HomeMy WebLinkAbout00-9924
BUILDING PERMIT
CITY OF ZEPHYRHILLS
(813) 788-6611
Permit
09924
Date
11-16-00
$60.00
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
Property Owner:
Job Address:
Parcell.D. #
Russell Loomis
6103 Peach St.
Oakside M.R.P.
Water Meter:
T.I.F.'s:
02-26-21-0020-00300-0010
Zoning: Energy Code: Radon Gas:
DescriPtion of Work Close exisiting carport to screenroom - New carport
FINAL / / - z.. 'if ~ 00
DATE
NO OCCUPANCY BEFORE C,O,
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
c.o.
DATE
Inspector ~/?
City License Registration # 18
State Certified License#
Pe'm;l Fe~ ~ "
Signature _ ~ ~~
Companf Bahr s Aluminum
Address
Telephone# '7 fJ1r - 53/ 'i
Valuation or
Contract Price
$3,950.00
Bahr's Aluminum
1118
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Ftr.
Pre SLB
Lintel
FRM.
Insul. CL
WL
Tp. Servo
Rough In
Meter Can
Const. B Ie
Pool
Pr
inal
SLB
Tub Set
Water
Sewer
Fin
Breakers
Ducts Insl
Com
. al
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($ 25.001 shall be made for each trip for each trade:
a. Wrong Address
b. Condemned work resulting from faulty construction.
c. Repairs or corrections not made when inspection called.
d. Work not ready for inspection when called.
e. Permit not posted on job site.
f. Plans not at job site.
g. Work not accessible.
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
BAHf.. " Ai,.UMJNU!\'l & HARDWARE, INC.
3'7827 E'!Lt),!;c~ f\C..VD
?C::PHVF1HIUS f,.7t 33541
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SITE PLAN
PARCEL ID#:
45'
~a
18'
l r
EXISTING
ROOM ADD
ADDITION SCREEN
WALLS TO
EXISTING
EXISTING CARPORT
MOBILE 12'x 26'
HOME
12x56
4 ' _5' __ -
- -- -- -
-
-- -
-- - - -
NEW
EXISTING CARPORT
PATIO 12'x 17'
COVER
~l
10'
I'
72'
PEACH STREET
~1
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
DO NOT BLOCK
FIRE EXIT WINDOW
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SECTION 2
FOURTH WALL FRAME
(IF REQUIRED)
BEAM SELECT "L" FROM
TABLE 2.1.1 AND I OR TABLE
2.1.2 USE 'A1' = W/2 + O.H.
2" x FRONT WALL BEAM
SELECT 'L' FROM TABLE 2.1.1
ANDIOR TABLE 2.1.2 USE 'Ad =
W/2 + O.H.
2" x 3" MIN. SEE TABLE 2.2.1
AND I OR TABLE 2.2.2
SINGLE CARPORT - PLAN VIEW
3" RECEIVING CHANNEL
ANCHORS WI (3) EACH #8
S. M. S. @ 12" O. C. (SEE ROOF
CONNECTION DETAILS
SECTION 7)
POST SIZE AND SPACING
(SEE TABLE 2.2)
POST TO BEAM (SELECT
FROM TABLE 2.3)
ROOF PANELS
(SEE TABLES SECTION 7)
SEE FOOTING DETAILS
PAGE 2-15
SINGLE CARPORT - ELEVATION VIEW
I FOURTH WALL FRAME
,-- (IF REQUIRED)
~~
t-- PROJECTION VARIES --J~
Lawrence E. Bennett, P. E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
P.O, BOX 4368. SOUTH DAYTONA. FL 32121
TELEPHONE (904) 7674774
FAX (904) 767~556
SEAL
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E,
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PAGE
2-3
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
SECTION 2
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SEE CONNECTION DETAILS
(SECTION 7)
POST AND BEAM DETAILS
AND TABLES SECTION 2
12" x PAN
(SEE TABLES SECTION 7)
USE 'W' TO SELECT PAN
FOR REQUIRED SPAN
'W' VARIES
FOR FRONT BEAM USE:
A = WI 2+0VERHANG
FOOTING AND
CONNECTION DETAILS
SECTION 2
CARPORT WALL SECTION
SHED IS FRAMED WITH FOURTH WALL (IF REQUIRED) OR ATTACHED TO HOST, MAXiMUM
FLOOR AREA 200 SQ. FT., IF FLOOR AREA IS GREATER THAN 200 SQ. FT. USE SECTION 4,
ATTACH SHED OR ROOM WALL TO HOST STRUCTURE WI 1/4" x 3-1/4" TAPCONS @ 16" O.C.
