HomeMy WebLinkAbout2624 River Laing DrCITY OF SANFORD
BUILDING & FIRE PREVENTION
TF�D PERMIT APPLICATION
Application No: coLA II
Documented Construction Value: $ 2300.00
Job Address: 2624 River Laing Drive Historic District: Yes ❑ No
Parcel ID: 26-19-30-5SY-0000-0800 Residential ® Commercial ❑
Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work: screen room with 3" Elite panel roof installed on existing slab
Plan Review Contact Person: Annette Geissler
Phone: 407 461-9926 Fax: 407 365-3194
Title: Secretary
Email: sunstatesiding@aol.com
Property Owner Information
Name Norma M Simmons Phone: 40WOO-2'133i
Street: 2624 River Landing Drive Resident of property? : yes
City, State Zip: Sanford, FL 32771
Contractor Information
Name Donald G. Geissler, Jr Sun State Siding, Inc Phone: 407 830-7778
Street: 510 Lake Lenelle Drive Fax: 407 365-3194
City, State Zip: Chuluota, FL 32766 State License No.: SCC048423
Architect/Engineer Information
Name: Craig Gunderson Florida Engineering LLC Phone: 941 391-5980
Street: 4456 Tamiami Trail, B14
City, St, Zip: Port Charlotte, FL 33980-2101
Bonding Company:
Address:
Fax: 941 979-8195
E-mail: contact@flengineeringlic.com
Mortgage Lender:
Address:
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.
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code'
Revised: June 30, 2015 Permit Application "'
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 at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
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.
t��
(signature of caner ' — Date
WW6L W -Sc Wr -)
OR wner/21g- n 's Name
Sign tore
Owner/Agent r n or
Produced ID Type of ID QHC11)
r ✓er b[
of No -State of Florida Date
;.•otPF�"�s��•.;
JULIETTEM.ALVAREZ
Notary Public - State Florida
of
Commission � FF 116887
••�9j,FOFe��p�'
My Comm. Expires Apr 28.2018
Permits Required
Construction Type:
Total Sq Ft of Bldg:
yl� I 1"-I�
Signature of Contractor/Agent Date
TL o"a\d, � . �ac,5�r
Print Contract or/A ent's Name
'Iwa 4 z-1z-LB
+-,
Notary tate of Flori =toMe
r►'"W o1 Florida M138or a 0
Contractor/Agent is Personally Known to Me or -
Produced
ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas❑ Roof ❑
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads
Job-
.
APPROVALS: ZONING: - - Sm TILITIES:
ENGINEERING:
COMMF"TTc-
Flood Zone:
# of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
BUILDING:
Ok to install screen room with 3" elite panel roof on existing slab as shown on plan. The screen
enclosure shall be constructed with same design, material and style as the others in the nearby and
adjacent building.
Revised: June 30, 2015 Permit Application
R EQ UffRED ENSF ECTIO S1EQU ENC1E
i SumBD]GmG PER.Mr
Mnm M`al};c' Jj®� ee�u®n 11De�eII'u �u®m.
Footer / Setback
Stemwall
Foundation / Form Board -.'Survey
Slab /' Mono Slab. Pre our
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 Roof
Final Stucco./ Siding
Insulation Final
Final Utility Building -
Final Door
Final Window -
Final Screen.Room
Final. Pool Screen Enclosure
Mobile Home Building Final.
Pre -Demo
Final Demo.
Final Single Family- Residence
Final. Building. Other
Mun
Ma.
Imp ecdon Description
Electric. Underground
Footer /' Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
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'{I:�Artn�l.��t.,tt��/��':.iv L�����++ s2,aryuw:.. aq,yyL�+.RrY� .�vY,T1•Vl.' s �tyi�G-� C�7$I+�¢i
h'C;G �ijzl"h!'r„
EA..a.. ,��'.f4j. ;
Min
max
Inspection IIDescn*2flon
Plumbing Underground
Plumbing Sewer
Plumbing Tub. Set
Plumbing Final
Mum
Marc
liras ection J(D•escrLion
Mechanical Rough
Mechanical. Final.
Min
Max
rms ecgom.IIDescri ¢ion
Gas Underground
Gas Rough
Gas Final
REVISED: June 20144
SUN STATE SIDING, INC. PROPOSAL # 1
510 LAKE LENELLE DRIVE DATE 1 /04/2018
CHULUOTA, FL 32766
407 830-7778 phone
407 365-3194 faxState License SCC048423
Submitted to: Job Location:
Marie Simmons SAME
2624 River Landing Drive Riverview Lot 80
Sanford, FL 32771
ree 31877Calg ma i I. c om
We propose to furnish all the materials and perform all the labor necessary for the completion of:
Furnish and install screen room on existing slab with 3" Elite panel roof $ 2,300.00
with 12" overhang, extruded drip edge fascia, 14' of 6" gutter and (1) 3 x 4 downspout,
(1) 3' 0" x 6' 8" screen door, 18 x 14 charcoal screen, finish caulk.
