HomeMy WebLinkAbout134 Crown Colony WayPermit # : V ('0 ' q f O
Job Address: 0LI C MW
Description of Work: In s}ci i
Historic District:
RECEIVED
CITY OF SANFORD PERMIT APPLICATIONT(
Date: cb Db l 2W(SEB 16 2006 Zoning:
Value of Work: S 4 / Jci , c o 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 Cale. 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: Construction
Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #:
Owners
Name & Address: Contractor
Name & Address: 121h
01PY14w, Phone &
Fax: Bonding
Company: Address:
Mortgage
Lender: Address:
Architect/
Engineer Address:
Attach
Proof of Ownership 1&
Legal
Description) Phone: (
0 3 • y i All +
M.)YU State License Number: Contact
Person: 1 1 vyi (i it Y('_' Phone:
Fax:
Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance
of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR
CONDITIONERS, etc. I
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, there 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 verification that I vAnptifyfioe ow/or of the property of the of
Owner/Agent Iw_ - - - -
w
PC" Marlette R Mosley ..ar Marlette R Mosley X
Md gMy Commission DD191455 po, w Commission
OD191455 Owner/Agent is Personall Knoor Contractor/A ent is N aPersonall e r Produced [
D} t x ,1Expires July 08, 2007 _produced ID f Expires July l>B, 2007 i-- APPLICATION
APPROVED
BY: Bldg: Zoning f Utilities: FD: Initial & Date) (
Initial & D te) (initial & Date) (initial & Date) Special Conditions:
JJ
loll If 11111 Illii 110111111111111 It 11111 Ili Ili III II I11 If III I fill
i 4 C11 V:
A 5Z-?-? ''NOTICE OF COMMENCEME YANNE MORSE, CLERK OF CIRCUIT COURT
SEMINOLE COUNTY
Permit No. BM. r#yAoPXC ?596 g ! i pp?
State of Florida CLERK' S # 2Or,602i 5 345
County of Seminole RECORDED 02/ 16/2006 10,13:21 AN
RECORDING FEES 10.00
The undersigned hereby gives notice that improvement will be made to certai! Fffi%4'P&W+1>it accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
1. Description of property: (legal description of the roperty and treet address if qvailable)
I rc ids ('>`v
2. General description of improvement: C?-i ` G--fei'7 e'yy `csl rc a 3.
Owner information f
f a.
Name and address r\(
i-I j ._ b.
Interest in property II c.
Name and address of fee simple titleholder (if other than Owner) 4.
Contractor a.
Name and address k=( ^'1%1' 11 L, b.
Phone number ;'j • ' -' C Fax number 5.
Surety a.
Name and address C
b.
Phone number _ c.
Amount of bond Lender
a.
Name and address Fax
number b.
Phone number Fax number 7.
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section 713.13(1)(a)7., Florida Statutes: a.
Name and address b.
Phone number 8.
In addition to himself or herself, Owner designates Fax
number of
to
receive a copy of the Lienor's Notice as provided in Section 713.
13(1)(b), Florida Statutes. a.
Phone number Fax number 9.
Expiration date of notice of commencement (the expiration date is 1 year from the date of recorT
nless
a different date
is specified) Signature
of 0 r Swo
to ( affirm d) d subs ed be re me this dayof .V L t >; \ , 20` by Personally Known
OR Produced Identi catio Type of
Identification Produced 1 Y , o Nl3rlette R Mosley My Commission
DD181455 id res
July (18, 2007 as L`
KfIfII ,`Qpy MARYANNE MORSE
Si attire
of Notary Public, State of Florida. CL ERK 0 IRCUIT OU&'li Commission Expires:
SEM1 0 0 TY. PR1 DEfplvCLM- -.
111897
1MAM 1 ' 34;,U) SAALtIj :
Date: Feb C912QC(D
I hereby name and appoint O- 1e` Mosle
Of m C CLQ,1 to be my lawful attorney
in fact to act for me and apply to L±j Dl - S ar fc1 -d for
a bac en 2Y dQ,5uLK j2LYM L+ pezmit for work to be performed
at a location de mlxd as: Section TowasL, iip' Rmp
Lot c Block subdivision C v W n
I -w Carow n Cocornv vaQ San orc
Adderss ofJob) .
M1 hew Crown Now YN% .<Safkv-d
owner of ftva W and address)
and to sign my namne and do all things =cessary to this appointment.
Ed nnc n6 12. Smn . - - ooo I CfMcwftim ix
of Ackaowledge& Sworn
to
and sub=*W before me this Jq* Day
of TARY PUBU§ATAh Vera L.
Lovelace Noury Public,
Stye ofMan&W/COMMISSIOn # DD471107 Bonded Thrt
UeS::peSEP
i12,
ng
Cu
009
seal) My
Commission
Expires: (,
f OQ JJU I
PLOT PLAjN or MARONDA HOMES. INC.
