HomeMy WebLinkAbout200 W 15 St 18-3542 DAMAGE REPAIRSCITY OF AUG 2 201
PERMIT APPLICATION
W.i Ski4FORD
Wv
BUILDING DIVISION
Application No:/
� 35q
Documented Construction Value: $ 44,
Job Address: ('oti Z ? 7 Historic District: Yes ❑ No ❑
ParcelID: �G`��' 3p --5 02-:--��i�o �O��U ,
Residential ❑ Commercial ❑
Type of Work: Neiv ❑ Addition ❑ Alteration l Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work: i� e�,"� c S 1%�. e c� ..c E C- �� 1% "t
S S P e tr%;VS
Plan Review Contact Person: T sK 0 �fAd( ; Title:
Phone: L-7 - 63 Fax: Email: ; <.rt. 0-Uxyill(e yr�,,�r�i�eoi; .(:er9Pnas t.0 o-\
r ,
Property Owner Information
Name C t S �()A S, Phone:
Street: �- C� J_� 5 Resident of property?
City, State Zip lq:, k. J M1 1-t- ` Z 7 7
Contractor Information
u°�„- , �� �.5 `+�/`r t �� Phone:
Name
Street: '(500 f Fax:
City, State Zip: Q�k State License No.:
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO"OVNER: YOUR FAILURE TO RECORDA NOTICE OF CONINIENCEbIENT MAY RESULT IN YOUR PAYING
TIVICE FOR IiNIPROVEMENTS TO YOUR PROPERTY. A_NOTICE OF CO.NIIIENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 'IF YOU INTEND TO OBTAIN TINANCING, 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 iri 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.
�, '58
PATRICK S. STORY
200 W., 15TH ST., SANFORD, FLORIDA 32771
PROPERTY I.D. # 36-19-30-502-0000-0080
LOCATION MAP
W 12th S1 E 12th St E 12th 5,
W 1zm st O w 1211, st Q Park Avenue T di(tDUI
The 8 or n in Sanford Q Captain ./ahn's A O K. Tire
Seafood i,
Q
HYRoric Ro1d.b lolls W 13th St Foil W 131h St W 13th St E 131h Sl E lith St E 13th St
State MatRel y
7
Sanv+a Pro<luce
W 14pnsr
PROJECT LOCATION uvaui uiAgo
W 14Th st W 11F •,i
Cir
h. 15113 st
Mi2(ropcs W 1MIh S1 W 154h $t
Aull rized Dealer A�
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'� Cl,facAt4r8 � y -
Wlnnpirlev w elamsl 161h S.
Senf ord Ch,vch of Christ
lglesiaDe Dir
Wells Fargo AIM Penlaeostzu
W 16th 51 W 161h M
Crystal Nall Plum t4reat Wall Q $
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O
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w' ! 71h sl W 17th 5t
rd Middle School P r
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L peach s,
DESIGN DATA
WIND LOADS
1. BASIC WIND SPEED - 145 MPH. (@ 3 SEC. GUST.)
2. RISK CATEGORY II
3. WIND EXPOSURE - CATEGORY B
4. INTERNAL PRESSURE COEFFICIENT ±0.18
5. COMPONENT/CLADDING DESIGN WIND PRESSURE +31.3/-42.0
(FOR DOORS, WINDOWS, & TRANSOMS) U.N.O. (INTERNAL
PRESSURE COEFFICIENT +0.18 INCLUDED)
APPLICABLE CODES: INCLUDING ALL REVISIONS
-FLORIDA BUILDING CODE 2017
--FLORIDA BUILDING CODE 2017, 6th EDITION RESIDENTIAL
-ELECTRICAL CODE, NEC 2014
-FLORIDA BUILDING CODE, MECHANICAL 2017.
-FLORIDA BUILDING CODE, PLUMBING 2017
-FIRE CODE, NFPA 1
-LIFE SAFETY CODE = NFPA 101
-ACCESSIBILITY CODE = FLORIDA BUILDING CODE, BUILDING 2017
-ENERGY CODE = FLORIDA BUILDING CODE, BUILDING 2017
METHOD OF DESIGN:
THIS STRUCTURE HAS BEEN DESIGNED TO MEET ALL LOAD
REQUIREMENTS OF THE 2017 FBC-RESIDENTIAL, PER
SECTION R301 USING ASCE-7 10.
BUILDING OCCUPANCY CLASSIFICATION:
❑ GROUP A - ASSEMBLY
SCOPE OF WORK
GROUP H - HAZARDOUS
❑ GROUP B - BUSINESS
REPLACE EXISTING ASPHALT SHINGLE AND FELT
GROUP I - INSTITUTIONAL
❑ GROUP D - DAY CARE CENTER
THROUGHOUT THE ENTIRE ROOF, REMOVE AND REPLACE
GROUP M - MERCANTILE
❑ GROUP E - EDUCATIONAL
WOOD PLANKS AS NECESSARY. REPAIR INTERIOR EXISTING
GROUP R - RESIDENTIAL
❑ GROUP F - FACTORY INDUSTRIAL
WALL AT BATHROOM AND REPLACE EXISTING DAMAGE
GROUP S - STORAGE
BUILDING CONSTRUCTION TYPE:
RAFTER PER PLAN. ALL WORK TO COMPLY WITH FLORIDA
❑ TYPE I ❑ TYPE IV
BUILDING AND MUNICIPAL BUILDING CODE.
