HomeMy WebLinkAbout2401 S Myrtle AveCITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: /(") - // c
Documented Construction Value: $ S� SUO • G 0
Job Address: Z4D 1 S "I ILZ: AA1r _ SArA/ i20 Historic District: Yes ❑ No,@
Parcel ED: 3� _ - 30 b Residential @ Commercial ❑
Type of Work: New ❑ Addition ❑ Alteration ❑ Repair [8 Demo ❑ Change of Use ❑ Move ❑
Description of Work: 'P, M 0, AAlP U- WOO D*u41A&`17 1hAU-6 tMW96L
Plan Review Contact Person: �. ns4 Title:
ilnt
Phone: 33L :-7X --4SSS Fax: 3&-134 - 3q8- Email: 144GotNS G170rV@ t.
Property Owner Information
Name WiNca PA , ea le I L , Phone: Jd:% - 7L S -;e 6 f
Street: 01 VJ 2pl %t j gl. t? Resident of property?: K10
City, State Zip: O'er 6W
Contractor Information
Name t,01 V • Phone:
Street: ZZ -54S Q&ZC jJZ Fax: 33L Z 34 �'� 66-7
City, State Zip: � D , 1--L _ Z _l?.O State License No.: ,(-(- 1. E10 q Q%
Architect/Engineer Information
Name: - D YET'.
Street: (Q& 0 L? . �r�►nt,�
City, St, Zip: t�)Z6" UU2 El, 3,z. 7/,-5
Bonding Company: d f d -
Address:
Phone: X86- S3? -5000
Fax:
E-mail:
Mortgage Lender: td&t
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: 5te Edition (2014) Florida Building Code �-
Revised: June 30, 2015 Permit Application 4
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aro all8ed by tlp pill a alllarlad sl>pipml+diyYhp cgims, b8ses, dallhapes, a uses
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Ilpheelhbld wil bs ihB sly ald ale uasd � hsasbers of dha Caheu�hd's proiessbs phadaag hlihda
si & *nlslnas 04 same Iimsa aki Oft soma b*. Cahshldard m its IIIIwartarAles,
axpless a illpded, oder Ipaa* a slhla*, b caahedah wdh Colhsdael's sodas.
NOTE: CONTRACTOR SHALL VERIFY
AND BE RESPONSIBLE FOR ALL
DIMENSIONS.
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS. Contractors shall verify
and be responsible for dimensions and conditions
of the job and Metz Drafting & Design, Inc. must
be notified in writing of any variation from the
dimensions, conditions and specifications appeorirn
on these plans.
ALL HURRICANE HOLD—DOWNS FOR WOOD TO
WOOD ARE SIMPSON MTS -12 UNLESS
OTHERWISE NOTED.
THE BUILDER SHALL VERIFY AND BE
RESPONISABLE FOR EXISTING CONDITIONS
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NO WORK REQUIRED- TH
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A NOTE. BEARING WALL NAIL PATTERN
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RECORD COPY
roposed Construction
Limits of Construction Shall Be Determined By
Further Investigation For terminate Damage
NEW 2x6 #2 RAFTER(TOP CORD) as required
24241/2 3 PLY OR 1 2 OSB W/ "
10D x 1 1/2' 3' O.C. STAGERED
TYPICAL MID SPAN SPLICE
NEW 2x6 12 CEILING JOIST (BOTTOM CORD)
NEW FU 2x6 2 CORD SS REQUIRED
HTS20 TYP GURDER TRUSS TO WALL TW AND H8�� RUN FULL LENGTH ACROSS GARAGE
SPA
SPLICE AS REQUIRED
TYPICAL 24'-0' +/— SPAN SHOWN
TYPICAL 2'-0" O.C. RAFTER AND CEILING CORD RERPAIR FOR TRUSS
New Proposed Area
Limits of Construction Determined to be less
upon Investigation
14 —0
13,_8•
13'-11" 5'-1' 24'-0' 14'-0'
STRUCTURAL LUMBER SISTERING ALLOWED:
PLAN VIE W ALL STRUCTURAL (BEARING LUMBER WILL BE #2, SYP. SISTERING TO EXTEND 31 MINIMUM BEYOND DAMAGE
2401 MYRTLE SANFORD, FL.
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24 0 Non. eEaaiNc watl NAIL r�ArrERN LirrlltS Of COnStrUC�.IOn Sha�� Be Determined By
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$, Ilballr�ryYppoltl'sctlms,bs�s,dal�pas,aa�a�es2. GYPSUM: (FIELD) USE 5d NAILS 0 7" O/C
(EDGE) USE 5d NAILS ® 7" O/C.
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(iOP CORD) as required
AQeaIISI11wIbe�sl�alldplel�edblmFmblsdtllaCalsu�Ilgpld�siollprxddiquder 24x24x1/2 3 PLY OR 1/2 OSB W/ TYPICAL MID SPAN SPLICE
>t�rdranpf�tll�iarldhlpea�roCaigwa 10D x 1 1/2 3 O.C. STAGERED
m�Iasa a Implsd, udarApalrell a orlawba h can�lai wih Ca�lds .