Chair rail height is 36"
Site specific, engineer stamped plans & City of Sanford permit$ 300.00
All material is guaranteed to be as specified and the above work to be performed in accordance with the drawings
and specifications submitted for the above work and completed in a substantial workmanlike manner for the
sum of: $ 2,600.00
With payments to be made as follows: FULL PAYMENT UPON COMPLETION (we accept CASH or CHECK only)
0i
Any alteration or deviation from the above specifications involving extra cost will be executed only upon written orders
and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays
beyond our control. Owner to carry fire, tornado, and other necessary insurance upon the above work.
Workman's Compensation and Public Liability insurance on above work to be taken out by Sun State Siding, Inc.
Submitted by DONALD G. GEISSLER, JR., PRESIDENT
This proposal may be withdrawn by us if not accepted within 30 days.
ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to perform the work
specified. Payment will be made as outlined above.
Homeowner_is.respopsible for any costs of engineer drawings and permits if contract is cancelled prior to work being performed.
w�
LCDate:
Marie Simmons
8
Printed: Marie Simmons
GENERAL NOTES
1. DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS:
1. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION SPECIFICALLY
CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM &
CHAPTER 23 WOOD.
2. ASCE 7-10. & SE17
3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD.
4. AC1318 CONCRETE REFRENCE MANUAL.
5. PCI PRECAST & PRESTRESSED CONCRETE.
6. AA ASM 35 & AA ADM 1
WIND LOADS:
1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE
1604.5: RISK CATEGORY 1.
2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS
REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE
1609.3.1 EQUIVALENT BASIC WIND SPEED: 130
MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: C
3. SCREENED ROOF ENCLOSURE FBC 2017 CH. 20 TABLE 2002.4
CONCRETE & FOUNDATION DESIGN:
1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER
IN THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE
REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE
APPLICABLE:
A. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE
FOLLOWING COMPONENTS:
I. PORTLAND CEMENT TYPE 1 -"ASTM C 150
11. AGGREGATES - LARGE AGGREGATE 3/4" MAX. - ASTM C 33
III. AIR ENTRAINING +/- 1 % - ASTM C 260
IV. WATER REDUCING AGENT - ASTM C 494
V. CLEAN POTABLE WATER
VI. OTHER ADMIXTURES NOT PERMITTED
B. METAL ACCESSORIES SHALL CONFORM TO:
I. REINFORCING BARS - ASTM A615, GRADE 60
II. WELDED WIRE FABRIC - ASTM A185
C. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3"
OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT
PERMITTED.
D. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE
INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3
INCLUDING HOT WHEATHER RECOMMENDATIONS.
E. MOIST CURE OR POLYETHYLENE CURING PERMITTED.
F. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE
SUBSURFACE ARE FOR TERMITES IN COMPLIANCE WITH THE
FBC.
G. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR
BARRIER.
2. IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN
SOUND CONDITION, FREE FROM STRUCTURAL CRACKING,
SPALLING & OTHER DETERIORATION. NO ADDITIONAL FOOTING
OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED
CONSTRUCTION.
3. WHEN APPLICABLE FOR ATTACHING NEW FOOTER TO EXISTING,
DRILL & EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN.
HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE
(OR EQUAL) TYP. ALL LOCATIONS.
4. WHEN INSTALLING 4" CONCRETE SLAB -ADD ADJACENT TO
EXISTING-DOWELL INTO EXISTING CONCRETE 48" O/C W/8" #5
REBARS- DRILL 3/4'' HOLE 4" EMBEDMENT- EPDXY W/
NON -SHRINKING "SIMPSON EPDXY TIE" (OR EQUAL).
5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE
NOTED.
ALUMINUM SPECIFICATIONS:
ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS
OTHERWISE SPECIFIED.
ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH
#12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER.
ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050".
THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS
(KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024
INCHES.
VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN
WIND SPEEDS EXCEED 75 MPH PER FBC.
SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS
APPROVED BY FLORIDA ENGINEERING LLC.
FASTNER SPECIFICATIONS:
1. FASTNERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER
ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS
OR BETTER, INSTALLED TO MFG.)
2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS,
AND FASTENERS TO MANUFACTURING SPECIFICATIONS.
3. WHERE WOOD DECK IS PRESENT USE 1/4"X3-1/2" GALV. LAG
SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE
SPECIFIED.
4. 1"X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST
A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED
1/4"X2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS
B. FOR WOOD APPLICATION USE #14X2-3/4" WOOD SCREW AT
24" O.C. AND 6" FROM ENDS.
C. FOR ALUMINUM APPLICATION USE #10X1-1/2" SMS OR TEK
SCREW AT 24" O.C. AND 6" FROM ENDS
D. WHERE VX2" INSTALLED THROUGHOUT AN "OPEN VIEW"
SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS
MASONRY SPECIFICATIONS:
1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED
ON TYPE M OR S MORTAR.
2. ALL MORTAR SHALL BE TYPE M OR S.
3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE
MAXIMUM COARSE AGGREGATE SIZE OF 3/8".
4. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN
HEIGHT.
MISCELLANEOUS:
RECORD COPY
REVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
4,7-t
DATE
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2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION,
THE CONTRACTOR SHALL VERIFY AND INSURE INSTALLATION
HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH
MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH
THE ATTACHED DETAILS.
3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN
ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE"
FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED
IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE
EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND.
