HomeMy WebLinkAbout124 Royalty CirCITY OF SANFORD PERMIT APPLICATION
Permit # alsla Date:
Job Address:
Description of Work: gCLK`C.tX` 'QtbO 4%, cffykexr 5'`Gb
Historic District: Zoning: Value of Work: s. 60 _
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 _
Construction Type: # of Stories: ' # of Dwelling Units:
Parcel #: 33 V`4 3 a 5 Q Syo Owners
Name & Address: -Td'CT U-CA Bonding
Company: Address:
Mortgage
Address:
Architect/
Address:
Total
Square Footage: dy700 Flood
Zone: (FEMA form required for other than X) 0 _ (
Attacb Proof Phone:
Fax:
Legal
Description) Application
is hereby made to obtain a permit to do the work and installations as indicated.: l',certify;that no t tt j omenced prior to the issuance
of a permit and that all work will be performed to meet standards of all laws regulating constriiction m
ju
ti6eN1 anderstand'.tha.la separate permit
must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS; FURNACES, BOILERS, HEATERS, TANKS; and- AIR
CONDITIONERS, etc. .fir• s• y;,•;: x
OWNER'
S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and tha[alli'workwill d coaEN
II pplicable..laws••regulating construction
and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE•OF C R S LT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAINFINANCING, L ENDER'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 e fnit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, F 713. lZ-
9-o a 3 0rgn
r of Owner/ ent Date Signature of Contractor/Agent Da c •
a .s> Seen-z P '
ner/Agent' Name Print Contractor/Agent's Name C119laU3ial s(o Signature
of Notary-Sta Signa ureof Notary -State of da Date BARBARA
J. FOLLMAR A;=
MY COMMISSION # CC 947200 i•
EXPIRES: August 23, 2004 Owner/
Agent is _ P d69 µgdA 1RRNoury PutNw underwriun Contractor/Agent is rsonally Known to Me or Produced
ID " • _ Produced ID APPLICATION
APPROVED BY:'BldgD1"L1101 Zoning: Initial & Date)
Special Conditions:
Utilities: FD:
Initial & Date) (
Initial & Date) (Initial & Date) MY CQf,%
4iS510;:::.(: 947203 a: EXPIRES:
Auy1rt'r5, 2%;-i
THIS'INSTRUMENT PREPARED BY:
NAIdE: Building & Fire Inspectiol
ADDRESS: av (,w-C. SEA7INOLECO 7Y 1101 East 15t Stre
0 •e { C.t t— 7G 3
n.air,xs r,en.innr ri o r_e Sanford, FL. 327,
NOTICE 01 COMMENCEMENT
State of Florida County of Seminole
Permit No. Tax Folio No. (PID) 'S o 5 Q S o co o o 17
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter
713, Florida Statutes, the following information is provided in this Notice of Commencement.
DESCRIPTION OF PROPERTY (Legal description of the property and street address)
GENERAL DESCRIPTION OF IMPROVEMENT
GERIVIFU CQPV
MARYANNE MORSE
OWNER INFORMATION CLERK OF CIRCUIT COUn
Name and address 7 —0_1z;c Nlma SEMINOLE COUNTY. FLORIDA Interest
in property (Fee Simple, NAME
AND ADDRESS OF FEE SIMPLE TITLE HOLDER. (IF OTHER THAN OWNER) CONTRACTOR
Name
and address NCc,
Sor,-e-2 GlvAjrv,ntA vry e
7z vo SURETY (
Bonding Company) Name
and address 471
3a 7 4-- I
Ito II III IwMaII IIIIM CLERK
IF CIRCUIT COURT Amount
of Bond HK 05129 Pb 0848 CLERK'
S 0 2003219036 R[-.
LI)RDED 12/ 10/2003 OE s %t 30 PN LENDER
REWIWINS FEES L 00 Name
and address Rf:1111MB 8Y 8 O'Kelley Persons
within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 713.
13(1)(a)7., Florida Statutes: Name
and address Persons
within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided
by Section 713.13(1)(a)7.,Florida Statutes: Name
and address: In
addition to himself, Owner Designates o To
receive a copy of the Lienor's Notice as Provided
in Section 713.13(1)(b), Florida Statutes. Expiration
Date of Notice of Commencement The
expiration date is 1 year from date of recording unless a different date is specified.) of
Sworn
to and su s r ed before me this . \U Day of Y\&%v , U'3 My
Commission Ex i ii
4•., BARBARA J. FOLLMAR MY
COMMISSION a CC 947200 Notary
Public ExPIR S: August 23, 2004 L.. d
80 C Th ty`°dbiio Underwmers _ The
foregoing instrument was acknowledged befor C 0 by F
Q gSI( (Name of person acknowledged), who is personally known to me or who has produced (
Type of identification), as t enh cation and who did/did not take and
oath.
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL DETAIL Back ..
Seminole Ctxtnty
i t1='. •ll
cJir tcra 1 i i
I
tine r. t.,. L
tt • f ii iit
2004 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id: 33-19-30-50S-0000- Tax District: S1-SANFORD
0170
Number of Buildings: 1
Depreciated Bldg Value: $114,620
00-
Owner: VEGA JEFFREY Exemptions: HOMESTEAD Depreciated EXFT Value: $0
Address: 124 ROYALTY CIR Land Value (Market): $21,160
City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0
Property Address: 124 ROYALTY CIR Just/Market Value: $135,780
Subdivision Name: CROWN COLONY SUBDIVISION Assessed Value (SOH): $135,780
Dor: 01-SINGLE FAMILY Exempt Value: $25,000
Taxable Value: $110,780
2003 VALUE SUMMARY
SALES Tax Value(without SOH): $441
Deed Date Book Page Amount Vac/Imp 2003 Tax Bill Amount: $441
SPECIAL WARRANTY DEED 05/2003 04859 0696 $155,100 Improved Savings Due To SOH: $0
WARRANTY DEED 01/2003 04694 0484 $285,800 Vacant 2003 Taxable Value: $21,160
Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LAND LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 17 CROWN COLONY SUBDIVISION PB 61
LOT 0 0 1.000 21,160.00 $21,160 PGS 76 - 78
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 2003 9 2,694 2,250 CB/STUCCO FINISH $114,620 $115,196
Appendage / Sgft OPEN PORCH FINISHED / 24
Appendage / Sgft GARAGE FINISHED / 420
Appendage / Sgft UPPER STORY FINISHED / 1130
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
purposes.