❑ TYPE II X TYPE V
DESIGN DATA
WIND LOADS
1. BASIC WIND SPEED - 145 MPH. (@ 3 SEC. GUST.)
2. RISK CATEGORY II
3. WIND EXPOSURE - CATEGORY B
4. INTERNAL PRESSURE COEFFICIENT ±0.18
5. COMPONENT/CLADDING DESIGN WIND PRESSURE +31.3/-42.0
(FOR DOORS, WINDOWS, & TRANSOMS) U.N.O. (INTERNAL
PRESSURE COEFFICIENT +0.18 INCLUDED)
APPLICABLE CODES: INCLUDING ALL REVISIONS
-FLORIDA BUILDING CODE 2017
--FLORIDA BUILDING CODE 2017, 6th EDITION RESIDENTIAL
-ELECTRICAL CODE, NEC 2014
-FLORIDA BUILDING CODE, MECHANICAL 2017.
-FLORIDA BUILDING CODE, PLUMBING 2017
-FIRE CODE, NFPA 1
-LIFE SAFETY CODE = NFPA 101
-ACCESSIBILITY CODE = FLORIDA BUILDING CODE, BUILDING 2017
-ENERGY CODE = FLORIDA BUILDING CODE, BUILDING 2017
METHOD OF DESIGN:
THIS STRUCTURE HAS BEEN DESIGNED TO MEET ALL LOAD
REQUIREMENTS OF THE 2017 FBC-RESIDENTIAL, PER
SECTION R301 USING ASCE-7 10.
BUILDING OCCUPANCY CLASSIFICATION:
❑ GROUP A - ASSEMBLY
L-1
GROUP H - HAZARDOUS
❑ GROUP B - BUSINESS
❑
GROUP I - INSTITUTIONAL
❑ GROUP D - DAY CARE CENTER
❑
GROUP M - MERCANTILE
❑ GROUP E - EDUCATIONAL
®
GROUP R - RESIDENTIAL
❑ GROUP F - FACTORY INDUSTRIAL
❑
GROUP S - STORAGE
BUILDING CONSTRUCTION TYPE:
❑ TYPE I ❑ TYPE IV
❑ TYPE II X TYPE V
❑ TYPE III
1. DESIGN LIVE LOADS (MINIMUM)
A) FLOORS - 40 PSF
B) BALCONIES - 40 PSF
N
C) DECKS - 40 PSF
V)
�
D) STAIRS - 40 PSF
C
E) ROOFS - 20 PSF
3
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scale
AS NOTED
project no.
18-7014
drawing no.
CVR
No 6 179' '
5 �<
ANGEL N. LOPEZ
LIC # PF65179
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LEGEND:
EXISTING WALL TO
REMAIN
DAMAGED WALL TO
BE REPAIRED
2"x4" PT SYP #2 WOOD
FRAMING TO BE REPLACED
CONTRACTOR TO VERIFY
CONDITIONS OF EXISTING
PLUMBING SYSTEM AND
REPAIR AS NECESSARY
1/2" GYP. BD., BOTH SIDES
(USE MOLD / MOISTURE
RESISTANT GYP. BD. AT
BATHROOM SIDE)
WRITTEN DIMENSIONS SHALL HAVE
PRECEDENCE OVER SCALE DIMENSIONS.
Contractors shall verify and be responsible for
dimensions and conditions of the job and RPI.
must be notified in writing of any variation from
the dimensions, conditions and specifications
appearing on these plans.