NEW 2x6 #2 CEILING JOIST (BO' IOM CORD)
HTS20 ?YP GURDER TRUSS TO WN1
NEW 2� 2x62 CORD AS REQUIRED
NOTE: CONTRACTOR SHALL VERIFY RUN FULL I -ENGIN ACROSS GARAGI
ri AND BE RESPONSIBLE FOR ALL 5P4 70P AND He ROT70M c
�r DIMENSIONS. _,PL CF AS R OUIRf U
5 IYP'CAL 24' -0" 1 /- SPAN SHOWN
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
r OVER SCALE DIMENSIONS. Contractors shall verify ] " ((� > (/�)[� [OR
GS
gg � and be responsible for dimensions and conditions N 0 TYP ICA1 - 0 �� , "�' ��� ��� `-'� �r�i��1 CORD �rlV���I� �(\ TU
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of the job and Metz Drafting & Design, Inc. must
be notified in writing of any variation from the
Q u dimensions, conditions and specifications appearing A
�i on these plans.
b ALL HURRICANE HOLD-DOWNS FOR WOOD TO 0 S-A e-, i 1� ti C10
r 0J 11
10-11WOOD ARE SIMPSON MTS -12 UNLESS o ® 1r
all OTHERWISE NOTED.
i
_irn'I S of C'onstrUCtlor `aha Be Determined By
® nvnshgc+, on For Tera -lite Damage
A
�r THE BUILIDER SHALL VERIFY AND BE
RESP04SAIH FOR OWN CONDITIONS 19'-0' 14'-0'
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REVIEWED FOR CODE COMPLIANCE
• PLAS EXAMINER
201-01
DATE SEE BEARING HEADER ROT WA DETAIL
5'-1'
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SANFORD BUILDING DIVISION
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6r A PERMIT 136UED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT A
dial AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
11 ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
.R CODES, NOR SHALL ISSUANCE OF A PERMIT PREVE
THE BUIL-DING OFFICIAL FROM THEREAFTER
REGI )IRING A CORRECTION OF ERRORS IN PLANS,
fir= CONSTRUCTION OR VIOLATIONS OF THIS CODE
p O
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5'-1' 24'-0' 14'-0'
�J��pING STRUCTURAL LUMBER SISTERINGALLOWED,
Ys�r SPN�ORQ ALL STRUCTURAL (BEARING LUMBER WILL BE #2, SYP.
PLAN VIE W
2 SISTERING TO EXTEND 31 MINIMUM BEYOND DAMAGE ;. APR 1 9 2016
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Limits of Cor struction `''hall r'e Determined By
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SIMPSI•,5NIFRIEF
MPSON H2.5 SIMPSON LSIA16
2C�.2"x 4" TOP PLATE
STUD TO GABLE
Proposed Area of Repair Interior Wall
RA APSON MTS20 (TRUSS TO IOP FILME CONECTION)
U.N.0. 2@2X4 PI IOP PIATF REPLACE
SIMPSON H5 — Al L DAMAGED WOOD AT FACI I PLATE
TUCCO OVER IIOUSEWRAP SIMPSON LSTA16 W/ H2 @ NEW TOP PLATE LOCALION
VAPOR BARRIER ON OPTIONAL LIS16 STUD TO SOFFIT TAILS
1/2" OSB BOARD HIP ROOF FRAMING2" „ P.T. BO PL _ _ 2(@2"x 4" -TOP PI AIF
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— _- GRADE #2 REPLACE AS REQUIRED
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PER MANUFACTURER'S
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BEAM ANCHOR ATTACHMENT
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USE 12 AT TOP PLATE TO STUD
I GRADE. �2 SYP 16" O.C. REPLACE
_ VAPOR BARRIER ON
112" OSB BOARD
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-___2"z 4" P.T, BOTTOM PLAIT
1 /7" X 8" ANCHOR BOLT AT '>2" O.C, W/2"X2" X 1 /8" STEEL WASHLRS - -'
(FOR MISSED A.B. USE 5/8" WEDGE ANCHORS R-11 INSULATION NEW A5 RLO'D. AT ASC SPACE
2"x 4° P.T. BOTTOM PLATE EL_ - ij1ON VIEW AT FRONT WALL
H5 EVERY STUD BOTTOM
2"x4" @ 16' O.C.
GRADE #2 REPLACE AS RFOUIRLD
DAKIM Mr_c ai OrltlkAr:
OR BOX NAILS 4" o.c. ® PANEL EDGES AND
12" o.c. IN FIELD.
SHEAR- WALL DETAIL
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@ 16" O.C. (PROVIDE FULL DEPTH
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EXISTING COLUMNS FRAME REPAIR DETAIL
N.T.S.
PRE ENGINFERED ROOF
1RUSSES (a) 24" O.C.
R-10 FIBFRG
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HURRICANE CLIP—
SIMPSON LTS12, NAIL14-10d
TO RAFTER AND TOP PLA'II E.
SIMPSON SP2 OR SP4
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1/2" GYPSUM BD.
NAIL w/ 5d
COOLER, 7" O.C.
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w/ RLIN . 66 # 10/10
W.W.M. CR FIBER MESH
CONNECT EACH STUD W/ SIMPSON SP4,-
NAII 6-10d x 1 1/2" l'O STUD, OR SP1
1.1, . 100.00
- GALV. MTL. OR ALUM. DRIP
ALUMN. FASCIA
2x 6" P I. FASCIA
(2) 2"x 12" IIEADLR W/ 1/2" IT ETCH PLATE
ALUM. SOFFIT
(2) 2"x 4" TOP PLATES(-,- P- F)
ALUMN. WINDOW
HARDIBOARD FINISH OVER HOUSEWRAP
VAPOR BARRIER ON 1/2" OSB BOARD
(NAII. 8d, 4" FDGF, 1)FIELD, O.C. TYP.)
--------- 2"x4" @ 16" O.C.
GRADE #2
__----- - R-1 1 INSUL.
1/2"x8" ANCHOR BOLTS (1 ?_1" O.C'.,
W/ 2x2xl/8" WASHERS
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TYP. WALL SECT. & FTG. FOR NEW CONSTRUCTION
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