HomeMy WebLinkAbout02-1335
BUILDING PERMIT
Permit N2
CITY OF ZEPHYRHILLS
(813) 780-0020
1335
Date
?-g- o~
5":1 '5D
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Property Owner:
Job Address:
Parcel 1.0. #
Zoning: Energy Code:
Descriotion of Work ----teflA-C.R C)CI ~-I ( ,;;, b
Je.OA1 ~~p
:)5tJ<f S 57',
Water Conn:
Water Meter:
T.I.F.'s:
. ~adon ~s: ~
r~ CI1r!o5(/f"e
FINAL
C.O.
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.
DATE
Inspector
Valuation or
Contract Price
d{ 3 q 0 ' {'YO
Permit Fee
ji50
R
City license Registration #
State Certified license#
~ignatur~ '
Comp@!!y
Address
'\.J'elephone#
W-J.-rz/
II/lW/oty IJlv~Al.
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Tp. Servo
Rough In
Meter Can
Canst. Pole
Pool
Pre-Meter
Final
/
/
/
f
SLB
Tub Set
Water
Sewer
Final
Ftr.
Pre SLB
lintel
FRM.
Insul. CL
WL
I
I
!
I
Breakers
Ducts Insl
Com pre sor
Final I
/
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of twenty-five and 00/100 Dollars ($25.00) 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.
-yt71YJ f/-,J/
. {'-Tit sT
SSD~ ~
2-- Jl.1/;
PARCEL 1.D.
...,~
~ J TF. I'I.AN
(RESIDENTIAL USE ONLY)
, I
~
SEC
1iL
l'WP
K
RNG
O() / D
SUBD
~
BLOCK
o/]I
LOT
DATE:
All drawings shall be drawn to scale or fully dimensioned for all parcels.
~-r ,S1H,sT
1\/
I-:}
~
I
100
-" !?
~ Jpt. EfuT
~1>A'v -'
~~ )-J' I S- /a:
~ ~' /JuLl/- tfvlp 10
0'1
) /
I /0'
7V /1'
tfH~,
I~!'t
1001
/ty41t
~.
h & '""?!/~
V cfJO I
DATE
BUIL!:'ING
snow ALL EXISTING AND PROPOSED STRUCTURES GIVING DIMENSIONS AND SETBACKS. ALSO. INDICATE
ANY BODIES OF WATER, TREES (INCLUDING SIZE, DIAMETER, TYPE), AND ROADWAYS (INCLUDING
NAKES) ADJACENT TO THE PROPERTY. INDICATE THE SIZE, YEAR, AND NAME OF HOBlLE; SUCH AS
12' X 60'. 1981. FLEETWOOD.
ALL "EASEMENTS", "PROPERTY LINES", "RIGHT-Of-WAY", and "JURISDICTIONAL LINES" must be
shown on all site plans.
DO NOT ENCROACH INTO ANY EASEMENT WITH A STRUCTURE.
HOUSE: CO"STRUCTlO,. NoellE: HONE: SE:T-UP
r.a r (.0' ) r.ar (leo' )
~ ~ 150' 40'
III ..... b .....
~ '0 ~ 8 II) a
<II ~ II) b.
z: ~ ~ ~ ~ .::: ....
0 . ~ . . 25' ...-: E:alatin, .
<II '! ... ... !:!z ...
0 .. '; 'i '; I".' ..
CIl:
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r \-
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........
