HomeMy WebLinkAbout800 Santa Barbara StPermit # : n 1
Job Address:
Description of Work:
Historic District: Zoning:
CITY' OF SAN?ORD PERMIT APPLICATION
Date:
I( O k"
Value of Work: S Z 3 9%9 `
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage: 2A O
Construction Type: _ # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: C 1 Z', 30 Sy04 210b V I Lo (Attach Proof of Ownership & Legal Description)
Owners Name & Address: Tit-Mqs V LR(C1T
8CR> S a..rrw 6AAA AA. to A"2 L SAaE•wis Phone: 401 .314 67 L o
Contractor Name & Address: A VV A -i C4k0 M 001 %4L N%-P ti SU Zrsrwd
3411 CftmwbA8A %A-4— Cr CA-til:da,stis, Oft f1 State License Number: CGG 0 3317.1
Phone & Fax:
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer: , IAN Q ZU04Phone:
Address: Fax:
z4e=
Application is hereby made to obtain a permit to dti the work t I1 io as#OE c ify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to a - s of I n construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBIN RNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance 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 WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, then; may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is v tion that I wt noti e r f he property of the require ents of Florida Lien Law, FS 713. S 1-6—fly 7 - cot
Signature of Owner/Agent Date Sig a re of Contractor/Agent Date
1— oAn cos Ey L A&i •4-L • -t Print
Owner/Agent's Name n o ctor/Agent's Na Signature
of Notary4ate of Florida Si re of Notary -State of Florida Date Michaeft`urryY ," . MYFLORENCE A DE GRAVE Commission #DD
166471 * MY COMMISSION I DO 164260 y - Expires:
Nov 18, 2006 * PIRES:November12,2008 Owner/AgentisPersonaoMeorBondedThru1Crector8nl+psor Produced ID ''.
11WO Atlantic Bonding Co,. Inc. Produc h- 16d 11101a!
APPLICATION APPROVED
BY: Bldg ` 1 . 9 —OV Special Conditions: Zoning:
Initial & Date) (
Initial &
Date) Utilities: I. FD:
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k
0
Initial & Date) (
Initial &
Date)
ADVANCED MOBILEHOME SYST)EMS
AMS'K INC.
345 Commercial St.
Casselberry, FL 32707
1-6-04
Casselberry (407) 834-0416
State Wide Toll Free 1-800-329-5787
FAX 1-407-834-5308
Upon visual inspection & physical measurment I certify
that the existing concrete slab is at least 411 thick.
4
JOB SITE:
Thomas Everett
800 Santa Barbara Dr
Lot 26
Sanford, F1 32773
DreamWold MHP 411T
k QA,..-1
M chael Murray
CGC033977
PLANS REVIEWED
CITY OF SANFORD
o'a'Y• ° FLORENCE A. DE GRAW
MY COMMISSION # DD 1642E:-
EXPIRES: November 12, 2*:
Boyd TIn BVW NOWY Service:
LICENSED & INSURED • CG C033977 CC C042787
SERVING: Lake, Marion, Orange, Osceola, Seminole, Sumter and Volusia Counties
AMTS PLOT PLAN
CUSTONERJOry, w 4,eaoT CON T.
ADDRESS - &Ob SA.. -WA gMave , 00- 'PHONE # 3194
CITY STATE ZIP _3_&7ZZ LOT 4 A
FT F
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PROPOSED CONSTRUCTION:
I
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SQ. FT. ,Aqc?
JOB COST
07
I
AMS V
ti
j 345. Commercial St
Casselberry, FL 32707:
Ir I
SECTION 7 SOLID ROOF PANEL PRODUCTS
Table 7.1.3 Allowable Spans for Industry Standard Riser Panels for Various Loads
Aluminum Alloy 3105 H-14 or H-25
3" x 12" x 0.024" 2 or 5 Rib Riser Panels _ Glass Rooms
Wind
Region
Open Structures
Mono -Sloped Roof
tScreen Rooms
Ira-.