DESCRJP7 _ LOT 22 CROWN COLONY SUBDIVISION
RECORDED AT 6 ! PAGE(S)
76 thN 78 PMIC 1E S
SEMINOLE C"Ty FLOR>DA
LOT , D O C K ' D' NOW 1 146V LM89•K42 • D
IMMILDEPLA21i26.50' rMC ARDOR 0
1ON - c LOT 20 , a I 504. 42'
S3'
W 48.58' 6 Np actoo
7
a H1j I41 a s'
Ta
m GN+I?RC xAu
I I l2.DD'
LOT
23
LOT 21
I. I '- W ci
e
I
P. • M
DEL:GEORGETD'WN -
A" Z (4 -2) BLOCK
FINISHED FLOOR ELEVATION : Wp.
gB OKAINAGE
74PE "A" ^ WM
PODL BAT14 LWV-
r"xl 6 I /
O'r¢'GGItifG
f477O r2. DD' t2 . G
1 1 tte' t R—
125.00' CoNc . p—08*521251
I o B.LDCIC
ARC-19.
36' o
CH.— 19.34'
I 1 Ia u.
E. 504.
14'26'W
rk tiID 500* 1
1'
46'E 55.62' r O CURB INLET
PER. GRADING PLAN s CROWN
COLONY WAY 500111441
q F.T.
M97M. FLOW MN 1.
BEARINGS ARE BASED
ON INE CENTERUrE OF BASED ON THE AL E MGENCY Ot"NG SETBACKS CROON COLONY WAY KING
SOO'11'461C. MANAGEMENT AGENCY FLOW INSURANCE FRONT. 25' 2. ELEVATIONS AND LOT
ORAMACE TYPE SHOMN RATE MAP, TILE STRUCTURE REAR. 20' HEREON ARE BASED ON
SITE ENGINEERING SHOW HEREON DOES NOT LIE 1MMW SIDE. 7.5' PLANS FOR THE PROJECT.
A BUILDING TIES ARE
TO FOUNDATION. THE 100 YEAR FLOOD
HAZARD AREA. TMS STRUCTURE LIES M
ZONE ' X '. Spoc STREET. 20' 4. PLOT PLAN ONLY.
LOT HAS NOT BEEN STAKED COMMUNITY PANEL NO 12028Y WOO E BUILDING LAME. 60, nN THE FIELD. EFFECTIVE
DATE. APRIL 17, 1065. . 7WS IS NOT A
SURVEY. MAP REVISION DALE: LOT 22 CONTAINS SUBJECT TO CHANGE) IQ020
SQUARE FEET/0130 ACRES r/- PIE UNOERSGWO AND CAVONE,
INC. LAND SURVEYORS and MAPPERS MAKE NO RESERVATIONS OR GUARANTEES AS TO THE INFORMATION REFLECTEO HEREON 1'4.swlrn ww! ,.11 /d I..C4• .0 W r N7CWYN TR r.w. .. ...,r.. r,. ..,. .,.
w ww rn •..w..r ..w.
Matt Hafford 10' x 24' Screen Room 1/4" = 2'
134 Crown Colony Way
Seminole County
Ed Senez Aluminum
720 N. Volusia Ave.
Orange City, FL.
Layout: M.W.S. (2/3/06)
HOST
3"
Elite
Room
25'
00
Top View
3"
Elite
Room
0
2x:3) Edge Beam
N N
72"
N N N
7-0nO
24'
Front View
1
INTERIOR BEAM (SEE TABLE
3A.1:
ALUMINUM ROOF SYSTEM
PER SECTION 7
RIDGE BEAM (SEE TABLES
3A.1.4)
ACRYLIC & VINYL ROOMS I SECTION 3A
HOST STRUCTURE OR
FOURTH WALL FRAME
PANS OR PANELS
ALUMINUM ROOF SYSTEM
PER SECTION 7
CARRIER BEAM POST
SOLID ROOF ENCLOSU
SCALE: N.T.S.
HOST STRUCTURE OR
FOURTH WALL FRAME
USE BEAM TO WALL DETAIL
TYPICAL GABLE SOLID ROOF ENCLOSURE
SCALE: N.T.S.
I3y cows y w4
Lawrence E..Bennett, P.E. FL # 16644
CM EN804+- DEVEt0FN W COFIMMW
P.C. BOX 214W 80WM DAYMK FL WM
TB.EPHONE: W WWN
FAX MM7W 4W
COPYRIOFRn" I
PAGE
NOT TC BE REPR WUM IN WIU" IN PART WITHOUT THE WRFTFEN PERMIBBION OF uWREN Z E BENNErf, P.E 3A-1
SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS
EDGE BEAM (SEE TABLES
3A.1.1 & 3A.12)
LW` FOR
MAXUPRIT HEIGHT /
h) 1 x 2' k--
MIN. 3-1/2" SLAB ON GRADE 1RIES
OR RAISED FOOTING FOR
FOOTINGS SEE DETAILS TYPICAL
SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37, 38,39) W/
SOUD ROOF TYP. FRONT VIEW FRAMING HEIGHT
OF UPRIGHT IS MEASURED FROM TOP
OF 1' x 2' PLATE TO BOTTOM OF WALL BEAM) LW
LOAD WIDTH FOR
ROOF BEAM ALTERNATE CONNECTION P/
r 7/z 0 FASCIA ALLOWED SIZE
BEAM AND UPRIGHTS I (SEE
SECTION 7 FOR DETAILS) SEE
TABLES) O.
