOOK
r
____F _ - _ - _ �- _F-7
III _ L 111
SI1xon1 1' CMU WALL. i I i DOOR/WINDOW OPENING
I
PRECAST SILLI I
r=1=1- F=1
CELL FILLED WITH 3000 PSI CONCRETE l�l I Iii --------------- ----------- --"-
MIX AND REINFORCED WITH (1) *5 5TEEL r'I=( _ _ =7,
BAR 81-0I' O,G, MAX, REINFORCING �I II I i u u i I� III I
STEEL TO BE MIN, GRADE 40 (5EE-1 _11=1-iiri u = i SII=F Q
FLOOR PLAN FOR BAR LO IIATIONS)-t jll III I I Il I
I II = II II r
III I I II II I I � 111 I
I II II
II I l� I II
I I I
- � n� {A'� '� 'Co "Co "P "n� "t`'c "n,� an.� an,� "n,� 'an,�"t1,� "n.e °_1,0 a_n-•� an•0 an•n "n'o 'C.•c 'n',
Fes° � — Lr -,c -� �� F-'° � ° � — D—o � — D—o -i — —, -Y —• D_ _ — D—• Zi• '-y °_,�. �.D
- - ° <i n ° n :, ° ° n n° .+ • ° 'v° ° ° a e a o e a u e , 'o e , e ° <t e e a e, a u,, ° a `o . n o e a o• ° n o° ° v e a .
*5 STEEL BAR WITH
*5 STEEL REINFORCEMENT 10" STANDARD HOOK CONCRETE FOOTING
TYP. MASONRY REINFORCEMENT DETAIL SCALE l/211. 11.011
SIMPSON H3 (TYP,)
SIMPSON MT512 ITYP,)
EXISTING ROOF TRUSSES
EXISTING CMU BOND BEAM
EXISTING PRECAST LINTEL
EXISTING LIVING AREA
EXISTING CMU WALL
-EXISTING CONC, SLAB
TING FOO
SCALE 1/2" = 11-0d
SECTION KEY NOTES
0 1/2" CDX OR OSB SHEATHING TO BE FASTENED WITH Sd
RINGSHANK NAILS SPACED 19 6" O,C,
20 MINERAL -SURFACED. ROLL ROOFING SHALL CONFORM TO
ASTM D 3909 OR A5-ri1 D 6380, CLASS M OR CLASS WS;
APPLICATION SHALL, bE PER THE MANUFACTURERS INSTALLATION
INSTRUCTIONS 4 THE PROVISIONS OF FBG -R SECTION 905,5
3� REFER TO MANUFACTI,RERS SPECIFICATIONS FOR
DOOR 4 WINDOW INSVAI-LATION DETAILS INCLUDING:
BUCK DETAILS, C, (AR SIZE, SPACING, EMBEDMENT,
AND SHIMMING LIMITA'T'IONS,
*2 SYP 2"xro" ANCHORING PLATE
FASTENED TO EACH INTERSECTING
TRUSS BELOW WITH (2) 1/4" LAG SCREWS
(2" EMBEDMENT MIN,)
CONNECTOR SCHEDULE (SIMPSON)
QTY.
CONNECTOR
UPLIFT
LOAD
LATERAL
FASTENERS
I
MT5M16
860*
N/A
235*
(1) IOd 10 TRU55
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WITH (1) *li STEEL BAR CONT,
,�
C
W
lip
(4)1/4"x2-1/4" TITEN m WALL
I
H3
455*
N/A
105*
(8) 8dt
I
MT612
860*
N/A
l5*
(14) IOd x 1-1/2"-
1
5P2
605*
N/A,
N/A
(6) IOd'Q PLATE
(6) IOd v STUD
2511 BAR
(6) 16d 1v BEAM
I
BC4
980*
N/A
1000*
(6) 16d 10 P05T
(8) IOd m POST
l
ABW44Z
1005*
ila0*
N/A
(1) 1/2 WEDGE BOLT Q SLAB
(3-3/8" EMBEDMENT MIN)
