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CITY OF SANFORDGCT3 ' 2u 33 BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
O
Documented Construction Value:
Job Address: 331 k 1vb & L4CLW A Ccs ao VZ Historic District: Yes NA_
Parcel ID: 5k 2n &C 5t 6 nnn* ( torp Zoning:
Description of Work: o/^L^_
Plan Review Contact Person: (1r+tk K Title: -
Phone: qQ2 LtG`t -IcAeLC Fax: E-mail: -m t j3gj&TL.S-
Property Owner Information o&Ce-f--
Name. M i gA" t K ( Phone: -!/o'-7 SSa Sp `Z
Street:
9. Resident of property?:
City, State Zip: d C
Contractor Information
Name .t 'q t4-I'>t9:S4tr) a j Phone: i-°j`) -7ccn nwL
Street: Fax:ven Z o <2r Q C)
City, State Zip: LL&4a§QaQg:f :f;C State License No.:C-
Architect/Engineer Information
Name: {--` Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender: 1601
Address: Address -
PERMIT INFORMATION
Building Permit
Square Footage: .7/ 2— Construction Type: A(L2jMs x A No. of Stories: CDU C—
No. of Dwelling Units: Flood Zone: G
Electrical
New Service - No. of AMPS:
Mechanical (Duct layout required for new systems)
Plumbing
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm No. of heads:
the date of application and the code in effect as of that date (Code 2010 FBQ 731.135(5)(6) Florida Statutes,
Sha421f2015llbeop" 4
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.
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. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. 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 will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature of Owner/Agent
Print Owner/Agent's 1\ am
ature of Notary -S e of Florida
lu 16 0.
Date Signature of Contractor/Agent Date
CHARLES HENSEL
STATE OF FLOR1W
Comm# FF009464
Gi+raa 4#27=1,7
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING: 1I- - —& ' UTILITIES:
ENGINEERING: FIRE:
c L
Print Contractor/ gent' e
Signature of Notary -State of Florida Date
t,
Notary Public State of Florida
Diane E Vanek
My Commission FF 162540
Expires 10/18!2018
Contractor/A or
Produced ID Type of ID
WASTE WATER:
BUILDING: V11 1
Rkxjo -. s,
Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes.
REV 07.14
MID STATE CONST
Windows, Vinyl Siding &
P.O. Box 1214 • Wi
PH: (407) 740-0454-
www.midsta
midstateconst0 b
BUYER'S NAME M (ACL RG
Husband and Wife)
ADDRESS _ SN I -\ ??C I0 0 _--,C.(,
N PRODUCTS, INC.
tio's & Screen Rooms
irk, FL 32790
4, 7) 740-6690
Istcom
3, th.net
j__- (Sao ovd
1. CASH PRICE $
2. DEPOSIT
BALANCE.......................................................................
z
n r•
k1G
3. DRAW 1
BALANCE.......................................:...............................
4. DRAW 2
5. BALANCE DUE ON COMPLETION ................................. $ _ I J
Color Rnnf Tvna
Certified General Contractor #CGCA14875
DATE /Q4 C(• /6
PHONE_ 4 O -- -5 S u- So SZ
DESCRIPTION OF GOODS & SERVICES
e___ fl -AA C,.aAo i n n
c .
CONSTRUCTION INDUSTRIES RECOVERY FUND
PAYMENT MAY BE AVAILABLE FROM THE CONSTRUCTION INDUSTRIES RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER
CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A STATE -LICENSED CONTRACTOR. FOR INFORMATION ABOUTTHERECOVERYFUNDANDFILINGACLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING BOARD AT THE FOLLOWING ADDRESS:
CONSTRUCTION INDUSTRY LICENSING BOARD • 7960 ARLINGTON EXPRESSWAY, SUITE 300 • JACKSONVILLE, FL 32211-7467
1 acknowledge that I have read and understand this contract to include items listed on the back of this contract and agree to its terms.
C7 1 1201DATE: _ ThIS co tract Is sulb'ec: to approval and acce tan^ b
PURCHASER: M t n Gt KG K I
N a p e y. L — aeuer.
BY:
AUTHORIZED OFFICER OF THE SELLER)
PURCHASER: i NAME OF SALESMAN:
YOU MAY CANCEL THIS TRANSACTION, WITHOUT ANY PENALTY OR OBLIGATION, WITHIN THREE BUSINESS DAYS FROM THE ABOVE DATE.
IF YOU CANCEL ANY PROPERTY TRADED IN, ANY PAYMENTS MADE BY YOU UNDER THE CONTRACT OR SALE, AND ANY NEGOTIABLE INSTRUMENT EX-
ECUTED BY YOU, WILL BE RETURNED. WITHIN 10 BUSINESS DAYS FOLLOWING RECEIPT BY THE SELLER OF YOUR CANCELLATION NOTICE, AND ANY
SECURITY INTEREST ARISING OUT OF THE TRANSACTION WILL BE CANCELLED.
IF YOU CANCEL, YOU MUST MAKE AVAILABLE TO THE SELLER AT YOUR RESIDENCE, IN SUBSTANTIALLY AS GOOD CONDITION AS WHEN RECEIVED, ANY
GOODS DELIVERED TO YOU UNDER THIS CONTRACT OR SALE OR YOU MAY IF YOU WISH, COMPLY WITH THE INSTRUCTIONS OF THE SELLER REGARDING
THE RETURN SHIPMENT OF THE GOODS AT THE SELLER'S EXPENSE AND RISK.
IF YOU DO MAKE THE GOODS AVAILABLE TO THE SELLER AND THE SELLER DOES NOT PICK THEM UP WITHIN 20 DAYS OF THE DATE OF YOUR NOTICE OF
CANCELLATION YOU MAY RETAIN OR DISPOSE OF THE GOODS WITHOUT ANY FURTHER OBLIGATION, IF YOU FAIL TO MAKE THE GOODS AVAILABLE TO THE
SELLER, OR IF YOU AGREE TO RETURN THE GOODS TO THE SELLER AND FAIL TO DO SO, THEN YOU REMAIN LIABLE FOR PERFORMANCE OF ALLOBLIGATIONSUNDERTHECONTRACT.
TO CANCELTHIS TRANSACTION MAIL OR DELIVER A SIGNED AND DATED COPY OFTHIS CANCELLATION NOTICE OR ANY OTHER WRITTEN NOTICE, ORSENDATELEGRAMTOMIDSTATECONSTRUCTIONPRODUCTS, INC., P. O. BOX 1214, WINTER PARK, FL 32790, NO LATER THAN MIDNIGHT OF:
DATE) HEREBY CANCEL THIS TRANSACTION.
DATE: SIGNATURE:
Permit Number:
Folio/Parcel ID #: p ooao f'1
Prepared by: Cfi Ue.
tMe"
MilIZZ
V • •
ai
1-
I M11 11111,11111111119111111 111111111 M1
I'Al,,'Y()l'dPIE I-IM3Er 501I1'10LE C-'OtDII'Y
CL..i=.1,:' OF (:l:RC: 11' c;ij4 f;:'( t C011F1R0L..LER
LX,. ,,...;.., 313 s )
4LEf h'S x 20161117-30
I:ECORDED 1iai261; 2016 C, 1-321.1-81 '1'1
L` l::('0I" fH(i FEEJ 1, 10.00
IiEC:0RDED 11Y hdev"oi
NOTICE OF COMMENCEMENT
State of Florida, County of Orange
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.
1. D scri tion of pr1p rty (legal description of the property, and street address favailable)
1 t n
1 '
j>4G1 sr C i& : A/-/ i 'JA /_'7 (fJ
3
4.
General description of irnprovement U '
i .A n
Owner information or Lessee information if the Lessee contracted for the improvement
Name rAt ,a
Address 331 4,0p Lct-vS.4. C2' rS Az sgagg
Interest In Property ?SUS ni%c-<2—
Name and address of fee simple titleholder (if different from Owner listed above)
Name
Address
Contractor
p .t
Namem%o ST9CE ap"I-TT01%(-Lt, Lt& t' CWSELTelephone Numberf&7 t(A-7 % 7(
Address ON r-, ('7 $ L4 Nei R- !PaQJC 77- `l46
Surety (if pplicable, a copy of the payment bond is attached)
Name fC,ic4- Telephone Number
Address Amount of Bond $
Lender
Name Telephone Number
Address
Persons within the State of Florida designated by Owner upon whom notices or other documents may
be served as provided by §713.13(1)(a)7, Florida Statutes.
