HomeMy WebLinkAbout211 Belgian Way (2)r;
CITY OF SANFORD
BUILDING & FIRE PREVENTION
DEB - 1 2018 `� PERMIT APPLICATION
Application No:
Documented Construction Value: S�� 00
Job Address: a (� ! kkjI Qr) wCA�g'Sah t*' Historic District: Yes ❑ No M
Parcel ID: _0A0 ;J_0000 1�5�iu Residential[N Commercial❑
Type of Work: New ❑ Addition ❑ Alteration M Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work: `' �11�c gJu:ynVA1AM W(Ak�T (\ (6bf
Plan Review Contact Person: r V'6 U e Y T &V 14 +r l Title:
Phone: Fax: Email: I)Lk1Y)enS UU (Xrk�lfts 0
Pro�p(ert Owner Information fi , Cam'
Name 1 Cha (d o'ni C 1 o 5�t Phone:
Street: 3 W a t 91 W(Aq Resident of property?
City, State Zip: sQV t't W
Contractor Information
Name M01XV l 1 1 ° l�v l'1"r 1� �. Phone: h) - ✓ �� �-i
Street: 5-33 -e f-f)WO0
City, State Zip:
Fax:
State License No.:
_C h Architect/Engineer Information
Name: I J �
Street: E6 I S • stl- 434
City, St, Zip: r-t �T � �; FL_ 'Ji1 I
Phone:
Fax:
E-mail:
4010 5a1- 5G51
0V
Bonding Company:v \
Address: 410o p tc
ur
W�i Fu
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. 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.
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 constructions and zoning.
Signature of Owner/Agent 1 Date
Print Owner/Agent's Name
N*wm"W"
�-A -
Signature of Notary- tate of Florida Date
a�`;aY P"�� NANGY JO GRIFFITH
MY COMMISSION k FF 057735
EMAM March 20, 2020
�'' r;� '� 86"M ?btu awpt Notary Srdo
Owner/Agent is Personally Known to Me or
1�.� Produced ID Type of -- \001v i. (
of
Date
�Print Contractor_/Agent''ss Name c
Signature of Not State ofFlorida Date I
gu �'
61&;Nple
Notary Public State of Florida
Deborah Tincher
y Commission GG 061865
ContracMo
1 o to Me or
Produce
Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas ❑ Roof ❑
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Flood Zone:
Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps,
Fire Sprinkler Permit: Yes ❑ No ❑
Plumbing - # of Fixtures
# of Heads Fire Alarm Permit: Yes ❑ No ❑
APPROVALS: ZONING. UTILITIES:
WASTE WATER:
ENGINEERING: FIRE: BUILDING: -sJF2- t2-1&
(Osom
ReNised: June 30, 2015 ' Permit Application
JOB NAME: Date:
Alumih urn Men SGutters 407-830-6747
Screen Rooms, Inc. Lic RX11066732
AluminumMenSuperGutters@gmail.com
533 Fernwood Drive Altamonte Springs, FL 32701
LICENSED - INSURED - BONDED - GUARANTEED
CONCRETE & SUN ROOMS ACRYLIC & GLASS WINDOWS
VINYL SIDING POOL ENCLOSURES & RESCREENING
�` SOFFIT �` FASCIA INSURANCE WORK
1.. SOLD TO h n � A-
JOB ADDRESS
MAILING ADDF
CITY "')a
- VV
ZIP
ATE 4-l., ZIP
EMAIL Cr i\Y tLt1 ^� VV LS-� i'� `� I ,e.f� �Yk� 5 V E. L" FAX
This contract is subject to covenants and conditfons on the reverse side hereof. This contract is the complete agreement between the parties and no terms,
conditions, contingencies, payments, materials or work shall be expected of either party except as expressly provided for herein.
DESCRIPTION
hau� 6�f Q11 '5� n � 4C sin e nd ol-j -
`I i��-u.1a1�� �1ccinui t� �m �;l
3
cuj jn'ry) and +'0a �"��'' �����P�u�-s. �I�h QlUmiwrh
rob
SUU-201 Scan
W\� y1\4 e �tJf- - brm Z�e smujs C,�' t� -C C uy�
"BUYERS RIGHT TO CANCEL";"This is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by mailing a notice to the
seller. This notice must indicate that you do not want the goods or services and must be postmark before midnight of the third business day after you sign this agreement.
If you cancel this agreement, the seller may keep all or part of any deposit, not to exceed the lesser of 5 percent of the cash price or $100."
Total Cash Price. $.
Sales Tax. $
Permit Fee. $
Survey Fee. $
Total Contract_ $
Deposit. $
Difference. $
agaD.v()
b. dJ
Time Payment. This contra�dda
be paid i equal successive monthly
i Ilments of $ h com ncing on the day of the month
and tinumg on the same each month thereafter until paid, except the
final ins ment which shallthe balance. ANNUAL PERCENTAGE RATE of 18.00%
Principal Bal e. $
0 D Time Pri Differe 'al. $
1t9, UU Time,Balance. $
GD r 0() if difference to be pai
Executed in two copies, one of which was delivered to, and receipt is hereby aek
Purchaser ..
M
Salesman Co -Purchaser
4
NOTICE TO BUYER
1. Do not sign this CONTRACT before you read it,
or if it contains any blank spaces.
2_ You are entitled to a copy of this CONTRACT.
3. You have the right to prepay this contract in full
and, under certain conditions, receive a partial
ifl fUll. refund of the time price differential.
by Pdre*sAr on tMt'v I day of
THIS INSTRUMENT PREPARED BY:
Name: Robert Griffith- Aluminum Men Super Gutters &
Address:
e nw rive,
NOTICE OF COMMENCEMENT
State of Florida
1111111111111111111111111111111111111111..