If you recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value.
http://www.scpafl.org/pls/web/re—web.seminole—county title?parce1=3319305QS000001-/... 12/ 18/2003
CREEK ACRYLIC / VINYL,1
IN15MM BEAM TABLES:
CREEN & VINYL ROOMS: i
3.1.3 '
GLASS ROOMS:
PAI tTIALLY ENCLOSED) 3.2.3
ENCLOSED) 3.3.4
1 f
H
PERMIT# b!
I-Flit.rr Coy R
Cl
I
MODULAR ROOMS SECTION 3
I
i
HOST STRUCTURE OR
FOURTH WALL FRAME
1
I
PANS OR PANELS
ALUMINUM ROOF SYSTEM
PER SECTION 7
CARRIER BEAM POST
J .. 1
S f EVIEW I~ PICAL SLO RED SOLID C
OF SANF RD SCALE: N.T.S.
UMINUM R M
PER SECTION 7
RIDGE BEAM TABLES:
CREEN & VINYL ROOMS:
3.1.4
GLASS ROOMS:
TAF TIALLY ENCLOSED) 3.2.4
ENCLOSED) 3.3.5
H
10
F ENCL
I .
STRUCTURE OR
FOURTH WALL FRAME
USE BEAM TO WALL DETAIL
TYPICAL GABLE SOLID ROOF ENCLOSURE
SCALE: N.T.S.
6N.T'
ll &11-
@ C PYRIGHT 2003
N T TO BE REPRODUCED IN WHOLE OR IN PART V
I
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (388) 707.4774 '
FAX (388) 767-6556
PAGE
ruc wRirrEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 3-1
1 •`
V
3 1 SCREEN, AC
L
H*
r 1 / UI
I
7 / HE
VARIES
TYPICAL GLASS R
TYPICAL FRC
HEIGHT OF UPRI(
TOP OF 1" x 2" PLATE 1
LW' LOAD WIDTI
FOR ROOF BEAD
SIZ BEAM AND UPRIGHTS
SEE TABLES)
O.H.
SOLID ROOF
NO MAXIMUM
ELEV TION S OR GRADE) 1C /
VINYL, GLASS & MODULAR ROOMS j
fEDGE BEAMTABLES: SCREEN &
VINYL ROOMS:; 3.
1.1, 3.1.2 GLASS
ROOMS: PARTIALLY
ENCLOSED) 3.2.1, FOR
3.2.2 AX• / (
ENCLOSED) 3.3.1, 3.3.2, 3.3.3 RIGHT
GHT (
h) 1" x 2" MIN.
3-1/2" SLAB ON GRADE OR
RAISED FOOTING iJOM
WITH SOLID ROOF (FOR
FOOTINGS SEE DETAILS PAGE
3-23, 24, 25) T
VIEW FRAMING HT
IS MEASURED FROM I P
BOTTOM OF WALL BEAM) 4
ALTERNATE
CONNECTIONI P/
2' @ FASCIA ALLOWED SEE
SECTION 7 FOR DETAILS) w
O
i
P = PROJECTION FROM BLDG. k--
VARIES
V VO
ES: 'P
1.
A CHOR "x 2" OPEN BACK EXTRUSION W/ 1/ A
D W% I 6" EACH SIDE OF UPRIGHT ANCHOR W
SHER OR #10 x 2-1/2" WASHER HEADED S IN
ERNA Y OR W/ ANCHOR CLIPS AND (2) #8 DN.
i I ONT
WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. REEN
ROOM FORTH WALL BEAM F40M TABLE 3.1.3 AND GLASS ROOM FOURTH WALL i M
TABLE 3.1.5 USING P/2 BASED
ON 120 MPH WIND VELOCITi FOR HIGHER WIND ZONES USE THE FOLLOWING RIES
LW =LOAD WIDTH ARIES
VCREWS
W/ WASHERS @EACH POINT OF I
I
x
2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. 1"
x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/ I REW
2'-0" O.C.. ANCHOR BEAM AND COLUMN 100-
123 130 140 150 8 #
10 #12 # 2 CAL
SCREEN / GLASS SCALE: /
16" = V-0" i
I La
ence E. Bennett, P.E. CIVIL
E GINEER - DEVELOPMENT CONSULTANT P.
O. X 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (
366) 7674774 I FAX (
386) 767-6556 I' I PAGE
Q
COPYRIGHT 2003 3-
NOT TO BE REPRODUCED IN WHOLE OR IN PARTIWITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. i
I CAL
SCREEN / GLASS SCALE: /
16" = V-0" i
I La
ence E. Bennett, P.E. CIVIL
E GINEER - DEVELOPMENT CONSULTANT P.
O. X 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (
366) 7674774 I FAX (
386) 767-6556 I' I PAGE
Q
COPYRIGHT 2003 3-
NOT TO BE REPRODUCED IN WHOLE OR IN PARTIWITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. i
I
I
f
I
I
qCECTIIPN 3 SCREEN, ACRYL IC / VINYL, GLASS & MODULAR ROOMS
LTERN kTE CONNECTION
TAIL 1" x 2" WITH
3) #10 x 1-1/2" S.M.S. INTO
SCREW BOSS
10 x 1/2" S. M. S. INTO
SCREW BOSS
NCHO 1" x 2" PLATE TO
ONCR TE W/ 1/4" x 2-1/2"
CON RETE NCHORS WITHIN
61 OF H SIDE OF EACH
POST ND 24" O.C. MAX.
MIN. 3- 2" SLAB 2500 PSI
CC NC. 6 x 5 - 10 x 10 W.W.M.