Name ?U .A Telephone Number
Address
In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's
Notice as provided in §713.13(1)(b), Florida Statutes.
Name Telephone Number
Address
Expiration date of notice of commencement (the expiration date will be 1 year from the date of recording
unless a different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
LA—
Signature of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager Signatory's Title/Office
The foregoing instrument was acknowledged before me this day of by
lyear me of person
as for 4 J
7 / d ,
na
Type of authority, e.g., officer, trustee, attorney i Name of party on behalf of who instrument was executed
Signature of Notarylic — State of Florida Print, type, or stamp commissioned name of Notary Public
Personally;Knowta- , OR Produced ID
Type of ID'-SA,prAc 6A Z*tMQME
CLERK OF CIRCUIT
COMPT' LE
SEMIN LELCOO.Nfj'\
Form content rftised:
E Cott,
It
i
CHARLES HENSEL
NOTARY PUBLIC
k STATE OF FLORIDA
Comm# FF009464
u 6 2016
LE TED POWER OF ATTORNEY
po
L ••i11 i • MY * • •NF
L To - FACT. ACT . IrAN, • s
aakn ® •
r • i FOR W To 13E PERFORMEDrs ` • er +
AT THE
LOCATION DESCRIBED A.S :
PARCEL MA : 1,R -2--, ---; t qe l- _
3
1 I` k
ar
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CONMACTORS C0WA A : MID STATE CONSTRUMON PRODUCTS, INC
CONTRACTORS LICENSE -
SIGNATURE OR CONTRACTO I
c
M= MCRI
fd;f • x+11 Et i
NOTARY PUBLIC Sjr ni a rr n
y• .
Notary Public Stage of Florida
aar E varok
oe n Expires W
18162540
De"'CmbeT 16, 2013
To: All COUcemed Parties
ALUMINUM ASSnrl
ON OFFLOF;UDATA;
4
Y,
g
Via email_ midst tecorlst@be . [JsDuth.net
Please be advised .d= Mid S
Aluminum Constru, tate Constuction prod jfio.. cts , Inc. IM '1igb-W1nd Areas published by the A111"i"Im Association of
Florida, Inc. Mid State Con-St.,tio.,
allowed to me the Guide to
Permit. The Guide Is also allowed to copy pages for theLsnowdistributed - Filing of this Guide. M an electronic and paper format
Pose Of ping a
There is no Master
If you have any question. OF conceras, pleasecontactmedirectly - feel to contact naeSlugmypersonalemailaddress using the above information
Sincerely,
dilwaiclassgbellsouth or
Wanda Classe
Executive Admini-stmto,
Chuck HenselNown—
Froin_
Sent_
To:
Subject
Attachments:
Aluminum Association of Florida <
2015 aafoffice@att-net> Friday, July 24 10.19 AMmidstateconst@bellsout.h-net
Notice Ab
AAF 'Important
out the 2010WindAreas Guide toLetter F_Guide Aluminum Constructionction in High
uMinuM
mQvow '°ation Of Florida037511aguireBoulevard, Su:lt • Qom'• Orlando- lor;<da 3280: 407) 898-$2grw'-aaof- nrg infOPaaof. o;r-
AAF Code Consultant, Joe Belcher; .subConstructioninIt
h miffed the attached notice
concerning the use of the 2010 Guide to AluminumYoumaalsoviewthisonlineif (
2014).
minuet
ou refer b visitin the AAF website.
You may consider having a copypY of this available to give tochallengegettingpermitsapprovedright your buildingaddressesbuildindeghtnow. You can also direct them departmentnt if
artments. YOU are one of those having aeoftheAAFwebsitethatsWewelcomeanyquestionspecifi
you might have.
call
Sunni Simmons
Aluminum Association -of Florida407,898:8287
www.aaof_or info`forg
i
B CODE SERVICES, INC.
July 15, 2015
To All Concerned Parties:
It has come to my attention that some jurisdictions are not allowingGuidetoAluminumConstructioninHighWindAreas — 2010 EditeditionoftheAAFGuideisthe2010Edition. It was re
the use
r
the AAF
Building Code -Building and the Florida
Buildingion.
The currentFloridaFl
wind speed tables were included in the s
submitted for the 5' Edition of the
changed. Due to time constraints, the
ASCEsubmittal,
but he Edition
Code-Residential. h,,, ASCE 7 -
the Florida Building Code, 2010 Edition, but AAF posted the tables
not7complianttableswerenotsubmittedinwhichjurisdictions
could accept as an alternate. The ASCE 7 windsspeedtablesweresubmittedaspartofthe5' Edition of the code and
as a supplement
by local jurisdictions. The following are from the FBC-B, 5
p compliant
and the FBC-R, 5t' Edition (2014), Chapter 46 respectively.
now must be acceptedEdition (2014), Chapter 35
Should there be any questions or you wish to discuss this subject leashesitatetocontactme. Email is the preferred method of
p
contact.
e do not
AAF
aedo, FL 303
Standard i
reference
trumhc
Title Reese '
in codei4F-10
Cmide to Alttmkm= Cmon moasrrn in y 'V w Areas 2010... .
1622.1.200'±.4.1
AAF3165_ of Flom Inc.
D13` pi—, Stiat 185
Od2D&, Florida 3203
Standard
reference
number
Titk Referenced
in codeAAF -2010 Guide to :
C omm ction in H411 Nmd Arta, 010..... ............
R-30122.1.1.1_ SincerelyR4403.1=.1.1
c
Joseph D. Belcher, President/Owner
JDB Code Services, Inc.
41 Oak VFHc Bonlcvard HomosatsaIII Florida 34446 5111!Faz 8I3 -4Z5 fi152 1110 3Oe@J Thmd—_ ts.com
Chapter 2 - Screen Rooms
INTRODUCTION
LOADS APPLIED TO THE ROOF PANELS AND ROOF SUPPORT BEAMS DEPEND UPON
THE SHAPE OF THE ROOM AND ITS ATTACHMENT TO ADJACENT SOLID WALLS.
TYPE I ROOF PANEL AND BEAM SPAN TABLES ARE TYPICAL AND CAN BE APPLIED TO ANY
SHAPE (TYPE I IS DEFINED AS "PARTIALLY ENCLOSED" WITH A GCpi OF 0.55). TYPE II
SPAN TABLES CAN BE APPLIED IF, AND ONLY IF THE ROOM IS EITHER FREE-STANDING
NOT ATTACHED TO A HOST); OR, IS ATTACHED ON ONE SIDE ONLY AND THE LENGTH
OF THE ROOM DOES NOT EXCEED THE TABLULAR VALUE IN TABLE 200 BELOW. TYPE II
IS DEFINED BY THE FBC AS "ENCLOSED" WITH A GCpi OF 0.18) AND REMAINING
COMPONENTS WERE DESIGNED WITH PRESSURES IN TABLE 2002.4, FBC.
LI Length
ROOM EXAMPLE SHAPE 1
BOUNDED ON MORE THAN ONE SIDE BY
HOST, MAY NOT BE TYPE II)
c
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a
Length
ROOM EXAMPLE SHAPE 2
BOUNDED ON ONE SIDE BY HOST,
MAY BE TYPE II)
Screen Room SHAPE TABLE Table 200
This table applies only to rooms attached to host on one side only)
TABULAR VALUES ARE MAXIMUM LENGTHS (in feet) FOR TYPE II
Mean Roof Height (in feet)
Projection(ft) 7 8 9 10 11 12
6 33 35 37 38 39 41
7 36 38 40 42 43 45
8 38 41 43 45 47 48
9 40 43 46 48 50 49
10 42 45 48 51 53 52
11 43 47 50 53 56 55
12 45 49 52 55 58 58
13 46 50 54 57 60 61
14 47 51 55 59 62 63
15 48 53 57 61 64 65
16 49 54 58 62 66 65+
17 50 55 59 63 65+ 65+
18 51 56 61 65 65+ 65+
19 5257 62 65+ 65+ 65+
20 52 58 63 65+ 65+ 65+
How to use this table: Find projection (in feet) and Mean Roof Height of cover
under consideration. Rooms with lengths less than tabular value should be
evaluated 'as 'Type Il'; when the length of the room equals or exceeds the
tabluar value evaluate structure as 'Type 1'.
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Chapter 2 - Screen Rooms
jH/OSTTRUCTURE
30%
MAX.
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EDGE BEAM SPAN & POST SPACING 130%
REFER TO TABLES I MAX.