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0-
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I ALUMINUM
IMARK I
DESCRIPTION
I 'JT 1FT I AREA I 'JALL t I FLGE t
STRUCTURAL ITEMS DESCRIBED
ALLOY
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EXTRUSIONS
1. D.
CHART
J
,I
j
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'1
(A) hc2 OPEN BACK 0.276 0.230 0.044 0.044 6063-T6
(B) 1)(3 OPEN BACK 0.384 0.320 0.050 0.050 6063-T6
(C) 3)(2 PATIO BEAM 0.681 0.579 0.050 0.050 6063-T6
(D> 2)(2 PATIO BEAM 0.518 0.44 1 0.044 0.044 6063-T6
(D 3)(2 SNAP BEAM 0.542 0.461 0.041 0.041 6063-T6
(F) 2)(3 PATIO BEAM 0,681 0.579 0.050 0.050 6063-T6
(G) 2)(3 SNAP BEAM 0.680 0.578 0.045 0.045 6063-T6
(H) 2)(4 PATIO BEAM 0.799 0.679 0,050 0.050 6063-T6
(I) 2)(4 SNAP BEAM 0.786 0.668 0.045 0.045 6063-T6
(J) 2)(4 5MB 1.008 0.857 0,044 0.135 6063-T6
(K) 2)(5 5MB 1.092 0.952 0.050 0.135 6063-T6
(l) 2)(6 5MB 1.342 1.141 0.054 0.135 6063-T6
(M) 2)(7 5MB 1.515 1.288 0.057 0.135 6063-T6
(N) 2)(8 5MB 2.147 1.826 0.072 0.224 6063-T6
(0) 2)(9 5MB 2.317 1.970 0.072 0.224 6063-T6
(P) 2)(10 5MB 3.504 3.028 0.092 0.389 6063-T6
(Q) 3)(2 POST BEAM 0.800 0.680 0.070 0.070 6063-T6
(AU) 3)(3 SCALLOPED TUBE 0.596 0.507 .044-.078 .044-.078 6063-T6
(AV) 3)(3-0.093 TUBE 1.256 1.068 0.093 0.093 6063-T6
(A I.J) 3)(3-0.125 TUBE 1.691 1.438 0.125 0.125 6063-T6
(AX) 4)(4-0.125 TUBE 2.279 1.938 0.125 0.125 6063-T6
(AY> 4)(4-0,250 TUBE 4.41 3.75 0.250 0.250 6061-T6
(AZ) 6)(6-0.125 TUBE 3.46 2.94 0.125 0.125 6063-T6
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ANGLES DESCRIBED
(AM 2)(2)(.125 ANGLE 0,569 0.484 0.125 0.125 6063-T6
(AB> 2)(2)(.093 ANGLE 0,427 0.363 0.093 0.093 6063-T6
(AC) hcl)(.062 ANGLE 0.141 0.120 0.062 0.062 6063-T6
(AD> hc2)(.062 ANGLE 0.214 0.182 0.062 0.062 6063-T6
(AD hc3)(.11o ANGLE 0.323 0.275 0.110 0.110 6063-T6
RECEIVING CHANNELS DESCRIBED
(CA) 1.5)(2.125)(.062 0.362 0.308 0.062 0.062 6063-T6
(CB) 1.5)(3.125)(.062 0.438 0.372 0.062 0.062 6063-T6
(CD 1. 75)(3.23)(.110 0.834 0.710 0.110 0.110 6063-T6
(CD> 2)(4.125)(.125 1.157 0.984 0.125 0.125 6063-T6
SUPER GUTTERS DESCRIBED
(GA) 4')(4' EXTRUDED 1.270 1.080 0.070 0.070 6063-T6
(GB) 4')(5' EXTRUDED 1.358 1.155 0.075 0.075 6063-T6
(GC) 4'x7' EXTRUDED 2.342 2.012 0.100 0.100 6063-T5
NOTEI THESE EXTRUSIONS ARE AN .OVERVIE..... OF ....HAT IS READILY AVAILABLE L DOES NOT
HID CONSTITUTE A COMPLETE LISTING OF ....HAT IS AVAILABLE.
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3871 TAMIAMI TRAIL. SUITE E
PORT CHARLOTlE. FL 33952
PHONE: (941) 627-4901
FAX: (941) 824-2382
~ ALUMINUM STRUCTURES MASTER PLAN
IlCDlIIlKDI;, DI:. @ COPYRIGHT AI. DlGJND:RINC, INC. 2002
AI.. ENGINEERING, INC. FLORIDA UCENSE 11441
I
PAGE 36 OF 268
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\.
II
,.
I PURLIN/BEAM TO BEAM CONN.
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lYP. St.AB OR SNAP BEAt.A
I
DETAILS I
DETAIL 0
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W
DETAIL @
t.AINIt.AUt.A 1- CENTER- TO-CENTER SCREW SPACING
t.AINIt.AUt.A 1/2- EDGE DISTANCE
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(SECONDARY)
PURUN/BEAt.A
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o
o
8- x .062 RECEIVING CHANNE lYP.
(SECONDARY) ~ 2 SMS INTO o SMS EACH SIDE
PURUN/BEAU (RIt.AARY BE~t.A SE1ONDAR~/BEAt.A
B011-l SlOES PURUN
2 x 4 St.AB. SB OR PB 4 3
2 x 5 5MB 4 3
2 x 6 St.AB 5 4
2 x 7 5MB 6 5
2 x 8 5MB 7 5
2 x 9 5MB 8 6
2 x 10 St.AB 8 7
SEE SCHEDULE FOR FASTENERS
DETAIL @
lYP. SUB
lYP. SUB PURUN - ( SECONDARY)
t.AINIt.AUt.A 1- CENTER-TO-CENTER SCREW SPACING
t.AINIt.AUt.A 1/2- EDGE DISTANCE FOR 112 SMS '" 1- EDGE DISTANCE FOR 110 St.AS
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lYP. SUB OR SNAP BEAU
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DETAIL @
NOTE: ILLUSlRA TED AS 2x4 5MB SECONDARY
PURUN / BEAt.A
(1) - 110 St.AS OR (2) - 18 St.AS
INTO EACH SIDE OF PURUN
NOTES: t.AINIt.AUU 1- CENTER TO CENTER SCREW SPACING,
PBC t.AINIt.AUt.A 1/2- CENTER TO CENTER DISTANCE FROt.A SCREEN TO EDGE OF t.AEMBER.
lYP. SUB OR SNAP BEAU
I
3871 TAWIAWI TRAIl. SUITE E
PORT aiARlOTTE. Fl 33952
PHONE: (941) 627-4901
FAX: (941) 62+-2382
I
~ .H.UJlINUJI STRUCTURES JUSTER PUN
EN6INEBM.1NC. @ COPYRIGHT AI. ENGINURING. INC. 2002
Al ENGINEERING. INC. flORIDA UCENSE 17441
PAGE 49 OF 266
..~..