OR FIBER MESH
VAPOR BARRIER ER
TERNATE HOLLOI
HOLLOW UPRIG
AOR 1 c 2" CHANNEL TO f
ONCRETE WITH h----
1/4" x -1/4"CONCRETE
ORS W THIN 6" OF EACH
IE OF E kCH POST AT 24"
O.C. M X. OR THROUGH
ANGLE AT 24" O.C. MAX.
4IN. 34" SLAB 2500 PSI
IC. 6x6- Ox10 W.W.M. OR
FIBER MESH
APOR ARRIER UNDER
CONCRETE
ALTERNATE PAT
PATIO SEC
airrence E. Bennett, P.E.
IVIL NGINEER -DEVELOPMENT CONSULTANT
P. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767A774fFAX (386) 767-6556
JPRIGHT TO BASE
TO BEAM DETAIL
3" = 1'-0"
0
BEAM/HEADER
I
i
ANGLE CLIPS MAY BE I
SUBSTITUTED FOR INTERNAL
SCREW SYSTEMS
I
MIN. (3) #10 x 1 1/2" S.M.S.
INTO SCREW BOSS I
1" x 2" EXTRUSION
1-1/8" MIN. IN CONCRETE
HEADER BEAM
4) #10 x 1/2" S.M.S. EACH SIDE
OF POST I
H-BAR OR GUSSET PLATE
2"x2"OR2"x31'OR211S.M.B.
POST
MIN. (4) #10 x 1/2" S.M.S.
EACH POST
1" x 2" EXTRUSION
Y_4
1-1/8" MIN. IN CONCRETE
1
TION TO UPRIGHT AND
FO BEAM DETAIL
3" = 1'-0"
IPAGE3114 11 O
NOT TO BIE REPRODUCED IN WHOLE OR IN PAF T WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I
i
ECTI N 3 1 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS
EDGE BEAM
1" x " OPEN BACK ATTACHED
TC FRONT POST W/
10 x 1-1 2" S.M.S. MAX. 6"
FROM EA H END OF POST
AND 24" O.C.
WALL GIRT
1" x 2' OPEN BACK ATTACHED
TO RONT POST W/
0 x 1-1 " S.M.S. MAX. 6"
FROM EX H END OF POST
AND 24" O.C.
ALTERNATE CONNECTION:
2) #10 x 1-1/2" S.M.S.
HROUGH SPLINE GROOVES
ME WALL HEADER
1TACHED TO 1" x 2" OPEN
LACK W/ MIN. (2) #10 x 1-1/2"
M.S.
IDE WALL GIRT ATTACHED 1
x 2" 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 2-1/4"
CONCRETE/MASONRY
ANCHORS @ 6" FROM EACH
POST AND 24" O.C. MAX. AND
WALLS MIN. 1" FROM EDGE OF
Mtn
1" CONCRETE
MIN. Ill
CAL & ALTERNATE CC
SCALE: 3" = 1'-0"
ER DETAIL
Lawrence E. Bennett, P.E.
CIVIL NGINEER -DEVELOPMENT CONSULTANT
P.O. 3OX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 7674774
FAX (386) 767-6556
I
PAGE
Q COPYRIGHT 2003
3- @ NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
i
REEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS
CC MPOSITE ROOF PANELS:
1/4" x 4" LAG BOLTS W/
1-1/4 FENDER WASHERS PER
0" PANEL ACROSS THE
FIR DNT AND 24" O.C. ALONG
SIDES
x 2" OR 2" x 3" HOLLOW
I GIR[ AND KICK PLATE 2" x 2"
HOLLOW RAIL
POSI ATTACHED TO BOTTOM
MI (3) #10 x 1-1/2" S.M.S. IN
SCREW BOSSES
I
TYPICAL UPRIGHT DIET
SCALE: 3" =1'-0"
SECTION 3
RISER PANELS ATTACHED PE
CHAPTER 7
HEADER ATTACHED TO POST
W/ MIN. (3) #10 x 1-112" S.M.S.
IN SCREW BOSSES
2"x 2", 2"x 3" OR 3" x 2"
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 2-1/4" MASONRY
ANCHOR @ 6" FROM EACH
POST AND 24" O.C. (MAX.)
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA. FL 32121
j TELEPHONE (386) 7674774
j FAX (386) 767-6556
PAGE
C PYRIGHT 2003
N TO BE REPRODUCED IN WHOLE OR IN PART WITHOUt THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 3-1
SCREEN; ACRYLIC / VINYL GLASS & MODULAR ROOMS SECTION 3
i
Table 3.1.1-120 Allowable Edge am Spans - Hollo4v Extrusions
For Screen or Vln I Rooms
For 3 second wind gust -at 120 MPH elocity; using desi n load of 23 O/SF (43 ft/SF for Max. Cantilever)
I uum Inum
2"x2"x0.044"
Load
Width (ft.)
Puloy oven 1-0
Max. Spa V I bending'b'oi dellection'd'
2"x2'z0.055'
Lod Mims an'L' / bendin 'W or deflection'd'
I& 2 Spa 3 Span 4.Sp n
Max
Can lever 2 S ap 3 S anp Span4S Max'
antilever
5
e
4'-2" d
3'-11" d
5'-1" b
4'-7" b
4'-10'
4'-5'
b
b
1'-0' d
0'-11" d
5 4'-5: d
4'-2" d
5'-6"
5'-0" b
5'-4"
b
1=1' d
1'-0' d
7 3'-9" d 41-3" b 4'=1' b 1 0'-11' d 7 3'-11" d W-8.' 'b. 41-6' b 0'-11' d
8 3'-7" -d 3'-11" b 3'-10' b 0'-10' d 8 3'-9" A 4=4' b 4'-2" b 0'-11' d
9 3'A" b 3'-9" b 3'-8' 1 b 0'-10" d 9 3'-8"• d 4'-1' b 3'-11- b 0'-10' ••d
10 3'-2" b 3'-7" b 3'-5" b 0'-10' d 10 3'-6" .b 3'-11" b. 1 3'-9" bA 0'-10" d
11 3'-0- b 3'-5" b 3'-3' b 0'-9- ' d 11 3'-4" 4. 3'-9" b 3'-7" b 0'-10' d
12 • 2'-11` b 3'-3" b 3'-2' b 0'-9' d 12 3'-2. 0.1 31:7" b 3'-5" .b 0'-10' d
3" x 2"x 0.045" 3" x 2 x 0.070'
Load
Width (R:)
Max. Spa 'L' / bendina 'b' or Jeflection'dl Loa I Max. Spa V / bending 'b' or do octlon'd.' 1 &