PLAN VIEW - SCREEN ROOM (SHED TYPE)
FOR ALLOWABLE SPANS, REFER TO:
NOTES:
1) KICKPLATE RAIL AND CHAIR RAIL ARE SECONDARY
WALL MEMBERS (GIRTS), SELECT FROM TABLE 204
TABLE 202 FOR EDGE BEAMS
1 TTT77 7
3 RISER OR COMPOSITE ROOF PANELS
TABLE 203 FOR POST SPANS
II
II
TABLE 204 FOR GIRT SPANS ALLOWABLE SPAN FOR SELECTED EDGE BEAM
3) MAXIMUM ROOF PANEL CANTILEVER IS 21- 6"
I
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a
EDGE B M A/ P DST SPI CI G
i
II
I
I
30%
MAX.
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EDGE BEAM SPAN & POST SPACING 130%
REFER TO TABLES I MAX.
PLAN VIEW - SCREEN ROOM (SHED TYPE)
FOR ALLOWABLE SPANS, REFER TO:
NOTES:
1) KICKPLATE RAIL AND CHAIR RAIL ARE SECONDARY
TABLE 201 FOR ROOF PANEL SPANS WALL MEMBERS (GIRTS), SELECT FROM TABLE 204
TABLE 202 FOR EDGE BEAMS BY WIND ZONE
TABLE 203 FOR POST SPANS 2) MAXIMUM EDGE BEAM CANTILEVER IS 30% OF
TABLE 204 FOR GIRT SPANS ALLOWABLE SPAN FOR SELECTED EDGE BEAM
3) MAXIMUM ROOF PANEL CANTILEVER IS 21- 6"
RISER OR COMPOSITE PANEL ROOF
EDGE BEAM
r—CHAIR RAIL
SEE
r--KICKPLATE RAIL
FRONT ELEVATION - SCREEN ROOM (SHED TYPE)
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
BRACING
SEE
FOOTI
TABLE
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TYPICAL (SHED TYPE) SCREEN ROOM SECTION /SIDE VIEW
NOTES:
FOR ALLOWABLE SPANS, REFER TO: 1) ROOF MAY BE CONNECTED TO WALL OR FASICA PER DETAILS
TABLE 201 FOR ROOF PANEL SPANS 2) MINIMUM ROOF SLOPE (FALL) 1/2" IN 12" FOR INDUSTRY STANDARD
ANELS AND 1/4" IN 12" FOR
TABLE 203 FOR POST SPANS 3)
ALLOWAB02
FOR EDGE BEAMS 3" RISER
LE
DCOMPOSITE
E AVERAGOEHEIGHT OF
OM7PANELS
0" (MIN.)
TABLE
TABLE 204 FOR GIRT SPANS
WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDACOPYRIGHT2010NOTTOBEREPRODUCEDIN
ROOF PANEL SPAN (FOR FASCIA ATTACHMENT)
HOUSE ROOF
OVERHANG
ROOF PANELS PER
REFER TO BOTH ROOF PANEL TABLE 201
FASTENING AND EDGE BEAM SLOPE
C6
CONNECTION DETAILS
T I I - - ROOF PANELOEDGEBEAM -
ER TO TABLE 202)
I - -_ _ _ CONNECTION (SEE
I r I I DETAILS) I
ROOF 2X2 HOLLOW (WPICAL I I I
I I I
W
n
OVERHANG I SIDE WALL +DER)
I
2 6"
I ROOF PANEL CL R SPAN (WALL AIJACHMENT) Z D
MAX.) I
Z II
REFER TO TABLE 203III C5
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C4— FOR POST DESIGN I I IXI
OR KICKPLATE RAID 0 CD
CHAIR RAIL -
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FOUNDATION i I INCIDENTAL J C7 C3 I
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L- - - - - - - - - - - - - -
TYPICAL (SHED TYPE) SCREEN ROOM SECTION /SIDE VIEW
NOTES:
FOR ALLOWABLE SPANS, REFER TO: 1) ROOF MAY BE CONNECTED TO WALL OR FASICA PER DETAILS
TABLE 201 FOR ROOF PANEL SPANS 2) MINIMUM ROOF SLOPE (FALL) 1/2" IN 12" FOR INDUSTRY STANDARD
ANELS AND 1/4" IN 12" FOR
TABLE 203 FOR POST SPANS 3)
ALLOWAB02
FOR EDGE BEAMS 3" RISER
LE
DCOMPOSITE
E AVERAGOEHEIGHTOF
OM7PANELS
0" (MIN.)
TABLE
TABLE 204 FOR GIRT SPANS
Chapter 2 - Screen Rooms
REFER TO TABLE 203
FOR ALLOWABLE SPANS
CONCRETE FASTENING PER
CONNECTION DETAILS BY
LOAD CONDITION (TABLE 207)
4" NOMINAL PATIO SLAB
W/ 6 X 6 X 10/10 W.W.M.
OR SYNTHETIC FIBERS AND VAPOR BARRIER
ON WELL COMPACTED SOIL.
O O o00 (
CONCRETE STRENGTH TO BE MIN. OF 2,500 P.S.I.)
z =
LL
Q = .. .. .
FOOTING DETAIL
SCREEN WALL ON PATIO SLAB (ONLY)
F1
2
REFER TO TABLE 203
FOR ALLOWABLE SPANS
CONCRETE FASTENING PER
CONNECTION DETAILS BY
LOAD CONDITION (TABLE 207)
4" NOMINAL PATIO SLAB
W/ 6 X 6 X 10/10 W.W.M.
OR SYNTHETIC FIBERS AND VAPOR BARRIER
ON WELL COMPACTED SOILtloO00 (CONCRETE STRENGTH TO BE MIN. OF 2,500 P.S.I.)
0
FOOTING DETAIL rF-2'
PATIO SLAB W/ MONOLITHIC EDGE FOOTING) 2
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
LuL
FOOTING
WIDTH REFER TO TABLE 205
FOR REINFORCING
FOOTING DETAIL rF-2'
PATIO SLAB W/ MONOLITHIC EDGE FOOTING) 2
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Chapter 2 - Screen Rooms
Fastening Details/Carrier Beam Foundation Connections Table 212
Carrier Beam Load Desi nations
Particulars a b c d e
Minimum Post Size
Ca
0
C\1
0
2x6 SMB 2x7SMB
0,
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Connecting Angles:
Thickness 3/8" 1 /2"
Length 3" 4-1/z"
Concrete Anchors:
Diameter 3/8"
Embedment 2-a/4" 3"
S acing ("Dist") 4" 5"
Connection Ca aci (#) 1600 2000 2850 4050
USE LARGER OF MINIMUM PER
TABLE ABOVE AND TABLE 203
2"X 3"ANGLE EACH SIDE (LENGTH &
THICKNESS PER TABLE) - BOLT TO POST
W/ 3 EACH 1/2"0 OR 4 EACH 3/8"0 BOLTS
OR KICKPLATE)
ANGL LENGTH (PER TABLE)
FOR ALL ELEMENTS OF'A'
REFER TO DETAILS Cl / C2
CONCRETE ANCHORS PER TABLE ABOVE o O.O
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2" MINIMUM
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Dist' 3"
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COLUMN / FOUNDATION FASTENINGS FOR BEAM SUPPORT POSTS
NOTES:
1) THIS DETAIL TO BE USED FOR INTERMEDIATE BEAMS AND/OR
CARRIER BEAMS IN SCREEN ROOMS.
2) MINIMIM COLUMN FOR THIS CONNECTION BY TABLE ABOVE.
3) COLUMN SIZE TO BE DETERMINED BY TABLE 203 BY WIND ZONE
4) FASTENING AT 1X2 (MARK 'A') REFER TO DETAIL C1 OR C2.
