HomeMy WebLinkAbout1800 W 16th St 11-186 Addition new bedroomv� CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application°+o: I Documented Construction Value: $� tC�
Job Address: ( Historic District: Yes 11 No ❑
Parcel ID• 4 Zoning:
Description of Work:
Plan Review Contact Person:
Title:
Phone: Fax: E-mail: d4yllO z !d
AProperty Owner Information
Name Phone: ye /7
Street/500 0)"X;_4 / Resident of
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pty?
City, State Zip: �� �l1
Contractor Information
Name Phone:
Street: Fax:
City, State Zip: State License No.:
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company:
Address:
Mortgage Lender:
Address:
PERMIT INFORMATION
Building Permit ❑
Square Footage: Construction Type:
No. of Dwelling Units: Flood Zone:
Electrical ❑
New Service — No. of AMPS:
Mechanical 13 (Duct layout required for new systems)
No. of Stories:
Plumbing ❑
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm ❑ No. of heads:
SLOPE: (o:12\
Id
QOM EXISTING BEDROOM
S
5-3
EW µ HEADER
C2) 2x10 /
1/2 PLYWOOD
PT4x4 P05T PT4x P05-
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PORCH PROPOSED ADDITION
SLOPE: 5:12\
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10-22-2010
RONALD
FL. PROF,
D. DEVLEN P.E.
REG. NO. 40782
DATE:
10/22/201
SCALE`.
45 NOTED
DRAWN:
5,4B
APPROVED:
Rl)[)
JOB NO:
2010-1-14
SHEET
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REVISIONS
A: STRUCTURAL WORK SHALL BE IN 'ACCORDANCE WITH THE FLORIDA BUILDING CODE
2007, iu/ 2009 SUPE LEMEN7.
B. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND
CONDITIONS 47 THE 51TE AND SHALL NOTIFI- THE ENGINEER OF DISCREPANCIES
BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS
BEFORE PROCEEDING WITH THE WORK.
G. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE
COMPLETE DESIGN OF THE STRUCTURE. THEY 1D0 NOT INDICATE THE METHODS OF
CONSTRUCTION UNLESS SO STATED OR NOTED. THE CONTRACTOR SHALL PROVIDE ALL
MEASURES NECESSARY TO PROTECT THE WORKMEN, OR OTHER PER50N5 DURING
CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT BELIMITED t0
BzACING
,
SNORING FOR EARTH BANKS, FORMS, SCAFFOLDING, PLANKING, 5,4FETY NETS, ETC.
D. PLANS, SECTIONS AND DETAILS ARE NOT TO BE SCALED FOR DETERMINATION OF
QUANTITIES, LENGTH5, OR FIT OF MATERIALS,
A. DE51CsN DATA EXISTING ROOF
ROOF LIVE LOAD 20 PSF GABLE END
ROOF DEAD LOAD 15 PSF
B. WIND LOAD CRITERIA:
THIS STRUCTURE H45 BEEN EVALUATED FOR WIND IN ACCORDANCE WITH G HA PTER 16
OF THE FLORIDA BUILDING CODE, 2007 EDITION WITH 2009 SUPPLEMENT AS FOLLOWS:
BASIC WIND 5PEED: 120 MIEN (3 SECOND GUST)
EXPOSURE GATEGOR`r ; B
IMPORTANCE FACTOR: 10
BUILDING TYPE: ENCLOSED (+/- 0.18 INT. PRE55URE)
COMPONENTS 4 CLADDING: +22.56 PSF/-I&.41 P5F
A. GENERAL
a) ALL FASTENERS SHALL BE GALVANIZED COMMON WIRE NAILS, OR HOT -DIPPED
G-rALVANIZED BOX NAILS, UNLESS NOTED OTHERWISE.
FASTENERS FOR STAINLESS STEEL FRAMING ANCHORS SHALL BE STAINLESS STEEL.
b) ' ANCHOR BOLTS SHALL BE ASTM 4307 OR A3(o PLACE W/ 2" DIAMETER x I/a" PLATE
WASHERS WITH BOLT HOLE 9/16DIAMETER.
c) ALL FRAMING ANCHORS SHALL BE 5IMP50N OR Af PROVED EQUAL, INSTALLED LL D IN
STRICT 4CG0RD4NGE WITH M NUFAGTURER S SPEGIFI ATI N5. THESE FRAMINGAMINC
ANCHORS SHALL HAVE A MINIMUM PROTECTIVE COATING AS FOLLOWS:
UNTREATED WOOD, INT. OR EXT., DRY CONDITIONS: G90 COATING (0:90 OZ: PER SF) EXISTING O CH
E X C� P R
TREATED WOOD, INT. OR EXT., WET CONDITIONS: 0185 COATING (1.85 OZ. PER SF) ROOF
GT Y
T-
6) METAL ACCESSORIES FOR USE 1N EXTERIOR WALL CONSTRUCTION AN[) NOT .DiRE L
—\
EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACGORD,4NCE WITH 145TM 4
153, CLASS 5-2 (1:50 OZ. PER SF) AFTER FABRICATION.
F
e) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRI- OR
CONCRETE SHALL BE PIRE55URE TREATED. WOOD TREATMENTS SHALL INCLUDE: RI9 INSULATION
MCQ, CGA -G, CBA -A, C4-5, AGO -G, OR ACO -D. R19 INSULATION
B. WALL 5HEATHING:
WALL SHEATHING SHALL BE 5/IG" HARDIE50ARD PANEL. LONG DIMENSION SHALL BE (2) 2x10 W/ 1/2" PLYWOOD
VERTICAL (PARALLEL TO STUDS). FASTENERS SHALL BE INSTALLED WITH 4 I TO SUPPORT EXISTING
MINIMUM 3/8" EDGE DISTANCE AND A MINIMUM 2 INCH CLEARANCE FROM CORNERS, WITH GABLE END WALL
SPACINn A5 FOLLOW&AS FOLLOWS.
USE noel x 2 COMMON NAILS m 4 O.C. ALONG ALL EDGES AND I -4
USE foci x 2" COMMON NAILS e 4" O.C. ALONG INTERMEDIATE SUPPORT.
C. FRAMING (SEE. PLAN FOR SIZE 4 LOCATION) -
a) I STUDS, HEADERS AND MISCELLANEOUS
5YP NO, 2
Fb1050 PSI (2xlO)
_ � c) r
Fb 12EQO Fel (2x&)
Fb= 1500 f='SI (2x4) Z
Fv 175 F'51 EX15TING WALL �
E = 1(o00 000 P51 TO BE REMOVED
b) BOTTOM SILL PLATE Z
PT (PRE55URE TREATED) $YP NO. 2
Fb= 15o0 PSI (2x4), ^
Fv = 175 PSI
E = 1,600,000 PS I
c) POST
PT (PRESSURE TREATED) S -r -F NO. 2
Fb= 1500 PSI (4x4) REPAIR FLOOR
Fv = 175 P51 STEP
E = I,(oOO,OP 0 P51
EXIST. WOOD FLOOR
EXIST. THICKENED SY5TEM OVER
EDGE CONE. SLAB CRAWL SPACE
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10-22-2010
RONALD D. DEVLEN P.E.
FL. PROF. REG. NO. 49782
DATE:
10/22/2010
SCALE:
AS NOTED'
DRAWN:
5,45
APPROVED:
JOB NO:
2 010 -114
SHEET
S=3