2 Spar 3 Span 4 Sp Max.
Cantilever
Width
ft.) 1 6 2 Spa 3 Span 4 Span Max'
Cantilever
5
4'-9" d 5'-1.0" d 5'-10' lb 1'-2' d 5 V* d 6'-7" d 6'-8" d 1'-3' d 6
4'-5" d 5'-6' d 5'-4' b 1'-1' d 6 1 4'-11' d 6'-2" d. 6'-3' d- 1'-2" d 7
4'-3' d 5'-1' b 4'-11" b 1'-0" d 7 4'-9" d. 5'-10' d 5'-11" b 1'-2' d 8
4'-0" d 4'-9" b 4'-7' b Q'-11" d 8 4'-6". d 5'-7" d 5'-6" b 1'-1' d 9
T-11" d 41-6' b 4'4' b 0'-11' d 9 4'-4' d 5'-4- b 5'-2" b 1'-1` d 10
T-9' d 4'-3" b 4'-2: b 0'-11' d 10 4'-3" d 5%1' b 4'-11" b 1'-0' d 11
3'-8" d 4'-1" b 3' -11" b 0'-10' d 11 4'-1" d 4'-10" b 4'-8' b 0'-11' d 12
31-6 b 3'-11" b 3'-9' b 0'-10' d 12 T-11' d 4'-8' b 4'-6' b 0'-11' d 2'
x 3" x 0.045" Load
Width (
It.) Max.
Span 'L' / bendin 'b' or eflectlon'd' 2"
x 4" Loa
x
0.050" Max.
Spa n'L' / bendin 'b' or defloction'd' 1
8 2 Spa 3 Span 4 Spa Max
Cantilever
WIdth
ft') 1 3 2 Spa 3 Span 4 Span Max.
Cantilever
5
5'-10' d 6'-10" b 6'-7" 1'-5' d 5 7'-7" d 8'-8" b 8'-5" b 1'-10" d 6
51-6" d 6'-3" b 6'-0" 1'-4' d 6 7'-1" b 7'-11" b 7'-8" b 1.'-9' d 7
5'-2" b 5'-9" bU-
3d
7 6'-7" b 7'-4" b 7'-1" b 1'-8" d 6
4'-10' b 5'-5' b' d 8 6'-2" b 6'-11' b 6'-8" b 1'-7" d 9
4'-7' b 5'-1' b d 9 5'-10" b 6'-6' b 6'-3" b 1'-6' d 10
4'-4" b 4'-10" b1' d 10 5'-6' b 6'r2" b 5'-11' b 1'-5" d 11
4'-1' b 4'-7' b1' d 11 5'-3" b 5'-10' b 5'-8" b 1'-5' d 12
T-111" b 4'-5' b •' d . 12 5'-0" b 5'-7" b 5'-5" b 1'-4' d Noses:
1.
Above spans do not Include length of knee race. Add horizontal dittance from -upright to center of brace to beam connection
to the above spans for total beam s ens. 2.
Spans may be Interpolated. Lawrence
E. Bennett, P.E. CIVIL
ENGINEER - DEVELOPMENT CONSULTANT P.
O. BOX 214368; SOUTH DAYTONA. FL 32121 TELEPHONE (
386) 767-4774 FAX (
386) 767.8556 PAGE
iT
PYRIGHT2003 TO
BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSJON OF LAWRENCE E. BENNETT, P.E. 3-29'
GREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS SECTION 3
3.1.5 Allowable Upright Heights, Chair Rail Spans or Header Spans
For Screen Rooms or Vin I Rooms
Aluminum Alloy 6063 T-6
second wind gust at 110 MPH veloci ; using design load of 11 #/SF
Tributary Load Width 'W' = Purlin Spacing
Sections 3'.0 3'.6" 1 4'-0" 1 4'-0" 5%0" 1 5'-6"1 6'-0" r776F I7'-0" I 7'.6"
Allowable Height 'H' / bending 'b' or deflection 'd'
n neA" Hnllnw 9'-5" b 8'-9' b 8'-2" b T-8" b 7'-4" b 6'-11" b . 6'-8" bi 6'-5" bi 6'-2"
z..
2"
J.. x U.Vaa-- r1ollow
4" x 0,050" Hollow
14-7 v
16'-3" b 15'-1" b 4'-1" b 13'-3" b 12'-7' b 12'-0" b 111-6" b 11'-0" b 10'-8" b 10'-3" b
2" 4 5" x 0.050' S.M.B. 23'-7" b 21'-10" b 0'-5" b 19'-3" b 18'-3" b 17'-5" b 16'-8" b 16'-0" b 15'-5" b 14'-11" b
6" x 0,050" S.M.B. 26'-1" b 24'-2" b 2'-7" b 21'-3" b 20'-2" b 19'-3" b 18'.5" b 17'-9" b 17'-1" b 16'-6" b
2" 2" 2" x 0.044" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b 7'-11" b 7-7 b 7' 4" b 7'-1" b
12" 2" A 3" x 0.045" Snap 14'4" b 13'-4" b 2'-5" b 11'-9" b 1172" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 9'-1" b
2" A 4" x 0.045" Snap 17'-7" b 16'-3" b 5'-3" b 14'.4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b
For second wind gust at 120 MPH veloci using design load of 13 SF
Tributa 'W' = Purlin Spacing
actions 3'-011' 3'-6" 4%0" 1 4'-6' 5'-0" 5'-0" 1. 6'.0" 1 6'.6" 1 77" 7'-0"
Allowable 11191cht 'H' / be ding 'b' or deflection 'd'
z"
2"
z" x v.u44•- nollow
2" x 0.055" Hollow
I cl -o v
5" b
v-v W1
8'-9" b
1, - •.
