HomeMy WebLinkAboutProduct Approval r� w
k.
BCIS Home J Log In J user Registration j Hot Topics J Submit Surcharge I Stats&Facts j Publications J FBC Staff J BCIS S(te Map i Links Search f
Florida
1, USER PCOIIc User al
Product Approval Meny>Product or Application Search>Application List>Application Detail t .t n
FL# FL19035 J r 1 \ Ml
Application Type New I- ••-
Code Version 2014 �' °"'"°""' .•.....
Application Status Approved
i
Comments
Archived L�
I
Product Manufacturer Town and Country Industries,
Address/Phone%Email 400 West McNab Road
Ft.Lauderdale,FL 33309
(954)493-8551
tomj@tc-alum.com
i
Authorized Signature Tom Johnston
tomj@tc-alum.com
,t
i Technical Representative Thomas B.Johnston
Address/Phone%Email 400 west MCNab'Rd.
Ft.Lauderdale,FL.33309
(954)970-9999
tomj@tc-alum.com
Quality Assurance Representative Thomas Johnston
Address/Phone/Email 400 WestMcnab'Road
Fort Lauderdale,IFL 33309
(561)512-9702
tomj@tc-alum.com
I
Category Roofing
f
Subcategory g ry , Metal Roofing
I
Compliance Method. Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
i Evaluation Report-Hardcopy Received '
Florida Engineer or Architect Name who developed Steven Moraga,P.E.
the Evaluation Report
Florida Licensei PE-64609
Quality Assurance Entity National Accreditation-&Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By J ORLANDO L.BLANCO,P.E.
R Validation Checklist-Hardcopy Received
I
Certificate of Independence FL19035 RO COI DISCLOSURE OG INTEREST LETTER.Dddf
I
Referenced Standard and Year(of Standard) Standard Year
ASTM E330 2002
Equivalence of Product Standards
Certified By
Sections from the Code
I
I
I
� / l�
Product Approval Method Method 1 Option D
Date Submitted 04/20/2016
Date Validated' 04/20/2016
Date Pending FBC Approval 04/24/2016
Date Approved 06/08/2016
I
I
Summary of Products
FL# ! Model,Number or Name Description
19035.1 .030"Aluminum Riser pan 12"x 3"Aluminum riser panel
Limits of Use Installation Instructions
Approved fog use in HVHZ:No FL19035 RO II TOWN AND COUNTRY TESTED RISER PAN
Approved fog use outside HVHZ:Yes FPA SUBMITTAL.Ddf
Impact Resistant:No Verified By: Steven Moraga PE-64609
Design Pressure:+49.76/-49.76 Created by Independent Third Party:Yes
Other:Reference span tables pages 1 and 2 of installation Evaluation Reports
? drawing FL19035 RO AE PRODUCT EVALUATION REPORT.pdf
Created by Independent Third Party:Yes
I
Back Next
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
.1 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement i
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 mall.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 h€re.
