45 William Clark Ct - E01-001585 (SANFORD HOUSING AUTHORITY) DOCUMENTSPERMIT ADDRESS
CONTRACTOR
ADDRESS
PHONE NUMBER _
PROPERTY OWNER
ADDRESS
PHONE NUMBER
S 14)111.14tv
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTO
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
C4 C;JBDIVISION
PERMIT # DATE old/
PERMIT DESCRIPTION
PERMIT VALUATION
SQUARE FOOTAGE
VNR-MkFRI) :fl HIGH [H HEURH (FAX)4MH8 M P, 0WHI
CITY OF SANFORD ELECTRICAL PERMIT APPLICATION
I
Permit Number: l `" +` Date: 30-0,
The undersigned hereby applies for a permit to install the following electrical:
Owners Name: +o
Address of Job: - 4S 1 : aw+ uy ,. Oda. Electrical
contractor: Residential:
Non,Residential: 3
Addition,
Alteration,. Re air Residentlal & Non -Residential Number
Amount New
Residential: AMP
Service New
Commercial: AMP.
Service Change
of Service: p
From AMP Service to AMP Service Manufactured
Buildin Other,
Description
of Work: UA
tinu r n, Cd c7 Application
Fee: 10.00 TOTAL
DUE: By
Signing this application I am stating that I am in compliance with it Sa ford lectrical Code. pl
6nt's Signature V(:
S 401 /o z State
License Number
C-1 u' r e
REVISIONS
PERMIT # 0 H-01 c DATE 6 -3v -oy
ADDRESS G116)J 63 vt/,'I/,`(4 G1u k (oc,vrfi CONTRACTOR
14d e o C oo s)-vv z rrah e
Q a Cyr, 403-,. -,OaPH # 3s 7q ~srso oWcg- FAX # 3 s , 7 r - ci cgs DESCPRITION
OF REVISION: UTILITIES
FIRE` /
I
06/21/2004 23:08 7979285 ADCO CONSTRUCTION - ..
Nor urner Rssaciateg f4071 848,5944
PAGE 01/01
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NOTE: FU ALL OPENINGS
AROUND PENETRATIONS
PLAN DRAFTSTOP PARTITJON
SCALE, NTS
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DRAFTSTEIP PLAN
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JUN-28-2004 MON 10:26AM ID:
DRAFTSTOP DETAILS
WILLIAM CLARK COURT60-63
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PACE:1
STRUCTURAL DESIGN SERVICES
531South S.R. 434 Suite 2005
Altamonte Springs, FL 32714
L! Phone (407) 290-2799 P3552fax (407) 290-2953
TURNER ASSOCIATES
SANFORD HOUSING AUTHORITY
LAKE MONROE TERRACE # 19
EPDXIED ROOF COATING/ OR
FIBERGLASS SHINGLE ASTM D3161
OVER 15# FELT(ASTM D226 OR D4869 TYPE 1 )
OVER 7/16" OSB OR1/2"CDX
6) 1 1/4" GALV ROOFING NAILS
PER 3-TAB
8) 1 1/4" GALV ROOFING NAILS
FOR ARCH SHINGLES
R-19 INSULAT
1/2" DRYWALL
MTS12 TO TRUSS
2- 2x4 top plate
SP2 32" O.C.
HEADER
WINDOW
SILL
1/2" DRYWALL
R11 INSULATION
2X4 P.T.PLATE
W/ EXISTING
1/2" X 8" J BOLTS
OR 5/8" x 6" WEDGE
ANCHORS 32" O.C.
CONT BEAD ROOFING MASTIC
GALV METAL DRIP EDGE ASTM A527
W/ 1 1/4" GALV ROOFING NAILS
6" O.C.
05-06-04
1- LSTA 12 STUD TO HEADER
2X4 STUD WALL
16" O.C.
EXISTING BRICK VENEER
OVER SHEETHING
SP1 32" O.C.
EXISTING FOUNDATION
6.5" MIN. —GRADE
1 12" MIN.
TYPICAL WALL SECTION
MAY 12 2004
18 243
KEN EHLERS
LICENSED PROFESSIONAL ENGINEER
531 South S.R. 434 SUITE 2005
ALTAMONTE SPRINGS, FL. 32714
PE # 18243
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i '" -;:.• -:,•a. [Rw QEb ROCK :. _' ;:.. --5. - - _
18243
STRUCTURE HAS BEEN DESIGNED TO MEET w p n
max• ,.n r Y OR EXCEED REQUIREMENT OF F • ra
F. t 5 i'r•1,-,.; :.. :.., `._w.. FLORIDA I — BU LDING CODE 2 01 EDITIONON &03 REV OHE
F
1. BASIC WIND SPEED - 120MPH. I:
b I 2. WIND IMPORTANCE FACTOR- 1.0
DESIGN REQUIREMENTS: 3. WIND EXPOSURE CATEGORY (B)
THE BUILDING CONTRACTOR(SYOWNER SHALL CHECK SETBACKS AND ZONING REQUIREMENTS, ARCHITECTURAL. MECHANICAL, - 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-98,
STATE
EHLERS P.E.