FOR MASONRY OR #16d COMMON @ 16" O.C. OR #10 x 3-1/2" FOR WOOD OR #10 x 2-1/2"
S.M.S. FOR 1" x 2" ALUMINUM OR #10 x 3-1/2" S.M.S. FOR 2 x 2 ALUMINUM
1. SHEDS AND UTILITY ROOMS BUILT UNDER SECTION 2 SPECIFICATIONS SHALL BE LIMITED TO
16 FT. IN ROOF SPAN DIRECTION AND 200 SQ. FT. MAXIMUM AREA.
2. ALL WOOD FRAMING AND SHEATHING CONNECTIONS SHALL BE IN COMPLIANCE WITH STANDARD
BUILDING CODE 1999 CHAPTER 23, TABLE 2306.1 OR AS NOTED BELOW.
CONNECTION
WALL SHEATHING 1/2" OR LESS
TOP OR SOLE PLATE TO STUD
A. END NAIL
B. TOE NAIL
FASTENER NUMBER I SPACING
#6 COMMON 6" O.C. EDGES AND 12" O.C. FIELD
#16 COMMON 2
#8 COMMON 2
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P,O. BOX 4368. SOUTH DAYTONA, FL32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E, BENNETI, P.E
PAGE
2-5
SECTION 2
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
ROOF PANEL SEE SECTION 7
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FOR NUMBER OF BOLTS
AND SIZE OF POST (SEE
TABLE 2.3)
BEAM AND POST SIZES
(SEE TABLE 2.1.1.
TABLE 2.1,2 AND I OR
TABLE 2.2.1 , TABLE 2.2.2)
ANCHOR (SEE DETAIL FOR
PAN OR COMPOSITE
PANEL)
COLUMN NOTCHED TO
SUIT
SIDE NOTCH POST TO BEAM CONNECTION
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SIDE BEAM I
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1 3/4" x 1 3/4" x 0.063"
RECEIVING CHANNEL
THRU BOLTED TO POST WI
THRU BOLTS FOR SIDE
BEAM (SEE TABLE 2.3 FOR
NUMBER OF BOLTS)
ROOF PANEL SEE SECTION 7
J
ANCHOR PER DETAIL
FOR PAN OR
COMPOSITE PANEL
FOR NUMBER OF
BOLTS AND SIZE OF
POST (SEE TABLE 2.3)
BEAM AND POST
SIZES (SEE TABLE
2.1.1, TABLE 2.1.2
AND I OR TABLE 2.2.1,
TABLE 2.2.2)
COLUMN NOTCHED TO
SUIT
CENTER NOTCH POST TO BEAM CONNECTION
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
P,O, BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
PAGE
)
2-14
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P.E,
SECTION 2
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
ALUMINUM/STEEL
COLUMN
SEE SECTION 9 FOR
ANCHORS
CONCRETE SLAB OR
FOOTING
t ~n -
'U' CHANNEL (SEE
SECTION 9 FOR
CONNECTIONS)
CONCRETE ANCHORS
(SEE SECTION 9)
POST TO CONCRETE CONNECTION
INTERNAL OR EXTERNAL RECEIVING CHANNEL
ALUMINUM/STEEL
COLUMN
CONCRETE ANCHORS
(SEE SECTION 9)
CONCRETE SLAB OR
FOOTING
ALUMINUM I STEEL
COLUMN
CORROSION RESISTIVE
STEEL THRU BOLT PER
SCHEDULE
SEE SECTION 9 FOR
CONCRETE ANCHORS
CONCRETE SLAB OR
FOOTING
t - -
~
POST TO CONCRETE CONNECTION
INTERNAL OR EXTERNAL ANGLE CLIPS
SEE SECTION 9 FOR
ANCHORS
2" x 2" WITH WALL
THICKNESS EQUAL TO OR
GREATER THAN COLUMN
WALL
->
INTERNAL EXTRUDED
ALUMINUM BASE OR
BREAK FORMED U-CLlP
WITH WALL EQUAL TO OR
GREATER THAN POST
WALL
NOTE:
ATTACHMENT DETAILS
SHOWN REQUIRE
DIAGONAL BRACING FOR
FREE-STANDING COVERS
POST TO CONCRETE CONNECTION
TUBE COLUMN BASE SCHEMATIC INTERNAL BASE
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O, BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
PAGE
~
@ COPYRIGHT 2000
2 -16 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P,E,
SECTION 2
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
Table 2.1,1 Allowable Roof Beam Spans for Carports, Patio Covers,
Screen Rooms, and other Open Buildings with Solid Roofs
Aluminum Alloy 6063 T-6
**
Wind Zone = 102 MPH I 110 MPH T 120 MPH T 125 MPH I 140 MPH
ADDlied Load = 17# I Sa. Ft. I 20# 1 Sa. Ft. I 23# 1 Sa. Ft. I 26# 1 Sa, Ft. I 32# I sa: Ft.