GRANT NALOYr aEMINOLE COUNTY
r:1. ERK UE C:iE;'r:►_lIT i`0LJRT t. C:OrIPTROLLER
BK °ll r' Ps 1.1'i•3 ,IPs-a)
CLERK'S g 201801195L
RECORDED 02/01r'201 11- 39 n 50 fail
RECORDING FEES T�10.00
RECORDED BY hdevore.
County of Seminole
Permit Number: Parcel ID Number: 18-20-31-505-0000-0980
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
CChhaptegrp713, Florida SRtaatutes, the following information is provided in this Notice of Commencement
LO ylt3, tiak°erS 8 ERT n�L jl les�c�ptjgA of�tly� roReCty rid street address if available)
211 Belgian ay,Sanford, D 52 t t h L/ y
olnSPafl an �Rnsti�a eod a uminumNwalk-on roof
OWNER INFORMATION:
Name: Christina Nelson
Address: 211 Belgian Way, Sanford, FL 32773
Fee Simple Title Holder (f other than owner) Name:
Address:
CONTRACTOR:
Name: Robert Griffith
Address: 533 Femwood Drive, Altamonte Springs, FL 32701
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)(b), Florida Statutes.
Name:
Address:
In addition to himself, Owner Designates of
To receive a copy of the Lienoes 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)
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.
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true
to st of my kn edge and belief.
clhf l(\6c,
Owners Signature Owners Printed Name
Florida Statute 713.13(1)(g):' The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead.'
State of V County of S k\N\V \A
The foregoing instrument was acknowledged before me this rJ_t-_:day of U`1 , 20
by C��\- 1! k 1 1 as t \ Who is personally known to me ❑
Name of person making statement i
(� f �.j
OR who has produced identification 4 type of identification produced: T' Iv It0b -�� '� '�O t
CERTIFIED PY GRANTNiALOY
CLERK Oh PHt.'IT CO %
ti"AI\1G try 111i C l
NANCY jO GFiiFr �!1
SEWNOLE I"i OP D. MY commissiopli Notary Signature
irXPIRES:March 20,2020
BY 6f�tT C�R!( IS �eAi'.Ec7 onn�eglnruYudletNo!lrySuricer
Q-3tP-.. CD YY
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NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND
LOAD REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE RESIDENTIAL SIXTH
EDITION SECTION R301 DESIGN CRITERIA AND ASCE 7- 10
1. WIND SPEED=139 MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VASD)
2. RISK CATEGORY 2
3. CONSTRUCTION TYPE = SINGLE FAMILY RESIDENCE (V)
4. WIND EXPOSURE = CATEGORY C
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531 S-,, S.R.— 434
Altamonte Springs; FL 32714
(4,07) 521--5557
FAX(407)521-5434
PE 0040748
1. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THIS SURVEYOR. THERE MAY Boundary LAID
BE OTHER RESTRICTIONS OR UNRECORDED EASEMENTS THAT AFFECT THIS PROPERTY. SURVEYORS
2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTFERWISE SHOWN. And LG 4565
3. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED Mapping
UPON BY ANY OTHER ENTITY, ASSOCIBt2S, Inc.
4. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO
RECONSTRUCT BOUNDARY LINES. 109 WEST ORANGE STREET
5. BEARINGS ARE BASED ON RECORD PLAT DATUM AND ON THE LINE SHOWN AS BASE BEARING (BB). ALTAMONTE SPRINGS. FL.
6. PROPERTY HEREON LOCATED IN ZONE ' X' PER RIA.M. COMMUNTTY PANEL NO.120294 GD70 F DATED 09-28-07. g2714
7. BUILDING LINES SHOWN, REPRESENT BUILDING WALLS. EAVES, IF ANY, NOT LOCATED OR SHOWN. PH. (407) 596-1156
C!L BELGIAN WAY
— — — — _ NOTE:
TRACT A PROPERTY APPEARS TO BE
SERVICED WITH MUNICIPAL
WATER & SEWER.
N N
_L94671 N 89°17'34"IN (BB) 50.00' I i.c. --A— _
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_ i 118.05 P.C.
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RESIDENCE # 211
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SET RB
LB 4565
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LB 4565
74 75 76
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CERTI FIED TO:
RICHARD S. NELSCN &
i
CHRISTINA L NELSON
WATSON TITLE SERVICES, INC.
SIERRA PACIFIC MORTGAGE, INC.
I - 1
DESCRIPTION: LOT 98, BAKER'S CROSSING PHASE I, ACCORDING TO OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY
THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 60, PAGE(S) 27-29.
INCLUSIVE, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
JOB NO.: 09-1383
REC. - RECCVEAEO LEGEND
0
CORCPETEOR
Ths s a digitally signed and scaled driving of a
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LP. -IRON PIPE
PAVERS
6oundyy survey pMormed under Om dvwdon of
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the wdmgaed.Sk wples are auDwnmd on or
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FIELD: 12-07-09
CA CONCRETE MOMAO+r
RP.. RADW POINT
about IhO date Of the Survey shw hereon and
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SIGNED: 12-08-09
RB - REBAR
RAO - RADIAL
R - RADIus
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cod red only to Rase Ix.sons rd/dr entries Wad
heroon The boundary savoy mooe the mlMrnum
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DRAWN BY: JWJ
KR - NOT RADIAL
N6D - HNt lLT
CA - CENTRAL ANGLE
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brhinal shndards a.•, se: bM by the Fbdda Bawd
of Professional Surveyors and Mappers N ChapI7—
F.B.: 205 Pg. 09
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Florida Building Code Online
Page 1 of 2
BCIS Home Log In I user Registration Hot Topics Submit Surcharge Stats & Facts',; Publications I FBC Staff I BCIS Site Map Links I Search
Florida
t' Product Approval
'{tiu
P r
-�` USER: Public User
Product Approval Menu > Product or Application Search > Application
List > Application Detail
ors �I
FL #
FL15491-R4
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
9
Structall Building Systems, Inc
350 Burbank Rd.
Oldsmar, FL 34677
(813)855-2627
info@structall.com
Frank Bennardo
frank@engineeringexpress.com
IZPA-DUAVIG
SANFORD
LD�pAR tip'
Category
Roofing
Subcategory
Metal Roofing
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
Frank L. Bernardo, P.E.