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
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Chapter 2 - Screen Rooms -
2" 4• 1X3 Sale Plate may not be
used with 2X4 Posts
a i 2X4 Post / Column0
3"' 2„
O ' ' J 2"X2"X1/8" Angle 2" Long
O 4 Each #14 SMS into post web
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a 1 X2 OB Sole Plate
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O
G N
Z_ 4 Concrete Expansion Anchors 1/4"; X 2'/i' Embedment
3/8" 0 Anchors may be substituted)
LU Section / Side Elevation / 2X4 Post C2
F-
0 2
ZO
A
a
Zw
2"
V
5„
When 1X3 OB Sole Plate is substitute
use 3" long angle on sole plate and
2" long angle on foundation
2X5 SMB Post / Column3" 3"
UJ
2"X2"X1/8" Angle 2" Long
rF- 4 Each #14 SMS into post web
O 2"X2"X1/8" Angle 3" Long
O
1 X2 OB Sole Plater -
ccQ •P ,
Z4 Concrete Expansion Anchors 1/4"0 X 21/2" Embedment
3/8" 0 Anchors may be substituted)
0
C Section / Side Elevation / 2X5 Post C2
2
Z EMBEDMENT SHOWN IS 21/2" TO ACCOMODATE 31/2"
0 PATIO SLAB, ANCHORS MAY BE EMBEDDED TO A
DEPTH OF 80% OF CONCRETE DEPTH
0
O0
2 6" 2X6 SMB Post / Column
m 3" 3-3/4" 4 Each #14 SMS into post web (each
0 (when 1X3 Sole plate is utilized, 4,,
adjust angle lengths accordingly)
O 2"X2"X1/8" Angle 2" Long
o '
O 2"X2"X1/8" Angle 4" Long
0
N O O
1X2 OB Sole Plate
O
N •
4 Concrete Expansion Anchors 1/4"0 X 21/2" Embedment
3/8" 0 Anchors may be substituted)
Section / Side Elevation / 2X6 Post C2
2
Column Selected
From Table 102
Concrete Expansion Anchors
by 21/2" Embedment
o-- - - --- a
0 2" X 2" X 1/8"
E Angles
1X3 OB Sole Platev--- --- o a._
N
N Face of Screen Wall
Edge of Foundation
Plan View Section w/ 1 X3 Sole Plate C2
Typical C2 POSt./COlumn at Foundation 2
Column Selected
From Table 102
Concrete Expansion Anchors
by 21/2" Embedment
0 o- - - - o- - - --- 2" X 2" X 1/8"
c Angles
E v
OU
o- - - --o- — 1X2 OB Sole Plate
t " Face of Screen Wall
d:
Edge of Foundation
Plan View Section w/ 1 X2 Sole Plate C2
Typical C2 Post/Column at Foundation 2
EMBEDMENT SHOWN IS 21/2" TO ACCOMODATE 31/2"
PATIO SLAB, ANCHORS MAY BE EMBEDDED TO A
DEPTH OF 80% OF CONCRETE DEPTH
2„ 7„ 2X7 SMB Post / Column
3" 3-3/4" 4 Each #14 SMS into post web (each side)
when 1X3 Sole plate is utilized,
adjust angle lengths accordingly)
2 X2"X1 /8" Angle 2" Long
O ® 2"X2"X1 /8" Angle 4" Long
O O'.
1X2 OB Sole Plate
N
4 Concrete Expansion Anchors 1/4"O X 21/2" Embedment
3/8" 0 Anchors may be substituted)
Section / Side Elevation / 2X7 SMB Post C2
side)
2
2X7 SMB Connection Detail C1 also applies to larger columns
maintain required component sizes and fastener spacings)
DETAIL C2 SHOWS THE FOUNDATION CONNECTIONS FOR
VARIOUS DEPTH COLUMNS (POSTS/UPRIGHTS). COLUMNS
POSTS/UPRIGHTS) MUST NOT EXCEED ALLOWABLE SPANS
IN TABLE 203. NUMBER IN PARENTHESIS IN TABLE 203
INDICATES THE APPROPRIATE LOAD CONDITION AND
CONNECTION DETAIL (Cl OR C2). FOR CARRIER BEAMS
SUPPORT CONNECTIONS, REFER TO TABLE 212.
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Chapter 2 - Screen Rooms
1" X 2" OB @ PERIMETER
NOTE #1 : USE 1/4"0 X 3" LONG LAG SCREWS INTO
WOOD HOST AND 1/4"0 X 21/4" LONG CONCRETE SCREWS
INTO CONCRETE OR MASONRY CONSTRUCTION
1" EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN
6" OF EACH PERPENDICULAR MEMBER
1" X 1" X 1/16" ANGLES 2" LONG WITH 2-#8 X 1/2" LONG
S.M.S. AT EACH LEG TYPICAL EACH SIDE, TOP & BOTTOM)
I
1" X 2" OB @ PERIMETER
REFER TO NOTE #1 - THIS SHEET
2- # 10 S.M.S. FROM INSIDE FACE OF
1 X 2 OB INTO SCREW SPLINES OF 1 X 2
OB (1" EMBEDMENT MINIMUM.)
REFER TO NOTE #1 - THIS SHEET
Q.
a
a. .
g
CONNECTION WITH CONCEALED FASTENERS
PARTIAL ELEVATIONS / 1" X 2" TO 1" X 2" CONNF(7TnNr,
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Chapter 2 - Screen Rooms
1 X 2 OB @ PERIMETER
FASTEN PER NOTE #1
2" X 2" HOLLOW
HORIZONTAL (GIRT)
1" X 1" X 1/8" ANGLES
LENGTH OF GIRT DEPTH
LESS 1/2") WITH
2- #8 X 1/2" LONG S.M.S.
AT EACH LEG. (TYPICAL
TOP & BOTTOM)
CONNECTION W/ EXPOSED FASTENERS
1 X 2 OB @ PERIMETER
FASTEN PER NOTE #1
GIRT (DETERMINED
BY TABLE)
1 X 2 OB @ PERIMETER
FASTEN PER NOTE #1
1" X 2-1/4" X 1/8"
RECEIVING CHANNEL
POST / COLUMN
NOTE #1 : USE 1/4"0 X 3" LONG LAG SCREWS INTO
WOOD HOST AND 1/4"0 X 21/4" LONG CONCRETE
SCREWS INTO CONCRETE OR MASONRY
CONSTRUCTION (1" EMBEDMENT TYPICAL)
SPACING 24" O.C. AND WITHIN
6" OF EACH PERPENDICULAR MEMBER
2- # 10 S.M.S. FROM INSIDE FACE
OF 1 X 2 OB INTO SCREW SPLINES
OF HOLLOW GIRT (1" EMBEDMENT
MINIMUM.)
CONNECTION W/ CONCEALED FASTENERS
PARTIAL ELEVATIONS / 2 X 2 GIRT TO 1 X 2 CONNECTIONS
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Q0
0
w
0
z
0
U
O
NNQ
ZDz_
JQ
Lu
u-
00
z
0
N
KLuCL
z
wHH
w
2F-
D
0
aa
z
0
w
0
Lu
z
0
U
0
0
aLu
wM
0
0
z
0
0
N
2
c
a0
U
0
ye
Chapter 2 - Screen Rooms
1" X 1" X 1/8" ANGLES
2" LONG WITH 2- #8 X 1/2" LONG
S.M.S. AT EACH LEG
TYPICAL EACH SIDE, TOP & BOTI
CHANNEL ALTERNATE -7
1" X 2-1/4" X 1/8"
RECEIVING CHANNEL
POST / COLUMN
CONNECTION W/ EXPOSED FASTENERS
4 - # 10 S.M.S. FROM INSIDE FACE OF
POST INTO SCREW SPLINES OF HOLLOW
GIRT (1-1/2" EMBEDMENT MINIMUM)
L_
SELF MATING POST
GIRT OR
CHAIR RAIL
CONNECTION W/ CONCEALED FASTENERS
PARTIAL ELEVATIONS / GIRT TO POST CONNECTIONS
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Fditinn) 9 0
Chapter 2 - Screen Rooms
ROOF PANELS (SELECT
PER TABLE 201)
7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7
2" X 2" X.046"
CONTINUOUS
HOLLOW POST
4)-#10 X 4"
S.M.S. INTO
SCREW BOSSES
HOLLOW POSTS W/ 2" X 2" HEADER
ROOF PANELS (SELECT
LE 201) ------.---
2" X 2" X.046"
SELF -MATING POST
i
4)-#10 X 4"
S.M.S. INTO
SCREW BOSSES
SELF -MATING POSTS W/ 2X2 HEADER
POSTS TO SIDE WALL HEADER CONNECTIONS
PARTIAL ELEVATIONS @ WALL FACE)
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Page 2 - 16
ME
N
CD
0
m
v
2" X 2" X 0.045"
SCREW SPLINE.
ROOF PANELS (SELECT
0"
SECTION
4)-#10 X 4" S.M.S.