Product Approval Accepts:
IW
Credit Card
' Safe
I
I
r
i
I
i I
I
I
STE%NC=6P
DESIGN NOTES MOp�-'�A'Ga
I.DESIGN PRESSURES UTILIZED W THIS OOWIAENT HAVE BEEN CALCIA INEO PER THE REOLCWF JUTS OF THE FLORICA BUADNO CODE 5TH /
EDITION(20141 AND THE ASCE T•10.THESE SPAN TABLES ARE APPLICABLE FOR TYPE II STRUCTURES AS DEFINED BY THE 2010 ALU%%IJU R F(/�`�-^�y�, /„A/�4/�A. 1
MONO-SLOPED ROOF PAN SPANS FOR SCREEN ROOMS AND PATIO ASSOCIATION OF FLORIDA DESIGN GUIDE
�``++ VT6O
L THE ALLOLVNSLE SPAN TABLES HAVE BEEN DERIVED USING TTHIS TEST RESULTS PER PRODUCT TEST REPORT ISSUED BY IHTERMI• .-!• fL Q-
COVERS ARCHITECTURAL MSTIA'OONW19110.REPORT 0FS/17L14DII44 D19 a0si n6dbey
3.NO 331G%INCREASE W ALLOWABLE BTRE64 HA5 BEEN USEDINTHE DESIGN OF THIS SYSTEM '
0.024"x 3"x 12"ALUMINUM RISER PANS:2 PSF DEAD LOAD+10 PSF LIVE STEV N'MORAG FL`
LOAD+-WIND LOAD 4.7HE SPAN TABLES HAVE GEM GRACED INTD ID PSF LM LOAD AND A M PSF UI E LOAD.TIIGLE THE IO PSF LIVE LOAD SCAN TABLE M1NY BE LSED REG 64609 FACTOR OF SAFETY:1.2 ALLOWABLE STRESS DESIGN SPAN ATTHE DISCRETION OF THE LOGLL.IURISCICTICN HAVINO AUTHORITY AM LUST BE WITFIEO BY THE COMWLCTOR OR AH INDEPENDENT DESIGN
WIND SPEED/ExP TEST LOAD TMATE SP FACTOR A PROFESSIONAL THE TABLE EFAN3 NAPE BEEN REVIEWED FOR A MAIIMU51 ALLOSABLE DEFLECTION OF TLAD AND WITH A AUWLUAI ROOF SLOB '% [T `-•y /Y ,` ,
11018 30.38 PSF 25.30 PSF 9'-2' 15.18 PSF 9'$" OF2/OEGHEES. Date:Z0�6.�4.2y' L\�
GAINEM WTEHPOIATION OF THEALLONABLESPAN TABLES HEREIN SHALL BE PERM17PED. r \\
11010 45.7630 PSF 38.15PSF 8'-7" 22.89PSF T-9" 16:53: ���J Q L1 '
11070 45.7E PSF 38.15 PSF B'-Y 2289 PSF 8'-3" ATHESE SPAN TABLES ARE APPLICABLE FDR SWOLE MOCCNTINUWSTYO SPAN 6UPPORTCONORICNB.
12010 36.58 PSF 30.48 PSF 8'-9" 18.29 PSF 8'-8" l.COVTACT TICS ENGINEER FOR DEVIATiCNS FROM THE SPAN TABLES FOR SITE SPECIFIC CONDITIONS SUCH AS MULTIPLE CONTINUOUS SPAN AND
OTH-cft StWPORi CONDTION3.
1201C 44.84PSF 37.37PSF 6'-2" 2Z.42PSF' 8'4• GENERAL NOTES
12010 54.94 PSF 45.78 PSF 2'-W 27.47 PSF 3'-0" IO Z'w o
- I.THIS SPECIFICATION HIS SEEN D-c9GNEO AND SHALL BE FABWCATEO N ACOORDA'=LYITH THE RFOUIRETIENTS OF TIE FLORIDA GMCHG 7-c
13018 43.20 PSF 36.00 PSF' 21.64 PSF OCOE-5TH EDRNON00141FORUSEONLYOUTSDEOFTHEHIGM VELOCRYHVRRIGNEZONE 0�3w�
1301 C 53.04 PSF 44.20 PSF - 26.52 PSF - 2.CCNTRACTDR SHALL INVESTIGATE AND CONFORM TOALL LOCAL DLILDNG CODE AMENOL^.cN19 LY'DCN MAYILPPLY.THE IQ PSF NNE LOAD TADES UUff ^
13O1D 64,8E PSF 54.07 PSF 32.44 PSF LAY MY BE USED WITH THE APPROYµ OF THE LOCAL JURISDICTION HAYING AUMORM DESON CRITERIA DEYONO THAT STATED HERENMAY ZD�gI: r
REOVIPEACDITIONAL5RES1'ECIFICENWNEERNG. 2 O
14010 60.60 PSF 42.20 PSF 25.33 PSF
3.PM'EL STPUCNML PROPERTI[9 DERIVED TRAM RESISTANCE
C F MASS LARGE
OTT,
140/C 61.90 PSF 51.58 PSF 30.95 PSF 4.Tf099Y5TEM19 NOT APPROVED{'pILMPACT RESSTANCE FROM IARGE OR65NLL DEBRIS.
�- 1401D 75,84 PSF 03.03 PSF 37.82 PSF S.THIS SYSTEM SHALL BE COMINEOTO NON4IAWTABLEATEAS.