XISTING
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(EXISTING CEILING
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PARTIAL
MASTER BEDROOM FLOOR PLAN
SCALE : 1/4"=1'-0"
EXISTING CEILING TO BE
REPAIRED
NEW BATHROOM LIGHT
FIXTURE
NEW BATHROOM
ACCESSORIES
EXISTING LAVATORY AND
COUNTER TO BE REPLACED
INT. BATH ELEVATION
Al / SCALE : 1/4"=1'-0"
AREA OF BATH PHOTO TO
z BE REPAIRED
Al NOT TO SCALE
PARTIAL
3 MASTER BEDROOM ROOF PLAN
Al
SCALE: 1/4"=1'-0"
EXISTING DAMAGED Ix ROOF
PLANKING TO BE REPLACED
AS NECESSARY
EXISTING DAMAGED 2"x6"
WOOD RAFTER TO BE
REPLACED W/ NEW 2"x6"
PT, SYP#2 WOOD RAFTER
EXISTING 4"x4" POST TO
REMAIN
AREA OF ROOF
(:A::l
a PHOTO TOBE REPAIRED
NOT TO SCALE
EXISTING DAMAGED 1x ROOF
PLANKING TO BE REPLACED
AS NECESSARY
EXISTING DAMAGED 2"x6"
WOOD RAFTER TO BE
REPLACED W/ NEW 2"x6"
PT, SYP#2 WOOD RAFTER
ADD NEW SIMPSON H2.5
HANGER
AREA OF ROOF
PHOTO TO BE REPAIRED
NOT TO SCALE
EXISTING 4"x4" POST TO
REMAIN
ADD NEW SIMPSON LRUZ
HANGER
I =
NEW 2"x6" PT, SYP#2
WOOD RAFTER TO BE
REPLACED
ADD NEW SIMPSON H2.5
HANGER
— EXISTING DAMAGED ROOF
SHINGLES AND #15 FELT TO
BE REPLACED THROUGHOUT
ENTIRE ROOF
7 ' FAMILY ROOM CEILING PHOTO
Al NOT TO SCALE
a FAMILY ROOM CEILING PHOTO
Al - NOT TO SCALE
s FAMILY ROOM CEILING PHOTO
Al NOT TO SCALE
WATER DAMAGED AREA
(CONTRACTOR TO VERIFY AREA
AND REPAIR ROOF AS NECESSARY)
iAl At EXISTING "ol
FAMILY ROOM
a
14'-0" (W.F.) Al
12'— 4"
EXISTING
RESIDENCE
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DAMAGED AREA TO BE
REPAIRED (REF. TO 1/Al)
DAMAGED CEILING
PLANKS TO BE
REPAIRED AND FINISH
TO MATCH EXISTING
DAMAGED CEILING
PLANKS TO BE
REPAIRED AND FINISH
TO MATCH EXISTING
DAMAGED CEILING
PLANKS TO BE
REPAIRED AND FINISH
TO MATCH EXISTING
WATER DAMAGED AREA
(CONTRACTOR TO VERIFY
AREA AND REPAIR ROOF
AS NECESSARY)
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AREA OF BATH PHOTO TO
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PARTIAL
3 MASTER BEDROOM ROOF PLAN
Al
SCALE: 1/4"=1'-0"
EXISTING DAMAGED Ix ROOF
PLANKING TO BE REPLACED
AS NECESSARY
EXISTING DAMAGED 2"x6"
WOOD RAFTER TO BE
REPLACED W/ NEW 2"x6"
PT, SYP#2 WOOD RAFTER
EXISTING 4"x4" POST TO
REMAIN
AREA OF ROOF
(:A::l
a PHOTO TOBE REPAIRED
NOT TO SCALE
EXISTING DAMAGED 1x ROOF
PLANKING TO BE REPLACED
AS NECESSARY
EXISTING DAMAGED 2"x6"
WOOD RAFTER TO BE
REPLACED W/ NEW 2"x6"
PT, SYP#2 WOOD RAFTER
ADD NEW SIMPSON H2.5
HANGER
AREA OF ROOF
PHOTO TO BE REPAIRED
NOT TO SCALE
EXISTING 4"x4" POST TO
REMAIN
ADD NEW SIMPSON LRUZ
HANGER
I =
NEW 2"x6" PT, SYP#2
WOOD RAFTER TO BE
REPLACED
ADD NEW SIMPSON H2.5
HANGER
— EXISTING DAMAGED ROOF
SHINGLES AND #15 FELT TO
BE REPLACED THROUGHOUT
ENTIRE ROOF
7 ' FAMILY ROOM CEILING PHOTO
Al NOT TO SCALE
a FAMILY ROOM CEILING PHOTO
Al - NOT TO SCALE
s FAMILY ROOM CEILING PHOTO
Al NOT TO SCALE
WATER DAMAGED AREA
(CONTRACTOR TO VERIFY AREA
AND REPAIR ROOF AS NECESSARY)
iAl At EXISTING "ol
FAMILY ROOM
a
14'-0" (W.F.) Al
12'— 4"
EXISTING
RESIDENCE
0
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DAMAGED AREA TO BE
REPAIRED (REF. TO 1/Al)
DAMAGED CEILING
PLANKS TO BE
REPAIRED AND FINISH
TO MATCH EXISTING
DAMAGED CEILING
PLANKS TO BE
REPAIRED AND FINISH
TO MATCH EXISTING
DAMAGED CEILING
PLANKS TO BE
REPAIRED AND FINISH
TO MATCH EXISTING
WATER DAMAGED AREA
(CONTRACTOR TO VERIFY
AREA AND REPAIR ROOF
AS NECESSARY)
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07.24.1 8
scale
AS NOTED
project no.
18-7014
drawing no.
A I
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No 179
ANGEL M.LOPEI
LIC # PC65i79
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