Attached Cov—ers
Partially Enclosed Enclosed Overhang
Cantilever
All
Roofs
1&2
span 1 3
span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4,
span
1&2
span
3
span
4
span
100 MPH 14'-11" 18'-6" 18'-10" 14'-1" 17'-11" 18'-3' 10'-7" 13'-7" 13'-11" 11'-6" 14'-8" 14'-11" 4'-0'
110 MPH 14'-6" 18'-6" 18'-10" 13'-1" 16'-2" 16'-5" 9'-11" 12'-8" 12'-11" 10'-9" 13'-10"
P12'-11"
4'-0'
120 MPH 13'-8" 1T-11" 18'-3" 12'-6" 15'-6" 15'-9" 9'-5" 11'-8" 11'-10" 10'-2" 12'-11" 3'-10"
123 MPH 13'-6" 17'-5" 17'-9" 12'-4" 15'-3" 15'-6' 9'-3" 11'-5" 11'-8" 9'-11" 12'-9" 3'-9"
130 MPH IT-1" 16'-2" 16'-5" 11'-6" 14'-8" 14'-11' 8'-11' 11'-0- 11'-3" 9'-8" 12'-3" 3'-8"
140 MPH 10'-4" 12'-10" 13'-1" 10'-4" 12'-10" 13'-1" 8'-6" 10'-6" 10'-9" 9'-2" 11'-4" 3'-6"
150 MPH 10'-4' 12'-10" 13'-1" 10'-4" 12'-10" 13'-1" 8'-2" 10'-l" 10'-3" 8'-9" 10'-10' 3.4"
3" x 12" x 0.030" 2 or 5 Rib Riser Panels I Glass Rooms
Wind
Region
Open Structures
Mon -Sloped Roof
Screen Rooms
Attached Covers
Partially Enclosed Enclosed Overhang !
Cantilever
All
Roofs
1&2
span
3
span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4
span
100 MPH 16'-2" 19'-11" 20'-4" 15'-2" 19'-4" 19'-8" 11'-5" 14'-8" 14'-11' 12'-10" 15'-10" 16'-2" 4'-0"
110 MPH 15'-8" 19'-11" 20'-4" 14'-1" 18'-3" 18'-8" 10'-9" 13'-8" 13'-11" 11'-7" 14'-11' 15'-2" 4'.0"
120 MPH 14'-9" 19'4" 19'-8" 13'-6" 17'-5" 17'-9" 10'-2' 12'-11" 13'-2" 10'-11' 13'-11' 14'-3" 4'-0"
123 MPH 14'-7" 18'-10" 19'-2" 13'-3" 16'-5" 17'-5" 9'-11" 12'-8" 12'-11" 10'-9" 13'-9" 14'-0" 4'-0"
130 MPH 14'-1' 17'-10" 18'-2" 12'-10" 15%10" 16'-2" 9'-8" 12'-3" 12'-6" 10'-5" 13'-3" 13'-6" 3'-11"
140 MPH 11'-2' 13'-10" 14'-1" 11'-2" 13'-10" 14'-1" 9'-2" 11'-4" 1l'-7" 9'-11" 12'-8" 12'-11" 3'-9"
150 MPH 11'-2" 13'-10" 14'-1" 11'-2" 13'-10" 14'-1" 8'-9" 10'-10" 11'-1' 9'-5" 11'-8" 12'4" 3'-7"
3" x 12" x 0.050" 2 or 5 Rib Riser Panels I Glass Rooms
Wind
Region
Open Structures
Mono -Sloped Roof
Screen Rooms
Attached Covers
Partially Enclosed Enclosed Overhang I
Cantilever
All
Roofs
1&2
span
3
span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4
span
1&2
span
3
span
4
span
100 MPH 18'-10" 23'4" 23'-9" 18'-3" 22'-7" 23'-0" 13'-11" 17'-8" 18'-0" 14'-11" 19'-2" 19'-7" 4'-0"
110 MPH 18'-10" 23'-4" 23'-9" 16'-6" 21'-4" 21'-9" 17-11" 15'-11" 16'4" 14'-l" 18'-2" 18'-7" 4'-0"
120 MPH 18'-3" 22'-7" 23'-0" 15'-10" 20'-4" 20'-9" 11'-11" 15'-l" 15'4" 13'-3" 16'4" 17'-6" 4'-0"
123 MPH 17'-10" 21'-11' 22'-5" 15'-6" 17-11' 20'4" 11'-8" 14'-10" 15'-2" 13'-0" 16'-l" 16'-5" 4'-0"
130 MPH 16'-6" 20'-10' 21'-3" 14'-11" 19'-2" 19'-7" 11'-3" 14'4" 14'-7" 12'-7" 15'-6" 15'-10" 4'-0"
140 MPH 13'-1' 16'-2" 16'-6" 13'-1" 16'-2" 16'-6" 10'-9" 13'-8" 13%11" 11'-7" 14'-10" 15'-1" 4'-0"
150 MPH 13'-1' 16'-2" 16'-6" 13--1" 16'-2" 1 16'-6" 10'-3" 13'-1" 13'4" 11'-0" 14'-1" 14'-5"
Note: Total roof panel width = room width + wall width + overhang.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA. FL 32121
TELEPHONE (386) 767A774
FAX (386) 767-6556
PAGE
f
COPYRIGHT 2003
7.22 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.