2" b
V
7'-9" 6
I- - -
7' 4" 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11"
10'-5" b 9'-7" b 11" b 8'-6" b b 7'-8" b 47'" b 7'-1" b 6'-10" b 6'-7"
3" 2" x 0.070" Hollow 12'-1" d 11'-5" b 0'-8" b 10'-1" b 9'-7" b 9'-2" b 8'-9" b 8'-5" b 8'-1" b 7'-10"
2" 3" x 0.045" Hollow 12'-10" b 11'-11" b 1'-2" b 10'-6" b 9'-11" b 9'-6" b 9'-1" b 8'-9" b 8'-5" b 8'-2"
2" 4" x 0.050" Hollow 14'-11" b 13'-10" b 1 '-11" b 12'-2" b 1177" b 11'-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5"
2" 5" x 0.050" S.M.B. 21'-B" b 20'-1' b 8'-9" b 17'-9" b 16'-10" b 16'-0" b 15'-4" b 14'-9" b 14'-2" b 13'-9"
2" 6" x 0.050" S.M.B. 23'-11" b 22'-2" b 0'-9" b 19'-7" b 18'-7" b 17'-9" b 16'-11" bi 16'-3" b 15'-8" b 15'-2"
x 0.044" Snap 1U'-4" b1 9'-7" b 11" b 8'-5" b 7'-11" b 7'-7" b 7'-4" b 7'-0" b 6'-9" b 6'-6"
12" 2" x 0.045" Snap13'-3" I b 12'-3" b 1'-5" b 10'-9" b 10'-3' b 9'-9" b 9'-4" b 8'-11" b 8'-8" b 8'-0"
2" x x 0.045" Snap 16'-2" b 1 14'-11" bi 4'-0" b 13'-2" b 12'-6" b 11'-11" b 11'-5" b 10'-11" b 10'-7" b 10'-3"
For second wind gust at 130 MPH veloci using design load of 15 SF .
Tributary Load Width 'W' = Purlin Spacing
Sections 3'-0"' 3'-6" 4'-0" 4'.6" 5'.0" 5'-6" 6'-0" 6'-0" 7'.0" 7'-6"
Allowable Height 'H' / bending 'b' or deflection 'd'
2" x x 0.044" Hollow 8'-1' b 7'-6" b 11" b 1 6'-7" b 6'-3" b 5'-11" b 5'-8" b 5'-6" b 5'-3" bi 5'-1"
2" x x 0.055" Hollow 8'-10" b 8'-2" b 7" b 7'-2" b 6'-10" b 6'-6" b 6'-3" b 5'-11" b 5'-9" b 1 5'-7"
3" x x 0.045" Hollow 9'-8" b 8'-11" b A" b 7'-11" b 7'-6" b 7'-2" b 6'-10" b 6'-7" b 6'11" b 6'-1"
3" x x 0.070" Hollow 11'-6" b 10'-8" b 11" b 9'-5" b 8'-11" b 8'-6" b 8'-2" b 7'-10" b 7'-6" b 7'-3"
2" x x 0.045" . Hollow 11'-11" b 11'-1" 'b 0'-4" b 9'-9" b 9'-3" b 8'-10" b 8'-5" b 8'-2" b 7'-10" b 7'-7"
2" x x 0.050" Hollow 13'-11" b 12'-11" b 2'-1" b 11'4" b 10'-9" b 10'-3" b 9'-10" b 9'-5" b 9'-1" b 8'-10"
2" x x 0.050" S.M.B. 20'-2" b 18'-8" b 7'-6" b 16'-6" b 15'-8" b 14'-11" b 14'-3" b 13'-9" b 13'-3" b 12'-9"
2" x x 0.050" S.M.B. 22'A" b 20'-8" b 9'-4" b 1 '-3" b 17'-3" b 16'-6" b 15'-9" b 15'-2" b 14'-7" b 14'-1"
2" x x 0.044" Snap 9'-7" b 8'-11" b b 7'-10" b 7'-5" b 7'-1" b 6'-9" b 6'-6" b 6'-3" b 6'-1"
2" x x 0.045" Snap12'-4" b 11'-5" b 10'-8" b 10'-1" b 9'-6" b 9'-1" b 8'.8" b 8'-4" b 8'-1" b 7'-9"
2" x x 0.045" Snap 15'-1" b 13'-11" b 13'-0" b 12'-4" b 11'-8" b 11'-1" b 10'-8" b 10'-3" b 9'-10" b 8'-6"
Not
1. A ove spans do not include length of knee race. Add horizontal distance from upright to center of brace to beam
con ction to the above spans for total beam pans.
2. S almay be interpolated.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214568, SOUTH DAYTONA. FL 32121
TELEPHONE (386) 7674774
FAX (386)767-6556
PAGE
PYRIGHT 2003
N11TN T TO BE REPRODUCED IN WHOLE OR IN PART WITHO T THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3-39
r-
SOLID ROOF 4NEL PRODUCTS
INDUS
U)
w
a
12" WIDE x V
TANDARD PANELS
12.00"
S HEIGHT RISER ROOF PANEL
SCALE: 3" = 1'-0"
00
C6
12,00"
12" WIDE x 3" RISER INTERLOCKING ROOF PANEL
SCALE: 3" = 1'-0"
w
a
POSITE
SECTION 7
12.00"
TED ROOF PANEL
SCAT P 3" = 1'-O" A I IAAIAII 1\A OVIAI
48.00"
PANEL [INDU
SCALE: 3" = 1'-0"
STAN
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214338, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767.8556
I
PAGE
10TOPYRIGHT 2003
TO BE REPRODUCED IN WHOLE OR IN PART WI OVT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7 1
SOLID ROOF PANEL PRODUCTS
COMPOSITE ROOF ANCHORING DETAILS
XISTIN TRU OR RAFTER —
10 x 1 1/2" S. S. OR WOOD
OD SC EW (2 PER RAFTER
TRUSS TAIL
10 X 4" S. S. OR WOOD
SCR SPA D @ 12" O.C.
nji•Am
FOR
S.M.S.