1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL
COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC
R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS.
2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A
MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME.
IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPERATE 4TH
WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO
ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME.
3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN
THE FIELD.
4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT.
5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE
COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED
STRUCTURE.
6. ALL 2X4 & GREATER ARE TO BE SMB UNLESS OTHERWISE INDICATED
RESPONSIBILITIES:
1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED
CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING
CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL
BE NOTIFIED OF ANY DISCREPANCIES.
LEGEND: (ALL MAY NOT APPL
SCR = SCREEN
KP = KICK PLATE
PW = PICTURE WINDOW
X = HORIZ. SLIDING WINDOW
0 = HORIZ. STATIONARY WINDOW
DH = DOUBLE HUNG WINDOW
SH= SINGLE HUNG WINDOW
SIP = SOLID INSULATED PANEL
CT = CABLE TIE
SG = SUPER GUTTER
CS = CLEAR SPAN
KB = KNEE BRACE
ALUMINUM MEMBER
HOLLOW SECTIONS
2 x 2: 2"x2"0.044"
2 x 3: 2"x3"x0.044"
2 x 4: 2"x4"x0.044"
2 x 5: 2"x5"0.050"
OPEN BACK SECTIONS
1 x 2: 1 "x2"x0.044"
1 x 3: 1 "x3"x0.044"
SNAP SECTIONS
2 x 2 SNAP: 2"x2"x0.050"
2 x 3 SNAP: 2"x3"x0.050"
2 x 4 SNAP: 2"x4"0.045"
A PERMIT ISSUEC
LICENSE TO PROCI
AUTHORITY TO V
ASIDE ANY OF THE
CODES, NOR SHALI
THE BUILDING
REQUIRING A COI
SELF MATING (SMB)
2 x 4 SMB: 2"x4"0.044"0.100"
2 x 5 SMB: 2"x5"x0.050"x0.100"
2 x 6 SMB: 2"x6"x0.050"x0.120"
2 x 7 SMB: 2"x7"0.057"0.120"
2 x 8 SMB: 2"x8"0.072"0.124"
2 x 9 SMB: 2"x9"0.082"0.124"
2 x 10 SMB: 2"x10"x0.092"0.398"
NOTE: AS INDICATED ABOVE ALL
MEMBER PROFILES ARE INDICATED
IN INCHES.
SHALL BE CONSTRUED TO BI
:ED WITH THE WORK AND NO'
OLATE, CANCEL, ALTER OR S'
PROVISIONS OF THE TECHNII
ISSUANCE OF A PERMIT PRE
OFFICIAL FROM THEREAFTER
SECTION OF ERRORS IN PLAT
OR VIOLATIONS OF THIS COE
18-1647
3" X. 024 X 1 LB
FL 7561.1-R4
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1X2 1X2 "'
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EXISTING COVERED
LANAI X,
" X .024 X 1 LB COMPOSITE ROOF PANEL$ O O
(FL. PRODUCT APPROVAL # 7561.1-R4)
------------------------------------
6" SUPER GUTTER
14'-0"
\EXISTING SHINGLE ROOF\
2X3 I 2X3
N N
2X2 I 2X2
1X2 1 1X2
6'-2" 6'-2"
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FL 7561.1-R4
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ROOF PER PLAN
HOST
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CHAIR RAIL PER F
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0 x 1/4'X2-1/4"
TAPCONS @ 24"
O.C.
2"X2" PER PLAN
ATTACH To ROOF PANELS
W/# 12 X 2-1/2" SMS
12" O/C
ALTERNATES FOR C
TO 2"X2"AT HEADER
1- DETAIL C
2- (4) # 10 X 3" SMS
THROUGH MEMBER
INTO COL SCREW Bi
3- NOTCH COL TO R
BEAM FASTEN Wl
(2) W THRU-BOLT
1 " X 2" FASTEN TO
ADJOINING WALL W
#12 X 1-1/2" SMS
181, O/C ------
EXISTING CONCRETE TYPICAL SIDE WALL
DETAIL: SCREEN ROOM END WALL
SCALE:NTS
-1 SELF -MATING OR
1/8"x2"x2"x ANGLE SNAP SECTION TYP.
5032 H-32 ANGLE
2 - #12 SMS INTO COLUMN 1"x2" O.B. BASE PLATE-TYP.
1/4" MASONRY ANCHOR EACH o ol
ANGLE - EACH SIDE COL. o 0 2-Y4" MIN. CONC.
ANCHOR EMBEDMENT
MIN 4" SLAB 3000 PSI . ...... ....... 2" MIN, INCREASE DISTANCE
CONC. w/FIBERMESH WHEN GREATER THAN 2x4
UPRIGHT IS USED
ALUMINUM INTERNAL OR EXTERNAL
RECEIVING CHANNEL w/(4) #10x.75"
INTO GIRT OR PURLIN & (2) #14x.75"
(4) #10 x 1-1/2" SMS INTO
INTO BEAM OR UPRIGHT 0.062 ANGLE
T1
CLIPS MAYBE USED CONC. FOOTING BELOW-----�
SCREW BOSSES SIDE VIEW
NOTE:
WHERE PAVERS ARE PRESENT USE 5/16"
TAPCON XL (RED HEAD MFG.) MASONRY
ANCHORS TO PENETRATE UNDERLYING
CONCRETE FOOTING 2-1/4" (MIN.)