the Evaluation Report
Florida License
PE-0046549
Quality Assurance Entity
TI RADCO LLP dba RADCO A Twining Company
Quality Assurance Contract Expiration Date
05/01/2019
Validated By
Keith E. Lorinos, PE
® Validation Checklist - Hardcopy Received
Certificate of Independence FL15491 R4 COI Indeo.odf
Referenced Standard and Year (of Standard) Standard Year
ASTM E72 1998
ASTM E72 2005
ASTM E84 1991
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL15491 R4 Eauiv Eauiv.pdf
Sections from the Code
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtep%2bDhVRQ... 2/ 12/2018
Florida Building Code Online
Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
08/16/2017
08/16/2017
08/21/2017
10/10/2017
FL #
Model, Number or Name
Description
15491.1
Snap-N-Lock Panel
EPS Foam Core Composite Panel, 3", 4" & 6" with Aluminum
or Steel Skins
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15491 R4 II Dwg.odf
Approved for use outside HVHZ: Yes
Verified By: Frank L. Bennardo, P.E. PE-0046549
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: +99/-99
Evaluation Reports
Other: See installation instructions for maximum ultimate
FL15491 R4 AE Eval.Ddf
and allowable pressures. See installation for panel
Created by Independent Third Party: Yes
limitations & spans.
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail 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 any questions, please contact 850.487.1395. *Pursuant to
Section 455.275(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 emails provided may be used for official communication with the licensee. However email addresses are public record. If 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 are a licensee under
Chapter 455, F.S., please click here .
Product Approval Accepts:
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http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtep°/`2bDhVRQ... 2/ 12/2018
\``LI rcuu•P� s
STRUCTALL BUILDING SYSTEMS
DESIGN NOTES: MAXIMUM ALLOWABLE_ NO eoo4s
EPS FOAM CORE ROOF PANELS - METAL SKIN CASLCUVTEDFORGATIVE WITH
DESIGN PRESSURES:_
CALCULATED FOR USE WITH THIS SYSTEM _ U= b r%
HAVE BEEN CALCULATED IN ACCORDANCE t 7�
WITH ASCE 7-30 AND THE FLORIDA BUILDING AS NOTED IN CLEAR = O S A p
CODE USING ALLOWABLE STRESS DESIGN
SPAN TABLES c o
OUTLINED HEREIN. THE CRITERIA �/O .•F N
OUTLINED HEREIN.
TOP & BOTTOM FACING: I
• 0.024" ALUM / 0.024" ALUM ENCLOSED STRUCTURE LOADS: III I W Bl (=j g
• 0.030" ALUM/ 0.030" ALUM 1. CALCULATIONS BASED ON ASCE 7.10, Vult= 130 MPH - 180 MPH,
• 26ga STEEL / 269a STEEL ENCLOSED STRUCTURE COMPONENTS & CLADDING, RISK CATEGORY=II, Kd=0.85, Kzt-1.0, Kz TABLE U 4 Sy< D1 m Z
30.3-1, GCpi-./-0.18, 15' MEAN ROOF HEIGHT. z gym I�
••36" MAX OVERHANG UJ W O N4 -, W w
MgkIMUM U
CL AT FRONT, 25% OF 2. WIND LOADSARETAKEN AS THE MAXIMUM BETWEEN ASCE 7-10 ENCLOSED STRUCTURE COMPONENTS - W =
i " 1 (SEE SCHEp R SPAN LAST PANEL WIDTH & CLADDING (AS DESCRIBED ABOVE) AND THE GOVERNING LOADS AS ILLUSTRATED IN FBC TABLE 2002.4 H LL 6 w
U ALONG SIDES, TYP.
FOR VERTICAL LOADS ON SOLID ROOFS, UP TO 15' MEAN ROOF HEIGHT, VW[= 130 MDH - 180 MPH. C) W w
b
1 OVERHANG-- OPEN STRUCTURE LOADS:
- - 3. CALCULATIONS BASED ASCE 7-10, ROOF OVER OPEN STRUCTURE COMPONENTS &CLADDING,
OBSTRUCTED WIND FLOW, RISK CATEGORY=11, Kd=0.85, Kzt-1.0, Kz=O.8S, 15' MEAN ROOF HEIGHT, Ln
Vult= 130 MPH - 180 MPH.