Load Width 2" x 3" x 0.045 Hollow
5' 6'-6" S'-11" S'-7" S'-3" 4'-9"
6' S'-11 " 5'-5" 5'-1" 4'-9" 4'-4"
7' 5'-6" 5'-1" 4'-9" 4'-5" 3'-11"
S' 5'-2" 4'-9" 4'-5" 4'-2" 3'-9"
9' 4'-10" 4'-S" 4'-2" 3' -11" 3'-6"
10' 4'-7" 4'-3" 3'-11" 3'-8" 3'-4"
11' 4'-4" 4'-0" 3'-9" 3'-6" 3'-2"
12' 4'-2" 3'-10" 3'-7" 3'-5" 3'-1"
Load Width 2" x 3" x 0.050 Hollow Tilt
5' 7'-4 " 6'-9" 6'-4" 5'-11" 5'-4"
6' 6'-8" 6'-2" 5'-9" 5'-5" 4'-11"
7' 6'-3" 5'-9" 5'-4" 5'-0" 4'-6"
S' 5'-10. 5'-4" 4'-11" 4'-8" 4'-3"
9' 5'-6" 5'-1" 4'-8" 4'-5" 3'-11"
10' 5'-2" 4'-9" 4'-6" 4'-2" 3'-9"
ii' 4'-11" 4'-7" 4'-3" 4'-0" 3'-7"
12' 4'-9" 4'-4" 4'-1" 3'-10" 3'-5"
Load Width 2" x 4" x 0.050 Hollow Tilt
5' g'-O" 8'-4. 7'-9" 7'-4" 6'-7"
6' 8'-3" 7'-7" 7'-1 " 6'-8" 6'-0"
7' 7'-8" 7'-0" 6'-7" 6'-2" 5'-7"
S' 7'-2" 6'-7" 6'-2" 5'-9" 5'-2"
9' 6'-9" 6'-2" S'-g" 5'-5" 4'-11"
10' 6'-5" 5'-11 " 5'-6" 5'-2" 4'-8"
11' 6'-1" 5'-7" 5'-3" 4'-11" 4'-5"
12' 5'-10" 5'-4" S'-O" 4'-9" 4'.3"
Load Width 2" x 4" x 0.036" x 0.100" Self Matina Beam
5' 11'-4" 10'-6" g'-g" 9'-2" 8'-3"
6' 10'-4" 9'-7" 8'-11" 8'-5" 7'-7"
7' 9'-7" 8'-10" 8'-3" 7' -g" 6'-11"
S' 8'-11" 8'-3" 7'-g" 7'-3" 6'-7"
9' 8'-6" 7'-10" 7'-3" 6'-10" 6'-2"
10' 8'-0" 7'-5" 6'-11 " 6'-6" 5'-10"
ii' 7'-8" 7'-1" 6'-7" 6'-2" 5'-7"
12' 7'-4" 6'-9. 6'-4" 5'-11" 5'-4"
Load Width 2" x 5" x 0.050" x 0.100" Self Matlna Beam
5' 14'-1" 12'-11" 12'-1" 11'-5" 10'-3"
6' 12'-10" 11'-10" 11'-1" 10'-5" g'-4"
7' 11'-11" 10'-11" 10'-3" g'-7" 8'-8"
S' 11'-1" 10'-3" g'-7" 8'-11" 8'-1"
9' 10'-6. 9'-8" g'-o" 8'-6" 7'-8"
10' 9'-11" 9'-2" S'-7" S'-1" 7'-3"
11' 9'-6" 8'-9" 8'-2" 7'-S" 6'-11"
12' 9'-1" S'-4" 7'-10" 7'-4" 6'-7"
J
Example:
For 2" x 4" x 0.038" x 0.100" Self-Mating Beam; Beam span between uprights use load width to enter table.
For 12' Roof Panel + 2' Overhang; Load Width = LW = 12'/2 + 2' O.H. = S' ; Enter table on left atS' read allowable
span under required load; Thus for 100 M.P.H, wind loadllive load or 17 #/Sq. Ft. and Load Width = 8'-0"
Maximum Beam Span for 2" x 4" x O.OSO" x 0.100" = I 11'-1" I
Spans do not include length of knee brace. Add horizontal length of knee brace to above spans for total beam
spans.