-;r:~~'.
FOR
SIDE WALL COLUMN
SCREEN WALL/SCREEN
NON - LOAD BEARING WALLS
ROOF
~1E
~'
ROOFIlEAIot"",
RIDGED BRACING ~
EXAMPlf ~
T~
~~ .~ -1-
1~ II
48' "AX.
:::...r:.::.=
I
· CABlE BRACING
EXAI.IPlE \
N1E~
45~
EDGE
I~
"
~ "AlO"U"
OOJ.JWN
HEIGH
J
I
RDa" a:AM ""'-
'-, T l/"1llV ~
EDGE I ~
i\ --3~ ~ ~l,
RIXD BRAO~ r \ ; ~ =~
.....~ ~~ ~)
I ROOF IlEA.ll SP AN '\. \. I
MANSARD ~,
DETAIL @ · ~~AONG
/
3871 TAUIAUI TRAIl., SUITE E
PORT QiARLOTTE, Fl 33952
PHONE: (941) 627-4901
FAX: (941) 624-2382
~ n.UJlINUJI STRUCTUIUS JUSTZR PUN
ENliKEJINi, INC. @ COPYBIGHT AI. EHGIND:RING, INC, 2002
AL ENGINEERING, !He. FlORlOA UCENSE "'<<1
PAGE 51 OF 266
CHAIR
(~J
ROOF BEAW SPAN
GABLE
DETAIL 0
· CABLE BRACING TO BE INSTAIlfD FOR EAQi 9' (lJi FRACTI~ lH[REOf) CF \fllTICAl WAll HElGlT
MAXIMUM COLUMN HEIGHT
IN DECIMAL FEET
SCREEN WAlLS - SCREEN ROOF
WIND LOADS UP TO 130 MPH,EXPOSURE C
DEFLECTION li80 SPAN<;I2'
DEFLECTION U180 SPAN >12'
SIDE WAlL COLUMN CHART FOR USE IN CONJUNCTION WITH 2x2x.Q4.4 PB PURlIN
SPACING
3'-0'
4'-0"
5'-0'
6'-0"
7'-0"
8'-0"
9'-0"
(D)
2x2 PB
9.40
8.50
790
7.40
7.00
8.70
8.40
(E) (F) (G) (H) (I) (J) (K) (L) (1.1) (N) (0) (P)
3><2 PB 2x3PB 2><3SB 2x4 PB 2x4 SB 2x4 5MB 2x5 5MB 2x8 5MB 2x7 5MB 2x8SMB 2x9 5MB 2xl0 5MB
11.10 13.20 14.30 1660 17.40 19.40 22.30 24.00 24.00 24.00 2400 24.00
10.10 12.00 13.00 15.20 15.90 17.70 20.30 24.00 24.00 24.00 24.00 24.00
930 11.10 12.00 14.10 14.80 18.50 1900 22.30 24.00 24.00 2400 2400
8.80 10.50 11.30 13.20 13.90 15.60 1790 21.10 23.80 24.00 2400 24.00
830 990 10.70 1260 13.20 1480 17.00 20.10 22.80 24.00 2400 24.00
7.90 9.50 10.30 12.00 1280 1410 18.30 19.30 21.70 24.00 2400 24.00
7.60 9.10 9.90 11.50 12.10 1360 1580 1860 20.90 24.00 2400 24.00
INTERPOLATION BETWEEN VAlUES IS PERMISSIBLE.
VAlUES IN DECiMAl FEET.
SIDE WALL COlUMN CHART FOR USE IN CONJUNCTION WITH 2x3x.05O PB PURlIN
(D) (E) (F) (G) (H) (I) (J) (K) (L) (1.1) (N) (0) (P)
SPACING 2><2 PB 3x2 PB 2x3 PB 2x3 SB 2x4 PB 2x4 SB 2x4 5MB 2x5 5MB 2x6 5MB 2x7 5MB 2x8 5MB 2x9 5MB 2xl0 5MB
3'-0" 9.40 11.10 13.20 1430 16.80 17.40 19.40 22.30 24.00 24.00 2400 24.00 2400
4'-0' 8.50 10.10 1200 13.00 15.20 15.90 17.70 20.30 24.00 24.00 2400 24.00 24.00
5'-0" 7.90 9.30 11.10 12.00 14.10 14.80 18.50 1900 22.30 24.00 24.00 2400 24.00
8'-0" 7.40 880 10.50 11.30 13.20 13.1lO 1560 17.90 21.10 23.80 24.00 24.00 24.00
7'-0" 7.00 8.30 9.90 1070 1280 13.20 1480 17.00 20.10 2280 24.00 2400 24.00
8'-0" 8.70 7.90 9.50 10.30 1200 12.80 1410 18.30 1930 21.70 24.00 24.00 24.00
9'-0" 6.40 7.80 9.10 9.90 11.50 12.10 1360 15.60 1860 2090 2400 2400 2400
INTERPOLATION BETWEEN VAlUES IS PERMISSIBLE.