.L 'LOAD COMBINATIONS UTILIZED IN THIS MASTER PUN SHEET HAVE BEEN DERIVED FROM THE WLL
'- ALLOWABLE STRESS DESIGN LOAD COMBINATIONS ILLUSTRATED IN ASCE 7-10 r
I i 4, Nam- J ••ALL WIND SPEEDS LISTED HERE ARE Vult WIND SPEEDS. Vasd WIND SPEEDS MAY BE CALCULATED WITH V)
i WI THE FOLLOWING CONVERSION: WR=Vasd x VO.6
(SLOPE PER INT '"'CALCULATIONS CONSIDER 9.46° ROOF SLOPE. ROOF LIVE LOADS USED IN CALCULATIONS CONSIDER w Z ti
E PER BUIGNIL.0 KING PA -,I i OPTIONAL 20 PSF AS DEFINED IN FBC SECTION 1607. r ^ a q
CONNECTION AT G�pDE) EL GUTTER OR GENERAL NOTES:
DRIP CAP O 1O e y +ri
HOST STRUCTURE �J - 1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE Y•"i . m N a
PER SEPARATE PANEL j I REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017) FOR USE WITHIN AND OUTSIDE of
ENGINEERING THE HVHZ. COMPOSITE ROOF PANELS SHALLCOMPLY WITH CHAPTER 7 SECTION 720, CHAPTER 8 SECTION 0 = u m E w
DEPTH ! I j 803, CUSS A INTERIOR FINISH, AND CHAPTER 26 SECTION 2603 OF THE FBC. J U O
S ; 2. CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS I.y ro
CONNECTION AND W MICH MAY APPLY. DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE ADDITIONAL > f eL n
g i HOST STRUCTURE I ! I SITE -SPECIFIC SEALED ENGINEERING. =
F 3. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. m N C� = LI ] F
PER SEPARATE 4. DESIGN PRESSURES AS NOTED HEREIN ARE BASED ON A MAXIMUM TESTED PRESSURE DIVIDED BY A qq V
ENGINEERING 2.0 FACTOR OF SAFETY. J n O 6
S.
THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH WHICH THIS —J O O
DESIGN IS USED SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS
DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. Q jQ Q a
6. SEPARATE'SITE SEALED ENGINEERING SHALL BE REQUIRED IN ORDER TO DEVIATE FROM w
-�- LOADS, DEFLECTIONS, OR SPANS CONTAINED HEREIN. LINEAR INTERPOLATION OF THE ALLOWABLE SPAN
s �SUPPORT[NG STRUCTURE PER I TABLES LISTED HEREIN SHALL NOT BE PERMITTED. CONTACT THIS ENGINEER FOR ALTERNATE SPAN
d SEPARATE ENGINEERING i._:.l CALCULATIONS AS MAY BE REQUIRED. D
7. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC
SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED
S CLEAR SPAN ISOMETRIC ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN
CONJUNCTION WITH THIS DOCUMENT. U
1OMETRIC 8. EPS PANEL PERFORMANCE CHARACTERISTICS FOR SELF IGNITION, FLAME SPREAD AND SMOKE
N.T.S.N
.T.S. DENSITY HAVE BEEN QUALIFIED THROUGH APPLICABLE ASTM TEST STANDARD. SEE EVALUATION REPORT Y
FOR MORE INFORMATION. I'
9. THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS ON ROOF, INCLUDING
BUT NOT LIMITED TO ANY CONCENTRATED LOADS WHICH MAY JUSTIFY GREATER DESIGN CRITERIA. THIS B
g ADDITIONAL ROOF LOAD CRITERIA SHALL BE PROPERLY ANALYZED BY A LICENSED ENGINEER OR Q
REGISTERED ARCHITECT. St f &
10. EPS CORE COMPOSITE PANELS SHALL BE CONSTRUCTED USING TYPE 3305-H254 ALUMINUM FACINGS B�
B SEAL ALL JOINTS OR ASTM A653, C5, TYPE B HOT DIP GALVANIZED G90 COATED STEEL FACINGS. EXPANDED POLYSTYRENE
WITH CONTINUOUS 0.024 ALUMINUM, FOAM SHALL HAVE TYPICAL DENSITY OF 1.0 PCF. THE EPS FOAM SHALL BE ADHERED TO THE ALUMINUM Ij I$ u L5
CAULKING 0.030" ALUMINUM FACING WITH MORAD M640 SERIES ADHESIVE (BY ROHM AND HAAS COMPANY). FABRICATION SHALL BE IN
1L6 DENSITY EPS OR 26GA STEEL ACCORDANCE WITH APPROVED FABRICATION METHODS BY MANUFACTURER FOR ALL PANELS. g
B PREVENT ELECTROLYSIS. IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO
- CORE FOAM SKINS + 8d8d8dy
12. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS b
SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST
& DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, a« 8 •-
' SYSTEM ERECTION, & CONSTRUCNON PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, 39 S iii
E m & FEDERAL CODES & FROM DEVIATIONS OF THIS PUN.
3 - 0 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE 2 & H IC 8
-. 3D 14. ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND mP/MORBIRF FJDRES3
INVALIDATE THIS CERTIFICATION, 15-2409a
TYPICAOSS SECTION L PANEL INTERLOCK TABLE VALUE DERIVATIONS: PAGE`escR1;ITON:
s PANEL PROPERTIES:
PANEL INTERLOCK 1. PANEL STRUCTURAL PROPERTIES DERIVED FROM CERTIFIED TEST REPORTS Nos. TT-5060278, 506027C,
506027D, 509014A, 509014B BY TERRAPIN TESTING, ESP0123SIP-1, ESP0123S1P-2, ESP012351P-3,
n 2 DETAIL ESP012351P-3A, ESPo32351P4, ESP012351P-5, ESP012351P-6, EXPo12351P-6A, ESP012351P-7,
ESP012351P-8, ESP012351P-9, ESP012351P-9A BY ELEMENT MATERIALS TECHNOLOGY.
,• 1 N.T.S. DETAIL 2. PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOR LIVE LOADS OR UPLIFT AS WELL
AS CALCULATIONS FOR PANEL PROPERTIES.
n
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LLBE
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Q
MAXIMUM
ROOF
ALLOWABLE
CLEAR
SPAN
TABLE
MAXIMUM
ROOF
ALLOWABLE
CLEAR
SPAN
TABLE
FRANK L BENNARDO, P.E.