INTO SCREW BOSSES
2"X3"OR2"X4"
HOLLOW POST
ROOF PANELS (SELECT
PER TABLE 201)
SCREEN FACE) ELEVATION
EDGE BEAM FASTENING DETAILS - 2" X 2" W/ HOLLOW POST
2" X 2" HEADER DETAIL #1)
nrnQV0Ir."T ?mn ninT Tn RF aFPrznnl irrn 1ry WHnl F nR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA
COPYRIGHT 2010 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRI I i EN VLHMIJJIUN Ur I t1t HLUIVIIIVUIVI 1iOJUwn11-1. --
ROOF PANELS PER TABLE 201
2X3 OR 2X4 HOLLOW TILT EDGE BEAM
ROOF PANELS PER TABLE 201
2X3 OR 2X4 HOLLOW TILT EDGE BEAM
i I
111
i ii 1211
I
SCREW SPACING TYPICAL AS SHOWN - #10 SMS 1X2 TO HOLLOW SECTION ABOVE
SPACE ADDITIONAL SCREWS @ 12" O.C. ACROSS BEAM SPAN)
1X2X.045 (OB) 2'-9"
SELF -MATING OR HOLLOW POST
1X2 OPEN BACK TO TILT BEAM FASTENING DETAIL (ELEVATION)
ROOF PANELS PER TABLE 201
2X4 SELF -MATING BEAM
ROOF PANELS PER TABLE 201
2X4 SELF -MATING BEAM
sl 1"i i
211_ 21I 2,IT.
I
2„`1_ 2 11 2
I
4” 6" I -- Q11 Y..j- - 1011
SCREW SPACING TYPICAL AS SHOWN -
l#
110 SMS 11X2 TO HOLLOW SECTION ABOVE
i (
SPACE ADDITIONAL SCREWS @ 12" O.C.)
1X2X.045 (OB) 2'-11"
SELF -MATING OR HOLLOW POST
1X2 OPEN BACK TO 2X4 SELF -MATING BEAM FASTENING DETAIL (ELEVATION
n
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rr
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CD
CD
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ul
Chapter 2 - Screen Rooms
COMPOSITE ROOF PANEL
REFER TO TABLE 201)
RECEIVING CHANNEL WITH
14 X 3/4" S.M.S. @ 10" O.C.
TOP AND BOTTOM
T
0 OD
O
0 0
FASTEN TO FASCIA WITH
1/4"0 X 21/z" LAGS 12" ON CENTER
ALONG HEADER
NOTE: FASCIA MUST BE 2" NOMINAL,
1" NOMINAL FASCIA MAY BE
AUGMENTED TO 2".
COMPOSITE ROOF PANEL CONNECTION TO HOST FASCIA
a,
EXISTING FASCIA
d
a,
0 0 0 0
00 0o 0 0 0000 0' O 0
a
14 SMS 10" ON CENTER s
THRU RECEIVING CHANNEL
INTO PANEL TOP AND BOTTOM
a9
COMPOSITE ROOF PANEL CONNECTION TO HOST WALL
EXISTING MASONRY OR
a0
WOOD FRAMED HOST
0
JlL
STRUCTURE PERIMETER WALL
u-
0
z
0
EXTRUDED OR MINIMUM .040 THICKNESS
a
ROOF HEADER (A.K.A. RECEIVING CHANNEL) F
O
zz
a.
d
n
Q
LONG MASONRY SCREWS FOR MASONRY
HOST @ 16" O.C.
z
EXISTING MASONRY
aO
OR WOOD FRAMED
U
b. HOST STRUCTURE
PERIMETER WALL
0
zO
V,
wCL
z
LU
w
0
WHERE PROXIMITY OF HOST EAVE PROHIBITS
INSTALLATION OF FASTENER INTO TOP OF PANEL,
FASTEN PANELS @ BOTTOM W/ 6 EACH #14 SMS z
PER PANEL (THIS APPLIES ONLY TO MAXIMUM o
ROOF PANEL SPAN OF 12' AND A ROOF HEIGHT Lu
OF 8', ALL OTHER APPLICATIONS REQUIRE SITE
SPECIFIC ENGINEERING)
z
EXISTING MASONRY OR
0
Lu
WOOD FRAMED HOST o
STRUCTURE PERIMETER WALL
CLW
EXTRUDED OR MINIMUM .040 THICKNESS
w
o
ROOF HEADER (A.K.A. RECEIVING CHANNEL) F
WITH 'A" O X 21/z" LONG LAG SCREWS FOR zz
LUMBER HOST 1 PER STUD - 3/8"0 X 21/2" 112
LONG MASONRY SCREWS FOR MASONRY
HOST @ 16" O.C.
0
aO
U
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Page 2 - 34
Florida Building Code Online
Business
BQS Home Log in user Registration Hot Topic Submit Surcharge Stats & Fact,
PE -0046549
Product Manufacturer Elite Aluminum Corporation
Professional Product Approval
USER:
Validated By
Coconut Creek, FL 33073
Public User
954) 949-3200
Certificate of Independence
Appmvat Menu > PrcdLIC or Application Search > Appl'catipn List > Application Detail
FL #
FL5500-R4
Technical Representative
Application Type
Revision
4650 Lyons Technology Parkway
Code Version 2014
Sections from the Code
Application Status Approved
Page 1 of 2
Comments
Frank L Bennardo, P.E.
Publications FBC Staff BQS Site Map Links Search
Comments
Frank L Bennardo, P.E.
Archived
PE -0046549
Product Manufacturer Elite Aluminum Corporation
Address/Phone/Email
4650 Lyons Technology Parkway
Validated By
Coconut Creek, FL 33073
954) 949-3200
Certificate of Independence
dk@dokimengineering.net
Authorized Signature Frank Bennardo
Equivalence of Product Standards
frank@engexp.com
Technical Representative Bruce Peacock
Address/Phone/Email
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
Sections from the Code
954) 949-3200
bpeacock@elitealuminum.com
Quality Assurance Representative
1709.3
Address/Phone/Email
Category
Roofing
Subcategory Metal Roofing
Compliance Method
Evaluation Report from a Florida Registered Architect or a LicensedFloridaProfessionalEngineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
the Evaluation Report Frank L Bennardo, P.E.
Florida License
PE -0046549
Quality Assurance Entity Quality Auditing Institute Ltd. Quality Assurance Contract Expiration Date 12/31/2018
Validated By
Jorge A. Pomerantz, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Florida Licensed Professional Engineer or Architect
Sections from the Code
104.11.2
1709.3
Product Approval Method
Method 2 Option B
Date Submitted
02/26/2015
Date Validated
03/08/2015
https://floridabuildin2.org/nr/nr qnn tri
Florida Building Code Online
Date Pending FBC Approval
Date Approved
of Products
FL #
5500.1
Model, Number or Name
03/09/2015
04/15/2015
Description
Aluminum / Aluminum Roof Panels 1 EPS Foam Core Composite Patio Roof Panels
Limits of Use
APProved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: For outdoor patio construction only. For use outside
the HVHZ. See installation drawing for allowable span/load
combinations.
Page 2 of 2
Installation Instructions
R4
Verified By: Frank JL Bennardo, P.E. PE0046549
Created by Independent Third Party: Yes
Evaluation Reports
c
fid Rd AE
Created by Independent Third Party: Yes
e` ack Next
Costa¢ us :: 1940 North Monroe Street. Tallahassee FL 3 399 Phone: 850-487-1824
The State a Florida is an AA/EEO employer. Copy 'eht 2007-2013 State Of Florida :: Privacy Statement :: Actessib'ity Stxertrent :: Relu
under Florida law, email addresses are public records. If you do not want your e-mail address released i MSPorrsomalltothisendty. Instead, contact the office bYphone ",by traditional mail. If you have a , m a publ'-remrds request' do not send electronic
1), Florida Statutes, effective October 1, 2012, licensees'tensed under Chapter 455, F.S. m st Pi ase contaCt 850.487.1395. 'pursuant to Semon 455.275
emails provided may be used for cf'ciai communication with the Ilcertsee. However email addressestPovid
a
he Depaub4ic rete,,. if you do rw(I addressishto if
have
one. Theaddress, please Provide the Department with an email address whim can be made available to the public. To determine if you are a lice under- csee undChapter
1
Please click here .455, F.S.,
Product Approval Accepts
0A M
secvrites;!.c'z _o
https://floridabuildinL.orL,/nr/n,- a,,,, Iti
ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf).
GFNF.RAI. NOTFS
L omCposite panels .shall be Constructed using type 3003-11154 aluminum facings, I or 2 PCI' ASTM C-578 carpenter brand EPS
adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite punel products only in
accordance with approved Fabrication methods.