"Note:
For small covers 2. x 2" beams may be used, (see table 3.1.1 for spans)
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P,O, BOX 4368. SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
J
SEAL
PAGE
2-20
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E.
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
SECTION 2
Table 2.2.1 Allowable Attributable Roof Area per Post for Carports,
Patio Covers, and other Open Buildings. ALUMINUM POSTS
Aluminum Post
Wind Load = 102 MPH I 110 MPH I 120 MPH I 125 MPH I 140 MPH
Applied Load = 17 #/Sa. Ft.1 20 #lSa. Ft. I 23 #lSa. Ft. I 26 #lSQ. Ft.1 32 #lSQ. Ft.
Maximum Allowable Roof Area In Sauare Feet for Various Loads on Post
Height Load In Lbs 2" x 2" x 0.044" Hollow Extrusion or
2" x 2" x 0.045" SnaD Extrusion. Aluminum Alloy 6063 T-6
7'-4" 2064 121 103 90 79 65
8'-7" 1.548 91 77 67 60 48
9'-10" 1.204 71 60 52 46 38
11'.1" 903 53 45 39 35 28
Height Load In Lbs 2" x 3" x 0.045" Hollow Extrusion or
2" x 3" x 0.045" SnaD Extrusion - Aluminum Alloy 6063 T-6
8'-2" 2736 161 137 119 105 86
9'-6" 2502 147 125 109 96 78
10'-11" 1596 94 80 69 61 50
12'-3" 1197 70 60 52 46 37
Heiaht Load In Lbs 3" x 3" x 0.040" Roll Formed - Aluminum Alloy 3105 H.14
10'-0" 2381 140 119 104 92 74
11'-8" 1786 105 89 78 69 56
13'-4" 1389 82 69 60 53 43
15'-0" 1.042 61 52 45 40 33
Height Load In Lbs 3" x 3" x 0.060" Roll Formed - Aluminum Allov 3105 H-14
11' -0" 3.600 212 180 157 138 113
12'-10" 2.700 159 135 117 104 84
14'-8" 2.100 124 105 91 81 66
16'-6" 1,575 93 79 68 61 49
Heloht Load In Lbs 3" x 3" x 0.060" Fluted Hollow Extrusion - Aluminum 6063 T-6
11'-10" 3408 200 170 148 131 107
13'-10" 2556 150 128 111 98 80
15'-10" 1988 117 99 86 76 62
17'-10" 1491 88 75 65 57 47
Example:
Find Roof Area Needed; Area = 'A'; Post Spacing ='S'; Structure Projection = W:
A = S x (W/2 + O.H.); If'S' = 7', W = 12', and O.H. = 2' then: 'Area' = 56 Sq. Fl.
For a 10'-11" post and 120 m.p.h. wind load or 23 # / Sq. Fl. post choices are: I 69
';) 2" x 3" x 0.050" Hollow Extrusion
2) All post sizes listed below the 2" x 3" x 0,044" Hollow Section
Note:
Where job r.onditions dictate a post height of 10' in a 120 MPH wind zone, a 3" x 3" Roll Formed COULD NOT
BE used because when it is more than 10' tall it can only support 39 SF of roof. On the other hand, a 3" x 3"
Fluted Post with a post height of 10'- 7" can support an area of 128 square feet of area. Thus, design must
satisfy both height and area requirements.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
P.O. BOX 4366. SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767~556
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E,
SEAL
PAGE
2-23
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS SECTION 2
..
Table 2.3 Schedule of Post to Beam Size and Number of Thru-Bolts Required
Aluminum Alloy 6063 T-6
Beam Minimum # Thru-Bolt@ L=D+%" Minimum Min. # Knee
Size Post Size 1/4"11I 3/8" III Knee Brac" Brace Screws
2" x 3" x 0.050" Hollow Tilt 3"x 3"x 0.060" Scalloped 2 - 2" x 3" x O.OSO" (3)#8
2" x 4" x 0.050" Hollow 3"x 3"x 0.060" Scalloped 2 - 2" x 3" x 0.050" (3)#8
2" x 4" x 0.038" x 0.100- Self Mating Beam 3"x 3"x 0.060" Scalloped 2 - 2" x 3" x 0.050" (3)#8
2" x 5" x 0.050" x 0.100 Self Mating Beam 3"x 3"x 0.060" Scalloped 2 - 2" x 3" x 0.050" (3)#8
2" x 6" x 0.050" x 0.120" Self Mating Beam 3"x 3"x 0.060" Scalloped 2 - 2" x 3" x 0.050" (3) #10
2" x 7" x 0,055" x 0.120" Self Mating Beam 3" x 3- x 0.093" 3 2 2" x 4" x 0.050" (3) #10
2" x 8" x 0,072" x 0.224" Self Mating Beam 3" x 3" x 0.093" 3 2 2" x 4" x 0.050" (3) #12
2" x 9" x 0.072" x 0.224" Self Mating Beam 3" x 3" x 0.125" 4 3 2" x 4" x 0.050" (3) #14
2" x 9" x 0.082" x 0.306" Self Mating Beam 3" x 3" x 0.125" 4 3 2" x 4" x 0,050" (3)#14
The minimum number of thru bolts Is {21
" Minimum post/beam may be used as minimum knee brace
Table 2.4 Footings - Maximum Roof Area for Carport Posts
Wind Zone = 102 MPH I 110 MPH I 120 MPH I 125 MPH 140 MPH
Applied Load = 17 #/Ft! 20 #1Ft. 2 23 #lFt.2 26 #/Ft.2 32 #1Ft!