VAlUES IN DECIMAL FEET.
MUL TIPL Y THE COLUMN HEIGHTS BY THE FOLLOWING FACTORS TO GET AlLOWABLE HEIGHTS FOR DIFFERENT WINDSPEEDS
WIND SPEED FACTOR
140 0.95
120 1.05
110 1.10
NOTE: COLUMN HEIGHT MAY NOT BE EXTENDED FROM A VAlUE LESS THAN 12 FEET TO A VAlUE GREATER THAN 12 FEET
THROUGH THE USE OF A MUL TIPlICATlON FACTOR DUE TO THE CODE SPECIFIED CHANGE IN DEflECTION LIMITS.
srCT3'
~x~x.06~
RECEIVING
CHANNEL
2x PB. SNAP OR
5MB C[]lUMN
2x PB. SNAP OR
5MB CHAIR RAIL
INTERl[]R F'ASTENIN
(4) II0x I 1/2' SMS
INTO SCRE\o'BOSSES
EACH SIDE
~x SNAP OR
5MB COLUMN
t
I
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I CHAIR RAIL
CONNECTIONS I
(4) IIOx3/4'SMS
2x PB. SNAP OR
5MB COLUMN
I
1.5'x~.125'X.062'
INTERl[]R 'U' RECEIVING
CHANNEL \0'/(4) IUOx3/4' SMS
2x2 PB
CHAIR RAIL
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EXTERlDR
CHAIR RAIL
CONNECTl[]N
INTERl[]R
CHAIR RAIL
CONNECTION
HIDDEN
CHAIR RAIL
CONNECTION
DET AIL @)
DETAIL @
DETAIL @
f
~x~x.062
RECEIVING
CHANNEL
DBL ~'x 5MB
INTERlDR F' ASTENIN
(4) II0x I 112' SMS
INTO SCRE\o'BOSSES
EACH SIDE
DBL 2'x 5MB
2x PB. SNAP OR
5MB CHAIR RAIL
(4) tlIOx3/4'SMS
(4) tlIOx3/4'SMS
1.5'x~.1~5'X.062'
INTERIDI~ 'u'
RECEIVING CHANNEL
\1/(4) 110)(3/4' SMS
2x2 PH OR
~x3 PH
CHAIR RAIL
EXTERlDR
CHAIR RAIL
CONNECTl[]N
INTERIDR
CHAIR RAIL
CONNECTIDN
HIDDEN
CHAIR RAIL
CONNECTION
DET AIL @
DETAIL @
DET AIL CD
CRCD
3871 T AI4IAMI TRAIL. SUITE E
PrRT CHARlDTTE, F1. 33952
PHONE' (94l> 627-4901
fAX' (941) 6l!4-l!382
~ ALUIIINUII STRUCrnUS IlASTZR PLAN
DIliKDIItG, If<<:. @ COPYRIGHT AI. DCINURlNG, INC. 2002
ill ENGINEERING. INC. FLORIDA UCENSE 17441
PAGE 52 OF 266
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12x3 PE POST/COLUMN TO CONCRETE DETAILS I
DETAIL 0
2500 P.S.I. CONC.
3/8' POVERS VEDGE BOLT CONCRETE ANCHOR
THRU ANGLE (3 1/2' MIN. EMBEDMENT>
2')(3')(.050' PB COLUMN
NOTCH COLUMN FOR BASE PLATE
SCREEN
2')(2')(.125' ANGLE EACH SIDE
1')(2')(.044' DB BASE PLATE <TYP.)
2 EACH 114 )(3/4' SMS EACH SIDE
(SPACED I' D.C. MINIMUM)
',,' .. .
"
4 .,
...
... 4 .
... '
'~
..
...
..
.'
..,
~.
~ '4.J1 - '4
SIDE VIEW
SCREE
~ 2')(3')(.050' PB COLUMN
II (2) 114 )(3/4' SMS EACH SIDE
II (SPACED I' D.C. MINIMUM)
II
II
ANCHOR
4 EACH 1/4' )( 1-112' 110 S.M.S.
THRU BOTTOM PLATE INTO COLUMN
SCREV BOSSES
1/4' )( 2 112' CONCRETE ANCHOR
V 2")(2')(.125' ANGLE
3/8' POVERS VEDGE BOLT CONCRETE
(MIN. 3 1/2' EMBEDMENT>
1')(2' O/B BASE PLATE (TYP.)
2500 P.S.I. CONCRETE
.d
1 1/4' MIN. CONCRETE
, ANCHOR EMBEDMENT
.d . .d~
6' ~MAX SPACING
MAX. 24' O/C
I I NOTCH I
MAX SPACING--4-----,.6' ~ C~'o':'N
- 24' OIC MAX. BASE A
FRONT VIEW
NOTES. mALL 1/4' CONCRETE ANCHORS TO BE POVERS POVER-BO'_ TS <OR EQUIVALENT>
(2) CONNECTION IS GOOD FOR 3,400 POUNDS OF UPLIFT. SPECIAL ENGINEERING IS REQUIRED
TO EXCEED 3,400 POUNDS.
