HomeMy WebLinkAbout12411 Groveview WayCITY, OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 1 -1� Documented Construction Value: $7��%�i
Job Address: /'211 6koye-vfe-L✓ G%C-`y' oXC4 Historic District: Yes ❑ No ❑
Parcel ID: 10 r 20 - 9 0 . S OO 01140- o(a cx) Zoning:
Description of Work: CyH CV6 616-/l Eekl C.P-
Plan Review Contact Person: r"If le riN !V- Title: 1 -yet' -1
Phone: 32/• 7-3 9- 2/9 `i Fax: 40,7-.'ZQ7-/ IYj - E-mail: CClylfldc �P+1s�i2uGfo /Y19//lv+si
Pro erty Owner Information
Name (%0 o % �ac toyi �K /T" Phone: �D .3 �/ - S-04 S�
Street: 'q2'21 A • ey 4&/o JT Resident of property?
City, State Zip:
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yy Contractor Information
Name G Yl ?per roil7// VC-170nJ C<D Phone: 3 Z l Z31I. 21,3 9
Street: 733o cbel,--eq P4- red o vx.. 22 Fax: z/0'-1' 0(-) ?- lei S -
City, State Zip: F/ 3?eF9 State License No.:
Name: � 1�A4 h Z)1�7t v/, S
Street:
City, St, Zip...
Bonding Company:
Address:
Architect/Engineer Information //����
Phone: 1'V 7. qS3 GGC�
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Building Permit ❑
Square Footage:
No. of Dwelling Units:
Electrical ❑
Construction Type:
Flood Zone:
New Service -- No. of AMPS:
Mechanical ❑ (Duct layout required for new systerns)
No. of Stories:
Plumbing ❑
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm ❑ No. of heads:
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CONSTRUCRONTYPEV-B RESIDENTIAL
NUMBE2 OF STORIES- ONE
NUMBER OF STORIES -TWO
BUILDING HEIGHT-
BUILDING HEIGHT -
20' N1AX.
30' MAX.
FLOOR
LIVE LOAD- 40 P.S.F.
DEAD LOAD- 20 P.S.F.
SOIL BEARING PRESSURE = 2,500. P.S.F. MIN.
ROOF & WIND LOADS
ROOF LIVE LOAD- 30 P.S.F.
ROOF DEAD LOAD- SHINGLE: 20 P.S,F,
TILE: 40 P.S.F.
WIND IMPOR'T'ANCE FAC'T'OR- 1.00
BASIC WIND SPEED- '140 M.P.H.
WIND EXPOSURE- B
APPLICABLE INTERNAL PRESSURE
COEFFICIENT- + INCREASE + .18
NEGATIV.EINCREASE.4
DESIGN PARAMETERS
I- SCOItY N1AX. 11GT. - 30'-0" = 26.1 P.S.F. -29.1 P.S.F. cQ 110 M.P.H.
DESIGN PARAMETERS
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HATCH DENOTES EXISTING DAMAGED CONC. FILLED CELL CONT. #5 BAR @ TOP EXISTING UNDAMAGED —
NON -DAMAGED FENCE WALL CONC. BLOCK COLUMN @ 4' O.C. W/ 1 #5 BAR HEADER FILLED COURSE CONC. BLOCK COLUMN
TO BE REPAIRED
19'-5" Complete Wall Dam and I 18'-O"'Top Block COLIM DWIMP- cl
14'-8" 1' 4" 37'-5"
UN -DAMAGED WALL 53'-5" TOTAL WALL TO BE REPAIRED
1 z rl`YP. EA. END:
EMBED #5 INTO
PLANVIEWXIST'.COLUMN 5" MTN.
SCALE 1/4"=1'-0"
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EMBED #5 INTO D .1 EMBED #5 INTO
EXIST. COLUMN 5" MIN. EXIST. COLUMN 5" MIN. —
VERT'ICAL HIDDEN LINES DENOTE HIDDEN LINES DENOTE VERTICAL HIDDEN LINES DENOTE
CONC. FILLED CELL @ T O.C. W/ 1 #5 BAR REQUIRED REPAIR CONC. FILLED CELL C T O.C. W/ 1 #5 BAR
CONT. #5 BAR @ TOP i ; TO BE DONE CONT. #5 BAR C TOP
HEADER FILLED COURSE HEADER HEADER FILLED COURSE I
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-
ELEVATION (Actual Condition
SCALE 1/4” =1'-0"
HATCH DENOTES REMAINING WALL AFTER DAMAGE
CONCRETE CAP & DECORATION
TO MATCH EXISTING COLUMN
GENERAL LUMBER NOTES:
1. ALL LUMBERS TO BE SOUTHERN YELLOW PINE NO 2 Wi'I'H
MAX. CONTENT OF MOISTURE 19
PRESSURE 'TREATED.
ELEVATION (Aft
-
SCALE 1/4" =1'-0"
er Repair'
"STREET VIEW"
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CONCRETE CAP & DECORATION
AT COLUMN BEYOND
TO MATCH EXISTING COLUMN
POUR 3" CONC, CAP. USE P.T. WOOD
CONE. FILLED
TO FORM CONC. CAP
-
HEADER COURSE
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DRILL & EXPDXY#5
_
CONT. CONC, FILLED HEADER COURSE.
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5" MIN. EMBEDMENT
FILL WALL CELL 4' O.C. & 1 #5 BAR
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7
COURSE
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CONT. #5 AT TOP
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DRILL &EMBED INTO
EXISTING BLOCK COLUMN
8" CONC. BLOCK FENCE WALL.
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EXISTING ADJACENT CONE. D -I
REPAIR AS REQUIRED PER DAMAGE
:,i:. /
FILLED COLUMNS EA. SIDE
#5 BAR CONT.
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PLAN VIEW
EXISTING CONC. COLUMN BEYOND
°/
DRILL & EXPDXY#5
FIN. GRADE
5" MIN, EMBEDMENT
,
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#5 BAR
CONT.
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CONC. FILLED
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TYP. FENCE WALL SECTION
NEW OR EXIST. WALL - I I=I
REPAIR AS REQUIRED
SECTION DETAIL
NEW WALL TO :EXISTING
�TYP. VERTICAL, INET.
SCALE:3/4"= V-0"
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