H. F v SOLID
ROOF O cog
NO
MAXIMUM
y ELEVATION SLAB
OR GRADE) P =PROJECTION
FROM BLDG. VARIES VARIES
LW = LOAD WIDTH NOTES: P'
VARIES 1. ANCHOR
1' x 20 OPEN BACK EXTRUSION W/ 1/4' x 2-1/4• CONCRETE FASTENER MAX. OF Z-W O.C. AND W/
IN 8" EACH SIDE OF UPRIGHT ANCHOR 1• x 2' TO WOOD WALL W/ #10 x 2-1/2• S.M.S. W/ WASHERS OR #
10 x 2-1/2' WASHER HEADED SCREW 2'-V O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR
W/ ANCHOR CUPS AND (2) #8 SCREWS W/ WASHERS 0 EACH POINT OF CONNECTION. 2.
SELECT
FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P2 + O.H. 3. SELECT
SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS
BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 -
123
130 140 150 8 010
2 TYPICAL SCREEN
ROOM SCALE: 3/
18• =1' W Lawrence E.
Bennett. P.E. FL # 16644 amefoom-ayso-
AwOp119arw P.O.
om m4m sour" DA1Wmik m a121 TRWAM. (^mar4
FAx. mo
mon PAD[ 4
w ®
COPYItl011T>o0M1
3A-2
NOT 70 N WWDa= w WHOLE OR 01 PART WRiKW THE WMrM PM=8M OF LAWMMM E, BENNE", P.E.
SECTION 3A SCREEN, ACRYLIC & VINYL ROOIAS
ALTERNATE CONNECTION
DETAIL 1' x 2' WITH
3) #10 x 1-1/2' S.M.S. INTO
SCREW BOSS
2) #10 x 1 1/2' S. M. S. INTO
SCREW BOSS
ANCHOR 1" x 2" PLATE TO
CONCRETE W/ 1/4" x 2-1/Y
CONCRETE ANCHORS WITHIN
6" OF EACH SIDE OF EACH
POST AND 24.O.C. MAX. .
MIN. 3-1/2' SLAB 2500 PSI
CONC. 8 x 6 -10 x 10 W.W.M.
OR FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
BEAM/HEADER
ANGLE CLIPS MAY BE
SUBSTITUTED FOR INTERNAL
SCREW SYSTEMS
MIN. (3) #10 x 1 1/Y S.M.S.
INTO SCREW BOSS
1' x 2" EXTRUSION
1-1/r MIN. IN CONCRETE
ALTERNATE HOLLOW UPRIGHT TO BASE AND
HOLLOW UPRIGHT TO BEAM DETAIL
SCALE: 3' =11-V
HEADER BEAM
ANCHOR 1' x 2" CHANNEL TO
CONCRETE WITH 4) #10 x 1/2' S.M.S. EACH SIDE
1/4' x 21/41CONCRETE OF POST
ANCHORS WITHIN 6' OF EACH 42' H43AR OR GUSSET PLATE
SIDE OF EACH POST AT 24'
O.C. MAX. OR THROUGH 2' x OR 2' x 3' OR 2' S.M.B.
ANGLE AT 24.O.C. MAX. POST
MIN. (4) #10 x 1/2' S.M.S.
MIN. 3-112' SLAB 2500 PSI EACH POST
CONC. 6x6-1000 W.W.M. OR
FIBER MESH
1" x 2' EXTRUSION
VAPOR BARRIER UNDER I ' & 148' MIN. IN CONCRETE
CONCRETE
ALTERNATE PATIO SECTION TO UPRIGHT AND
PATIO SECTION TO BEAM DETAIL
SCALE: 3" = l'-W
Lawrence E. Bennett, P.E. FL # 16644
CM eV NM - DEM&MAW CC MBIA.TAW
P.O. o=m4m=m QI1Wm4%m=m
MRMP M W%W-M4
FAX WM MM
PAM
Q COPY10011f M 1
3A-4 WrTo W FMNW = Nl W"= oR IN PART Wff"=THE WMWM M WBW= OF LAWW= E W9M". P.E.
SECTION 3A SCREEN, ACRYLIC 8 VINYL ROOMS
EDGE BEAM
1' x 2' OPEN BACK ATTACHED
TO FRONT POST W/
10 x 1-112' S.M.S. MAX. 8"
FROM EACH END OF POST
AND 24' O.C.
FRONT WALL GIRT
1" x Y OPEN BACK ATTACHED
TO FRONT POST W/
10 x 1-1/2" S.M.S. MAX. 6'
FROM EACH END OF POST
AND 24' O.C. 1'
MIN.
SCALE: 3' a 1'-W
Lawrence E. Bennett, P.E. FL # 16644
CM80NEW-DEYELORWR fCOWLTAW
PA_ .KU214MM MDAYM%FLWM
T8EF110ME: P Oj 1 -aX
FAX; m TO 4m
ALTERNATE CONNECTION:
2) #10 x 1-1/Y S.M.S.
HROUGH SPLINE GROOVES
LIDE WALL HEADER
ATACHED TO I x 2' OPEN
LACK W/ MIN. (2) #10 x 1-112'
L.M.S.