(3) CONNECTION IS BASED ON 3' MINIMUM EDGE DISTANCE AND LIMITATIONS OF SPACING
BETVEEN fASTENERS (MINIMUM 4' SPACING)
PCCD23
3871 TAMIAMI TRAIL. SUITE E
PORT aiARLOTTE.. F1.. 33952
PHONE: (941) 627-4901
FAX: (941) 824-2382
~ ALUIIINUM STRUCTURES JlASTZR PLAN
IIICDIIIIIIIIG. IIC. @ COPYRIGHT AI. DCINURlNG, INC. 2002
AL ENGINEERING, INC. F1..ORIDA UCENSE #7441
PAGE 54 OF 266
I POST/COLUMN TO CONCRETE DETAILS I
DETAIL 0
2")(2')(.125' ANGLE EACH SIDE
OF COLUMN WITH 112)(3/4' SMS
SPACED A MINIMUM OF I' D.C.
(SEE SECONDARY ANGLE SCHEDULE)
2')(4' SB, 2')(4' 5MB OR 2')(5" 5MB COLUMN
SCREEN
2')(2')(.125" ANGLE EACH SIDE
(2)-IU2)(3/4' SMS EACH SIDE
(MIN. l' D.C. SPACING)
3/8" POWERS WEDGE BOLT CONC. ANCHOR
THRU ANGLE L 1')(2" DB INTI] CONCRETE EACH SIDE
(MIN. 3.5" EMBEDMENT>
1")(2' DB BASE PLATE (TYP.)
3/8' POWERS WEDGE BOLT CONCRETE
ANCHOR THRU ANGLE INTO CONCRETE
AT AN EMBEDMENT OF 3.5' MINIMUM
(SEE SECONDARY ANGLE SCHEDULE)
<J
A
· NOTE, DETAIL ILLUSTRATES TYPICAL -
2')(4' 5MB COLUMN CONNECTION
2 .-
MIN.
. 3' MIN.
FROM
EDGE.
OF SLAB
I SIDE VIEW' I
· NOTE' DETAIL ILLUSTRATES TYPICAL
2')(4' 5MB COLUMN CONNECTION
SCREEN
SB, 2')(4' 5MB OR 2')(5' 5MB COLUMN
(2)-112)(3/4' SMS EACH SIDE
(MIN. I" D.C. SPACING)
2')(2")(.125" ANGLE
V3/a, POWERS WEDGE BOLT CONC. ANCHOR
THRU ANGLE L 1')(2" DB INTO CONCRETE
EACH SIDE (MIN. 3.5' EMBEDMENT>
1")(2' OIB BASE PLATE (TYP.)
(2)-ll0xl-1/2' SMS
EACH SIDE
<J
~t 1 1/4" MIN. CONCRETE
~ ANCHOR EMBEDMENT
L~AX SPACING___
24' OIC
2500 P.S.r. CONCRETE
MAX SPACING~I..
- 24' OIC
IFRONT VIEW'I
NOTE. DETAIL ILLUSTRATES TYPICAL
2')(4" 5MB CONNECTION.
N
4
4
PRIMARY
2")(2")(.125" ANGLE
SECONDARY ANGLE SCHEDULE
CONCRETE DECK
SCREEN-........... . ~ ~. , ", ~
,.,' x
tu z . ..
~ ..... (")
lid ....
'!'
TOTAL
11:g;'4"
~'
COlUMN
SIZE
SIol8 OR
S8
2-. 4-
2-. 5-
TOTAl
CONCRElE
ANCHORS
, ...
. ~.
3/B' POWERS WEDGE BOlT CONCRETE
ANCHOR AT 3.5' MINIMUM EMBEDMENT
(2 J/8-
(2) J/8"
N
"-
-
SECONDARY
2")(2')(.125" ANGLE
(SEE SECONDARY ANGLE SCHEDULE)
NOTES, (1) ALL 114" CONCRETE ANCHORS TO BE POWERS POWER-BOLTS
112)(3/4' SMS (OR EQUIVALENT>
24" D.C. FOR 5MB (2) CONNECTION IS GOOD FOR 3.475 POUNDS OF' UPLIFT.
SPECIAL ENGINEERING IS REQUIRED TO EXCEED 3,475 POUNDS.
(3) CONNECTION IS BASED ON 3" MINIMUM EDGE DISTANCE
AND 2' SPACING OF FASTENERS.
IU2 SMS TYP.
(SPACED @ I" D.C. MINIMUM)
PCCD t
2")(4' SB, 2')(4' 5MB
OR 2')(5" 5MB COlUMN
I
VIEW'
TOP
3871 TAUIAUI TRAIl, SUllE E
PORT QiARLOTTE. FL 33952
PHONE: (941) &27-4901
FAX: (941) 62+-2382
~ M.UJllNUJI STRUCTURES JUSTZR PUN
DGIIIDIlIIG. IIIC. @ COPYRIGHT ~ ENGIHKERING, INC. 2002
AL ENGINEERING, INC. FLORIOA UCENSE 17441
PAGE 59 OF 266
,......
lif~"'.': '..' . .~'c,: .,.