1/4" MASONRY ANCHOR
PURLIN, GIRT, AT EACH ANGLE 2 - #12 SMS
HEADER OR SILL —4 1
UPRIGHT, BEAM -SNAP, i'1_1/4" TAPCON XL (RED HEAD MFG. OR EQUAL)
SELF MATING, OR HOLLOW 2 @ lx2 BASE
2 @ SLAB (BEYOND)
i Lv�_l i
T 2SIF
.... .... . ............ 1"x2" BASE PLATE ANCHORED
.......... ....... TO CONC vil 1/4" MASONRY
BEAM ....... ANCHOR 6" MAX EACH SIDE
DETAIL "C" -GIRT OR PURLIN TO
TAND 24" O.C. MAX
OR POST OF POS
0 0 DETAIL
R ST �DETAIIL SCALE:
.........
CONC. FOOTING BELOW------ FRONT VIEW
NOTE
FOR 2x3 UPRIGHT TO DECK USE
DETAIL "B" �-2"xC4" OR LARGER SELF MATING (1) 1/4" MASONRY ANCHOR @ BASE PLATE E/S
'0 LARGER S _
T T TO DECK 9 p TT
Fu' PRIGH DE K DETAILS SCALE:NTS
ADJOINING BEARING WALL
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0
0
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W
0
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FOR ALUMINUM PANS
#12 X 2" SMS THROUGH
"BOXED END" INTO WD FASCIA
(3) PER PAN
FOR COMPOSITE PANELS
#12 X3/4" SMS
12" O/C
#1? x 2" SMS
12" O/C *(internal) .0 3" BEAM PER
'U-head&'
COL. PER PI AN
WHERE MIDPOINI
COL IS INDICATE[
CHAIR RAIL PER PLAJ,
FASTEN PER DETA_
WHERE PAVERS ARE PRESENT INSURE
PENETRATION INTO UNDERLYING CONC. OF 1 1/2" MI
WHERE KICK PLATE IS INDICATED ---
FASTEN Wt #10 X 9/16" SMS
8" O/C AT PERIMETER I
FOR PANS
#12 X 9/16" SMS Wt
5/8" NEO-WASHER-(3) PER PAN
FOR COMPOSITE PANELS
(#12 x PANEL THICKNESS SMS PLUS 1" LG.)
Wt 1-1/2" NEO- WASHER @ 12" O/C
COVER END PANEL
�,__ (2) 1/4" THRU-BOLT
DETAIL: SCREEN ROOM FRONT WALL
SCALE:NTS
ALTERNATES FOR DECK ATTACHMENT
SMB -PER DETAIL B
1/8" X 3" RECEIVING CHANNEL
(2) 1/4" X 2" QUICKSET INTO CONC.
(2) #14 X 9/16" E/S COL.
1/8" X 2 X 2 X COL SIZE ANGLE
2) 114" X 2" QUICKSET INTO CONC.
2) #14 X 9/16" E/S COL.
FOR WOOD DECK ALL
FASTENERS TO DECK
1/4" X 2 1/2" GALV. LAG BOLT
64880eWes Inc.
Land Surveyors
769 Douglas Avenue, Altamonte Springs, Florida. 32714 (407)788-8808
Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping
Areas
Lad
Leadw.&
V-7
75
+23 Sq. FL
320 Sq. FL
75
7esq. FL
341 sq. FL
rl
1BSm.
341 S¢ Fr.
79
ZSsq. FL
W! Sq. FL
79
HSq. FL
341 Sq. FL
80
r23 Sq. FL
320 Sq. R
Map of Survey _
Tract C"
Drainage & Retention
O LLot
L—V o ietv -&�mtownh0 e49.33'D .� 136.o0'Wt?Fuxhad F E7av: 24 '�Lot 74 e for 7s Lor 77 cor 7a Lor 79 ! Lot Bo ..,JLot 81
uroeo7f 14 rta� ~ z �rr.r~ V350;'
tsvr 4.
S 54 2231"E 165.01
3.50
357.73 54
_ _ _ _ _�-- e
acp — )Met Et2120 N W22'31" W 71223 t�
CIL River Landing Drive
(34' WW) Tract '8"AccessI�
LEGAL DESCRIPTION
Lots 75, 76, 77, 78, 79, 80,
Riverview Townhomes Phase lI"
I
_ �[
I VCy�
accordy to the plat thereof as recorded in plat bdok 75 atpage(s) 51- 58
�(-"-_'
- - - - -•
of the public records or Seminole county. Florida
(,-. �; . .
FLOOD HAZARD DATA: The panaal shown hereon lies widdR Flood Zmre X'
sErnef'vc.
according to the Flood lnsumrn Rate Map community panel number
Ok to install screen room with 3" elite pane
1202940060Fdated 92af2007.