0
k . "
SCREENED ENCLOSURES I SECTION 1
Table 1.4 Allowable Post / Girt / Chair Rail Spans, Header Spans & Upright Heights
For Secondary Screen Wall Frame Members
Aluminum Alloy 6063 T-0
For 3 second wind gust at velocity of 120 MPH or an applied load of 14 # / sq. ft.'
A. Sections As Horizontals Fastened To Posts With Clips
Hollow Sections
Tributary Load Width 'W'
3'-0' 1 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-0"
Allowable Heights 'H' / bending 'b' or deflection 'd'
2" x 2" x 0.044" 6'-10' d 6'-6" b 6'-l" b 5'-9" b 5'-6" b 5'-3" b 5'-0" b
2" x 2" x 0.055" T-3" d 6'-11" d 6'-8" b 6'4" b 6'-0" b 5'-9" b 5'-6" b
3" x 2" x 0.045" 7'-9" d 7'-5" d 7'-1" d 6'-10' d 6'-7" b 6'-4" b 5'-11" b
2" x 3" x•0.045" 4 "at— 9'-4—b 8'-9" b 8'-3" b 7'-10' . b 7'-5" b 7'•2" b 6'-9" b
2" x 4" x 0.050" 1 10'-3" b 9'-7" b 9'-0" b 8'-7" b 8'•2" b 7'-10" b 7'-5" b
Snap Sections I Allowable Heights 'H' / bending 'b' or deflection 'd'
2" x 2" x 0.044" 1 7'-6" d 1 7'-2" d 1 6'-11" d 1 6'-8" ' b 1 6'4" b 1 6'-1" b 1 5'-9" b
B. Sections As Horizontals Fastened To Posts Through Side Into Screw Bosses
Hollow Sections
Tributary Load Width'W'
3'-0' 1 4'-0" 1 4'.6" 5'-0" 1 5'.6" 1 6'-0" 1 6'-8"
Allowable Hei hts 'H' / bending 'b' or deflection 'd'
2" x 2" x 0.044" 7'-9" b1 7'-3" b 1 6'-10- b 6'-6" b 1 6'-2" b 5'-11- b 5'-7" b
2" x 2" x 0.055" 8'-5" b1 7'-11" b 1 7'-5" b 7'-1" b 1 6'-9" b 6'-5" b 6'-1" b
3" x 2'_x .045" 9'-3"- 8" b 8'-2" b 7'-9" b 7'-5' b 7'-1" b 6'-8" b
X - b 9" 4" b 7'-11" b 7'•7" b
2" x 4" x 0.050" 11'-6" bl 10'-9" b I 10'-l" b 1 9'-7" b 1 7-2" b 8'-9" b 8'4" b
Snap Soctions Allowable Heights 'H' / bending 'b' or deflection 'd'
2" x 2" x 0.044" 9'-2" b 1 8'-7" bT 8'-1' b 1 7'-8" b 1 7'-4" b 1 7'-0" b I 6'-8" b
For allowable heights at wind velocities other than 120 MPH, see conversion table 1A on the
specifications for tables page at the beginning of this section and example below.
Notes:
1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040".
2. Using screen panel width 'W' select girl lengths.
9
3. Site specific engineering required for pool enclosures over 20' in mean roof height.
4. Span is to be measured frorn center of beam and upright connection to fascia or wall connection.
5. Chair rails of 2" x 2" x 0.044" min. and set @ 36" in height can be considered as residential guardrails provided
they are attached with min. (3) #10 x 1-1/2" S.M.S. into the screw bosses and do not exceed 8'-0" in span.