IELECTRCAL. STRUCTURAL DRAWINGS FOR OPENINGS, WINDOWS, SLEEVESANCHORS, HANGERS, SLAB DEPRESSIONS,
STA 1 E CERTIFIED } 18'243DIMENSONS, AFLOORS PITCHANDRELATEDITEMSANDSHALLASSUMERESPONSIBILITYFORTHEIRPROPERLOCATION, A. , BALCONIES, DECKS, STAIRS, LIVE LOAD TABLE 6-7, PG.62) ENCLOSED BUILDINGS= 0.18 - - PLACEMENTANDCONTINUITYANDBEARINGPOINTSONROOFANDFLOORTRUSSPLANSTOBEREFLECTEDONFOUNDATIONIS40PSFPLANS. IF EXISTING CONDITION APPLY -ALL EXISTING CONDITIONS TO BE VERIFIED BY CONTRACTOR OR OWNER. HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) - 531 S.S.R. 434 SUITE 2003 STRUCTURAL
DESIGN SERVICES MUST BE NOTIFIED IN WRITING OF ANY VARIATION OR DEVIATION IN THE B. ROOF LIVE LOAD IS 20 PSF. 5. COMPONENTS AND CLADDING- SEE FLOOR PLAN ALTAMONTE SPRINGS, FL. 32714 DIMENSIONS,CONDITIONS, AND SPECIFICATIONS ON THESE PLANS. - - C.
CONSTRUCTION TYPE VI UNPROTECTED - PHONE (
407) 290-2799
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NOTE:
OPPOSITE HALF BUILDING NOTE:
THIS STRUCTURE HAS BEEN DESIGNED TO MEET 1824 W Lo Lo SAME
EXCEPT REVERSED OR EXCEED REQUIREMENTS OF SEC. 1606 OF THE a
o In
z LL FLORIDA
BUILDING CODE 2001 EDITION &03 REV p O 1.
BASIC WIND SPEED - 120MPH. e $ 2.
WIND IMPORTANCE FACTOR - 1.0 DESIGN
REQUIREMENTS: 3. WIND EXPOSURE - CATEGORY (B) KEN
FREERS P.E. THEBUILDINGCONTRACTOR(SYOWNER SHALL CHECK SETBACKS AND ZONING REQUIREMENTS, ARCHITECTURAL, MECHANICAL, - - - ,4. INTERNAL PRESSURE COEFFICIENT— (ASCE 7-98, _ trany ro ELECTRICAL,.
STRUCTURAL HER RELATED ITEMS OPENINGS, WILL ASS ME E SP ANCHORS, HANGERS, SLAB DEPRESSIONS, A. FLOORS; BALCONIES, DECKS, STAIRS, LIVE LOAD TABLE 6-7, PG.62) ENCLOSED BUILDINGS-- 0.18 - STATE CERTIFIED'#18243 DIMENSIONS,
PITCH AND OTHER RELATED ITEMS AND. SHALL ASSUME RESPONSIBILITY FOR THEIR PROPER LOCATION, PLACEMENT
AND CONTINUITY AND BEARING POINTS ON ROOF AND FLOOR TRUSS PLANS TO BE REFLECTED ON FOUNDATION IS 40PSF HEIGHT AND EXPOSURE ADJUSTMENT C.'OEF.- (+1.0) 531 S.S.R. 434 SUITE E2003 s PLANS.
IF EXISTING CONDITION APPLY —ALL EXISTING CONDITIONS TO BE VERIFIED BY CONTRACTOR OR OWNER. - STRUCTURAL
DESIGN SERVICES MUST BE NOTIFIED IN WRITING OF ANY VARIATION OR DEVIATION IN THE B. ROOF LIVE LOAD IS 20 PSF - 5. COMPONENTS ANDCLADDING-SEE FLOOR PLAN ALTAMONTE SPRINGS, FL. 32714 ' DIMENSIONS,CONDITIONS,
AND SPECIFICATIONS ON THESE PLANS. - C.CONSTRUCTION TYPE VI UNPROTECTED - - PHONE - ' 407) 290-2799
ROOF EDGE
TOP CHORD BLOCKING @ 4'-0" O.C. MAX.