�7� sF ;. 7
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LDS
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STRUCTURE:
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NOTE:
SEE
DETAILED
ON SHEET
° 3
TABLE NOTES
tMntl
Speed
(MPH)
Exposure
Ullimete
Live Load
Nor Uplift
AlkAvable
Live Load
Nor UplMl
DaftecOon
Limit
(U,,,)
3' Panels
4' Panels
6' Panels
0.024•
Alum Skin
1-LB EPS
0.030'
Alum Skin
1-LB EPS
0.024"
Alum Skin
14B EPS
0.030'
Alum Skin
14B EPS
26ga Steal
Skin
11B EPS
0.024•
Alum Skin
116 EPS
0.030'
Alum Skin
14B EPS
26ga
Steel Skin
1-LB EPS
t30
B
+1-47 psf
1. 28 Psf
120
10'S'
11'-9'
17-1'
IT-1 I"
12'-1"
13'-3"
14'-9'
14'-11'
130
B
H-47 psf
+/. 28 Psf
180
9'-Y
11'-0'
10'-10'
173'
17-1'
13'-3"
ib'-9'
14'-11'
130
B
+/-47 psi
+/-28 psf
240
B'-4'
11'-2'
9'•11'
11'-Y
11'-11'
12'-3"
13'-9'
ib'43'
t30
C
+/-47 psf
+/-28 Psi
120
10'S"
11'-9'
17-1^
12'-1T
17-1'
13'-3"
14'-9'
74'-11'
130
C
+/-47 psf
+/-28 psf
780
9'-2'
11'-9'
10'•70"
17-3"
77-1"
13'-3"
1a'-9"
14'-11'
130
C
+!- d7 psf
a/- 28 Psf
240
8'4"
11'-2'
9'-11"
1 t'-2"
17'-11"
12'-3"
13'-9"
14'-0'
730
D
*/- 54 psf
+/- 32 Psf
120
9'-9'
11'-1'
— i t'-4"
1 T-2"
11'S"
12'S"
13'-11"
t4'-1"
130
D
+/- 54 Psf
+/- 32 psf
t 80
B'-10'
11'-7'
10'S"
11'-9"
11'S'
12'$"
13'-11'
14'•1'
130
D
+!- 54 psf
+/_ 32 psf
240
B'
WIM
Speed
(MPH)
Ezpowre
UBimate
Live Loatl
Nor Uplift
AINTMaDIe
Live Load
Nor Uplift
DefteUion
Limit
(U...)
3' Panels
4' Panels
6" Panels
—
0.02d•
plum Skin
149 EPS
0.030'
Alum Skin
t-LB EPS
0.02d'
Alum Skin
t4B EPS
0.030'
Alum Skin
118 EPS
26ga Steel
Skin
74.8 EPS
0.024•
Alum Skin
11B EPS
0.030'
Alum Skin
1-LB EPS
2bga
SteeT_Sk7G
118 FA
130
B
+/-d6 Dsi
+/-27 psf
t20
10'$'
12'-1'
12'S"
13'-3"
17S'
13'-T'
t5'-2'
15'd>'
130
B
+1-46
+-27 psf
180
9'd'
12'-1'
11'-1'
72'$'
t7S'
13'-7"
130
B
+/-48 psf
+/-27 psf
240
8'S•
11'ri'
10'-7"
11'd"
17-2'
12'$'
14'-1Y
130
C
*/-46 ps1
+/-27 psf
12(1
10'$'
11'-11'
12'-3'
13'•1'
17J'
13'S•
14'•12'
t5'-7
130
C
+/- 4
+- 27
180
9'-3'
11'•i t'
10'-12'
12'S"
17J'
13'S"
14'-12'
15'-2'
730
C
+/-bBp
+-27P
240
8'-5•
7t'J"
9'-12'
11'$"
17-0'
12'$"
13'-11'
14'-10'
130
D
1- 47 ps1
+-28 psf
120
10'<'
71'$"
11'-12'
17-70'
12'-0'
73'-2"
14'$'
14'-10'
130
D
+/-47 psf
+/- 28 Psf
t80
9'-2'
11'$"
10'-10'
17-2'
12'-0'
13'-Y
t4'$•
14'-10'
130
D
+/-47 psf
+-28 Psf
240
8'-4'
11'-1"
9'-10'
11'-1'
11'-10'
1Y-2'
13'-9'
14'$'
140
B
+/- 48 Dsl
27 psl
120
10'$'
11'-71'
12'-3'
73'-1'
12'-3•
13'S"
14'-12'
t5'-Y
140
B
*!- 46 Psl
27 psf
180
9'-3'
11'-11'
70'-12'
17-d'
12'.9'
13'S'
14'-12'
15'-Y
140
B
+/- 46 p51
27 Psf
240
8'-5'
11'J'
9'-12'
11'.3'
12'-0'
t 2'<"
13'-11'
14'-10'
740
C
+1-47 Psf
+-2
120
10'4'
11'$•
17'-12'
17-10'
12'-0'
13'-2"
14'$'
14'-10'
140