.1501E 59.92 PSF 49.03 PSF 29.96 PSF 4.THE ARCHITECT,ENGINEER OF RECORD FOR THE PROJECT'HOST'STRUCTURE TO MACH MIS DESIGN IS ATTACHED 6HALL DE RESPONSIBLE FOR 14
160/C 71.42 PSF' 59.52 PSF 35.71 PSF THE NMGRRY OF ALL SUPPORTING STRUCTURES. 2
1SffrD 67.18 PSF 72.65 PSF - 43.59 PSF T.SEPARATE'SIM SPECIFIC'MGINEBIBNO SHALL BE REQUIRED INOMER TO DEVLATE FRON LCA➢S,DERCCIIONS.OR SPANS COMNHED HEREIN.
180/B - 66,92 PSf 65.77 PSF 33.48 PSF LINEAR INTERPOLATION OF THE OF THE ALLOYlABLESPAIN TABLES LISTED HEREW SHAL DEALUMIl D. _
&THE CONTRACTOR SHALL CAIMrUI.LY CONSIDER POSSIBLE ADDITIONAL INYOSED LOADS ON THE ROOF SYSTEAL IF SUCH LOADS EmsT.
1601C 81-58 PSF 67.98 PSF - 40.79 PSF - APPROPRIATE REDUCTIONS IN SPANS SHALL BSANALYZED BY A LICENSEDPROMMIONAL ENGINEER.
z 160/D HEM PSF 02.93 PSF 49.76 PSF A FABRICATON SHALL HE IN ACCOMAKCE WITH APPROVED FASRICATON METHODS BY TOLSW 6 COUNTRY INDUSTRIES AT THEIR FORT LADDER ALE J
FMIUTY•. OF LE Pn AN ,LTD TABLES OTH RMAKU ROFSIMI R CTS 0 RPECITI ALLYPROHEITED
1701 D 78.40 PSF 06.22 PSF 39.73 PSF -I
1T. ALL FASTENERS TO BE 912 OR LARGER SAE GRADE 5 OF BETTER UNLESS OTHERLY44E SPECKED.FASTENERS SHALL BE PLATED OR COATED
1701C 9242PSF 77.02 PSF 46.21 PSF -1 4
tNIM CORROSION RESISTN4TMATERW.MD6HµL WNPLYLYtTN ANYAPPICMLE IEDENAl,STATE 0R LOGµ C0OF9. (J-
1701 D 112.66 PSF 93.08 PSF 56.33 PSF 11. CONCRETE ANCHORS NOTED HERON SNML BE E1.9EDPFD INTO UNCRACHEO CONCRETE ONLY. INSTALL µL CONCRETE ANCHORS PEN z.8 S 3
MMU1ACTIIRER3 RECOAtVUOATI0N5. �. 5¢L
12. THE CCNTMCtOHIS HESFCNSIBLE FORINSLIABNG TIEMEMBFRSDFTHSSYSTEMlORDISSIA" mETALSTOPREVEMELECTROLYSS. a
11 TIBE CONIMCfORISRESPON51pLElORLtEAT1ERP1i00FNG MATERJLL9 MD DI5iµlATION SUCHA9 iLA5HN0,CUWACI,ETG 0 Z
14. E%CEPFABEAPRESSLYPRTIOEOM r4,L40ADOITIJCWLCERILFlCnT SORNNRNATONSAREINTEK . V
1S. µTERATOKSADOITION MODIERNARIGNGSTOTH1SD LC E ANENOTPERMOTTEOM9UNAUDATBTHL4CERTin ATm Z 0 4 ¢
Z: J.. G
16, M95YBTEM IS VAIDATEO FOR THE 9TNUCTUHµ DESIGN AS SHO,YNONLY. (n W:2 g� LL �
17. USE or THIS SPECUICATON BY CONTRACTOR,0 M NOEMNIFIE8 A HAYES HARKES3 THIS EMINEER FOR ALL COSTS A DAAAGES INCLUDING
LEGAL FEES,APPELLATE FEES.COUNTS COSTS OR OTHER COSTS RESULTNG TROIA MATERIAL FABRICATION snm.1 ERECTICK A
MONO-SLOPED ROOF PAN SPANS FOR SCREEN ROOMS, THIS SPPEECI SPECIFICATION.