2. Elite roofponels maintain a UL 1715 (int) class 'B' (ext) rating and arc NEIi-501 approved.
3. 'Phis specification lips been designed and shall be labricaled in accordance with the requirements of the Florida Building Code
56 Edition (1713C), composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class A interior finish, and
Chapter 26 Section 2603. All local building code amendments shall be adhered to as required.
4. The designer shall determine by accepted engineering practice the allowable loads for site specific load conditions (including
load combinations) using the data Itom the allowable louds tables and spans in this approval.
5. Deflection limits and allowable sports have been listed to meet FDC including the HVHZ. In HV1IZ, this product shall be used
in structures "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the 14VI IZ
requirements are met.
6. Salety Ieclor oI 2.0 has been use t0 develop allowable loads and Spans from testing in accordance to the Guidelines for
Aluminum Structures Fart I and conforms to the FBC Chapter 16 and 20.
7. Testing hos been conducted in accordance to ASTM 1,72-05: Strength fest ol'Ponels for Building Construction.
8. Itel'erenec test reports: HETI-05-1988, 1IETI-06-2104, PIE 11-06-2066, 1IETI-06-2105, 111,1'1-06-2067, 1IET1-05-1002, IiE'I'I-
06-2107, 1IET1-05-1987, I IETI-06-2069, I1ETI-06-2070, I-IETI-06-2071, 1IETI-05-1994, I1ETI-05-1991, 111311-06-2072,
HETI-06-2073, ill -fl -06-2074, HEI'I-05-1996, HETI-05-1989, HETI-05-1993, HF -11-05-1985, HETI-05-1995, HETI-05-
1990, Ilf-"f1-05-1997, IILTI-05-2037, IfEI'1-05-2029, HETI-05-2039, IIETI-05-2030, HE11-05-2041, IALI.1-05-2048, HEl'1-
05-2036, I1ET1-05-2031, HETI-05-2038, HGfl-05-2065, HETI-0.5-2040, HETI-05-2042.
9. Linear interpolation shall be allowed for figures within the tables shown.
10. Panels with fun benms shall be considered equivalent to similar pnnels without fon beams. Design prolessionnls may include
u .1.e,,,,n, , rm,. I,- i_Ao, to exeeed din- fiuures as part ol'sile-specific engineering. _
DO KIM
6 ASSOCIATES. LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Ta mpe, FL 33818
T.I. (813) 857 9955
APPROVAL
D FOR PRODUCT
OVAL
D FOR 200T
UCT APPROVAL
D FOR 3019 FBC
UCT APPROVAL
RPRODUCT
OVAL
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N
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inW a
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SEAL JUWT LITH
CONTfNUDUS CAULKING
f
0000 000000
DMWNBY: OYK
0 0 0 0 0 0 0 0 0 0, SCALE:
DSY: DYK
SCALE: AS SHOWN
DAT LI9/12
N,[[gLpEKIN ERO<e cF .TIUN
OPTIONAL
Y ' GUTTER O 1DRIPCAP
0f \GENS A- ix SLOPE I 9' MAX WIDTH INTERLOCKING F
r=
PANEL (1/4'/Fr MIN SLOPE)
O o O OHO O JI -ij No.d i(EON NI E.
OO 000000000 i EPS CORE ILD OR 2LB 0000000 FI-A.R .NU a
H 0 0 0 0 0 0 <f5 0 0 0
0 0 o 0 0. 0 000 000
0 o ssoaAT
ALUMINUM
FAOfINGSTOM -
000 .f -f AN 28"LUO / BOX 100
CLEAR SPAN (L) INSIDE TO INSIDE DQ O.H. STATErenpa, FL
000
CPS% 0RIDP'.'"
ENGINEER OF RECORD TO t'i2OV1 DE 00 76' MAX IN FRONT t. 25% S
GOR ROOF CONNECTIONS 6' ADD THICKNESS OF 0 -25-15
SUPP00TING STRUCTURE DE:tA1L BY `GALL FOR TOTAL 000 OF PANEL WIDTH a SIDES NAL
THIS OR ANY OTHER ENGINEER. PANEL SPAN, 00 <12' NAX AT SIDES) "Vir t
Drawing No. - FL -1001
EPS ROOF PANEL/ SPAN DESCRIPTION SHEET 1 of t
J
D
ALLOWABLE SPANS for BEAMS SUPPORTING SOLID ROOFS in Screen Rooms TYPE II
Applied Unit Load = 35.8 (PSF) Wind Zone= 140 MPH Exposure Category: B
Alloy = 6005T5/6061T6 Contributing Load Width / Spacing
Table 202e
Single Extrusion Profiles 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11° - 0" 12' - 0"
2 X 2 X 0.046" Hollow T-8" 3'-4" 3'-1" 2'-11" 2'-9" 2'-7" 2'-6" 2'-5"
3 X 2 X 0.050" Hollow 4'-11" 4'-6" 4'-2" 3'-11" 3' 8" T-6" T-4" T-2"
3 X 2 X 0.072" Hollow 6'-2" 5'-7" 5'-2" 4'-10" 4'-7" 4'-4" 4'-2" T-11"
2 X 4 X 0.050" Hollow Tilt (HT) 5'-9" 5'-3" 4'-10" 4'-6" 4'-3" 4'-0" T-10" 3'-8"
2X4 SMB 5'-9" 5'-3" 4'-10" 4'-6" 4'-3" 4'-0" T-10" T-8"
2X5 SMB T-2" 6'-7" 6'-1" 5'-8" 5'-4" 5'-1" 4'-10" 4'-8"
2X6 SMB 8'-1" 7'-4" 6-10" 6'-5" 6'-0" 5'-8" 5'-5" 5'-3"
2X7 SMB 10'-5" 9'-6" 8'-10" 8'-3" T-9" T-5" T-1" 6'-9"
2X8 SMB 15'-10" 14'-6" 13'-5" 12'-6" 11'-10" 11'-3" 10'-8" 10'-3"
Combination Sections 5' - 0" 6' - 0" 7' - 0" 81- 0" 9' - 0" 10' - 0" 11-- 0" 12' - 0"
2X3 HT+1X2 OB 5'-10" I 5'-4" 4'-11" 4'-8" 4'-4" 4'-2"*
4'-4
T-9"
2X4 HT+1X2 OB T-2" 6'-7" 6'-1" 5'-8" 5'-4" 5'-1" 4'-8"
2X4 SMB+1X2 OB 6'-6" 5'-11" 5'-6" 5'-1" 4'-10" 4'-7"4'-2"
Note: For Combination Sections, the 1X2 Open Back must be fastened to the accompanying edge beam
per special fastening elevation on Page 31.