IDE WALL GIRT ATTACHED 1
x 20 OPEN BACK W/ MIN. (3)
10 x 1-1/2" S.M.S. IN SCREW
OSSES
FRONT AND SIDE BOTTOM
RAILS ATTACHED TO
CONCRETE W/ 1/4' x 21/4'
CONCRETE/MASONRY
ANCHORS Q 6' FROM EACH
POST AND 24' O.C. MAX. AND
WALLS MIN.1' FROM EDGE OF
CONCRETE
P
3A-6 I mT To sE mwRwbm IN WHOLE OR m PART wmem THE wmm FERN=m OF LAWRENCE E Emarr, Pa
N
SCREEN, ACRYLIC & VINYL ROOMS
COMPOSITE ROOF PANELS*
4)1/4" x 4" LAG BOLTS W/
1-1/4" FENDER WASHERS PER
4'4" PANEL ACROSS THE
FRONT AND 24" O.C. ALONG
SIDES
2'x2"OR2"x3"HOLLOW
GIRT AND KICK PLATE 2" x Y
HOLLOW RAIL
POST ATTACHED TO BOTTOM
W/ MIN. (3) 010 x 1-1/2'
S.M.S. IN SCREW BOSSES
TYPICAL UPRIGHT DET
SECTION 3A
RISER PANELS ATTACHED
CHAPTER 7
HEADER ATTACHED TO POST
W/ MIN. (3) #10 x 1-1/2" S.M.S.
IN SCREW BOSSES
2'x21,216x3"OR30x2'
HOLLOW (SEE SPAN TABLES)
FOR SNAP EXTRUSIONS GIRT
ATTACHED TO POST WITH
MIN. (3) #10 x 1/2' S.M.S. IN
SCREW BOSSES
1" x 2" OPEN BACK BOTTOM
RAIL
1/4' x 24/4' MASONRY
ANCHOR Q 8" FROM EACH
POST AND 24" O.C. (MAX.)
Lawrence E. Bennett, P.E. FL # 16644
CW 99VeaAM- 0EML0FR4W CONMLrAW
PA. BCD(M4W BOUTH DAW04% FL 32121
TBB'HONE: MR TB aM
FAX: ,lam T'W4=
ME
60PYRIONT mu
NOT TO BE REPRODUCED m WHALE OR IN PART WRHOUT THE WRRTEN PERMI8810N OF IAWRENCE E. mNmrr, P.E. 3A-7
SECTION 3A. SCREEN. ACRYLIC & VINYL ROOWIS
UNIFORM LOAD
SINGLE SPAN CANTILEVER
UNIFORM LOAD
mommommmmmmom
NOTES:
1) 1 = Span Length
2 SPAN
UNIFORM LOAD
j
A B
1 OR SINGLE SPA
UNIFORM LOAD
NOTES:
1) 1 = Span Length
2 SPAN
UNIFORM LOAD
j
A B
1 OR SINGLE SPA
UNIFORM LOAD
A
WAMM,
PAA,
MIN
UNIFORM LOAD
3 SPAN
A B. C D E
4 SPAN
CL = Overhang Length
2) Ali spans listed In the tables are for equally spaced distances between supports or anchor points.
3) Hollow wMalons shall not be spliced.
4) Single span been shall only be spliced at the quarter points and splices shall be staggered.
SPAN EXAMPLES FOR SECTION 3 TABLES
SCALE: N.T.S.
Lawrence E. Bennett, P.E. FL # 16644
OM.ENQS -DVW1UX lAWCON=TANT
P.O. WK 2"M MOUM CAW=&%FL=W
TEEPMONE: WQ) Wr-4"4
FA7C pB h1)7aQaQ
0 00"WBIRW" Ir3A.8 jW To BE REPROOUCEO IN WM W OR IN PART WrrMff THE WRIREN P19008810N OF LWWNCE E BENNETT. RE
SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A
Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions
For Screen or Vinyl Rooms
For 3 second wind gust at 120 MPH velocity; using design load of 13 NSF (43 XSF for Max. Cantilever)
Aluminum An~ RaR_4 T.A
2 x2"x0. rxrxQ.0W
Load
Width (R)
Max. Spa n'L' /(bonding V or deflsctlon' Load
Width "L)
Max. Spa n'L' 1 bendlng V or deflectlon'd
18 2 Span 3 Span 4 Span cantilever
1 & 2 Span 3 Span 4 Span Cantilever
5 5'-1" d 6'-3' d 6'4" d 1'-0" d 5 5'4" d 6'-T d 61-V d 1'-1' d
6 4'-9" d 5'-10" d 5'-11" b 0'-11" d 6 W-W d 6'-3" d 6'4" d 1'-0' d
7 414r d 5'-7' d 5'-W b 0'-11' d 7 4'-9" d 5'-11' d F-11" b 0'-11' d
8 4'-4' d 5'-I' b 1 5'-1" b 0'-10" d 8 4'-T d 5'-0" d F-T b 0'-11" d
9 4'-2" d F-11" b 4'-10" b 0'-10" d 9 4'-0' d 5'-5" d 5'-3" b 0'-10' d
10 4'-0" d 4'-0' b 4'-7" b 0'-10" d 10 4'-0" d 5'-2" b 5'-0" b 0'-10' d
11 3'-11" d 448' b 4!-C b 0'-9" d 11 4'-1' d 4'-11' b 4'-0' b 0'-10" d
12 3'-9" d 4'-" b 4'-2' b 0'-9' d 12 3'-11' d 4'-9' b 4'-7' b I 0'-10" d
3 X x0. x21xO.079
Load
YYldtll (ft.)