Plead Z odete—nali--padoormadbyg-pt—ptotanghornFlood
roof on existing slab asshown on plan. The
insurance Rate Maps provided by FEMA No held surveying ivas performed
this firm to determine this zone. The exact = a, location can only be determ
screen enclosure shall be constructed with -
byan sfavalion study. We assume no responstbAW foraclualllooding
same design, material and style as the others to
General Notes.-
1. This is a BOUNDARY Survey performed in the held on o f
the nearby and adjacent building. -
Z No astral, surface or subsurface ubTify installations, underground improve�SErs
subsurfacoa@ralencroachments Bany, were located. Sow 14ackalsdawatk
3. Building ties shown are to the exterior unfinished foundation surface or forrlbdald. so L� F'C Flint olCurvNum
4. Elevadons shown hereon, irany, are assumed and were obtained from approved C«vrrprfDes Anob PCC. FbW of campemd Cuvalum
P P' °a c°"°u P°`°r
Conshucdon plans provided by the Client unless omerwise noted, and are shown CALC ��d PsgPene
. Page
onlyto depict the pmposed ore dMerene9 m elevation relative to the assumed Ce Chmd aeanng P krvxr MgnumeN
- P.RM. Pmpe
temporary Benchmark shovm hereon.
5. The parcel shown hereon is sub%M tD a9 easements, m3emlions, restrictions,
cc cl-y Line
Fvt Property tine
and C.M. Concrete Lfonu~t P.D.B. IY:Mof Beg)noing
Rightsvf--way of -card whether depicted or not on this docuntenf. No search of the FLarEL Gnmter./Proposed) P.o.a F—afCammencament
FINAL D- t+ue°s"`�1 PR Ports oftntm
Public Records has been made by this office.
� Cu
FhWarT.Me.:��
6. The legal descnption shown hereon is as fumishad by dent Rn.Al Elev. FrnishedF-bor6sveton PT.
7. Platted and measured distances and directions are the same unless otherwise noted. I.P. Iron F.pe Pr. Radii ar re perry
R Radius
only.
8. Copies of this Survey may be made for the original transaction on
e Denotes %* iron rod with plastic cap marked LB4937, or W iron rod with
1 R. eon Rod R/tD Radial ti-
L Am Length RES. Rksidence
red plastic cap marked Witness Comer, unless otherwise noted.
La Lxenwd af5iest; RAv R9NdbWay
Land Sxveror TWa Temporary Benolmara
O Denotes P.C.P. (Permanent control point)
usea Measure•! TYP. Types
® Denotes Permanent Reference Monument
rvrD(NdOI Nsl and Disk �� Fence symxl (see drawing)
® 2013 Herx & Assoctates Iria All rights reserved
N.R. NN Racal x F£npe symbW isso drawing)
Cutaleadon: not raid wmout Ne - mddle anOblal nlsrdsoa/
Drawn by: CM
ofa Aorfds lieonsadSorvryormd r
Checked by. DLP
ymeets the +agWre
MinimumT
Prepared for. Homes
in
=C,
Adatnmrakm _
Sketch of Legal Description
07-
mob Number. 074D5 OZ
-
This is NOT a surveyscale:
Plot Pram Perrermed: 03-04-13
n Performed.
WW—A. Harx, P.Ls. Florida R09is:em 3
$$$mveiotNO. 31
Fonmboard Survey.
Danes f-Pr +rvatiac.4 P.s". RepiYerwJ
�yOra,,o copper No. saw
Final Survey:
Hens a Assoaues Im. State of F o ids tB a
„f
Revfsfoms:
TOTAL P.01
'Florida Building Code Online
https://floridabuilding.org/pr/pi app_dti.aspx?param=wGEVXQwtDq.
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Product Approval
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USER: Public User
Product Approval Menu > Product or Aoolication Search > Application list > Apprkation Detatf
FL #
FL7561-R4
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer Elite Aluminum Corporation
Address/Phone/Email 4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954) 949-3200
dk@dokimengineering.net
Authorized Signature Do Kim
dk@dokimengineering.net
Technical Representative Bruce Peacock
Address/Phone/Email 4650 Lyons Technology Parkway
Coconut Creek, FL 33073
(954) 949-3200
bpeacock@elitealuminum.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Products Introduced as a Result of New Technology
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
- Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Do Kim, P.E.
the Evaluation Report
Florida License PE-49497
Quality Assurance Entity QAI Laboratories
Quality Assurance Contract Expiration Date 12/30/2022
Validated By CBUCK Engineering
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL7561 R4 COI Cert of Indeoendence.odf
1709.2
1 of 2 2/25/2018, 1:12 P1V
Florida building Code Online https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDq..
Product Approval Method Method 2 Option B
Date Submitted
08/15/2017
Date Validated
08/16/2017
Date Pending FBC Approval
08/20/2017
Date Approved
10/10/2017
Summary of Products
Model, Number or Name + Description
7561.1 Aluminum/Aluminum Composite j 3"/4"/6"x0.024"xllb EPS Composite Panel,
Panels i 3"/4"/6"x0.032xIlb EPS Composite Panel,
37476"x0.024"x2lb EPS Composite Panel,
ft� ! 3"/4"/6"x0.030"x2ib EPS Composite Panel, `
Limits of Use 1 Installation Instructions
Approved for use in HVHZ. Yes ! FL7561 R4 II 2017 FBC-Elite Aluminum Coro -Install
Approved for use outside HVHZ: Yes Instruct.pdf
Impact Resistant: No Verified By: Do Kim, P.E. PE 49497 {
I Design Pressure: +801-80 Created by Independent Third Party: Yes
Other: In HVHZ, not to be used in structures considered Evaluation Reports
living areas per FBC Section 1616 unless impact protection is FL7561 R4 AE FL 7561 Evaluation Report-2017 FBC pdf
provided. See installation drawing for nominal allowable Created by Independent Third Party: Yes
design pressures and spans.
