HomeMy WebLinkAbout1015 W 1 St 06-622 Enclose screen roomPermit # : Q D �f�/
Inh AWdrrsc- lU 1 \ �N
CITY OF SANFORD PERMIT A►,PLICATION
Date: (/ i/ �" -- C)�
Description of Work: EO dof�lt
Historic District: Zoning: _ Value of Work: s2 5 �'�� • ��
Permit Type: Building Electrical
Electrical' New Service - # of AMPS
Mechanical: Residential Non -Residential
Plumbing/ New Commercial: # of Fixtures
Plumbing/New Residential # of Water Closets
Occupancy Type: Residential Commercial
RECEIVED
Mechanical Plumbing Fire Sprinkkct'/Alarm __.__ Pool
Addition/Alteration Change of Service Temporary Pole
Replaccmcnt ___ New (Duct Layout & Energy Calc. Required)
# of Water & Sewer Lines # of Gas Lirtes
Plumbing Repair - Residential or Commercial
Industrial Total square Footage: C��^_
Construction Type: — It of Stories: # of Dwelling; Units: Flood Zone: - (FENI A form required for other than X)
Parcel if: /� ' I ___ 1 �_.__ (Allaclr Proof of Ownership & l.cgal Uescriptiou)
Owners Name & Address: 1"l I�tm
G�� Phone:
Coutr-actor Name & Address: V n I
w v y( C' o59sr� 1
Q d �_1 UL _ I Stale License Number: --
Phone & Fax: t y -y- l rG _ (%
Bonding Company:
Address:
Mortgage Lender:
Address: __- -- ----- -
Architcct/F.ngiucer: I/,{�L4�_sw._
Address: _ �(_X _�_ �n p ��'� �tiI� G�tiVv ! Fax:
Application is hereby made to obtain a permit to do the work and inns-ttalllations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be pertbrned to meet standards of all laws regulating construction in this jutisdiction. I understand that a separate
pennit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, •TANKS, and
AIR CONDITIONERS, etc_
OWNER'S AFFIDAVLC I certify that all of tiro foregoing information is accurate and that all work will be done it, cowpliauce with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
'TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT W ITII YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE_ In addition to the requirements of this permit, there may be additional icstrictious applicable to dris properly that may be found it the public records of
this county, and there may be additional permits required from other govcnuncmtal entities such as water management districts, state agencies, or federal agencies.
Acceptance of -permit is V 'ti r1 tliat I will notify the owner of tl c property of the require f FI id 1
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Signatur�c of Owner/Agent Date /Sjiignature of Contractor/Agent Date
A nrtG��
PrntCo t- ctoPrintOwne/Agents Nar/Agentat
Stgnzi Lire o No(ary-State of Florida Date Srguatute of Notary -State of Florida Date
% loP T RIE c. , TOPH . c
r Notary Puboc - Stab of F11NIda j u rc�rt IER
Owner/A�ent is Persona x - JNJCO TMIt�Of1E)9*W W342i� nttactor/Agent is l/ Pcnon, y nown to'M'6 of
_ Produced 1D
_Produced ID �� �r CWIImbalon � DI)2702A5
- +'�q�°� u:•r` tilftda0101'IhltVgtaly � �r t..Glntlll$blerli ,'�
c
�' 91.804000rloi
APPLICATION APPROVED BY: Bldg: = zoiin ' Z D , FJtilnies:
(Initial & Date) ( nitial & L ate) (Initial & Date) (Initial & Date)
Special Conditions:-
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EXISTING SCREEN ENCLOSURE
RAILINGS TO BE REMOVED,
v-
14'-4"
EXISTING RESIDENCE
I EXISTING EXTERIOR SIDING
TO BE REMOVED $ 1/2"
DRYWALL TO REPLACE IT, I
II II
EXISTING SCREENED PORCH I I
II II
II II
II- - - - - - - - - I-- --------------- - II
L__J
EXISTING COLUMN
24'-10"
EXISTING SCREEN DOOR
TO BE REMOVED.
EXISTING COLUMN
EXISTING FLOOR PLAN
FLOOR PLAN
SCALE: I/4" = 1'-0"
EXISTING WINOOW5 TO BE REMOVED
$ OPENING TO REMAIN.