Max. Spea n'L' I nding V or defection Load
Width (ft.)1
Max. span'L' I bendlng 'b' or deflection'
1 8 2 $pen 3 Span 4 Span CeMllevar
S 2 Span 3 Span 4 Span Cantilever
5 5'-8' d 7'-1" d 7' 2' d 11-2' d 5 6'-W d 7'-11" d 8'-1" d 1'-3" d
6 5'44" d V4r d W-V d 1'-1' d 6 6'-0" d 71-V d 7'-7' d 1'-2' d
7 5'-1' d 6'-' d F-6" d 1'-0' d 7 5'-9' d 7'-1' d 7'-3" d 1'-Y d
8 4'-11' d 6'-0' d 6'2' b 0'-11' d 8 5'-W d 6'-9' d 6'-11' d 1'-1" d
9 4'-8" d 5'-10' d I 5'-9' b 0'-11' d 9 5'-3' d 6'-V d 8'-8' d 1'-1" d
10 4'-0' d 5'-7' d 5'-W b 0'-11" d 10 5'4' d 612" d 61-V d 1'-0' d
11 4'-0" d 5'-6' b 51-3' I b 0'-10' d 11 4'-11' d 6'-1" d 8'-0" d 0'-11" d
d F-2' b 5'-0" b 0'-10' d 12 4'-W d 5'-11' d 5'-11" b 0'-11' d
2x3xO. 2x x0.
Width (ft.)
SpanV / Mandln V or deflectbn' Load Max. S n'L' /(bond in W or deflection'
1 3 2 Spa 3 Span 4 Span Max.
Cantilever
Width (ft.)1 S 2 Span 3 Span 4 Span CaMllever
d 8'4r b 1'-5' d 5 9'-2' d 11' 4" d 112' b 1'-10' d
8 6' d 8'-" d 7'-11' b 1'-4" d 6 8'-V d 10'-7" b 10'-3' b 1'-9" d
7 6'-4" d r4r b 7'-5' b 1'-3" d 7 8'-2' d 9'-9" b 9'-5' b 1'-0' d
8 8'-1" d 7'-Y b 6'-11' b 1'-2' d 8 7'-10' d 9'-2' b 8'-10' b 1'-7" d
9 5'-10" d 6'-9" b 6'-0" b 1'-2" d 9 7'-0" d 8'-8' b 8'-C b 1'-8' q105'-T d 5 b 6'-2' b 1'-1' d 10 r-r d 6'-2' b T-11" b 1'-5'
11 5'-6' d VAR b 5'-11' b 1'-1' d 11 6'-11' b T-10" b 7'-T
12 5'-0' b 5'-10" b 5'-0' b 1'-1' d 12 6'-0" b 7'-8" b T-3' b I 1'-' d
Notes:
1. Above spans donut bIclude length of knee brace. Add horiaontei distance from upright to center of trace to beam
conrxrotlon to the above spene for total beam spans.
2. Spans maybe interpolated.
Lawrence E. Bennett, P.E. FL # 16644
CIVIL 60^%M-DEVELOPMENTCONSULTANr
P.O. BOX 2143M SOUTH DAYTONA. FL 32121
TELEPHONE: (gee) 7BT.4774
FAX (M) 76746
COPYRIGHT =4
PAe!
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 3A-17
SOLID ROOF PANEL PRODUCTS SECTION T
INDUSTRY STANDARD ROOF PANELS
11--
m
W
12.00'
12" WIDE x VARIOUS HEIGHT RISER ROOF PANEL
SCALE: 3' z V-V
412.00'
12" WIDE x 3" RISER INTERLOCKING ROOF PANEL
SCALE: 3' =1'4r
W
5 T-
12.000
CLEATED ROOF PANEL
SELECT PANEL DEPTH FROM SCALE:
TABLES ALUMINUM SKIN
E.P.S. CORE
SIDE CONNECTIONS VARY
DO NOT AFFECT SPANS)
Lawrence E. Bennett, P.E. FL # 16644
CMENl NMM-DEVEGOP 16vrooNS XT"r
P.O. BOX 21"M BOUTN OAYIONk FL SH21
TELEPHONE (3"M-4"4
FAX (W 7VMm
COPttRIOHf 7004 PAGE
NOT TO BE REPRODUCED IN WHOLE f R IN PART WRHOUT THE WRMEN PERIr un" OF LAWRENCE E. BENNErr. P.E. 7.'I
SECTION T SOLID ROOF PANEL PRODUCT§
COMPOSITE ROOF ANCHORING DETAILS
EXISTING TRUSS OR RAFTER
10 x 1-1/2' S.M.S. OR WOOD
WOOD SCREW (2) PER
RAFTER OR TRUSS TAIL
10 X 3/4' S.M.S. OR WOOD
SCREW SPACED Q 12' O.C.
EXISTING HOST STRUCTURE
WOOD FRAME, MASONRY OR
OTHER CONSTRUCTION
FOR MASONRY USE
1/4' x 1-1/4' MASONRY
NCHOR OR EQUAL Q 24.O.C.
FOR WOOD USE #10 x 1-1/2'
S.M.S. OR WOOD SCREWS
12' O.C.
8 x 1/2' S.M.S. SPACED
0 8' O.C. BOTH SIDES CAULK
ALL EXPOSED SCREW HEADS
ROOF PANEL
EXISTING FASCIA
8 x 1/2' S.M.S. SPACED
0 8' O.C. BOTH SIDES CAULK
ALL EXPOSED SCREW HEADS
W.'
ROOF PANEL
ROOF PANEL TO WALL DETAIL
SCALE: 3' =1'-W
WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE
POSSIBLE ONLY.15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS
SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4'
WASHERS OR SHALL BE WASHER HEADED SCREWS.
HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH or. THE WALL THICKNESS
SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS
SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL
CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC
SECTION 1808 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE.
ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING
CONVERSION:
1100-1231 130 1 140 1 150
08 1 #10 1 #12 1 #12
Lawrence E. Bennett, P.E. FL # 16644
CMENGIA R-DEVROF4IENTOOMATANT
P.O. BOX 21436k BOVIH OAYTONk FL=121
TELEPHONE: (3 ?V-4TT4
FAX MW 767-00
PAGE
COPYRIOHTm"
7-4 NOT TO BE REPROMAM IN WHOLE OR IN PART wRHouT THE WRITTEN PERMSION OF LAWRENCE E. BENNErr, P.E.
SOLID ROOF PANEL PRODUCTS SECTION 7
PAN ROOF ANCHORING DETAILS
RIDGE CAP
8 x 9/18" TEK SCREWS @'
PAN RIBS EACH SIDE —
CAULK ALL EXPOSED SCREW
HEADS & WASHERS
8 x 1/2' S.M.S. (3) PER PAN
AND (1) AT .PAN RISER
ALTERNATE CONNECTION:
8 x 1-1/4' SCREWS (3) PER
PAN INTO BEAM THROUGH
BOXED END OF PAN AND
HEADER
WHEN FASTENING PANELS
OR PANS TO WOOD PLATES
SCREWS SHALL HAVE A
MINIMUM EMBEDMENT OF 1"
CAULK ALL EXPOSED SCREW
HEADS & WASHERS
FOR COMPOSITE ROOFS:
10 x- (t + 1/2") S.M.S. W/
1-1/4FO FENDER WASHERS
Q 12' O.C. (LENGTH =
PANEL THICKNESS + 1")
Q ROOF BEARING ELEMENT
SHOWN) AND 24" O.C. 0
NON -BEARING ELEMENT (SIDE
WALLS)
SEALANT
PAN HEADER (BREAK -
FORMED OR EXT.)
HEADERS AND PANELS ON
BOTH SIDES OF BEAM FOR
GABLED APPLICATION
ROOF PANEL TO BEAM DETAIL
SCALE: 3" = V-0'
PAN OR COMPOSITE ROOF
PANEL
8 x 1/2" S.M.S. (3) PER PAN
ALONG PAN BOTTOM
FOR PAN ROOFS:
3) EACH #8 x 1/2" LONG S.M.S.
PER 12' PANEL W/ 3/4"
ALUMINUM PAN WASHER
ROOF PANEL
PER TABLES SECTION 7)
SUPPORTING BEAM
PER TABLES)
ROOF PANEL TO BEAM FASTENING DETAIL
SCALE: 3" =1'0
Lawrence E. Bennett, P.E. FL # 16644
Cnn eronNEER-DEMOPlIfExrCONSULTANT
P.O. BOX 21438& SOUTH DAYTONA, FL 32121
TELEPHONE: (3!B)7BT-4774
FAX (11W 707-0666
PAGE
COPYRIIIIIfT=4 1
NOT TO BE REPRODUCED IN WVXE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-21
SOLID ROOF PANEL PRODUCTS SECTION 7
MANUFACTURERS PROPRIETARY PRODUCTS
48.00'
1.0 # or 2.0 # DENSnY E.P.S. FOAM & 3105 H-14 OR H-25 ALUMINUM
ELITE ALUMINUM CORPORATION
ELITE COMPOSITE PANELS
SCALE: 3" =1'-0"
Lawrence E. Bennett, P.E. FL # 16644
Elite Aluminum Corporaflon CM6fO14MR-DEVELOPMENT' 0ONSPArANr
P.O. BOX 2143e0. SOUTH DAYTOW FL 32121
Pow
1801 N.W. Oft 9b" TELEPHONE: (3ee)TB 4"4
FL Leuderdeb, FL 3=9 FAX (3W Tel -Wee
Tel: (W) 491-3TW Fert: (04) 4914433
I PAGE
e0PVRMfr Sea I
NOT To BE IN vnpLE OR Sr PART WffHOUT THE WMTTEN PERMISSION OF LAWRENCE En On NErr. PE 7-33
Design Check List fof'Screen / Vinyl Room (oatae 1 of 2
1. Design Statement c
These plans have been designed In accordance with the Aluminum Structures Design Manual. loll
Lawrence E. Bennett and comply with the Florida Building Qode, 200 don, hapter 20 and ASCE
7-98, Table 6-2; Importance Factor 0.77; Exposure B_ or'C'_; 20 MPH MPH for 3
second wind gust velocity load; Open Design pressures can be foun -41:
a. 'S' exposure = PSF for Roofs & PSF for Walls
b.'C' exposure = PSF for Roofs & PSF for Wells
Negative I.P.C. 0.00
For'C' exposure design loads, multipy'B' exposure loads by IA.
2. Host Structure Adequacy Statement:
I certify that I have Inspected the host structure and it Is in good repair and attachments made to the
structure will be Ad.
Phone• v -
Date: ZA/v(,
Contractor S nature
Note: ProJNMon of room *orrr host stxacture shall not exceed 18'.
3. Building Permit Applicatlon Package contains the following: Yes No
A. Project name & address on plans .............................................. VB. Site plan or survey with enclosure location .....................................