C
+/-47 psf
+/-28 psf
180
9'-2'
it'$"
10'-10'
17-2'
12'-0'
13'-2"
14'$'
14'-10"
140
C
+l-47 psf
+/_28 psf
240
e'-a"
71'-1"
9'-10'
1t'-7^
11•-10•
t2'-2"
13'$'
t4'$`
140
D
+/- 51 psl
+!- 30 psi
120
10'•1'
11'S"
11'-9'
1Y$'
11'-9' -
12'-10'
14'-0'
j 14'$"
140
D
+/• 51 psf
+!- 30 psf
180
9'-0"
11'-5"
10'$'
17-0'
17'-9'
12'-10'
140
D
+/-51 Dsf
+/- 30 Osf
240
8'-Y
70'-11'
9'$'
70'-t i'
11'$'
t7-0'
13'$'
j 14'S`
155
B
+1- 47 Psf
+/- 28 pal
120
10'd'
17'$"
12'-0'
77-t 0'
12'-1'
13'-2'
74'-9'
14'-11"
155
B
47 psf
a!- 28 psf
180
9'-7
11'$'
10'-10'
17-3'
1 Y-1'
13'-2'
14'•11'
155
B
+/- 47 Dsl
+!- 28 psf
240
8'4"
1 T-T
9'-10'
t 1'-T
11'-i 1'
17$'
13'-0'
14'$'
155
C
+/-49 psf
+/-29 psf
1N1
10'-2'
11'S'
11'-9'
17-T
11'-10"
17-17'
14'S'
t4'-T
C
*J- 49 psf
+/- 29 psf
180
9'•1"
11'S'
10'$'
17-1'
i t'-10'
12'•11'
14'5'
14'-T
C
- 9 P
29
- Ps
240
8'-3"
10'-12'
9'-9'
10'-11'
71'-9'
17.1'
13'-7'
14'S"
p
+!- 57 Psf
a!_ 34 Psf
120
9'-5"
10'-7"
10'-17•
11'$'
10'-11"
11'-02'
13'4'
13'$"
D
a/- 57 Psf
a - 34 P
180
8'-T
10'-T
10'-2'
11'$'
10'-11"-0'
_
13'S"
r165
D
+/-57p
+/• 4psf
240
T-10'
10'S'
9'-3'
10'S'
10'-11"
11'$'
12'-t 1'
13'S"
B
+/-49pf29
Pf
120
t0'-z`
t1'$'
11'-10'
77$'
11'-10'
17.12'i
B
*/-49 psf+/-29
pf
180
9'-1"
11'$'
10'-9'
17-1'
11'-10'
77-t2'
14'E•
B
+/- 49+l-
pf
29 P240B'.T11'-
0`
9'-9'
70'-1Y
11'-0"
17-1'
t3'-T14$'
C
+1-54 Dsf
-1. 32 Dsf
120
9'-9'
t0'-12'
11'-0'
77-1'
11'-0'
17S'
13'-10"
13'-1Y
185
C
+/-54 psf
+/-32 Psi
180
8'•70'
70'•12'
10'•5'
11'•9'
11'<'
77S•
13'-10•
13'-17
165
I C
+/- 54 pM
a _ 32 P
240
8'-0"
10'$'
9'S'
70'$'
17'd'
17'-0'
165
D
+/- 66 psf
+/-39 Psf
120
8'-10"
9'-72'
10'-3'
10'-11'
70'a"
11'-3'
12'$'
12'$'
165
D
+/- 66 pal
* • 39 psf
180
8'-3"
9'-12'
9'-9"
10'-11 `
10'$"
11'-3'
12'S'
12'$'
165
D
66 psf
a/_ 39 psf
2a0
T$'
9'•12'
8'-10"
9'-12'
10'.3'
10'-12'
12'-4`
12'$'
49 psf
+/- 29 D
120
10'-Y
11'S'
11'$'
17-7'
11'-10'
17-11'
14'S'
14'-7'
170
B
+/-49 psf
*l-29 Psf
1B0
9'•1'
11'S'
10'$'
iT-7'
17'-70'
17-11'
14'-5'
14'-7'
170
B
+/• 49 Psi
+/- 29 psf
240
8'-3"
10'-72'
9'-9"
10'-11'
11'A'
17-1'
13'-T
14'$'
170
C
57 psf
+/. 34 ps1
80
9•$"
1a•$•
t0•-1r
11'A•
10'-t7
77-0'
12'-0'
12'-0'
170
C
*/-57 psf
+/- 34 Psf
120
9'S^
10'-0'
10'-72'
71'-9'
12'-0'
73'-5'
13'-7'
170
C
+/-67 Pr
+/-3't DN
1BO
8'$"
t0'$'
10'-2'
11'$`
_70'-t7
10'-17
12'-69 0'
13'-5'
13'-7'
170 t
C
57 psf
+/- 34 psf
240
T-10"
10'S'
9'-3"
10'S'
10'-1Y
11'$'
12'-11"
13'-T
170
D
+/-69 psf
BOM2�'-_Il'
$"9'-77"70'$"2'-0"12'-0'170
t
D
+!-fi9 psf
120
$'
9'-11"
10'$'
9'-11'
10'-11'12'-2"12'-0'170
D
Ps
180
'$"
9'-T
10'$'
9'-11'
10'-it'
12'-2"12'-0'+-6psf
240
'$'
8'-8'
9'-9'
9'-11'
10'$'
12'-1"
12'd'176
C-61Psf
BO
'S'
10'$'
11'-5'
10-911'92'-0'12'-0'175
tC+/-61ps
gr.