Existing Slab on Grade with unknown 20 17 15 13 10
reinforcement
Isolated Footing Rating # Uplift
Dimensions" Maximum Attributable Roof Area In Square Feet
1'-0" x 1'-0" x 1'-0" 520 30 26 22 20 16
1'-4" x 1'-4" x 1'-4" 1000 59 50 43 38 31
1'-6" x 1'-6- x 1'.6" 1320 77 66 57 51 41
1'.8" x 1'-8" x 2'-0" 2040 120 102 89 78 64
1'-8" x 1'-8" x 2'-6" 2540 150 127 111 98 80
2'-0" x 2'-0" x 2'-0" 2640 155 132 115 102 83
2'-0" x 2'-0" x 2'-6" 3300 194 165 143 127 103
2'-6" x 2'-6" x 2'-6" 4000 270 230 200 177 144
2'-6" x 2'-6" x 3'-0" 4800 324 276 240 212 172
""Notes:
Isolated Footing is a poured concrete rectangular solid (Length x Width x Depth).
Slab on grade must be new or in good condition.
Pre-Cast Block Footing
Pre-cast footing block ( 16" x 16" x 4") at 24" below grade with 80 # bag pre-mix concrete and backfilled to grade.
Dimensions UDllft Rating # Maximum Attributable Roof Area In Square Feet
(1) 80# Bag 1734 102 87 76 67 54
(1) 80# Bag 1,819 107 91 79 70 57
(1)80# Bag 1,904 112 95 83 73 60
Note: Maximum uplift on post is determined by multipying maximum attributable roof area x applied load.
Example: Post tributary roof area = 77'
Applied load for 110 MPH wind zone = 20#/Sq. Ft.
Uplift on post = 77 x 20 = 1,540#
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O, BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 7674774
FAX (904) 767-6556
SEAL
@ COPYRIGHT 2000 PAGE
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E, BENNETI, P.E. 2-25
SOLID ROOF PANEL PRODUCTS
SECTION 7
[,
J
12"
f
1
12" WIDE x VARIOUS HEIGHT RISER [INDUSTRY STANDARD] ROOF PANEL
[,
J
12"
f
t
12" WIDE x 3" RISER INTERLOCKING [INDUSTRY STANDARD] ROOF PANEL
',-
I
1
12.00"
]
1
INDUSTRY STANDARD CLEATED ROOF PANEL
I I ~ij*c-
SELECT PANEL DEPTH i
FROM TABLES
ALUMINUM SKIN
I / I E.P.S. CORE
1~:+~:~:~:~:}~{{{{{{{{ - SIDE PANEL
-:-:.:.:-:-:.:.:-:.:-:.:-:-:.:-:.:-:-:.:.:.:.:. CONNECTIONS VARY
........................ (DO NOT AFFECT PANEL
I L SPANS)
48"
COMPOSITE ROOF PANEL [INDUSTRY STANDARDl
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
P,O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P,E,
PAGE
7-1
SECTION 7
ALTERNATE CONNECTION:
(3} #8 SCREWS PER PAN
WITH 1 H MINIMUM
EMBEDMENT INTO FASCIA
THROUGH PAN BOXED END
#10 x 1-1/2" S.M.S. (1) PER
RAFTER OR TRUSS TAIL
#10 x 3/4" S.M.S. @ 12" O.C.
FOR MASONRY USE
1/4" x 1-1/4" TAP-CON ANCHOR
OR EQUAL @ 24" O.C. FOR
WOOD USE #10 x 1-1/2" S.M.S.
OR WOOD SCREWS @ 2" O.C.