AME, AASONRY OR
ER C NSTRUCTION
FOR h ASONRY USE
4" x 144" MASONRY
R EQ L (c 24" O.C.
OD U E #10 x 1-1/2"
t WO SCREWS
12" O.C.
PANEL TO FASCIA DET
SCALE: 3" = V-0"
8 x 1/2" S.M.S. SPACED
Q 8" O.C. BOTH SIDES
ROOF PANEL
EXISTING FASCIA
8 x 1/2" S.M.S. SPACED
@ 8" O.C. BOTH SIDES
Via:':':' — ROOF PANEL
ROOF PANEL TO WALL DETAIL
SCALE: 3" = V-0"
NOTES: WOOI I STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA
FRAM NG WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS
BUTTIS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO
HE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WAS
ER HEADED SCREWS. HEAD
R INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THIC
NESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL
HICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANC
RS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABO
ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXI
UM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. Lawr
3nce E. Bennett, P.E. CIVIL
EN INEER - DEVELOPMENT CONSULTANT P.
O. BC K 214388, SOUTH DAYTONA. FL 32121 TELEPHONE (
386) 767-4774 FAX (
386) 7674M IPAGE
7 A I 110 NOT TOBIE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. I
SECTIOI 17 SOLID ROOF PANEL PRODUCTS
MANUFACTURERS PROPRIETARY PRODUCTS
000g
48.00"
H-14 OR H-25 ALUMI ALLOY1.0 r 2.0 # DENSITY E.P.S. FOAM & 3105
ELITE ALUMINUM CORPORATION
ELITE COMPOSITE PANELS
SCALE: 3" =1'-0"
LaArence E. Bennett, P.E.
CML E 4GINEER-DEVELOPMENTCONSULTMTrim Elite Aluminum Corporation
P.O. I Ox 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (356) 707-4774
1801 N.W. 64th Street
PwW Pwduds
FAx (388) 7e7.ssss
Ft. Lauderdale, FL 33309
Tel: (954) 491-3700 Fax: (954) 491-1433
PAGE
7@
COPYRIGHT 2003
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SECTION 7 SOLID ROOF PANEL PRODUCTS
Table 7.2.2 Allo Nable Spans for 0,024" Elite Composite Panels for Various Loads
Ellti Aluminum Corporation
Manufacturers' Prop etaly Products: Aluminu lloy 3105 H-14 or H-25 Foam Core E.P.S. #2 Density
3" x 48" x 0.024" Panels
Glass Rooma
Open st uctures; Screen Rooms Partially Enclosed Enclosed OCverhaner
yyind Mono-Sle pod Roof 3 Attached Covere
Region 1&2 3 4 1 1&2 3 4
soon
3 4 All
nsn span scan span Roofs
x 48" x 0.030" 1`411MI914
Open S ctures Screen Rooms Partially Enclosed Enclosed Overhang
Wind MonoSl Roof 8 Attached Covere
4 182 3 4 All
Region 1&2 4 1&Z 3 _4-_ "3" ,"
Bnan span span Roofs
I'M Mrn cv -v
1'
1"
25'-5"
24'-5"
22'-6"
15'-5"
15'-5'
20'-2"
19'-7"
18'-5"
14'-3'
14'-3"
22'-6"
21'-10"
20'-7"
15'-11'
15'-11
21'-9"
21'-2"
19'40"
15'-5"
15'-5"
12'-10"
12'-6"
11'-4"
10'-T
14'-4"
13'-11"
13'-4"
12'-4'
11'-1"
13'-10"
13'-6"
12'-10"
11'-6'
10'-8"
14'-6'
14'-1'
13'-4"
12'-6'
11'-0"
17'-5"
15'-9'
14'-11
13'-11'
12'-11"
15'-8
15'-3"
14'-5"
13'-8'
12'-7"
120 MPH
123 MPH
23;-6"
22;-7"
26'
25'
23'
15'
16
130 MPH 20' 10"
140 MPH
150 MPH
14
14
3'
3'
4" x 48" x 0.0 ' Panel
pen S
noSl
at3-34'
3" 34'
33
7' 31,
5' 29
20
20
ctures
d Roof
4
n span
1" 33'-9"
1' 33'-9"
3" 32'-2"
1" 30'-11"
28'-6"
2" 19'-6"
2" 19'-6"
Screen Rooms
Attached Covere
132 3 4
span span span
29'-9' 33'-3" 32'-2"
27'-4" 30'-7" 29'-7"
25'-6" 281-F 27'-6"
24'-9" 27'-8" 26'-9"
23'-3' 26'-0' 25'-2"
18'-0' 20'-2" 191-6'
18'-0' 20'-2' 1w-6"
Partially Enclosed
1&2 3 4
span span span
20'-7" 23'-0" 22'-3'
18'-8" 20'-10" 20'-2"
16'-3" 18'-11' 18'-3'
15'-10" 18'-6" 17'-11"
15'-1' 17'-8" 16'-3"
13'-11" 15'-7' 15'-1'
13'-1' -7" 14'-1" 14'
1&2
span
231-3"
21'-6"
19'-9"
1 19'-2'
18'-0"
15'-10"
14'-9'
Enclosed
3
span
26'-0"
24'-1"
22'-1"
21'-5"
20'-2"
181-8"
17'-5'
4
span
25'-2-
23'-3"
21'-4'
20'-9"
19'-0"
18'-0"
15'-11"
erhang ICantilever
All
Roofs
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
Wind
Region 1
s
3
31
29-9"
28
26
18
18
100 MPH
110 MPH
120 MPH
123 MPH
130 MPH
F4'-
0"
140 MPH
150 MPH
4" x 48" x 0.0 Panelf
Open S ctures Screen Rooms Partially Enclosed Enclosed Overhang /