C. Contractor's / Designers name, address, phone number, & signature on plans ... .
DNotke of consumer rights attached and Initialed by consumer ....................
EProposed project layout drewing Q 1/8' or 1/1(' scale with the following.......... .
1. Plan view with host structure area of attachment, enclosure length, and
Pvjectlonfrom host structureture ...............................................
2. Front and side elevation views with all dimensions & heights
3. Beem span, spacing, & size 0.e. 2' x 8" x 0.072' x 0.224") ....................
4. Upright height, spacing, & size (i.e. 2" x 8" x 0.072' x 02247 ........ L
5. Chair rail or gift size, length, & spacing (i.e. 2' x 2" x 0.044' x 9-V a a' -a O.C.)
8. Knee braces length, location, & size (i.e. 2' x 3" x 0.045" for 2' x 8' x 0.072' x
0.224" s.m.b.)
4. Highlight details from Aluminum Stnwtures Design Manual: Yes No
A. Boom & pudin tables w/ sizes, thickness, spacing, & spans / lengths. Indicate
Section 3 tables used: .................... ............... .
Seem allowable span conversions from 120 MPH wind zone,'B' Exposure to
MPH wind zone andfor'C' Exposure Tor bad width
Look up open on 120 MPH table and apply the following formula:
r Required Span MPHpan / Height Q 120 MPH
71 1
t
b or d) x (b or d) x (b or d) =
Wind Zone Multiplier' Exposure Multiplier'
B. Upright tables w/ sizes, thickness, spacing, & heights (Tables 3.2.1. 322, or
32.3).............................. ............
Upright or wall member allowable height / span conversions from 120 MPH
wind zone,'B' Exposure to MPH wind zone and/or'C' Exposure Tor bed
widlh
Look up span on 120 MPH table and apply the following formula:
pan / Height Q 120 MPH -1 F Required Span MPH
b or d) x (b or d) x (b or d) =
Wind Zone Multiplier •
t
Exposure Multiplier'
Appropriate multiplier from page 341.
b-6
Deslan Check List for Screen / Vinyl Room (page
Yes No
C. Table 3.3 with beam & upright combination N applicable ..................... .....
D. Connection details to be used such as: /
1. Beam to upright ............................................ .............
Z. Seem towel..........
m..................................................... 3. Beam to bea.............................................................
4. Chair rail, purNns. & knee braces to beams & uprights ........................
S. Extruded gutter connection .............................................
B. U-clip, angles andlor sole plate to deck ............ ... .
E. Foundation detail type & stm..................................................
Notes:
b-7
Inspection Guide For Carports and Screen Glass & Vinyl Rooms (pt! • 1 of 1)
1. Check the building p"It fbr Ow Moviing: Y9s No
a Permit card & address .. ............................................
b. Appm ad drawings and adds Wme as required ................................
c. PM plan or survey...........................................................
d. Notice of conrrrence nw 1 .
Z. Check the approved site dit drawings or shop drawings against tie "Al;
BUILT ab cure for. Yes NoYea
m. Siruc tn's length, projsdiar, plan b height se shown on the plans .................
b. Beam sizes, span, spacing 3 Oft*ft screws (if reWhed)........................
a Pufln ebras, spew a....................................................
d. Upright d=, height, sped ng & dWdIrg swows (If required) .....................
9. Chair fall skM length b spacing . .......................................... .
f. Knee braces are properly installed (It required) .................................
g. Roof penal ohms, length & thidcrress ............................... I .............
S. Check load bearing upright / walls to deck for: Y9a No
a. Angle bracket " b Iftnsas................................................
b. Coned number, ohm a spacng of festnwe to upright ............................
c. Coned number, sips b epor' ng of fasteners of angle io deck and sole plate ....... d.
Upright is anchored to deck 0wougtr brick pavers ten anchors siren go tlxough pavers
irrtc .......................................................... 4.
Check the bad basing bean to upright for: Y9a No w
Rec elver bramino angle or reoslft kennel ems b tMMees .................... b.
Number. star & spacing of acrchora of beam to receiver or receiver to host sbucEure a
Header attachment to host dnxh re or beers ................................... d.
Roof panel oil m i, Id to receiver or host strucue ............................. 9.
M angle brecket we used for hank rg oonnwdorrs6 deck number, stm b thickness offteteners ...... ..................................................... .
f.
Post b beam atfscmenle b slab .............................................. L
Check root panel my Me for. Yea No a.
Receiver bracket, akpl9 or recel ft chennel else 8 lhidkkess .................... b.
Stss, number & gwal -g of anchors of beam tD receiver .......... ............. . c.
Header aftchment to host e1mckne or beam .................................... d.