I
TOP RAIL/PURLIN/COLUMN
SCREEN WALL/SCREEN
CONNECTION
ROOF
I
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l'x2'x.044'
2'x2'x.044'
SIDE'WALL
PURLIN
I
(4) 1110 SMS EA. SIDE OF PURLIN THRU
2-1/8'x2'x1l8' RECEIVING CHANNEL
(110 SMS TO BE SPACED l' D.C. MIN.)
,
.062' REC.
CHANNEL 'W/ (4)
1110 SMS INTO
EDGE BEAM AND
COLUMN (BOTH
SIDES)
,
II10xl-1I2' SMS
@ 24' D.C. AND
'WITHIN 6' EA.
SIDE OF
COLUMN
2'x2' TOP RAIL
2'x3'x,050' PB COLUMN OR
2'x3'x.045' SB COLUMN
DET AIL @
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110
EDGE BEAM
2'x2'x.044' PB
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NOTCH COLUMN TO FIT
PURLIN ANGLE
t
1
I'x2'x.044' O/B
'W/ 2 #10 x3/4' SMS
112 SMS THRU CHANNEL INTO 2'x2'
#10 x 1 1/2' SMS @ 24' D.C. 2'x3' SB COLUMN
AND 'WITHIN 6' EA. SIDE OF COLUMN
DET AIL @
I
CPCO
3871 TAMlAMl mAil. sum: E
PORT CHARLOTlE. R. 33952
PHONE: (941) 627-4901
FAX: (941) 824-2382
~ ALUIIINUII STRUCTURES IlASTER PLAN
EJIliINEEJlItG, INC. @ COPYRIGHT AI. ENGINURINC. INC. 2002
AL ENGINEERING. INC. R.ORIOA UCENSE 11441
PAGE 72 OF 266
I BEAM TO COLUMN CONNECTIONS I
2' )( 5MB
(SEE ROOf BEAM CHARTS)
1110 )( 1 1/2' SMS @ 6' D.C. EITHER
SIDE Of BEAM AND @ 24' D.C.
SEE FASTENER-L
SCHEDULE BELOW
10 0
(2) ilD )( I' SHS INTO SCREW BOSSES
OF EDGE MEMBER
2)(2 PB
1x2 DB
~ NOTCH POST
FOR 1x2 DB
OVERLAP BEAM
DET AIL
1)(2 DB INTERNAL SCREWED TO 2)(2
WI 2 #10 1 1/2 SMS WITHIN 6" EITHER
SIDE OF BEAM AND @ 24' D.C.
2)(2 SCREWED
INTO COLUMN WI
(2) 1110 >': 3' SMS
1x2 DB INTERNAL SCREWED
TO .2)(2 WI (2)1110 1-1/2' SMS
WITHIN 6' EITHER SIDE Of
BEAM AND 24' D.C.
2)(2 SCREWED
INTO COLUMN
WI 1110 )( 3' SMS
2' )( 5MB
(SEE ROOF BEAM CHARTS)
2)(2 PB
2' )( 5MB
(SEE ROOF BEAM CHARTS)
SEE
FASTENER
SCHEDULE
GUSSET PLATE
MIN. THICKNESS
EQUAL TO BEAM
DETAIL @
o
SEE FASTENER
SCHEDULE BELOW
o
o
o
II
II
II
2)(3 PB, 3)(2 PB
L 2)(4 PB ONLY OVERLAP BEAM
DET AIL cg
TOTAl... , OF OlSTANCE FASTENER FASTENER DISTANCE
FASTENERS TO FRO" VERTICAL HORIZONTAl... FRO"
POST COWPlETE
SIZE CONNECllON OVERlAP SPACING SPACING EDGE
2)(3 PB 16 - 1110 SMS OS I' I' 0.5'
3)(2 PB 16 - 1110 SMS 0.5' I" I' 0.5'
2)(4 SB,PB.SMB . 0.5' I' l' 0.5'
2)(5 5MB 26 - lID SMS 0.5' I' I' OS
2)(6 5MB 28 - lID SMS 0.5" l' 1.5' 0.5'
2)(] 5MB 30 - lID SMS 0.5' I" loS' 0.5'
2)(8 5MB 34 - lID SMS 0,5' I' 1.5' 0.5"
2)(9 5MB 34- 110 SMS 0.5' I' 3' 0.5'
2)(3 PB. 3)(2 PB
L 2)(4 PB ONLY
2)(10 5MB 40 - lID SMS 0.5' I' 3' 0.5'
· GUSSET PLATE MUST BE USED IN CONJUNCTION WITH (18)-110 SMS FOR A 2X4 PB.SB,
DR 5MB FOR ALL SCENARIOS.
NOTES, 1x2 DB AND 2)(2 PB CA~BE ROTATED ON ALL CONNECTIONS DETAILS.