Wind onoSl d Roof a Attached Covere Cantilever
Region 1 4 1&2 3 4 1&2 3 4 132 3 4 All
Roofs
s an s n span span span span span span. span span span span
100 MPH 35, 10" 40 1' 38'-8' 34'-2- 38'-2' 36'-11" 23'-7" 261-5 25'-0" 261-8" 29'-10" 28'-10" 4'-0"
110 MPH 35' 10" 1 40 1' 38'-8' 31'-5" 35'-2' 33'-11' 21'-5' 23'-11' 23'-2' 24'-9" 27'-8" 26'-9' 4'-0"
20 MPH 34-2" 38 2" 36'- 1- 2W-3' 32'-8" 31'-7" 9- ' 2 '- 0'- " 22-8' 25'-4" 24'-6" 4'-0"
4'-0"
123 MPH 32' 10' 36 9" 35'-6' 28'-5" 31'-9" 301-r 19'-0" 211-3- 20'-7' 22'-0" 24'-T 23'-9"
130 MPH 30 3' 33' 0' 32'-9' 26'-8' 29'-10" 28'-10" 18'-2" 20'-3' 19'-7' 20'-8' 23'-2" 22'-4' 4'-0"
140 MPH 2O-8" 23 2' Or--47 20'-8' 23'-2' 22'-4' 16'-0" 18'-8" 18'-1' 19'-2' 21'-5' 20'-8' 4'-0"
150 MPH 2O-8' 23 2" 22'' 20'-8' 23'-2' 22'-4"
1-
15'-0" 17'-7" 16'-3' 17'-11' 20'-0' 19'" 4'-0'
Note: I0=1 r of panel luln - rvvm woum - w"n •••-•-a•
Lawren E. Bennett, P.E. ELKE 2O
CM ENGlNEE -DEVELOPMENT CONSULTANT OEMElite Aluminum Corporation
P.Q. BOX 21 , SOUTH DAYTONA. FL 32121 1801 N.W. 64th Street
TEL HONE (366) 767-4774 °ini1 °io0idi Ft. Lauderdale, FL 33309
386) 7674M Tel: (954) 491-3700 Fax: (954) 491-1433
PAGE
PYRIGHT 2003
7"28 fT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SCREENED ENCLOSURES
ALUMINUM FRAME SCREEN
WALL
ANCHOR ALUMINUM FRAME
TO WALL OR SLAB W/
1/4" x 2-1/4" MASONRY
ANCHOR W/ IN 6" OF POST
AND @ 24" O.C. MAXIMUM
1) #5 0 BAR CONTINUOUS
CONCRETE ANCHORS SHALL
EMBED INTO CONC. THROUGH
CAP BLOCK OR BRICK 1-1/2"
MIN.
ALTERNATE CONNECTION OF
SCREENED ENCLOSURE FOR
BRICK OR OTHER NOW
STRUCTURAL KNEE WALL 1"
WIDE x 0.063" THICK STRAP @
EACH POST FROM POST TO
FOOTING W/ (2) #10 x 3/4"
M.S. STRAP TO POST AND J
1/4" x 1-3/4" TAPCON TAYSLAB
WALL
a '
e
k- 8"
ALUMINUM STRUCTURE
SIDE WALL ONLY)
FOOTING 2500 PSI CONCRETE
W/ (1) #50 OR (2) #30 CONT.
BARS MIN. 2-1/2" OFF GROUND
RIBBON FOOTING - TYPE 1
SCALE: 3/4" = 1'-0"
i
IG FOR SCREENED
SCALE: 3/4" = V-0"
SECTION 1
CONCRETE CAP BLOCK OR
BRICK (OPTIONAL)
8" x 8" x 16" BLOCK WALL
MAX. 32")
1) #5 BAR @ CORNERS AND
10'-0" O.C. FILL CELLS AND
KNOCK OUT BLOCK TOP
COURSE W/ 3000 PSI PEA
ROCK CONCRETE
DECK OR GROUND LEVEL
RIBBON FOOTING OR
MONOLITHIC IF MONOLITHIC
SLAB IS USED (SEE NOTES OF
DETAILS NEXT PAGE)
2) #5 0 BARS MIN. 2-1/2" OFF
GROUND
12" -,k
ALUMINUM STRUCTURE
ALL FRONT WALLS)
FOOTING 2500 PSI CONCRETE
W/ (3) #30 OR (2) #50 BARS CONTINUOUS
BARS MIN. 2-1/2" OFF GROUND
RIBBON FOOTING - TYPE 2
SCALE: 314" = V-0"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (388) 767-4774
FAX (386) 7674M
IO NOT TO BIE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I PAGEI
Design Check List for Screen / Vinyl Room (page 1 of 2)
1. Design Statement
These plans have been designed In accordance with the.Aluminum Structures Design Manual byLawrenceE. Bennett and comply with the Florida Building Kde, 200hapter 20 and ASCE
7-98, Table 6-2; Importance Factor 0.77; Exposure 'B' or'C'_; or MPH for 3
second wind gust velocity load; Open Design pressures can be found on page 3-11:
a. 'B' exposure =PSF for Roofs & L_!f—PSF for Walls
b. 'C' exposure = PSF for Roofs & PSF for Walls
Negative I.P.C. 0.00
For'C' exposure design loads, multipiy'B' exposure loads by 1.4.
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 solidn<
a
Contractor am lease print)
Date:
Contractor Signature
Note: Projection of room from ost structure shall not exceed 16'.
No3. Building Permit Application Package contains the following: ley
A. Project name & address on plans ..............................................
B. Site plan or survey with enclosure location .................................. .
C. Contractors / Designers name, address, phone number, & signature on plans ....
D. Proposed project layout drawing @ 1/8" or 1110" scale with the following...........
1. Plan view with host structure area of attachment, enclosure length, and
projection from host structure ...............................................