ALLOWABLE SPANS for Carrier Beams or Intermediate Roof Beams in Screen Rooms Table 208e
FOR Wind Zone = 140 MPH Exposure Category B FOR a TYPE II Room
Unit Load (Design Pressure) = 35.8 (PS F)
Beam Extrusion (Profile) Beam Soacina / Tributary Load Width
of Alloy: 6005T5/6061T6 6' 0" 8'-0" 10' 0" 12' 0" 14'-0" 16' 0" 18'-0" 20'-0" 22'-0"
2 X 4 X 0.045 X 0.100 SMB 5'-3"a 4'-6"a 4'-0"a T -8"a T -5"a 3'-2"a 3'-0"a 2'-10"b 2'-9"b
2 X 5 X 0.050 X 0.116 SMB 6'-7"a 5'-8"a 5--l-'a 4'-8"b 4'-4"b 4'-0"b T -10"b 3'-7"b 3'-5"b
2X 6 X 0.050 X 0.120 SMB T -4"a 6'-5"a 5'-8"b 5'-3"b 4'-10"b 4'-6"b 4'-3"b 4'-0"b T -10"b
2 X 7 X 0.055 X 0.120 SMB 8'-4"a 7'-3"b 6'-5"b 5'-11"b 5'-5"b 5'-1"b 4'-10"b 4'-7"b 4'-4"b
2 X 8 X 0.072 X 0.224 SMB 14'-6"b 12'-6"b 11' -3"c10' 3"c 9'-6"c 8'-10"c 8'-4"c T -11"c T -7"d
2 X 9 X 0.082 X 0.306 SMB 19'-4"c 16'-9"c 15'-0"c 13'-8"d 12'-8"d 11'-10"d 11'-2"d 10'-7"d 10'-1 "d
2 X 10 X 0.092 X 0.389 SMB 22'-8"c 19'-7"c 17'-7"d 16'-0"d 14'-10"d 13'-10"d 13'-1"e 12'-5"e 11'-10"e
Double 2X9X.082X.306 SMB 27'-5"d 23'-9"d 21'-3"d 19'-4"e 17'-11"e 16'-9"e 15'-10"e 15'-0"e 14'-4"e
Double 2X10X.092X.389 SMB 32'-0"d 27'-9"d 24'-10"e 22'-8"e 1 20'-11 "e 19'-7"e 18'-6"e 17'-7"e 16'-9"e
Note: Letter following span corresponds to Table 212 (p.2-12) for fastening requirements at foundation
OCOPYRIGHT 2010 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA
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Chapter 2 - Screen Rooms
ALLOWABLE SPANS for Primary Members In Screen Walls (Posts/Colurms)
Wind Zone = 140 MPH Design Pressure: 18.5 PSFFORScreenMesh: 18/14
Alloy: 6005T5/6061 T6
Table 203e
Exposure B
Mean Roof Height ? 30 ft
T-0"
5'-10"(1)
6'-3"(1)
6'-91.0)
6'-2"(1)
7'-6"(1)
8'-4"(1)
17'-3"(2)
22'-0"(2)
26'-7"(2)
T-5"(1)
10'-0"(2)
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Friitinn) 9 n
T-6"
3'-10"(1)
5'-7"(1)
6'-6"(1)
T-2"(1)
6'-8"(1)
5'-11"(1)
8'-11"(2)
16'-8"(2)
21'-3"(2)
25'-8"(2)
T-2"(1)
9'-8"(2)
8'-0"
T-8"(1)
6'-6"(1)
T-10"(1)
8'-8"(2)
16'-2"(2)
20'-7"(2)
24'-10"(2)
6'-11"(l)
9'-4"(2)
Pana 9 - rA
Load Widths or SpacingPost / column
2" X 2" X 0.046" X 0.046" Hollow
4'-0" 4'-6"
2" X 3" X 0.05" X 0.05" Hallow
5'-3"(1) 4'-11"(1)
2" X 3" X 0.05" X 0.0 " Snap
T-8"(1)
8'-3"(1)
T-3"(1) 6'-10"(1) 6'-6"(1) 6'-3"(1)
2" X 4" X 0.05 ",X " Hollow
T-9"(1) T-4"(1)
2" X 4" X 0.05"
8'-11"(1) 8'-4"(1) 7'-11"(1) 7' -_7 3-(1)
05" ap
2" X 5" X 0.050" X 0.050" Hollow
9'-10"(1) 9' 3"(1)
0.(1)
2"X4"X0.046"X0.10" SMB
9'-2"(1)8'-3"(1)) 7'-10'((1)) 7'-6"(1) 7'-2"(1)
2"X5'X0.05"X0.116" SMB
8'-1"(1) 7'-8"(1) 7-3"(1) 6'-11"(1) 6'-8"(1)
2"X6"X0.05"X0.l2" SMB
9'-11"(1) 9'-4"(1)
89'--
01""((11)
98((11))2"X7"X0.055"X0.12" SMB
11'-1"(1) 10'-5"(1)
8T
SMB
12'3"(1)
2"X8X.072"X0.224"
11'-7"(1) 10'-11(1)10'-5"(1) 10'-0"1) 9'-7"(1)
2"X9"X.082"X.306" SMB
22-10"(2) 21'-7 205"( 2) 19'-6"(2) 18'-8"(2) 17'-11"(2)
2"X10"X.092"X.389" SMB
29'-2"(2) 27'-6"(2) 26-1"(2) 24'-10"(2)23'-10"(2) 22'-10"(2)
3" X 3" X 0.090" Hollow
35'-2 (2) 33'-2"(2) 31'-5"(2) 29'-11"(2) 28'-9"(2) 27'-7"(2)
3" X 3" X 0.125" Hollow
9'-10"(1)
T-9"(1)
13'-3"( 1) 12'-6"(1) 11'-10"(1) 11'-4"(1) 10'-10"(1) 107-5"(2)
Table 203e
Exposure B
Mean Roof Height ? 30 ft
T-0"
5'-10"(1)
6'-3"(1)
6'-91.0)
6'-2"(1)
7'-6"(1)
8'-4"(1)
17'-3"(2)
22'-0"(2)
26'-7"(2)
T-5"(1)
10'-0"(2)
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Friitinn) 9 n
T-6"
3'-10"(1)
5'-7"(1)
6'-6"(1)
T-2"(1)
6'-8"(1)
5'-11"(1)
8'-11"(2)
16'-8"(2)
21'-3"(2)
25'-8"(2)
T-2"(1)
9'-8"(2)
8'-0"
T-8"(1)
6'-6"(1)
T-10"(1)
8'-8"(2)
16'-2"(2)
20'-7"(2)
24'-10"(2)
6'-11"(l)
9'-4"(2)
Pana 9 - rA
Chapter 2 - Screen Rooms
ALLOWABLE SPANS for SECONDARY SCREEN WALL MEMBERS
GIRTS OR CHAIR RAILS)
DSf
Table 204,1
Mean Roof Height ? 30 ft
Table 204
FOR 100&110 mph Wind Zones
18/14Screen
Exp g
Unit Load= 11.44 sf
Table 204a&b
Mean Roof Height ? 30 ft
Load Width / S acin
5'-6"
4'-9"
7' 10" 7' 10" 7'-10" 7'-9"
Extrusion 4'-0"
2X2X.046 Hollow 6'-11"
2X3X.050 Hollow 7'-10"
2X4X.05" 7'-10"
2X3X.072" 7'-10"
4'-6" 5'-0"
6'-6" 6'-10"
7'-10"
T-10" T-10"
5'-6"
T-10"
7'-10"
T-10"
5' S"
7'-g"
T-10"
5'-2"
7'-5"
T-10"
Maximum Spacing (Vertical) 7 ft o.c.; maximum allowable span 7' 10")
th / S acinLoad
Wid77
FOR 120 mph Wind Zone Exp B
18/14Screen
Exp g
Unit Load= 13.2 nsf Mean Roof Height
Table 204c
30 ft
Load Width / S acin
3'-10"
T_0„
Maximum Spacing (Vertical) 7 ft o.c.; maximum allowable span 7' 10')
NOTE (Table 104):
maximum span of 7' 10" governed by maximum post spacing of 8' 0"
Extrusion 4'-0"
2X2X.046 Hollow 6'-3"
2X3X.050 Hollow 7'-10"
2X4X.05"T-10"
2X3X.0722" 7'-10"
4'-6" 5'-0"
5'-11" 5'-7"
7'-10" 7'-10"
T-10" T-10"
7'-10" 7'
5'-6"
5'-4"
7'-9"
0"
7'-10"
6' 0.,
T-10"
6'-6"
T-10"
T-0„
T-10"
Maximum Spacing (Vertical) 7 ft o.c.; maximum allowable span 7' 10"
FOR 130 mph Wind Zone Exp B Exp g
18/14Screen Unit Load = 15.84 DSf
Table 204,1
Mean Roof Height ? 30 ft
Load Width / S acin
Extrusion 4'-0" 4'-6" 5'-0"
2X2X.046 Hollow 5'-7" 5'-3" 5'-0"
2X3X.050 Hollow 7'_10" 7'-9"
2X4X.05" T-10" T-10" 7' 10"
2X3X.072" 7' 10" 7' 10" 7'-10"
5'-6"
4'-9"
7' 10" 7' 10" 7'-10" 7'-9"
Maximum Spacing (Vertical) 7 ft o.c.; maximum allowable span 7' 1011)
FOR 140 mph Wind Zone Exp B Exp g
18/14Screen
Unit Load = 18.48 1)sf
Table 204e
Mean Roof Height ? 30 ft
th / S acinLoad
Wid77Extrusion4'-0" 4'-6" 5'-0"
2X2X.046 Hollow 5'-1" 4'-9" 4'-6"
2X3X.050 Hollow T-7" T-2" 6'-9"
2X4X.05" 7'-10" 7'-10" 7'-10"
2X3X.072" 7'-10" T-10" 7'-10"
5'-6"
4'-4"
T-10"
7'-10"
4'-2"
T -g°
7'-7"
T-11"
T_3"
3'-10"
T_0„
Maximum Spacing (Vertical) 7 ft o.c.; maximum allowable span 7' 10')
NOTE (Table 104):
maximum span of 7' 10" governed by maximum post spacing of 8' 0"
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2 n Pane 2 - 5F
Chapter 2 - Screen Rooms
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
Concrete Slab Foundations & Monolithic Footings (Detail F2)
0
a
Table 205 Exposure B
o
z_ Allowable Post Spacings (Feet) for Column Connection Detail C1 in Type I Screen Rooms
Allowable Tributary Load Wid ths for Solid R
J Total Bottom
0
5 6 7 8 9100 & 110 mph Zones 8.0 6 7 5.7 5.0
10 11
oofs
U-
120 m h Zone 4.5
6.8 5.6 4.8 4.2 3.8
4.0 3.7 3.3
0
130 m h Zone 5.8 4.8 4.1 3.6 3.2140mhZone5.0
Solid Roofs / Screen Walls
C.