180
'S'
10'-0"11'<'
10'-9'
11'-913'T
13'J•175
D
+!- 72
BO
S'9'-8"
10'-5'
9'-9'
70'$'
11'-11'
12'-0'
775 tD
+/-72 psf
f180S'9'S'70'-5'9'-9'10'$'17'-77•
2'-0'180
tC+/-62
pf
120
'-2"10'S'11'-2"
10'S'71'$"77-70"
t2'-17'
180t180
'-2'
9'-11'
11'-2"
11'$'
12'-10"
12'-11'
180 t
C
+/-62 psf
+/-37 psf
240
T-T
10'-2'
8'-12'
10'-7"
70'$'
11'-2"
17$"
t2'-11•
MAXIMUM ALLOWABLE CLEAR SPAN TABLE
ROOF OVER OPEN STRUCTURE:
Wind
S��
(MPH)
Exposure
Ulllma[e
Live Load
8lor Uplift
Allowable
Live load
BJor Uplift
Deflection
Limit
(L/-„)
3' Panels
4' Panels
6" Panels
0.024'
Alum Skin
1-LB EPS
0.030'
Alum Skin
1-LB EPS
0.024'
Alum Skin
1-LB EPS
0.030'
Alum Skin
1-LB EPS
26ga Steel
Skin
1-LB EPS
0.024'
Alum Skin
1-LB EPS
0.030"
Alum Skin
1-LB EPS
28ga
Steel Skin
1-LB EPS
130
B
+/- 47 ps(
+1- 28 Psf
120
10'-5"
11'-9"
1Y-1"
12'-11"
12'•1"
13'-3"
14'-9"
14'-11"
130
B
+/-47 Psf
+1. 28 Ps
180
9'•2"
11'-9"
10'-10"
1Y_3"
12•-1"
13'_3,
IN-T
14'-11"
130
B
+1- 47 Pat
+l. 28 psf
240
8'•4"
1 V-2"
9'•11"
11'-2"
11'-11"
12'J"
1 Y-9"
14'-9"
130
C
*/- 49 psf+1-
29 Psf
120
10'-4"
11'-8"
1Y-0"
12'-10"
1Y-1"
13'-2"
14'-9'
14'-11'
130
C
+1- 49 Pat
+/- 29 psf 1
180
T-2"
11'-8" 1
10'-10"
12'-3"
1 Y-1"
13'-2"
14'-9"
14'-11"
130
C
+l- 49 Psf
-1- 29 Psf
240
8'4-
11'-1"
9'-10"
111•1"
111.11"
12'-3"
13'-9" 1
14'-8"
130
D
+/- 59 Psf
+1- 35 Pat
120
9'-5-
10'-7"
10'-11"
111-8"
10'-11"
11, 1.
13'4"
13'-6"
130
D
+1. 59 psf
+!• 35 psf
180
8'-7"
10'•7"
10'-2"
1 V-5"
19-11"
11'-11"
13'-4"
13'-6"
130
D
+1- 59 Psf
+1- 35 Psf
240
T-10"
10'-5'
1.".
10'-5"
10'-11"
11'-5"
17-11"
13'-6"
140
B
+1-49.psf
+/-29 Psf
120
10'-4"
11'-9'
12'-0"
12'-11"
1Y-1"
13'-2"
14'-9"
14'•11"
140
B
*/- 49 Psf
+/- 29 Psf
180
9'-2"
11'-9'
10'-10"
12'-3"
17-1"
13'-2'
14'-9"
14'•11"
140
B
+1. 49 Psf
+1- 29 Psf
240
8'-4"
1=1
9'-10"
11'-1"
11'-11"
1 Y-3'
13'-9"
14'-8"
140
C
+l- 59 Psf
+!- 35 psf
120
T-5"
10'-7"
10'-11"
1 V-8"
10'-11"
11'-12"
1 X4"
131-6"
140
C
+1-59 psf
+/- 35 psf
180
8'-7"
10'-7'
10'-2"
111-6"
10'-11"
l l'-12"
1 T4"
131-6"
140
C
+/- 59 Psf
+/- 35 psf
240
T-10"
10'-5"
9'-3"
19-5"
10'-11"
1 V-6'
12'-11"
131-6"
140
D
+1- 71 Psf
+/- 42 psf
120
81-6'
9'-8"
9'-11"
10'-T'
9'-11"
10'-10"
12'-1"
12'-3"
140
D
+/- 71 psf
+/. 42 psf
180
8'-1"
91-8•
9'-6"
10'-T'
91•11"
10'-IT
12'-1"
12'-3"
_
140
D
+l- 71 psf
+/- 42 psf
240
T-4'
9'-8"
8'-8"
9'•9"
9'-11'
10'•9"
12'-1'
12'-3'
155
B
+/- 34 psf
+1- 34 psf
120
9'-7"
10'-10"
11'-1"
11'-11"
11'-1"
14'-2"
13'-7"
13'-9"
155
B
+/- 57 psf
+1- 34 Psf
180
8'-8"
10'-10"
1P-3-
11'-T'
13'-7"
13'-9'
155
B
+1-57 Pat
+/-34 Psf
240
T•11"
10'-8"
9'4"
1V-6"
1T-1"
1V-r
IV-0"
13'-9'
155
C
+1-69psf
+1-41 Psf
120
81•8"
9'-9"
19•1"
10-9"
10'-1"
11'-0"
1Y4"
12'-5"
155
C
+1. 59 psf
+-41 psf
180
8'-T
9'-9"
9'-8"
10'-9"
10'-1"
11'-0"
1Y-4"
12'-5"
155
C
+/• 69 Pat
+f- 41 psf
240
7'-5'
9'-T
8'-9"
9'-1 a"
10'-1"
10'-10'
1 Y-2"
12'-5"
155
D
+1- 82 Pat
+/- 49 Psf
120
9'-l"
9'-9"
9'-2'
10'-0"
11'-2"
11'-3"
155
D
+l- 62 Psf
49 psf
180
9'-0-
9'-9"
9'-2"
19-T
11'-Y'
11'-3'
155
D
+/- 82 Dsf
+!- 49 psf
2411
8'-2"
9'-3"
9'-2'
10'-0"
11'-Y'
11'-3"
165
B
+1- 64 Psf
*I. 38 Psf
120
8'-12"
1 V-2"
10'-5'
11' 2"
10'-5-
11'-5"
12'•9"
12'-11"
165
B
+/-64 psf
+/-38 psf
180
8'-4"
10'-2"
9'-10"
11•-1••
10•-5"
11•-5•
12•-9••
12'_11"
165
B
+!• 84 Psf
+1- 38 Psf