CTCES BEYOND THAT 4VN CH ISO LED FOR BY REBORN TATE AND LOGµ CODES,A9IYELL AS FROM OEVNTCN9FID'A
CARPORTS AND SHEDS Ill. VERIFICATONOF THE STRUCTURAL LVTECRITYICAPACITYOF PIE SLWPORTNGHOST 9TRUCTUREA 4]9UP'OITTFRAMNGELEMENTs ARE ¢¢
THE RESPONSDILITY OF TIE SITE SPECIFIC DESIGN PROFESSIONAL. THE BITE SPECIFIC DESIGN PROFESSIONAL ILLY DESIGN ADDITIONAL 4
0.024"x 3"x 12"ALUMINUM RISER PANS:2 PSF DEAD LOAD+20 PSF LIVE FMMNGAND/OR ORACI GTO NCREASE SPANS, 3
LOAD+/-WIND LOAD 10 RISERPAN MTERIAL$HALL GEM.WC4 GR31M04PERASTM 8209. eO
WIND SPEED!EJ(P TEST LOAD ULTIMATE STRESS DESIGN SPAN ALLOWABLE STRESS DESIGN SPAN II
CTOR OF SAFETY:1.2 FACTOR OF SAF 2.0 9
110/B 44.0 PSF 36.67 PSF 8'-3" 22.D PSF 8'4• 0 r
11O/C 45.00 PSF 36.05 PSF 8'-0" 22.83 PSF W-21 o
1101 D 49.60 PSF 41.33 PSF T-10" 24.80 PSF B'-(r Q �I
1201 B 45.46 PSF 37.88 PSF B-1' 22.73 PSF 6.2" 4
120/C 47.88 PSF 39.90 PSF T-10' 23.94 PSF 8'4Y
j 1201 D 54.94 PSF 45.78 PSF 7-5" 27.47 PSF 31-V m¢Q
l 130!B 43.20 PSF 39.53 PSF 2144 PSF x 2>
1 130/C 53.04 PSF 44.20 PSF 26.52 PSF
130!D 64.88 PSF 54.07 PSF 32.44 PSF
--- - --- - 14010 50.66 PSF 42.20 PSF - 25.33 PSF ----- - - - - - -� - - ---- - _- - - ---- ---C_7.Q --
1401 C 61.90 PSF 51.68 PSF 30.95 PSF Q j
1401D 75.64 PSF 63.03 PSF 37.82 PSF 0
15010 59.92 PSF 48.77 PSF 29.96 PSF a
1607C 71.42 PSF 59.57 PSF 35.71 PSF
a
-1 87.18 PSF 72,5 PSF 43.59 PSF DRAWN BY
16018 1 66.92 PSF 1 55.77 PSF 33.46 PSF �- SM
160/C 81.58 PSF 67,98 PSF 40.79 PSF DATE DRAWN
1601 D 99.52 PSF 82.93 PSF 49.76 PSF ry 04/20/16
17018 79.46 PSF 60.22 PSF _ - 39.73 PSF/70/C 92.42 PSF 77.02 PSF 46.21 P w ---
170/D 112.66 PSF 93.68 PSF 56.33SF REVISION
PSF
8.3BB' I fi.5fi1' o 8 -
SH&TND:
PANEL PROFILE
ti
. - STEVEx A10RAGA;vE
STE1fY `N` ` ,i'1
DESIGN NOTES MQA F
1.D'F9GN PNEeSLAtEB VRLIZEO IN THIS DOCUMENT HAVE BEEN CALCULATED PER THE REONREMEWS OF THE FLORIDA BUILO:NG LODE STIR IF---.,}I�I' t/j�,41
EDITION(2M41 AM THE ASCE 740.THESE SPAN TABLES ARE APPLICABLE FOT TYPE It STRUCTURES AS DEFINED BY THE 2010 ALULMAAI DE .IL/G�`O
AS90CATION OF FLORIDA DE9IBN OUOE, n 'F 9 V (-
MONO-SLOPED ROOF PAN SPANS FOR SCREEN ROOMS AND PATIO 2.E A.L.M.SPAN TABLES HAVE BEEN DERIVED USING TT a3 TEST REBUTS PER PRODUCT TEST REPORT ISSUED BY INTERFX- Ul 1 ve,;\�I"
TINO
ARCHITECTU"MSONN11RH6.REPOWOR717.01<01i Digit lij+.4I ei
COVERS S:NO 23113%mYREASE INALLOWAOLESTRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 1�"=% �-'•
0.030"x Tx 12"ALUMINUM RISER PANS:2 PSF+10 PSF LIVE LOAD+/-WIND STEVEN;MORAG FL`;: y,'..