EXISTING HOST STRUCTURE:
WOOD FRAME, MASONRY OR
OTHER CONSTRUCTION
SOLID ROOF PANEL PRODUCTS
PAN ROOF ANCHORING DETAILS
ROOF PANEL TO FASCIA DETAIL
ROOF PANEL TO WALL DETAIL
EXISTING TRUSS OR RAFTER
SEALANT
#8 x 1/2" S.M.S. (3) PER PAN
(BOTTOM) AND (1) @ RISER
(TOP)
HEADER (SEE NOTE BELOW)
ROOF PANEL
)
.../
#8 x 1/2" S.M.S. (3) PER PAN
(BOTTOM) AND (1) @ RISER
(TOP)
EXISTING FASCIA
SEALANT
#8 x 1/2" S.M.S. (3) PER PAN
(BOTTOM) AND (1) @ RISER
(TOP)
HEADER (SEE NOTE BELOW)
ROOF PANEL
J
#8 x 1/2" S.M.S. (3) PER PAN
(BOTTOM) AND (1) @ RISER
(TOP)
NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2" LONG
CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2" WASHERS. ALL SCREW
HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE
WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/2" SCREW EACH. THE
PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE
SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW. #8 x 9/16" TEK SCREWS ARE
ALLOWED AS A SUBSTITUTE FOR #8 x 1/2" S.M.S.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
P,O, BOX 4368, SOUTH DAYTONA. FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767.aSS6
SEAL
PAGE
J
@ COPYRIGHT 2000
7 -2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E,
SECTION 7
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Lawrence E., Bennett, P,E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
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_mETRlS USR ™
ROYAL ALUMINUM
1746 E. MAIN ST. P.O. BOX 895008 LEESBURG, FL 34789-5008
TEL: (352) 787-4000 FAX: (352) 787-6031
NATIONAL: 1-800-342-3622
-.J
@ COPYRIGHT 2000
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
1\PPLIC1\'l'IOtJ Fon PEI\HI'l'
CITY OF ZEP/lYRJULLS
BUILUINg UF.PAR~MENr
DATE RIIlC.lBXVED
P Ll\NS IUIWl:IlK I'D
OWNER'S NAME-F(cL<;<;e lLl-comtS
JOB ADDRESS (p I D3 'Peach St. ) Zt"phyrh; lis,
LEGAL DESCRIPTION: LOTIS) OLOCI~
P/lONE
PASCO PERMIT SERVICE
81i 788 e81. '
F\. 3354.0
SUBDIVISION lJakside m: H. ~rk..
I I
P1\RCEL ID " O;l,-~(p-;L/- 00:lO-0030D- OOID
lun'I'AIH F'RUM PROPER1'Y TAX HOTtell11
WORK PROPSED: DNEW CONSTHUCTION
IiIAIJIIl T ION
[J ALT EIlAT 1 ON
D REPAIR
o INSTALL
I,
Os I GN
PROPOSED usr~: 19'5"GL fAMILY lMgl,LlIW
OCOMMEHCIM,
o MOVE
o DEMOLISII
. ,
OMULTI-FAMIl,y
[J HlIJUSTIUAL
0" OF UNI'!'B
LJ SWIMMlNG POOL
o MOSI LS HaMIl:
D OTIIIllR
RESTAUIlJ\NT Iii I/EI\L'J'1/ IJEPI\RTMEIn' APPI\OVAL
BUILDING SIZE
t'
r
SQUARE E'OOTAGE
I '
HEIGHT
RESIDENTIAL: AT1'ACII 12) PLOT PLANS Ii 12) SETS OF BUILIJING PLANS Ii II) SET ENERGY !'ORMS., , '1'"
COMMERCIAL: A'l"I'ACII (3) SETS OF BUILDING PL/\NS & 11) SET ENERGY FORMS. ''Ih
PROPERTY SURVEY REQUIRED f'OR ALL NEW CONS'l'RUC'l'ION,
"
~UILVING
PERMITS REQUESTED
$ 395D, tw'
VALUA'l'ION OE' 'l'O'l'AL CONS'l'RUC'l'ION
",
D ELECTRICAL
D PLUHBING
o MECllANICAL
AMP SERVICE
D E'LO'UVA POWER
o W.R.E.C.
t.
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$
.j.'
VA LU/\T IOU OE' MECII/\NCI/\L INSTALLA'nON
:11
o G1\S
o ROOE'ING
o SPI!:CI/\l,'l'Y
o O'l'lIlm
TYPE OF CONSTRUC'1'lON: 0 IJLOCI~
FINISIIEV nOOR ELEVNl'lONS
SIGN/\'l'URE
COHP/\Nyha.h r's A It<.lM ;1IlIA- V\"-'
STATE CER'I' OR REGIST "
CITY PROCESSING II 1'6
BUILD.Ill.R \
*****************.*********..*.****..*.*.....................
ELECTRICIAN
"
1
COM P/\N Y
STATE CEnT 01\ REGIS'f ff
CiTY PROCESSING .