Bade
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 phone: 850-487-1824
The State of Florida is an AAIEEO empbyer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: A ceecibiilty Statement:: Refund Statement
Under Florida law, email addresses are public records. If you do not want your a -mad address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have arty questions, please contact 850.487.1395. *Pursuant to Section
4S5.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emaits provided maybe used for official communication with the licensee. However email addresses are public record. V you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine if you area licensee under Chapter
455, F.S., please click ham.
Product -Approval Accepts:
W® t.CFFCY.
Credit
2 of 2 2/25/2018, 1:12 PM
®O KIM & ASSDCIATES9, LLC
CONSULTING STRUCTURAL ENGINEERS
Florida .Board of Engineers Certificate of Authorization No. 26887
Product Evaluation Deport
Date: August 10, 2017
Report No.: FL# 7561-R4
Product Category: Roofing
Product sub -category: Products introduced as a Result of New Technology
Product Name: EPS Foam Core w/ Aluminum Skin Composite .Panels
Manufacturer: Elite Aluminum Corporation
4650 Lyons Technology Park -way
Coconut Creek, FL 33073
Phone: 800-421-0682
Scope:
This product evaluation report issued by Do Kim and Associates, LLC and Do Kim, P.E. for Elite
Aluminum Corporation is based on Florida Department of Business and Professional Regulation Rule
61 G20-3.005 (2) Method 2 (b) of the State of Florida Product .Approval .Re-evaluation of this product
shall be required following pertinent Florida Building Code modifications or updates.
Do Kim and Associates, LLC and Do Kim, P.E. do not have nor will acquire financial interest in the
company manufacturing or distributing the product or in any other entity involved in the approval process
of the product named herein.
This product has been evaluated for use in locations adhering to the Florida .Building Code, 6`h Edition
(FBC) and where pressure and deflection requirements, as determined by Chapter 16 of the Florida
Building Code, do not exceed the design pressures as shown on the approval.
Q0
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Na. �31B]
(CS FLORIDP..`��`;
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oniAL 10sd Wsd.leudngod—d5g-dv dPamed Wdi
na:ao�ml.���da>.ady�.�a.�a..em.
yy1.LBAm�nmm.�yd�,w�.�cn.
NJ17118.15113133133 -04'1' W
Do Kim, P.E.
FL #49497
P.O. Box 10039 813.857-9955
Tampa, FL 33679 dk@dokimengineering.net
Sheet 1 of 3
DO KIM & AssociATES, LLC
CONSULTING STRUCTURAL ENGINEERS
Supportin6 Documents
1. Code Compliance
a. The product assembly described herein has demonstrated compliance with the Florida
Building Code 61h Edition (FBC), Section 1709.2.
2. Drawings:
a. Drawing No. FL-1001 titled `'EPS Foam Core Composite Panels", Sheets 1 and 2
prepared by Do Kim and Associates, LLC., signed and sealed by Do Kim, P.E.
3. Testing
a. Testing per ASTM E72-05 as perfonned by Hurricane Engineering & Testing, Inc.
(HETI), and reported in test report numbers HETI-05-1988, HETI-06-2104, HETI-06-
2066, HETI-06-2105, HETI-06-2067, HETI-05-1.002, HETI-06-2107, HETI-05-1987,
HETI-06-2069, HETI-06-2070, HETI-06-2071, HETI-05-1994, HETI-05-1991, H:ETI-
06-2072, HETI-06-2073, HETI-06-2074, HETI-05-1996, HETI-05-1989, HETI-05-1993,
HETI-05-1985, HETI-05-1995, HETI-05-1.990, HETI-05-1997, HETI-05-2037, HETI-
05-2029, HETI-05-2039, HETI-05-2030, HETI-05-2041, HETI-05-2048, HETI-05-2036,
HETI-05-2031, HETI-05-2038, HETI-05-2065, HETI-05-2040, HETT-05-2042.
4. Calculations
a. Panel performance engineering analysis for tested loading conditions have been prepared
based on comparative and/or rational analysis, prepared, and submitted by Do Kiln, P.E.
5. Other
a. Quality Assurance Agreement verified with Quality Auditing -Institute, LTD. (QAI
Laboratories, LTD.) (FBC Organization #QUA7628).
P.O. Box 10039 813.857-9955
Tampa, FL 33679 dk@dokimengineering.net
Sheet 2 of 3
®O Kim & ASSOCIATES9 LLC
CONSULTING STRUCTURAL ENGINEERS
Limitations and Condition of Use
1. Code Compliance
a. The product assembly described herein has demonstrated compliance with the Florida
.Building Code 6"' Edition (FBC), Section 1709.2.