Roof panel aftolyrrsnt b receiver or beam ..................................... Note:
0-
2
SECTION 7 SOLID ROOF PANEL PRODUCTSt
I
Table T.2.1 Allowable Spans for Elite Composite Roof Panels for Various Loads
Elite Aluminum Corporation
St dinvide Product Approval OFL1049
Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H.25 Foam Core E.P.S. 91 Density
ftw .- Asw ., n OMAR a -..AIM Cw.— f'— C 0 ft nGaW6.—
Wind
Region
Mono -Sloped
Open
Structu121'41'
Sawn Rooms
AMachad Covers
Glass 3 Modular Rooms
Enclosed
Overhang /
Cantilever
All
Roofs
132
span
3
span
2
an span span
2
span
3
span
4
span
100 MPH 21'-4• 2T-10' 27-9• 21'-11' 15'-1' 1r41• IV-r 4'-0•
21'4' 23- V 20'-11• 20'-2' 170 15-' 14'-10' 4'4r
120 WW 274r 4i 19' 15-10' lz-r 17-11' 13'43' 4'-0'
18'-11• IV r 11'8' 1Tr 13'-2• 4'-V
130 MPH 15'4r 20',2' 1' 1r-W I" 11'-1• 17-11• 1743' 4'4r
140MPH 17.4' 13'4i 13'4r' 13'-3' 10'.3' 11'4r' 11'-1• 4'-r
150 MPH 1 1741 1T-W I 17-3' 1 17-4' I 13'4r' I 177 1 V.7 1074E 77 3'-11•
9m r I!M v II O - Oath IF f m ff' s F_P-_ M ff lKKV
Wind
Region
Open Shucurss
Mono43 Roo/
Screen Rooms
3 Attached Covers
Glass 3 Modular Rooms
Enclosed
Oveftng /
Cantilever
All
Root
132
open
3
open
4
spen
182
open_
3
sim
4
sim
2
span 1 3
opon
4
span
100 MPH 24'-11' 2r-11' 2r4r 23-10' 20'41' 26'4i• 18'4r 27-10' 2W-r 4'4r
110 MPH 24'-11' 2r-11• 2r-W 21-11' 24'4r• 23-r 18',2' I IV-T 1 4'4r
120 MPH 27-10' 2W-V 25'4P W-W 27-17I 274' 1414r 1r43• 15'-10'• 4'4Y
123MPH 27-110 2F^-r 24'4r 19'-10' 27-2' 21W 14'74' 18'4r. 15'r W-W
130 MPH 21'-r 23'-r 2Z-10' I1Y-W 20 A V 27-2' 13-r 15-r If-r 4'4r
140MPH 14%W 1" 15'-r 14'-V IW-2' 15'-r 12W 14'r 13%r W-V
150 MPH 14W 10'-r 1 G r I V-V I 18'-2' I 15-r 11' r I T-T I 174r' 4'4r
LM .r An- r II nvaM ads iw m [Swm F_PA_ m nsimnw
Wind
Region
Open structures
Mono-SI Rod
Sown Rooms
3 AMachsd Covers
Gloss 3 Modular Rooms
Enclosed
Overhang I
Cantilever
All
Rook
U2
spen
3
span
4
span
1&2
span
3 1span
4
span
1i2
seen
3
span
4
spon
100 MPH 23'4i W-r 2F-T 2Z-r 24'-11' 24'4' 1r-' 1 19'4r 1s-10' 4'4r
110 MPH 27-V 2W-r 25 i" 20'43• 27-11' 27-r 15'-1• 18'4r 1r-• 4%V
120 MPH 22!-r 24'-11' 24'-1' 19'-1' 21'-4• 20'-r 13'4r 15-' 14'-10' 4'4r
123 MPH 21'-V 23-11' 23'-r 15'43• 20'4r 20'4r 13'-r 14'-11' 14%W 4'4r
130 MPH 19'4r 274• 21W 1r-W 19'0 18'-10• 174r 14'-r 17-r W-V
140 MPH 13NW 15-1' 14' r I T-W 15-1• .I 14' r 111-' I T-r 1741• 41-V
150 MPH 17-C 15-1' 14' T 13'8' 15-1• 14'-r 1a' 12 11'• 4'4r
L .. IYN .. A IMIM aw.r C—ma e C P A N ti uRw
Open Structures
Mono-SI Rod
Sawn Roans
3 AMached Covers
Glass 3 Modular Rooms
Enclosed
Overlong /
Cantilever
AN
Roofs
3
span
4
span
1&2
span
3
spon
4
open
2
span
3
span
4
spon4H24C-r
30-1• 29'-1• 2F-r 28'4r' 2rW 20'-1• 27-• 21'43' a'4r
30'-1• 20=10 23'4r• 28' 254r' 18-r 2d4r 27-1' 4-0'
2r r W4r 21'.4• 23'-11' 27-1' 1545 18'4r' 1 r-11' 4'4r
130 MPH 274T 254r• 24-r 2W-1• 27S 21'-r 1a'-r 1r-W 19-V 4'4r
140 OR 15 T 1r4s 18'-10"' 157 1r-r IV-10• 13W 15.3• 1a'4r' 4'4r
150 MPHI 117 1 1r4i' I 10'-10' I 15 T I 1rF I 15'-10' I Or I
14'-7' 13'4r 4'4r
NOW. TOIaI 1001 Dane1 WWM = noan W1001 + Wad woo +
Adlk Adak
0LawrenceE. Bennett, P.E. FL # 16644
crva SWMEER-VEOROPMWCONMTA T Elite Aluminum Corporation
P.O. BOX 2143M SOUTH DAYTON06 FL XH21 1801 N.W. 84tlh 3bestTOMMONE: M%?v.4Tr4 Pii1°1o°1d1
Ft Lauderdale.
Sired
FAX: (!S) 76T46lf/33309
Tel: (954) 491- 3700 Fax: (954) 491-1433
PAGE
COPYRIGHT 1004 I
7-34 NOT TO BE REPRO"CEO IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E.