U
Height (In) Width (In) Reinforcement
2 1
110 mph 120 mph 130 mph 1400
aw
4" Nominal Patio Slab (only) 5'-11/4" 4'-33/4°
mph
O
8 8
Table 207 -II
Attributable Roof WidthWindZone5
T-83/4" 3'-3 /z"
O
0110
z
6 7
mph Zone 8 9
9.9 8.3 7.1 6.2
10
1 Each #5
12
7'-11 /4" 6'-8'/z" 35'-11 /4" 15'-3 /4"
Q
0
N
8 12 2 Each #5
3.5
8'-10'/4" T-53/4" 6'- 81/2 51- 11"
j
Z
12 12 2 Each #5
2 6
11'-63/4" 9'-9'/z" 8'-11 /a" 7'-10/Z"
a
O
12 16 2 Each #5 13'-43/4" 11'- 4" 10'- 5" 9'-2 /4"
a 16 16 2 Each #5 17'-0'/4" 14'- 5" 13'-4'/z" 11'-93/4"
0 Continuous Perimeter Concrete Footings
z Table 206 Exposure B
o
Allowable Tributary Load Widths for Solid RoofsNHeight (In) Width (In) Reinforcement 110 mphP130120mph mph 140w
a
8 8 1 Each #5 4'-0/z" 3'- 5" 2'-11'h"
mph
2'-71/4" z 8 12 2 Each #56'-03/4" 5'-1'/z"
12 12 2 Each #5 91- 1" T-8'/4" 6'- 8" 5-10Y211w12162Each #5 12'-1 1/z" 10'- 3" 8'-103/4"
16 16 2 Each #5 16'- 2" 13'- 8" 11'-10/4 10'-5%z" 0
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
a
z_ Allowable Post Spacings (Feet) for Column Connection Detail C1 in Type I Screen Rooms
Wind Zone Attributable Roof Width
Table 207-1
0
5 6 7 8 9100 & 110 mph Zones 8.0 6 7 5.7 5.0
10 11 12
Z
120 m h Zone 4.5
6.8 5.6 4.8 4.2 3.8
4.0 3.7 3.3
0
130 m h Zone 5.8 4.8 4.1 3.6 3.2140mhZone5.0
3.4
2.9
3.1
2.6
2,8
2.4
U 4.1 3.5
Load Condition 2 /Detail C2 RequQed when Table 207 Tabular Values
2 5 2.3 2 1
0 are Exc eded
awOf
Allowable. Post Spacings (Feet) for Column Connection Detail C1 in Type
O
II Screen Roomsooms Table 207 -II
Attributable Roof WidthWindZone5
0110
z
6 7
mph Zone 8 9
9.9 8.3 7.1 6.2
10 11 12
0
5.5120menZone8.4 7.0 6.0 5.2
5.0 4.5 4.1
0
N 130 mph Zone 4.6
7.1 5.9 5.1 4.5
4.2 3.8 3.5
F- 4.0140mphZone6.1 5,1 4 4
3.6 3.2 3.0
Load Condition 2 / Detail C2 Required when Table 207 Tabular Values
3 1 2 8 2 6
are Exc eded
a
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AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0
W
BO UN DARY SURVEY
LEGAL DESCRIPTION:
LOT 110, BAKERS CROSSING PHASE 2 ACCORDING TO THE PLAT THEREOF, AS RECORDED IN
PLAT BOOK 62, PAGE 97-99, INCLUSIVE, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
FLOOD INFORMATION:
BY PERFORM ING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV
THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF
SAN FORD, COMM UNITYNUMBER120294, DATED 9/28/2007.
CERTIFIEDTO:
MINA D. RAKY; FIRST AMERICAN TITLE INSURANCECOMPANY; FREEDOM MORTGAGE
CORPORATION
Hppalloosa court, - I
Asphalt Road)/ 2' Miami Curt C27
Platted Private Right
R=50.00'(P)
of -Way) L=38.53'(P)
4' Concrete
Sidewalk A=44°09'13" P
Chord Bearing=
N 84°08'36" E 37.58'(P)
wM
N 83°58'36"E 37.54'(91)
Fnd. '/," Rebar
PRC located
on Lot 111
Fad. 'A Rebar
No Identification) /
S s37CNoIdentification) l J C27 90
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Fnd. ''/,"
daz0, Lot 109
Rebar
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C37 _
LR=50.00'(P) -- -
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L=14.91'(P) I
Concrete
Driveway
A=17°05'12"(P)
Chord Bearing= i0'3
Fad.'/"Rebar
S 65'14'11 " E 14.86(P) I 3" 2' No Identification)
N64°58'51"E 15.00'(NI) 16'N
20. 20.0' . ' ' ' ' ' nLj rnN .'.'. 15.0' ' .'.'.'.'.
N ' 5.0' .
G I Roofed .'.'.'.'.'.
Entry.........-.,.-
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Block'.'.'.'.'.'.::
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No Identification) (No Identification)
N 89°50'15" W 85.63'(1v4)
OCT N 90000'00" W 85.67'(P) 1 2013
Tract „G"
w E Bakers Crossing Phase 1 ` - __ Graphic Scale
Plat Book 60, Pages 27-29)
WJE
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ao'
REQUIRED INSPEC'T'ION SEQUENCE
BP# 14. - zq e s
BUILDING PERMIT
Min Max Ins ection IDescri tion
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour
Lintel / Tie Beam / Fill / Down Cell
Sheathing - Walls
Sheathing - Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
REVISED: June 2014
Address: 53 t AW -14r. -w t T,*
ELECTRICAL PERMIT I
Min Max Inspection Descrij2tion
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
MECHANICAL PERMIT
Min Max Ins ection Description
Mechanical Rough
Mechanical Final
I min I Max I Insmection TDescriDtion
Gas Unde
Gas Roug
Gas Final
Revision _ City of Sanford
Respons6 to Comments 11Building & Fire Prevention Divisionzff— Ph: 407.688.5150 Fax: 407.688.5152
DEC 015 2016 Email: building@sanfordfl.gov
fly
Permit # Ce -2-9(n Submittal Date k
Project Address: A PPA
Contact: "t 7 i2&. [moi C_
Ph: ('?-7 „f-, `C Fax: O`-1 7qD 6061 d
Email: (('l S- 4; '-L GU tyi E &l C( -'X, cpm - T*,9
Trades encompassed in revision: General description of revision:
uilding
C --
S
Plumbing C (A V \V1 t' -- o
Electrical C nCG_S IP_ ! ti -01 f h
Mechanical G lC "olC,-- 0
Life Safety C-- . { !_-CISA3C-C
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Waste Water n J4 CiC.n ,--'
dsk-
Department
Utilities
Waste Water
Planning
Engineering
Fire Prevention
ROUTING INFORMATION
Approvals
Building io"-, 1
Chapter 2 - Screen Rooms
RECORD COPY
1" X 2" OB @ PERIMETER
NOTE #1 : USE '/a" 0 X 3" LONG LAG SCREWS INTO
WOOD HOST AND '14"0 X 21/4" LONG CONCRETE SCREWS
INTO CONCRETE OR MASONRY CONSTRUCTION
1" EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN
6" OF EACH PERPENDICULAR MEMBER
1" X 1" X 1/16" ANGLES 2" LONG WITH 248 X 1/2" LONG
S.M.S. AT EACH LEG TYPICAL EACH SIDE, TOP & BOTTOM)
I
1" X 2" OB @ PERIMETER (
REFER TO NOTE #1 - THIS SHEET \ I J
2- # 10 S.M.S. FROM INSIDE FACE OF
J(J
1 X 2 OB INTO SCREW SPLINES OF 1 X 2
OB (1" EMBEDMENT MINIMUM.)
REFER TO NOTE #1 - THIS SHEET
AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0