S 1 ~U~rUl\R
.*..*...**...*.....**.............................................
PLUMB.Ill.R
C:OMF/\NY
STATE CEnT OR REGIS'I' It
CITY pnOCESSING "
SIGNATUHE
MECJWtlCAL
*...*..*.*.~**....****....*..*...**.**.........*...*...****.......
COMPANY
ST/\TE CEnT OR REGIST "
CITY pnOCESSING "
SIGNATURE
*******.*.......*..........*..............*......................
OTIlER
CONPJ\NY
ST/\'l'E CEnT OR REGIS'r "
CITY I?I\OCESSING "
SIGNATURE
........*......*...........................................*.*...
..
-.
CUI1IJ1T J 011:; ul" l'1~m1J'J' l\"'F'lIJIW.LT
1\. NUT1.er;: UF IJEI':IJ m::lTIUC'J'10U:J
The undersigned undeJ:stands I:l1n I: I:I1Js per.ml t may be
may be 1II0re restrictive thall CIty t~g\llatlon1'l. The
compliallce with any appllcalSle deed ~"'RI:t'icl',JoIH1.
B, UNLICENSE:IJ CUN'l'HI\C'l'UHS l\NI.1 COII'l'HI\C'l'UH l\/~fa'OIWllJlI,j'l'H:S
If the owner has hlt.:ed a conllilctot ur cOlltJ:nclol:9 1:0 IlIHJertake work, they Inay be requJ,red
to be llcellsed 111 acconlnllce wlll1 IlLote Illld l.ocllI J:f>gu.l.nllons, If the contrac\:or is not
licensed as requIred by .Law, both I:he owner. nllcl t:Olllrflclor lIIay be cited for a misdemeanor
violation ullder state law, l( the oWller 01: .Llltellded CUll tractor are uncertain as to what
licellsln9 re1lulremenls moy apply (ur the .Illll"!ndl"!d wur:k, lhey are advised to contaat I the
City of Zephyrhills Buildillg Ueparl:lnelll:, 013-'/OU-6611,
Furthermore, if the owner has hIred n cOlll:rnclor or contractors, he is advised to have the
contractor (s I sign port10118 of the "ColltJ:oclor. nectlolln" of this application for whiah theYt
will be responsible, If you, os the oWller slqns lllJ the cOlltractor, you are indiaating that
you, rather thall the contractor, ate respollslLlle [or lhe work, If the contractor wishes '
you to sign as contrActor that limy be all illd.Lcal:lon that he is not properly licensed and 181
not entItled to permll:tiny pJ:lvlleyes ill the Cll:y of Zel'hyrhills,
C. 'l'11J\NSPOn'l'A'J'lON IMPACT E'EIi:S ANIJ U'I'jJ.,l'J'Y COlHmC'J'10N f'l;;I':S
U, CONS'J'nUC'l'UIOII J,lf~N 1.I\W (CIII\P'I'lm '/13, FJ.OI\I Ul\ S'I'I\'J'u'ms, AS I\ME:NUEU)
I certify that 1, the appllc:alll:, have baP-1I ptovideu w.l.th a copy of "Florida's Construction
lien Law - Homeowner's Protection Guide" ptel'nred by the E'lorida Depar.tlllent of Agriculture
and Consumer Affairs, 1.f the appllcaut Is someolle other that the "owner", I cerify that I
have obtained a copy of the above descrlued documellt alld promise in good faith to deliver
it to the "owner" prior to cOllunencemeut.
E, CON'l'nAC'l'OH' S/OWNE:H' S 1\E'E'llJl\Vl'l'
I certify that all the In[onl1otloll 111 tills appl.lcatloll is accurate and that all work will.