1
EXISTING SCREEN ENCLOSURE
$ RAILINGS TO BE REMOVED,
EXISTING COLUMN
EXISTING WINDOWS TO BE REMOVED
$ OPENING TO REMAIN.
u.
EXISTING COLUMN
8d NAILS (COMMON)
4" O. C, (TOP EDGES)
8d NAILS (COMMON) -
12" 0. C. (FIELD)
6d NAI L5 (COMMON)
6" 0. C.
/_ 7116" O,S.B, SNEATNING OR BETTER
-
11 -------------------------
8d NAILS (COMMON)
4" O.C. (BOTTOM EOG
--- ---- ----
- --------------- ------------
)
--------------_-
S YI7BOL S $ LEGEND
= 120 VOLT RECEPTACLE
� =SINGLE POLE SWITCH
THREE WAY SWITCH
�- =CEILING OUTLET
= OUTDOOR LIGHT
NOTE: ELECTRICAL SERVICE TO BE DETERMINED BY A
LICENSED FLORIDA ELECTRICIAN, PANEL LOCATION
TO BE pETERMINED BY BUILDER d ELECTRICIAN.
ALL ELECTRICAL RECEPTACLES IN BATNROOf1S1
GARAGE d WITHIN 6 FEET OF KITCHEN SINK(S)
i0 BE PROTECTED BY GROUND FAULT CIRCUIT,
(ONE DIRECT -WIRED GFCI RECEPTACLE 70 BE
PLACED IN EACH PROTECTED CIRCUIT,)
vA__i_ SFiE4iN!NG DETAIL
SCALE - NIA
USE 8d NAILS (COMMON)
UNLE55 NOTED OTNERWI5E�
- 2x6" @ 16" O,C. - 5TUDS
BLDG. DE51GN CRITERA
OCCUPANCY CLA551FICATION GROUP R3
ROOF -LIVE LOAD(LCNORD) 20 P5F
ROOF -DEAD LOFlD(LCNORD) = 7 P5F
ROOF -DEAD LOAD(B.CNOkD) 10 P5F
ROOF. -TOTAL LOAD: 37 P5F
WIND FACTOR -DURATION OF LOAD-
-ALLOWABLE INCREASE = 25%
WIND DE50 DEAD LOAD:
DEAD LOAD(LCNORD) = 5 PSF
DEAD LOAD(B.CNORD) = 5 P5F
BA51C WIND SPEEU(3 SEC, GUST)= 120 MPN
WIND EXNOSURE CATEGORY= EXP05URE B
INTERNAL PkE55URE COEFFIGENT=.18
WIND IMPORTANCE FACTOk= 1.0
WIND DE516N PRESSURES
WALL STRUCTURE,
WIND PRESSURE- (NEG) -27.4 PSI
WIND PRESSURE- (POS.) +31.6 P51
CGl'7PONENT5 AND CLADDING(WALL AREA):
WIND PkESSURE- (NEG.f - 26.q PSI
WIND PRE55UkE- (POS.) +22.0 P51
WOOD EXTERIOR DOOR AND
WINDOW NEA DER SCNEDUL E:
ALL DOOR AND WINDOW HEADERS TO BE DOUBLE
2x10, EXCEPT WHERE NOTED OTHERWISE- SEE STRUCTURAL
NOTES.
REQUIRED .JACK STUD(S):
HEADER LENCNT 0- .3'3"; 2 JACK STUD
HEADER LENGTH 3'4"-12'3": 2 .JACK STUDS
HEADER LENGTH 12'4"-1&'4": 3 JACK STUDS
ALL DOOR AND WINDOW HEADERS TO BE FASTEN TO
STUDS WITH THE EXTERIOR STRUCTURAL 514EAT14INGI
EXCEPT WHERE NOTED OTHERWISE -SEE NOTES,
GENERAL NOTES:
� WOOD FOR STRUCTURAL CONDITIONS TO BE GROUP II 5PECIE5 OR MNIMUM
Fb =)1300 PSI.
E ALL F451NER5 SPECIFIED ON PLAN ARE 5117P50N, EXCEPT WHERE NOTED
OTHERWISE. OTHER5 MAYBE SUBSTITUTED OF EQUAL OR GREATER QUALITY,
+ 5EE TRU55 LAYOUT FOR ROOF STRUCTURE HOLD DOWN FA5TENER5,
ALL CEILING HT, 11EAWEMENT5 ARE FROG FINISHED FLOOR
,EXCEPT WHERE NOTED OTNERWISE.