EXAMPLE' USING DETAIL B WITH THE TOP 2)(2 AND 1x2 POSITIONED UPRIGHT AS SHOWN IN DETAIL @ IS
OK. USE FASTENERS SCH ULE OF GUSSET PLATE AS INDICATED.
fASTENERS SHALL BE PLACED A MINIMUM Of .5' FROM EDGE Of BEAM AND fASTENERS SHALL NOT BE
PLACED LESS THAN 3d APART. IF THESE SPACINGS CANNOT BE ACHIEVED. THEN GUSSET PLATES SHALL
BE INSTALLED OR AL ENGINEERING. INC. MUST REVIEW AND PROVIDE APPROVAL.
BCCPCC
3871 TAWIAWI TRAIL. SUITE E
PORT CHARLOTTE, FL 33952
PHONE: (941) 627-4901
FAX: (941) 1124-2382
~ ALUMINUM STRUCTURES JUSTER PUN
ENStfiIIN6.INC. @ COPYBIGBT AI. IDlGINJZIUNG, INC. 2002
AI... ENGINEERING, INe. FLORIDA UCENSE 11441
PAGE 81 OF 266
1:
.i
I
BEAM
tmlE!
ROOF" IJALL BRACING REQUIRED
FOR GABLE, HIP" FLAT.
SEE NOTES BELOIJ
I
I
CAGE BRACING DETAILS
1')(2' O.B. EXT.
I
1
1
(4) IUD SMS
NO BRACING IS REQUIRED IF
POOL ENCLOSURE IS IJITHIN
THIS AREA-EXCEPTION FOR
GABLED
I'll
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.~
II
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TYPICAL TOP STRAP BRACING
PLAN VIEW
EAVE
2')(2')(3/8' ANGLE
VALL BRACING
r .
"
l
I,
, I
, '
TOP STRAPS
'1 I
i-l
TYPICAL WALL BRACING DETAIL
SIDE VIEW - OPTlON "
t:mES!
CORNER CABLES OR RIGID BRACING SHALL BE USED ON ANY IJALL NOT
DIRECTLY FASTENED TO THE HOUSE IN ORDER TO RESIST DIAGONAL STRESSES
DUE TO IJINDLDAD. THESE CABLES SHALL EXTEND DIAGONALLY FROM EACH
CORNER. TENSION SHOULD BE ADJUSTED BY THE USE OF TURNBUCKLES.
TURNBUCKLES SHALL HAVE LOCKING DEVICE TO PREVENT LOOSENING. THIS
STAINLESS STEEL CABLE SHALL BE AT LEAST 1750 POUNDS TEST STRENGTH.
THE BOTTOM Of THE CABLE SHALL BE FASTENED TO THE SLAB IJITH THREE
114' fASTENINGS OR T\(O 5/16' fASTENINGS IJITH A 1/8' STRAP. IJALL BRACING
AND TOP STRAPS SHALL BE REQUIRED.
CBD
l
3871 TAMIAMI lRAlL. SUITE E
PORT CHARLOTTE. FL 33952
PHONE: (941) 827-4901
FAX: (941) e2+-2382
~ ALUMINUM STRUCTURES JlASTER PLAN
0BClIIt6, If<<:. @ COPYRIGHT .AI. ENGINURING. INC. 2002
AL ENGINEERING, INC. FLORIDA UCENSE 17441
PAGE 92 OF 266
I CAGE
BRACING
DETAILS CONT'D I
(4) IUD 1-1/2" SMS
INTO SCRE~ BOSSES
(4) .10x
1-112" SMS
THRU ANGLE
INTO POST
.tiDIES!.
CORNER CABLES OR RIGID BRACING SHALL BE
USED ON ANY ~ALL NOT DIRECTLY FASTENED TO
THE HOUSE IN ORDER TO RESIST DIAGONAL
STRESSES DUE TD ~INDLOAD. THESE CABLES
SHALL EXTEND DIAGONALLY FROM EACH CORNER.
TENSION SHOULD BE ADJUSTED BY THE USE OF
TURNBUCKLES. TURNBUCKLES SHALL HAVE
LOCKING DEVICE TO PREVENT LOOSENING. THIS
STAINLESS STEEL CABLE SHALL BE AT LEAST
1750 POUNDS TEST STRENGTH. THE BOTTOM OF
THE CABLE SHALL BE FASTENED TO THE SLAB
~ITH THREE 114" FASTENING OR T~O 5/16"
FASTENING ~ITH A 1/S" STRAP. ~ALL BRACING
AND TDP STRAPS SHALL BE REQUIRED.
(4) IUOx3/4" SMS
THRU ANGLE
INTD 2x2
TYPICAL 'w'ALL L ROOF BRACING DETAIL
SIDE VIE'w' - OPTION #3
5 3/4" x l' x 1/8
GALV. STRAP PLATE
5/16" ANCHOR BOLT
(EXPANSION BOLT)
EXIST. 3 1/2" CONC SLA
3/32"~ S/S CABLE
..
.10 - 6"x6" ~ELDED
~IRE MESH
...
..
. '.
.' .. ..6
... .
...