be done In cOlllpllance with all applicable laws regulating construction, zoning, and l.and '
development,
Application is hereby made to obtain a permIt lo do work and installation as indibated. I
certify that 110 work or installation has cOllunenced prIor to issuance of a permit and that
all work will ue performed 1:0 meet st-ondanls of ail lRws regulating construction, City
codes, zoning reguiat.l.ons, and laud development regulations in the jurisdiction. I also
certify that 1 understalld that the regulatiolls of other governmental agencies Inay apply to
the Intenued work, and that It is mv responalblllty to Identify what actions I anust take to
be in compliance. Such agencies Jncluue uut ate no\: lImited to: *Uepartlllent of I
Ellvirolllnelltai negulatlon-Cypress Bayheads, Wetiand l\reas and Environmentally Sensitive
Lands, Water/Wastewater 'l'realmellt
*Southwest Florida Water Management lJlstrlct-Weils, Cypr.ess 13ayheads, Wetland Areas,
Altering Watercourses
"ArIllY Corps of EngIneers-Seawalls, lJocks, Nav.Lyable Waterways
"lJepartment of Health & nehabllltatlve ServIces, Euvlrolllnental Health Unit-Wells,
Wastewater Treatment, Septic Tall'~s
loU, S, Envi rolimell tal I? ro tectioll l\qellcy-l\abes t Ofl nlln I:ell\ell t
I also certiCy that, If fLU ",ater.!nl .In to b,! used 111 Il'loud Zone "/\" 0.1: "A,e\:c.", it is
understood that a drainage plan addressillg a "compensat:ing volwlle" will. be submitted whiah
is prepared by a professional ellglneer registered 111 lhe State of Florida prior to pl!u:mit
issuance,
A permit issued shall be COliS trued to be a licellse to proceed with the work and not as
authority to violate, callt~el, alter, or set aside nny provisions of the technical codes,
nor shall issuance of a permIt prevent the Building official from thereafter requiring a
correction of errors in plaiis, construc\:ion, 0.1: violations of any code. Every peotanit:
issued shall become invalld unless the work authorlzeu by such permit is cOllanenced within
six lIIonths of issuance, or if work authorized by the permit is suspended or abandoned far a
period of six 1II0nths after the time the work is cOl1unenced, One 90 day extension of time
lRay be allowed for the pennit with fee charge of $15,00, '1'he extension shall be .requested
in writing to the Building OfficIal. I\n approveu InspectIon lUust be logged during each six
lIIollth period, or the pr.oject will be conllJ.del:ed nbnndolled,
WJ\/UHNG '1'0 OWNlm: 'foun E'l\lI"UHl1.: '1'0 m;:COHU J\ IWTICr; OF' COHMENCEMEN'l' MAY RESUL'l' IN YOUR 1
PAYING TWICE E'On IMPnOVE:MENTS '1'0 YOUn I? I\OPEI\'I'Y , 1. F' YOU IN'I'ENIJ '1'0 OB'1'AIN FINANCING, CONSULT'
WITH YOUn LENUEI\ on /\N J\'l"l'ul\NEY BEFunE I\I!:CunUING youn NOTICE OF COMMENCEMENT. 01088 UNDER'
$2,500 iN VALUE UO N01' NEEIJ '1'0 "ECOl\U J\N\) POS'1' J\ "NO"I'ICE OF COHMENCElHEN'r"_
fluhJect to "deed restrictions" which
unuerslglled assullles responsibility for
,I,
,!
I., '
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1"
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I
STATE OF FLOIUlJA R
COUNTY OF abeo
'I'he foregoing illS trulllell t wa~,\ acknowleuyeu
Before lIIe this ~day of rvov'ew-ber, 1:r~
by t-'br+<-j M()nburl"v---
~/ (lIallle of persoll nclwowJ.edgedl
~who is persolially knowlI to me, or
!J'J'I\'J'~-: 01" E'LOIUIJA
COUIlTY OF ? a,5C 0
The foreyolng instrument wa, acktowledged r I
Before lIIe this ~ay of ~ mlif'u....tae1, _~
by Marf1 \'\A.o."",- ((e"-" ' .
._./ (nallle of person acknowledged) .
~ho is personally known to Ine, or
o who has produced
(type
and J2!dld 1I0t
ot idelltiflcatlonl
. ke an oa th,
U who has produced
(type of
and ...eaid not
Ci/z.~
0' person taking acknowledgment
9i
sl
,'i~~.'.'!:;;"" S~z~ nne 8a hr
~~"i.&'1f~~CommISSlon # CC 790817
~'!l-!",~,{:;[: Exriw W1V. 15,2002
"'~~'ij;'.;i.W:,::', \;, ',c.J THRU
"".,npt.lr. AfLAt"llC -JONDING CG.. tNC.
lIollle typed, printed or stamped
",,\\~U~;;I.f... S UZ:}!l neB a h r
:=~1";b"~(:':.Commission # CC 790817
~;~.A);~ E-,pi!.< ~'!0\/' 15, 2002
O;'?1........&~' THRU
...",,~~,;;\...'.. Al I'" i! lC ~)-_JNDI"JG CO., INC.
:
Name typed, prInted ot stalllped