k USE HALF OF THE FASTENERS IN EACH MEMBER BEING CONNECTED TO ACHIEVE THE LISTED LOADS
OF IBOND 5EA I
MODIFIED ASPHALT GRANULE 0
SURFACED ROLL ROOFING
I/2 CDX OR OSB SHEATHING
*2 SYP 211x1211 RAFTERS m 24" O,C,
METAL DRIP CAP R-30 INSULATION OR
PER ENERGY CALC,
ALUMINUM CLAD
211x6"FASCIA --——— — — — — —— —
EM,
VENTED ALUMINUM SOFFIT- \-1/2" GYPSUM CEILING *2 SYP 2"x611 CEILING JOISTS 10 24" O,C,
°o P.T, 211x8 PLATE FASTENED WITH I ROW
2 SIMPSON H3 (TYP,) 1/2"x6" BENT ANCHOR BOLTS m 48" O.C.
FILLED CMU BOND BEAM REINFORCED
WITH (1) *5 STEEL BAR CONT,
PRECAST LINTEL FILLED d REINFORCED
A5 REQUIRED (SEE LINTEL SCHEDULE)
O DOOR/WINDOW
PRECAST CONC, SILL -FINISHED SILL
1/2" GYPSUM
S11x8"x16" CMU FILLED 4 REINFORCED �R-4,3 FOIL INSULATION OR PER ENERGY CALC,
W/(1) *5 STEEL BAR WHERE INDICATED-- P,T. 111x211 FURRING v Iron O,C,
-1= NEW CONC, SLAB (SEE FOUNDATION PLAN)
I
FINISHED GRADE— a n a a a• a a a°
�. J : `al na n'a n'a n'a n•a .h'° n'a n'a na n'° !
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SEE FOUNDATION PLAN FOR
FOOTING 51ZE 4 REINFORCEMENT
61MPF20N 5P2 19 24" 0,C,—,
(2) 211x4" TOP PLATE
EXISTING TRUS5E5-
211x411 STUDS 9 24" O.C,
SIMPSON MTSMI(o m 24" O,C,
B � TYPICAL WALL SECTION
3)
SCALE 1/2" = 1'-0"
M2 SYP 211x12" RAFTE?S m 24" 0,C,—\*2 SYP 2"x611 RAFTERS m 24" O,C,
-SIMPSON MT512 TYP.
,,r
on
n l.°
' 1
CMU BONE) BEAM FILLED WITH
III t�l
41;
3000 PSI CONCRETE AND REINF,
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WITH (1) *li STEEL BAR CONT,
,�
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W
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'v
J
LL
w
�
lll T
N
11:
A
TF-__
*5 CORNER BAR
2511 BAR
LAP MIN,
CORNER
CONTINUITY SCALE 1/2"
OF IBOND 5EA I
MODIFIED ASPHALT GRANULE 0
SURFACED ROLL ROOFING
I/2 CDX OR OSB SHEATHING
*2 SYP 211x1211 RAFTERS m 24" O,C,
METAL DRIP CAP R-30 INSULATION OR
PER ENERGY CALC,
ALUMINUM CLAD
211x6"FASCIA --——— — — — — —— —
EM,
VENTED ALUMINUM SOFFIT- \-1/2" GYPSUM CEILING *2 SYP 2"x611 CEILING JOISTS 10 24" O,C,
°o P.T, 211x8 PLATE FASTENED WITH I ROW
2 SIMPSON H3 (TYP,) 1/2"x6" BENT ANCHOR BOLTS m 48" O.C.
FILLED CMU BOND BEAM REINFORCED
WITH (1) *5 STEEL BAR CONT,
PRECAST LINTEL FILLED d REINFORCED
A5 REQUIRED (SEE LINTEL SCHEDULE)
O DOOR/WINDOW
PRECAST CONC, SILL -FINISHED SILL
1/2" GYPSUM
S11x8"x16" CMU FILLED 4 REINFORCED �R-4,3 FOIL INSULATION OR PER ENERGY CALC,
W/(1) *5 STEEL BAR WHERE INDICATED-- P,T. 111x211 FURRING v Iron O,C,
-1= NEW CONC, SLAB (SEE FOUNDATION PLAN)
I
FINISHED GRADE— a n a a a• a a a°
�. J : `al na n'a n'a n'a n•a .h'° n'a n'a na n'° !
-
T
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SEE FOUNDATION PLAN FOR
FOOTING 51ZE 4 REINFORCEMENT
61MPF20N 5P2 19 24" 0,C,—,
(2) 211x4" TOP PLATE
EXISTING TRUS5E5-
211x411 STUDS 9 24" O.C,
SIMPSON MTSMI(o m 24" O,C,
B � TYPICAL WALL SECTION
3)
SCALE 1/2" = 1'-0"
M2 SYP 211x12" RAFTE?S m 24" 0,C,—\*2 SYP 2"x611 RAFTERS m 24" O,C,
-SIMPSON MT512 TYP.
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P.T, 2"x4" BLOCKING BETWEEN TRU55E5
TYPICAL KNEE WALL DETAIL
_--EXISTING CMU WALL
SCALE 1/2" = 11-0"
FILLED CMU BOND BEAM
REINF, WITH (1) *5 STEEL BAR
I EXISTING CMU WALL
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FILLED CELL REINFORCED
WITH (1) *5 STEEL BAR
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NEW CMU WALL l III / *5 STEEL DOWELS DRILLED AND EPDXIED INTO
EXISTING CMU WALL m INTERSECTION OF NEW
III / AND CMU MASONRY WALLS (EMBED roll MIN,)
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SEE DETAIL C-1 FOR NEW TO
EX15ITNG FOUNDATION CONNECTION
E TYPICAL NEW TO EX1 ISTING CONNECTION SCALE 1/2"
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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 caro used by members of
Consultants profession practicing under
similar circumstances at the same time
arid In the saran locality. Consultant rrl
no warranties, express or Implied, under
this Ayreernent or othurwisu in connection
with Consultant's services.