6. Girl spacing shall not exceed 6'-8'.
7. Spans may be interpolated.
IF HEIGHTS FOR'C' EXPOSURE CATAGORY AND/OR WINDZONES OTHER THAN 120 MPH ARE
REQUIRED, SEE EXAMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS
SECTION.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA. FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
PAGE
COPYRIGHT 2003
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E. 1 -57
SECTION 1 SCREENED ENCLOSURES
1/4" x 6" RAWL TAPPER
THROUGH 1" x 2" AND ALUMINUM FRAME SCREENROWLOCKINTOFIRST
I WALL
COURSE OF BRICKS
CAP BRICK
ALTERNATE CONNECTION OF BRICK KNEEWALL TYPES'
SCREENED ENCLOSURE FOR MORTAR REQUIRED FOR
BRICK OR OTHER NON- - LOAD BEARING BRICK WALL
STRUCTURAL KNEE WALL 4" (NOMINAL) PATIO
1" WIDE x 0.063" THICK STRAP CONCRETE SLAB W/ 6 x 6 - @ EACH POST FROM POST TO — 10 x 10 WELDED WIRE MESHFOOTINGW/ (2) #10 x 3/4' ° OR FIBER MESH CONCRETES.M.S. STRAP TO POST AND a —
1)1/4" x 1-3/4" CONCRETE °
ANCHOR TO SLAB OR (3) #30 BARS OR (1)
50 BAR W/ 2-1/2" COVERFOOTING (
TMP )
BRICK KNEEWALL AND, FOUNDATION FOR 'SC REENMALLS'
SCALE: 3/4" = V-0" (3) #3 BAR CONT. OR
2) #3 BAR CONT. OR (
1) #5 BAR CONT.
2'-0" MIN. 3-1/2" (TYP. (1) #5 BAR CONT. _ °_
BEFORE SLOPE ALL SLABS)
C 111l7
I I I=I I IEil J -1— — I, .Ii11 F M=1IiITi=1i1=1s"
1'-0" ti.—
TYPE I TYPE 'll TYPE III FLATSLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 2" /
12" - V-10" > V-10" Notes:
1. [No footing required except when addressing erosion until the slab width in the direction of the primary exceeds32,ft., then a type II footing is required under the load bearing wall only unless the side wall exceed16ft. in height or the enclosure is in a "C" exposure category in which case a type II footing isrequiredforallwalls. 2.
The foundations shown are based on a minimum soil bearing pressure of 1,500 PSF. Bearing capacityofsoilshallbeverified, prior to placing the slab, by field soil test or a soil testing lab. 3.
The slab / foundation shall be cleared of debris and roots and compacted prior to placement of concrete. 4.
Monolithic slabs and footings shall be minimum 2,500 psi concrete with 6 x 6 - 10 x 10 welded wire meshorfibermeshmaybeusedinlieuofmesh. 5.
If local building codes require a minimum footing, use type II footing or footing sections required by localcode. Local code governs. SLAB -
FOOTING DETAILS SCALE:
3/4" = V-0" Lawrence
E. Bennett, P.E. CIVIL
ENGINEER - DEVELOPMENT CONSULTANT P.
O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE (
385) 767-4774 FAX (
386) 767-056 PAGE
COPYRIGHT
2003 1-
52 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E.
SECTION 1
SCREWS OR THRU-BOLTS
SEE SECTION 9)
1" x 2" EXTRUSION ANCHOR
TO CONCRETE W/
CONCRETE ANCHORS WITHIN'
6" OF EACH SIDE OF EACH
POST AND @ 24" O.C. MAX.
SELECT CONCRETE ANCHORS
FROM SECTION 9
SCREENED ENCLOSURES
POST SIZE 2" x 4" MAX.
MIN. 3-1/2" SLAB 2500 P.S.I.
CONCRETE 6 x 6 -10 x 10
WELDED WIRE MESH OR F
MESH CONCRETE
POST TO PLATE TO CONCRETE DETAIL
SCALE: 3" = V-0"
2" x 2" x 0.063" ANGLE EACH
SIDE ATTACH TO POST AND
CONCRETE @ LOAD BEARING
WALL W/ (2) MIN. S.M.S. (PER
SECTION 9) EACH SIDE
MIN. 3-1/2" SLAB 2500 P.S.I.
CONCRETE 6 x 6 -10 x 10
ED WIRE MESH OR FIBER
MESH CONCRETE
ANGLES AS SHOWN ABOVE
MAY BE USED TO CONNECT
CHAIR RAILS AND PURLINS
POST SIZE 2" x 4" MAX. (SEE
TABLE)
1" x 2" EXTRUSION ANCHOR T(
CONCRETE W/ CONCRETE
ANCHORS 6" MAX. EACH SIDE
OF EACH POST AND @ 24" O.0
MAX. OR THROUGH ANGLE
AND @ 24" O.C. MAX. SELECT
CONCRETE ANCHORS FROM
SECTION 9
ALTERNATE -POST TO BEAM -AND, PLATE TO CONCRETE DETAIL
r , -
SCAL'E:-3" =1'-0"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214358, SOUTH DAYTONA. FL 32121
TELEPHONE (366) 7674774
FAX (386) 767-6556
PAGE
COPYRIGHT 2003
1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.