IN FIRST FRAMING SPACES @ EA. ENaROOFSHEATHING
ROOF SHEATHING
1/2" CDX PLYWOOD or 7/16" OSB
FOR 7/16 OSB- 24 MAX SPAN BLOCK AS NEEDED
2 1/4"X.099 RING SHANK 6" O.C. EDGES -
12" O.C. INTERIOR
BUILDING WIDTH
TURNER ASSOCIATES
SANFORD HOUSING AUTHORITY
WILLIAM CLARK COURT
BUILDING # 18/ UNITS #60-63
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5'-O-O" Z
ROOF ED
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4'-0' c
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4'—O. O RIDGE
2 O1 O2 I
4'-O' z z
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ROOF ATTACHMENT PLAN Z-z —
BUILDING LENGTH SHEATHING SHALL BE FASTENED WITH MIN. #8 GUN NAILS OR 0 .66
2 1/4 X .009 RING SHANK NM rnNN
ROOF S H EAT H I N G LAYOUT ZONE 1 EDGES @ TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 12" O.C. wD v c iz i
AND D iAP H RAG M B LOCKS N G ZONE 2 EDGES @ TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 6" O.C. QU) :v'
ZONE 3 EDGES @ TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 6" O.C. 1-0 o o
X
ROOF COVERINGS SHALL COMPLY WITH SECTION
1507 OF THE FL. BUILDING CODE 2001
SHINGLE -SHALL COMPLY WITH ASTMD225 OR ASTMD3462
FASTENER SHALL BE MIN 12 GAUGE SHANK W/ 3/8" HEAD
AND PENETRATE. ROOF SHEATHING 3/4" MIN (6) PER SHINGLE
PER MANUF. SPECS
DESIGN REQUIREMENTS:
THE BUILDING CONTRACTOR(SyOWNER SHALL CHECK SETBACKS AND ZONING REQUIREMENTS, ARCHITECTURAL, MECHANICAL.
ELECTRICAL. STRUCTURAL DRAWINGS FOR OPENINGS, WINDOWS. SLEEVES.ANCHORS. HANGERS, SLAB DEPRESSIONS. A. FLOORS, BALCONIES, DECKS, STAIRS, LIVE LOADDIMENSIONS, PITCH AND OTHER RELATED ITEMS AND SHALL. ASSUME RESPONSIBILITY FOR THEIR PROPER LOCATION,
PLACEMENT AND CONTINUITY AND BEARING POINTS ON ROOF AND FLOOR TRUSS PLANS TO BE REFLECTED ON FOUNDATION IS 40PSF
PLANS. IF EXISTING CONDITION APPLY- ALL EXISTING CONDITIONS TO BE VERIFIED BY CONTRACTOR OR OWNER.
STRUCTURAL DESIGN SERVICES MUST BE NOTIFIED IN WRITING OF ANY VARIATION OR DEVIATION IN THE B. ROOF LIVE LOAD IS 20 PSF.
DIMENSIONS.CONDITIONS. AND SPECIFICATIONS ON THESE PLANS. C.CONSTRUCTION TYPE VI UNPROTECTED
U)
U) j
I
1
i
cn
MAY 12 2004 o N
Ln
NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET 243 a LO Lc>
OR EXCEED REQUIREMENTS OF SEC. 1606bF THE g 0 Z 1 0-
FLORIDA BUILDING CODE 2001 EDITION &03 REV
1. BASIC WIND SPEED - 120MPH. y
e
2. WIND IMPORTANCE FACTOR - 1.0 ! $
3. WIND EXPOSURE - CATEGORY (B)
KEN FREERS P.E. 4. INTERNAL PRESSURE COEFFICIENT-(ASCE 7-98,
TABLE 6-7, PG.62) ENCLOSED BUILDINGS--' 0.18 STATE CERTIFIED #18243
HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) 531 S.S.R. 434 SUITE 2003
5. COMPONENTS AND CLADDING -.SEE FLOOR PLAN ALTAMONTE SPRINGS FL. 32714 ! A2.1..
PHONE (407) 290-2799
PUNS REVIEWED
CITY OF SANFORD
REVISIONS
PERMIT # f // DATE
ADDRESS D a 3 li G '
CONTRACTOR 460
T 4 LC c sa; Cent o 7- 70q — 5370
PH FAX # 35d 777- 9a.9,5-
DESCPRITION OF REVISION:Z-a 1155 gmcmr ,
Ce,1,Wo
UTILITIES
FIRE
lm
ITY Of OWvFORDz AUG
RCrIF.' Q -'Ad
L15110 2,004 12,: 14 _ /'J / y'2titi
b --- 11=aoa Turner Rssociutes (407J
02/06/2,004 IS:a3 40U130295:3 STRUCTURAL,'
STRUCTURAL DESIGN SERVICES
6315outh S.R. 434 Suits 2005
Altamonte Springs, FL 32714
S DS Phone (407) 290-2799
fax (407) 290-2953
SANFORD HOUSING
WILLIAM CLARK COURT
BUILDING #18, UNITS 60-63
648-5944 p.2
REVISION
08-05-04
LATERAL_ TRUSS BRACING
1. OMIT 1X 6 BRACING FROM ORIGINAL DESIGN
AND USE TYPICAL (: ONTINUOS 2 X4 SPRUCE
LATERAL BRACIING 8' O.C. TOBOTTOM CORD OF
TRUSS W/ 2- 12D NAILS AT EACH JOINT_
CONT, 2 X 4 LAT AL BRACE
2- 12D ( EAC JQINT
BOTTOM CORD
p11ueN Re i
wiC,q,
I . f 18243
STATE 4F
40RIO...G
PLANS REVIEWED
CITY OF SANFORD
Kr-N r-HLERS
LICENSED PROFESSIONAL. ENGINEER
531 Ooutn 5 R 434 SUfTC 2000
ALTAMONTE SPRINGS, FL. 32714
PE M 18243
RUC-10-2 004 TUE 12: 15PM ID:
PAGE: 2