2. Large and small missile impact resistance has NOT been tested to or evaluated for in this
approval. In HVHZ, this product shall be used in structures "not to be considered living areas"
per Section 1616 unless impact resistance in accordance to the H.VHZ requirements are met.
3. Each product listed above shall be installed in strict compliance with its respective Product
Evaluation Document and site -specific engineering along with all components noted herein.
4. Use of each product shall be in strict accordance with its Product Approval Evaluation and
Limitations of Use.
5. Composite panels shall be constructed using type 3003-H154 aluminum facings, 1 or 2 :PCF
ASTM C-578 Dyplast Products LLC brand EPS foam insulation (NOA No. 16-1129.05) adhere
to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel
products only in accordance with approved fabrication methods.
6. Elite roof panels maintain a UL 1715 (int) class `B' (ext) rating and are NER-501 approved.
7. This specification has been designed and shall be fabricated in accordance with the requirements
of the FBC, 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.
8. The designer shall determine by accepted engineering practice the allowable loads for site
specific load conditions (including load combinations) using the data from the allowable loads
tables and spans in this approval.
9. Deflection limits and allowable spans have been listed to meet FBC including the HVHZ (L/80
for spans < 12'-0" and L/180 for spans > 12'-0").
10. All supporting host structures shall be designed to resist all superimposed loads.
11. All components which are permanently installed shall be protected against corrosion,
contamination, and other such damage.
12. Size and Span .Limitations:
a. Composite panels shall be limited to those specific panels listed in the DWG. FL-1001.
b. Panel spans shall not exceed those listed in the tables of DWG. FL-1001.
P.O. Box 10039 813,857-9955
Tampa, FL 33679 dk@dokimengineering.net
Sheet 3 of 3
ELITE PANEL SPAN TABLES
3" x 0.024 x I - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD <PSF)I.
MAX. ALLOWABLE SPAN (FT>
L/80
L/120
L/180
L/240
10
16,17
l5.76
15.03
14.10
20
13,44
I3.44
12.22
10.35
30
10.78
10.7E
9.41
6.60
40
9.22
9.22
6,60
2.85
$0
0.17
8,17
3,79
60
7A0
6.39
0,98
70
6.BI
4.51
80
1 633-
4" x 0.024 x I - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
19.00
19.00
17.17
16,53
20
15.01
I5.01
15.0!
13.95
30
12.90
I2.50
12.50
11.38
40
10.97
10.97
10.97
8.80
50
9,92
9.92
9,aa
6.22
6D
9.IJ
9.t3
7.51
3.64
70
8.5;
852
5.58
1.07
BO
8,02
8,02
3.64
-
6' x 0,024 x I - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX, ALLOWABLE SPAN <FT)
L/80
L/120
L/180
L/240
IO
23.00
2L 4
21.47
20.85
20
18, 06
18.06
I B.06
18.06
30
IS,i3
15.13
I5.13
15.13
40
13.3a
13.34
13.34
13.34
50
12.10
12.10
12,10
10.91
60
11.17
n.17
11.17
8.43
10
10A4
10.44
10.30
5.95
80
9.85
9,8$
8.43
3,47
1. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate loads (psf).
3' x 0.032 x I - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX, ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
77.S0
I7.50
1691
15.96
20
16,64
15.96
14.06
12.16
30
15.17
14.06
11.21
36
8M76
40
13.69
12.16
8.36
50
12.22
10.26
5.51
60
10.75
836
2.66
70
9.27
6.46
80
7.80
4.56
4' x 0.032 x I - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD <PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/I11
L/240
10
20.50
20.50
20,11
19.24
20
19.61
l9.24
17,49
15,74
30
18.17
l7, q 9
14.87
1224
40
16.72
15,74
12.24
8.74
SO
15.28
13.99
9,62
5.25
60
13.84
12.24
7.U0
1.75
70
12g0
10,49
4.38
BO
]0.95
8,74
1.75
6' x 0,032 x 1 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX, ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
t0
24.00
24.00
24,00
23.42
20
23.34
23.21
21.82
2022
30
22.10
21.63
19.42
17.0
40
20.86
20.05
17.02
13.82
50
19.62
18.47
14.62
10,62
60
1H.38
16.89
12.22
7.42
70
17,1q
IS.JO
9.02
4.22
BO
15.91 1
13.72
7.42
1.02
3' x 0,024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS>
NET
ALLOWABLE
LOAD (PSF)1
MAX, ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
19.33
18.95
18.3I
t7.66
20
18,11
7 7.66
16.36
15.06
30
I6.80
16.36
14.41
12A6
40
15.49
15.06
12.46
9.06
50
14.18
i3.76
10.31
7.26
60
12,87
1246
8.57
q.67
70
11.57
11.16
6.62
2.07
80
1026
9.86
4.67
4' x 0.024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX, ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
2197
2L97
21.52
20.97
20
20.77
20.77
19.86
16.76
30
19.57
19.$7
lB.21
16.53
40
18.36
I B.36
16.55
14.34
50
17.16
I],IG
14.09
12.13
60
15.96
15.96
13.24
9.93
70
14.75
14.75
11.58
7,72
80
1J,55
13.55
9.93
5.51
6" x 0,024 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX. ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
10
23.93
23.93
23,Be
2360
20
23.20
23.20
23.03
22.46
30
22.47
22.47
22.18
21.33
40
21.75
21.75
21.33
20.20
50
21.02
21.02
20.49
19.07
60
20.29
20�29
t9.64
17.94
70
19.57
19.57
I8.79
16.81
80
1 u,t
10.84
17.94
1$.68
GENERAL NOTES
1. Composite panels shall be constructed using type 3003-11154 aluminum facings, I or 2 PCF ASTM C-578 carpenter brand EPS
adhere to aluminum facings with Ashland Chemical 20201) ISO grip. Fabrication to be by Elite panel products only in
accordance with approved fabrication methods.