$ VIXIR(S) AND WINWN(5) INSTALLATION FASTENING TO BE PER
NANUFACTOR SPECIFICATIONS,
THESE PLANS ARE DESIGNED IN ACCORDANCE
WITH TOE FLORIDA BUILDING CODE 2004
RESIDENTIAL AND ARE DESIGNED TO WITHSTAND 120
MPN WIND VELOCITY AND RESIST THE NEGJPOS.
WIND PRESSURES LISTED IN THE BUILDING DE51GN
CRITERA TABLE (IN THIS PLAN) ACTING IN ANY
DIRECTION AND TO ACT NORMAL TO THE SURFACES
CONSIDERED.
t
�
I EXISTING RESIDENCE
EXISTING RAFTERS/ I
TRUSSES,
ALL WINDOW I DOOR NEADERS TO
BE FASTENED TO STUDS WI TN THE
EXISTING PORCH BEAM I II II II II II I
I I I I I I EXTERIOR STRUCTURAL SNEATNING,
NOT TO BE DISTURBED, II II II II II
I II II II II II I
EXISTING PORCH
COLUMN. -�I1 — — — — — — — I
I- z
STRUCTURAL SHEATHING i= 2-2x10 HEADER- DOOR/ WINDOW,
2x4 BLOCKING FOR SNEATNING SPLICE _
(LOCATED @ ALL NOR, SPLICES) I
= I WINDOW- PER MANUFACTURER SPEC,
NARDIE BOARD SIDING- ll
PER MANUFACTURER SPEC. p I
b z'z I 2x6 STUDS- 16" O.C.
I it (BLOCKING 48" MAX.
TIz — — — — — _ =Z _ 2x6 BOTTOM PLATE.
=s----- ---
EXISTING 48 BEAM,
T\(FICAL SECTION
SCALE: 114" = P-O"
I
EXISTING RAFTER/ TRU55,
REQUIRED INSULATION
1/2' DRYWALL
�- EXISTING BEAN
�- 5EE HEADER SCHEDULE
WINDOW- PER
NANUFACTURER
SPEC.
REQUIRED INSULATION
2x4 BLOCKING FOR 2x6'-- 16" O.C,
SNEATNING SPLICE
(LOCATED @ ALL
NOR, SPLICES) 1/2' DRYWALL
2x6" BOTTOM PLATE
2xI0 BAND BOARD
SNEATNING TO EXTEND _ JOISTS -EXISTING
OVER P. T, PLATE��
EXISTING FOUNDATION, I I
L�
�II IIII
GRADE �j GRADE
II IIII
r-- -'J �l ' - -1
I II I
TrPI CA L NAL L SECTION
SCALE., N/A
EXISTING RESIDENCE
_ i l � - 1
I I
r�---------------------- ----------- -- �r--
I FIZ I�
EXISTING RESIDENCE i �= NARDIE BOARD SIDING1= p
I I I q
jp='Z ZIZ
I r SI ❑❑ r �l l
Z I ZI
I ZIZ _ _ _ zlz _ _ _ _ _ T-:' FIN15NEO FLOOR
i
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-___________________
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— J
- - - - - - ---------- r
I
EXISTING RESIDENCE
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LEFT SIDE ELEVATION
SCALE 114" = P-0"
FRONT ELEVATION
I
I EXISTING RESIDENCE
I
=IZ
=IZ
Z Z =,i 4TEK
L'Z
RIGHT SIDE ELEVATION
SCALE. 114" = 1'-0"
I THESE PLANS ARE DESIGNED IN ACCORDANCE
WITH T14E FLORIDA BUILDING CODE 2004
RESIDENTIAL AND ARE DESIGNED TO WITHSTAND 120
MPH WIND VELOCITY AND RE515T THE NEG,/P05.
WIND PRESSURES LISTED IN THE BUILDING DESIGN
CRITERA TABLE (IN THl5 PLAN) ACTING IN ANY
DIRECTION AND TO ACT NORMAL TO THE SURFACES
CONSIDERED.