Client arid Consultant each agree to indemnify
and hold the other harmless, and in their
respective officers, empluyees, agents and
representatives from and against Iloblltly for
all claims, losses, damages or expenses are
caused by the Indumnifying patty'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.
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date description
02-26-18 submittal set
drawn by.
TSB
revisons:
no. date description
0 00-00-00 xx
Additions & Alterations have been designed
to comply with the Florida Building Code
6th edtition (2017) and ASCE 7-10.
The Design Parameters are as follows:
VUII 140mph
VOad 106mph
Risk Category II
Exposure C
GCp t
Floor Live Load (p3o
Uninhabitable attics wllhout storage 10
Uninhabitable attics with limited storage 20
All other areas 40
Roof Live Load (pso 20
Con,ponenls & Cladding +26.61-36.6 .
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Nggt Valid Without a Raised
Syal and Signed in Blue Ink
Bryan A Mollyet P.E.
Molyet Engineering LLC
1060 E. Industrial Dr., Ste. W
Orange City, FL 32763
PE #041509
Certificate of Authority #32041
Sheet no:
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date description
02-26-18 submittal set
drawn by.
TSB
revisons:
no. date description
0 00-00-00 xx
Additions & Alterations have been designed
to comply with the Florida Building Code
6th edtition (2017) and ASCE 7-10.
The Design Parameters are as follows:
VUII 140mph
VOad 106mph
Risk Category II
Exposure C
GCp t
Floor Live Load (p3o
Uninhabitable attics wllhout storage 10
Uninhabitable attics with limited storage 20
All other areas 40
Roof Live Load (pso 20
Con,ponenls & Cladding +26.61-36.6 .
i T •
I � I
T ] j
Nggt Valid Without a Raised
Syal and Signed in Blue Ink
Bryan A Mollyet P.E.
Molyet Engineering LLC
1060 E. Industrial Dr., Ste. W
Orange City, FL 32763
PE #041509
Certificate of Authority #32041
Sheet no:
oL• 3
W
_>
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 professlon practicing under
slmllar circumstances at the same time
arid in the same locality. Consultant makes
no warranties, express or Implied, under
this Agrournunt or otherwiso in connection
with Consultant's services.
Olent and Consultant each agree to indomnify
and hold the other harmless, and In their
rospeclive officers, employees, agents and
representatives from arid against Ilablltly for
all claims, Iosaes, damages or expenses are
caused by the Indmnnifying party's noyligent,
acts, errors or omissions. In the event claims,
losses, damayus or expensus are caused by
the Joint or concurrent negligence of the Client
arid Consultant, they shall be borne by each
party In proportion to Its negligence.
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Additions & Alterations have been designed
to comply with the Florida Building Code
6th odtition (2017) and ASCE 7-10.
The Design Parameters are as follows.
Vult 110roph
Vasd 108rr,ph
Riak category II
Expoourn C
GCp 1 1- U.10
Floor Liv. Load (psp
Uninhabilehle attics without storage 10
Uninhabitable attics with limited aloraga 20
NI other areas 40
Roof Ll- Load (psf) 20
cornponnnla b cladding +20.01.36.6
Not Valid Without a Raised
Seal and Signed in Blue Ink
Bryan A Molyet P.E.
Molyet Engineering LLC
1060 E. Industrial Dr., Ste. W
Orange City, FL 32763
PE #041509
Certificate of Authority #32041
sheet no:
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date
description
05-09-18
submittal set
drawn by:
TSB
revisons:
no. ` . date
description
u 00-00-00
xx
N
Additions & Alterations have been designed
to comply with the Florida Building Code
6th odtition (2017) and ASCE 7-10.
The Design Parameters are as follows.
Vult 110roph
Vasd 108rr,ph
Riak category II
Expoourn C
GCp 1 1- U.10
Floor Liv. Load (psp
Uninhabilehle attics without storage 10
Uninhabitable attics with limited aloraga 20
NI other areas 40
Roof Ll- Load (psf) 20
cornponnnla b cladding +20.01.36.6
Not Valid Without a Raised
Seal and Signed in Blue Ink
Bryan A Molyet P.E.
Molyet Engineering LLC
1060 E. Industrial Dr., Ste. W
Orange City, FL 32763
PE #041509
Certificate of Authority #32041
sheet no:
U