2. Elite roorpanels maintain a UL 1715 tint) class'B' (exl) rating and arc NER-501 approved.
-. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code
6'h Edition (FBC), composite panels comply with Chapter 7 Section 720. Chapter B Section 903, 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 liar site specific load conditions (including
load combinations) using the data IPont the allowable loads tables and spans in this approval.
5. Deflection limits and allowable spans have been listed to meet FBC including the HVIiZ:In lIV[ IZ, this product shall be used
in strue(urcs "not to be considered living areas" per Section 1616 unless impact resistance in accordance to the I IVIiZ
requirements are met.
6. Safety factor of 2.0 has been used to develop allowable loads and spats front testing in accordance to the Cuidelines Ibr
Aluminum Structures Pan I and conforms to [lie FI3C Chapter 16 and 20.
7. 'Testing has been conducted in accordance to ASTM E72-05: Strength Test of Panels for Building Construction.
8.. licl'ercncc test reports: FIETI-05-1988, IIETI-06-2104, 11FTI-06-2066, FIETI-06-2105, FIEfL06.2067, HE 1-1.05-1002,
06-2107. 11E'r1-65-1957, HEPI.06-2069, llErl-06-2070,.11E-1'I-06.207I, FIET1-05-094, I1ETI.05-1991. FlETI-06-2072,
I-IETI-06.207.3, FIETI-0&2074. I-IETI-05-1996, FIETI-03-I989, I-IETI-05.1993, IIETI-05-1985, I IETI-05-1995. IF)ETI-05-
1990. IIETI-05.1997, 1-IIiTl-05.2037, FII r1-05-2029, 11111-05-2039, lil'I'i-05-2030, lit'TI-05.2041. FIE1-I-05.2048, HL'fl-
05.2036. 111 11-05-203I, HEIl-05-2035. ME I'I-05-2065, IF'I'i-05.2040. 1-111TI-05-2042.
9. Linear interpolation shall be allowed f-or figures within (he tables shown,
10. Panels with lim beans shall be considered equivalent to similar panels without tun beams. Design professionals may include
3' x 0.030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)1
MAX. ALLOWABLE SPAN (FT)
L/80
L/120 L/L80
L/240
10
20.11
20.03 19A2
IB.81
20
19,02
18,81 17.5E
16.35
30
I1.93
17.58 15.73
1 13.89
40
16,8 3
16.35 13.89
1 1.43
50
15.74
15,12 9 12.05
8.97
60
14,64
13.89 10.21
6.52
70
73.55
12.66 8.36
4.06
80
12.46
11.43 6,52
1,60
4' x 0,030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD (PSF)I
MAX, ALLOWABLE SPAN (FT)
L/80
L/120
L/180
L/240
ID
24,17
e4,17
24.17
24.17
20
23.64
23,64
23,41
23.11
30
22.57
2257
21.90
2141
40
21.51
21.51
20.39
18.97
SO
20A5
20.a5
18.88
i6.B0
60
19.39
19.39
17.37
14.70
70
18.33
1833
15.66
12.59
80
17R6
17.26
14,35
10.99
6' x 0,030 x 2 - LB EPS PANELS
(ALLOWABLE CLEAR SPAN CHARTS)
NET
ALLOWABLE
LOAD ([`St )i
MAX. ALLOWABLE SPAN (FT)
L/80
L/120 L/180
L/240
t0
24.00
P4.00 24A0
23.8a
20
23.65
23.63 23.34
22.84
30
22.94
22.9a 2259
21.BS
40
22.23
2223 21.85
20.85
50
21.53
2L53 21.10
19.86
60
20.82
20,82 ?-0.36
10.8]
70
20.11
20, 11 19,61
17,87
80
19A0
19.40 18.87
16.80 _
SEAL JOINT WITH
CONTINUOUS CAULKING
)U U0 U(-T
UUUU OUOUOn za
)0000000000i aH
OTTOM FA I S
INTERLOCKING CRn" SECTION OPTIONAL
GUTTER OR
w DRIP CAP
SLOPE 4' MAX WIDTH INTERLOCKING
000 PANEL (I14.7FT MIN SLOPE)
V
000000000000 ? EPS CORE ILB OR 2LB 00 o0O00
as 000 000
00
a ALUMINUM BOTTOM 00
i I FACINGS O0C
CLEAR SPAN (U INSIDE. TO INSI➢E 00 O.H.--
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