'..
'..
..
LOOPED CABLE
, 4...
3/8"x2-3/4" CONC. EXP. BOLT OR 1/2"x2-3/4"
RA~L SPIKE EMBEDDED INTD CONCRETE
CONCRETE/ STRAP DETAIL
SIDE VIE'w' - OPTION #1
CONCRETE/ LOOPED CABLE DETAIL
SIDE VIE'w' - OPTION #2
'.:SDCON'T
1871 TAMIAWI TRAIL. SUllE E
'CRT CHARLOllE, Fl. 33952
'HONE: (941) 627-4901
'AX: (941) 82+-2382
~ ~ ALUJIlNUJI STRUCTURES JUSTZR PUN
~ K. @ COPYIlICHT .AI. EHGINDRING, INC. 2002
Al ENGINEERING, INC. Fl.ORIDA UCENSE 17441
PAGE 93 OF 266
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OWNER'S NAME =; ? A~I
,
JOB SITE ADDRESS S.s-"ot
CITY OF ZEPBYRHILLS PERMIT APPLICATION
BUILDING DEPARTMENT 5335 8~ STREBT ZBPHYRRILLS, FL 33540
Phone:813-780-0020 Fax:813-780-0021 /' ~ ..,L ..", ")
DATB RECBIVBD (; c::o( ~ -v-.....
PLANS RBVIBW FBE
;#//
rrtl ff
PHONE CONTACT '? po zjkJ;:!
LEGAL DESCRIPTION: LOT (S) /:.1'1 BLOCK ef Y SUBDIVISION
PARCEL ID # /- ;26~ ;:J../ - 60/0 -. 66:00 - &'...2/ (OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: ONEW CONSTRUCTION
OSIGN
o ADDITION
o MOVE
o ALTERATION
o DEMOLISH
o REPAIR
l;t INSTALL
PROPOSED USE: (]SGL FAMILY DWELLING
OMULTI - FAMILY
0# OF UNITS
o MOBILE HOME
~ OTHER
o COMMERCIAL
o INDUSTRIAL
o SWIMMING POOL
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK R~#~' /3U./71qj
./
.f6,D . /?y3'L
~ ~O..J/ /&C c:.../ ~
/"2 --S"~
SQUARE FOOTAGE j 00 -
~!~
BUILDING SIZE
HEIGHT tS -:.. ~ ,;
RESIDENTIAL:
COMMERCIAL:
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS,
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REQUESTED
o BUILDING
$ ?-J9C)~
VALUATION OF TOTAL CONSTRUCTION
o ELECTRICAL
AMP SERVICE
o FLORIDA POWER
o W.R.E.C,
o PLUMBING
o MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION: 0 BLOCK
o FRAME
o STEEL
o OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAO YES 0 NO
BUILDER COMPANY ~ ~ ./1/::{.."....;.
~ STATE CERT OR REGIST # -4Y/"~fL2..k/
SIGNATUR~ . CITY PROCESSING # /6~
-~*~***************************************************************
ELECTRICIAN
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
******************************************************************
PLUMBER
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
MECHANICAL
******************************************************************
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
OTHER
SIGNATURE
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
*****************************************************************
CONDT-TIONS OF PERMIT AFF:.DAVIT
A, NOTICE OF DEED RESTRICTIONS
The undersigned understands that th:Ls pE:rmit may bl~ sub:ie:ct: to "deed restrictions" which
may be more restrictive than City r.~gulclt:ic>ns. Thl~ undtH:signed assumes responsibility for
compliance with any applicable deed rest:ric:tions.
B. UNLICENSED CONTRACTORS AND CONTHACTOR RESPONSIBI LITU:S
If the owner has hired a contract.or or eont.ractors tD undertake work, they may be required
to be licensed in accordance with s1:ate and local reguhlt.ions. If the contractor is not
licensed as required by law, both the owner and contract:e.r may be cited for a misdemeanor
violation under state law, If the owner or intended cont:ractor are uncertain as to what
licensing requirements may apply fox: the intended work, t:hey are advised to contact the
City of Zephyrhills Building Department, 813-788-6611.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the "Contractor Sections" of this application for which they
will be responsible. If you, as thl~ owner signs as the contractor, you are indicating that
you, rather than the contractor, art~ responsible for the work. If the contractor wishes
you to sign as contractor that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction
lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the "owner", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the "owner" prior to commencement,
E. CONTRACTOR' SImmER'S AFFIDAVIT
I certify that all the information.in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development,
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that'I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S, Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone "A" or "A,etc,", it is
understood that a drainage plan addressing a "compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
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. JOBS, UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOT F COMMENCEMENT",
CONTRACTOR
OWNER OR AGENT
acknowledged
, 1 !it-
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this -----Pay of
by
ATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _ day of
by
acknowledged
, 19
(name of person acknowledged)
Owho is personally known to me, or
(name of person acknowledged)
[1ho is personally known to me, or
of identification)
take an oath.
o who has produced
(type of identification)
and who Odid []::lid not take an oath
o who has produced
(type
and whoD did Ddid not
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
"
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