2. Front and side elevation views with all dimensions & heights ..................-
3. Beam span, spacing, & size (i.e. 2" x 8" x 0.072" x 0.224").....................
4. Upright height, spacing, & size (i.e. 2' x 8" x 0.072" x 0.224")................. .
5. Chair rail or girts size, length, & spacing (i.e. 2" x 2" x 0.044" x 5'-0" @ 6'-0" O.C.)
6. 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 Structures Deslgtl Manual: yes No
A. Beam & purlin tables w/ sizes, thickness, spacing, & spans / lengths. Indicate
14 i.............................. Section 3 tables use . • • • • •
Beam allowable span conversions from 120 MPH wind zone, 'B' Exposure to
MPH wind zone and/or'C' Exposure for load width
Look up span on 120 MPH table and apply the following formula:
Span / Height @ 120 MPH r
Required Span @ MPH
bord)x (bord)x (bord)=
1
Wind Zone Multiplier' _ L-_ Exposure Multiplier'
B. Upright tables w/ sizes, thickness, spacing, & heights (Tables 3.2.1, 3.2.2, or
3.2.3)........................................................................ —
Upright or wall member allowable height / span conversions from 120 MPH
wind zone, 'B' Exposure to MPH wind zone and/or'C' Exposure for load
width
Look up span on 120 MPH table and apply the following formula:
Span / Height @ 120 MPH -- Required Span @ MPH
b or d) x (b or d) x (b or d) _
Wind Zone Multiplier'
i L- Exposure Multiplier'
Appropriate multiplier from page 3-II.
b-5
Design Check List for Screen / Vinyl Room (page 2 of 2)
Yes i No
C. Table 3.3 with beam & upright combination if applicable ...........................
D. Connection details to be used such as:
1. Beam to upright............................................................
2. Beam to wall..............................................................
3. Beam to beam .... .............................. .... I................. -
4. Chair rail, purlins, & knee braces to beams & uprights
5. Extruded gutter connection .................................................
6. U-clip, angles and/or sole plate to deck ......................................
E. Foundation detail type & size ..................................................
Notes:
b-6
Inspection Guide For Carports and Screen Glass & Vinyl Rooms (page 1 of 1)
1. Check the building permit for the following: Yes No
a. Permit card & address ............................................ ...........
b. Approved drawings and addendums as required ................... . .........
c.Plot plan orsurvey ...... ... .... . .. . ..... . . ...
d. Notice of commencement .......... ...... .......... ............... . ......
2. Check the approved site specific drawings or shop drawings against the AS
BUILT' structure for: Yes No
a. Structure's length, projection, plan & height as shown on the plans ................
b. Beam sizes, span, spacing & stitching screws (if required)...... .............
c. Purlin sizes, span & spacing .............. .......... _ _ . _ .. _..................................... _ _ .
d. Upright sizes, height, spacing & stitching screws (if required) .. . . • . . • . • • •
e. Chair rail sizes, length & spacing ................................. ...... ......
f. Knee braces are properly Installed (if required) .................................
g. Roof panel sizes, length & thickness ...................................
3. Check load bearing uprights / walls to deck for: Yes No
a. Angle bracket size & thickness ................................................
b. Correct number, size & spacing of fasteners to upright ...........................
c. Correct number, size & spacing of fasteners of angle to deck and sole plate ......
d. Upright is anchored to deck through brick pavers then anchors shall go through
pavers into concrete..........................................................
4. Check the load bearing beam to upright for: Yes No
a. Receiver bracket, angle or receiving channel size & thickness ....................
b. Number, size & spacing of anchors of beam to receiver or receiver to host structure
c. Header attachment to host structure or beam ...................................
d. Roof panel attachment to receiver or host structure .............................
e. If angle brackets are used for framing connections, check number, size & thickness
offasteners ..................................................................
f. Post to beam attachments to slab ..............................................
Yes No
5. Check roof panel system for:
a. Receiver bracket, angle or receiving channel size & thickness ....................
b. Size, number & spacing of anchors of beam to receiver ..........................
c. Header attachment to host structure or beam ...... ............................
d. Roof panel attachment to receiver or beam .....................................
Notes:
c-2
N
LOT 16
a r 10, 2a
GRAPHIC SCALE
LOT 89
NEW UPJALA
PLAT BOOK 1. PAGE 67 N01
50001 114WE 98.2&
20 D.E,
CERTIFIED TO: !O '
Jeffrey 'N. Vega
MFC Mortgage Inc. of Florida •
Kampf Title & G4ranty Corp.
Adnoram Title Company,Inc.
Chicago Title Insurance Co.
6.G' G
id 0.417.
S. °)7
a
r
I
0
1 y,A
9 e1
y yr
04 95i
BOG i
s
LOT 16
f;
w
C1 ' ,P
K-130.001 '•,
CH.-29.0&
CH.M.- :fly y
518'05'36'E
A .,. N TFS: FOUND MUI. SEARN O ARE WED ON THE NORRHERLY
LINE OF LOT 17 GEMSBla70SC"w. FLOOD CM77FICAT10N
2 UNDERGROUND IMPROVEMENTS ROOF OVERHANGS BASSO ON THE FEDERAL ENERCENCY
AND FOOTERS HAVE NOT BEEN LOCATED. MANAGEMEN/ AGENCY FLOW WSURANCE
J. ELEVATIONS ARE BASED ON NATIONAL CEOOfAC RAZE NAP, TIK STAVCiURE
VERTICAL DATUM OF 10". SHORN HEREON DOES NOT LIE MINIM1. BKOMMG TIES ARE TO F•OUNOA TION. INE 100 YEAR FLOOD HAZARD AREA.
a BUXOM TES ARE NOT TO BE USED TO THIS STRUCTURE LIES W ZONE ' jr '.
CONSTRUCT DEED OR PLATTED LAVES. COMMUNITY PANEL NQ 1202" 0010 Et. BEARNNQS AND.D STANCES SHORN HEREON ARE EFFECTIVE DATE, APRL 17. IM!
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