240
T-T
10'-1"
8'-11"
10'-1"
10'-5"
1 V-1"
1Y-6"
12'•11"
165
C
+1- 77 Psf
+/- 46 Dsf
120
8'-2"
9'-2"
9'-5"
10'-1"
9'-6'
10'-4'
11'-T'
11'-8"
165
C
+1-77 psf
+1- 46 psf
180
T-10"
9'-2"
9'-3-
10'-l"
91-6"
1U4"
11'-7"
11'-8"
165
C
+/- 77 Psf
+!• 46 psf240
T-1"
9'•2"
6'-5"
9'-8"
9'-8"
10'4"
11'•T'
11'-8"
165
D
+/- 94 Pat
+l• 56 par
120
8'-7"
9'-2"
8.•7"
y,_5"
10'-B"
10'-T'
165
D
+l. 94 Pat
+1- 56 Pat
180
8'-T'
9'-2"
8'•7"
9'-5"
10'•6"
101-7"
165
D
+l- 94 psf
+1- 56 Pat
240
T-10"
V-10"
8'-7"
9'-5"
10'-8"
10'•7"
170
B
+/- 67 psf
+1- 40 Pat
120
8'-W
9'-101,
10'-1"
10'-10"
10'-1"
11'-1"
12'-4"
1Y-6"
170
I B
+1- 67 psf
+1- 40 Dsf
180
8'-2"
9'-101,
9'-8"
10'-10"
10'-1"
11'-1"
12'.4"
1Y-6"
170
B
+/- 67 psf
-1- 40 psf
240
T-5"
9'•101'
8'-9"
9'-11"
10'-1"
10'-11"
12'-3"
1 Y-6"
170
C
*!- 82 psf
+/- 49 Dsf
_
80
9'-2"
9'-10"
9'-2'
10'-0"
11'-3"
11'4"
170
C
+/- 82 Psf
+/- 49 Psf
120
9'•2"
9'-10"
9'-2"
10'-0"
1 V-3"
11'4,
170
C
+1- 82 psf
+1- 49 psf
180
9'•1"
9'-10"
9•-2"
10'-0"
11 •-3"
11'4"
170 t
C
+ - 82 Ps/
+/- 49 Psf
240
8'-3"
9'-3"
9'-2•
10'-0"
11'-3"
11'4"
170
D
+1- 101 psf
+/• 60 Psf
80
8'-4"
8'-11"
814"
9'-1"
10'•2"
10'-3"
D
+1- 101 Ps
+1- 60 Psf
120
8'.4"
8'-11"
8-4"
9'-1"
10'-2"
10'-3'•
D
+f- 101 Psf
+1- 60 psf
180
8'-4"
8'-IT-
8'4"
9'-1"
10'-2"
10'-3"
D
+l• 101 psf
+1- 60 Pat
240
T-8"
8'-8-
8'-4"
9%1"
10'-2"
10'-3"
k170
C
+1- 87 psf
+/- 52 Psf
80
8'-11"
9-6"
8'-1 r
9--9"
10'-11"
11'-0"
C
+1- 87 Psf
+1- 52 Psf
180
8'-10"
9'-6"
8'-11"
9'-9"
10'-11"11'-0"
D
+l- 106 DO
+1- 63 psf
80
8'•1"
8'-8'
8'-1"
6'-10"
9'•11"
V-12"
D
+1- 106 Pat
+1- 63 psf
180
8'-1"
B'-8"
8'-1"
8'-10"
9'-11"
91-12"
C
+/- 92 psf
+1- 55 psf
120
8'-8"
9'_3"
8'-8"
9'-6"
10'-7"
10'-9"
180 t
C
+1. 92 Ps
*I- 55 Ps
180
8'-8"
9.-3.
180 t
C
+1- 92 Psf
+/- 55 Psf
240
711"
8'-11"
8'-8"
9'-0"
10'-7"
1 10'-9"
r No PEOO
o '• STATE
�� T�'•. F(OR'
SS�ONA
TABLE NOTES:
1. THIS TABLE LISTS BOTH ULTIMATE AND ALLOWABLE PRESSURE
VALUES (ULTIMATE PRESSURE = 1.67 " ALLOWABLE PRESSURE).
ULTIMATE PRESSURES SHALL BE USED ONLY WHEN ULTIMATE
PRESSURES ARE GIVEN FOR A SITE SPECIFIC INSTALLATION.
CLEAR SPAN TABLE USE INSTRUCTIONS:
1. DETERMINE TYPE OF ENCLOSURE TO BE COVERED (ENCUOSED,
SCREENED WALLS, OR OPEN STRUCTURE).
2. DETERMINE THE SITE SPECIFIC REQUIRED ULTIMATE DESIGN WIND
SPEED (MPH), IN ACCORDANCE WITH THE FLORIDA BUILDING
CODE.
3. FIND ALLOWABLE COMPOSITE PANEL CLEAR SPAN IN TABLES FOR
APPROPRIATE PANEL DEPTH, FACING THICKNESS, AND EPS CORE
DENSITY SELECTED.
4. ® INDICATES VALUES NOT VALID FOR USE.
DEFLECTION NOTES:
1. DETERMINE REQUIRED DEFLECTION LIMITATION PER THE
MINIMUM REQUIREMENTS ILLUSTRATED IN THE FLORIDA
BUILDING CODE.
2. (1) INDICATES ROWS FOR USE WITHIN THE HVHZ ONLY.
DEFLECTION LIMITS CONSIDERED FOR USE IN THE HVHZ ARE:
2.1. 1-/80 FOR SPANS 1512'-D"
2.2. L/180 FOR SPANS > 12'-0"
OTHER CONSIDERATIONS:
1. FRONT OVERHANG MAY BE UP TO 3'-0" WITH VALUES LISTED HEREIN.
MAXIMUM UNSUPPORTED SIDE OVERHANG IS 25% OF LAST PANEL
WIDTH (i.e. 12" MAX FOR 48" PANEL WIDTH).
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Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Roof
Final Stucco J Siding
Insulation Final
Final Utility Building -
Final Door
Final Window -
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