4.THE SPAN TABLES HAVE BEEN DIVIDED INTO 10 PSF LIVE LOAD AND A 20 P5F L1VE LOAD W TABLE THE 10 PSF E lOM SPAN TAME MY BE USED
LO D ATTYE060RETIGNOF THE LOCAL.NNSDICTCNHAMAGAM14OMTYMD MUST BEVERIREDBY THE CONTRACTOR CRANINOEPENDEMDESIGN RECi#,64609.,,,, _
WIND SPEED/E(P TEST LOAD ULTIMATE STRESSDESIGN SPAN ALLOWABLE STRESS DESIRG-N-5-PA PRO FESSIONALTIHETABLE SPANS HAVE BEEN REVIEWEDFCRAMAAMUMALCIVMLEDEFLECT,ONOFT OMlO%WTH AMNM+bM ROOF SLOPE +✓ �• �`
CTO OFSAFETY FACT F vFz/DEGREES. Ddte:20a6.04.20r'� .d6
110/B .. 30.36 PSF 25.30 PSF 9'•9' 15.18 PSF 10'-Z' S LINEAR INTERPOLATION OF THE ALLOWABLE SPAN TABLES HEREIN SHALL BE PERMITTED, _P04160
1 11111((1111 t
110/C 37.30 PSF 31.08 PSF 91.5' 18.65 PSF I..,. B THESESPAN TAMESME APPLICABLE FOR SINGLE MD CONTINUOUS TLSC SPAN SUPPORTOONDITONS. PROFESSIONAL SEAL
1101 D 45.78 PSF 38.15 PSF 9'-T 22.89 PSF 811° 7.CONTACT MS ENGINEER FGR DEVIATIONS FROM THE SPAN TABLES FOR SITE SPECIFIC CONDITIONS SUCH AS MULTIPLE M47NUMS SPAN AND
120/B 36.58 PSF 30.48 PSF 91-V 18.29 PSF 914' OTMERCUFFORTCO.INTONS. T�
1201C . 44.84PSF 37.37PSF e•-0° 2242PSF 81-V GENERAL NOTES Z W o
120/D 54.94 PSF 4 27.47 PSF B'-1' 1:THIS SFECITCATDN HULS BEEN DESiGNEO MO SHALL BE FABRICATED IN ACCORDANCE.WITH THE RECUIREMENTS OF TIE FLORIDA BULGING
COOS-STIR EDITONR014)FORUSEOMYOUTSIOEOFTHEHIGHVELOCRYHIllWICANEMNE 0 i,2
N130!B 43.20 PSF 36.00 PSF 9'-0" 21.64 PSF 9'-P V
2.CONTRACTOR SHALL INVESTIOAM ANO CONFORM TO ALL LOCAL BUILDING CODEAMENOMEMS WHXHI MAYAPPLY.THE IDPSF LIVE LOM TABLES 0
`1301 C 53.04 PSF-, - 26:52 PSF 8'-2' MAY ONLY SE USED WIN THE APPROVAL CIF TiE LOLL NRISOICT 4 HAVING AUTIIORITY.OESIGN CRRERA BEYOND TMTSTATEO HEREIN MAY .3
REOUIREADORIONALSRESPECIFICENGNEERWG. Z w
101 D 84.86 PSF 54.07 PSF T-1" 32.44 PSF 7'-1° 3 2 8 2
140113 60.88 PSF 42.20 PSF 8•-4" 25.33 PSF B'-0^ 3.PMEL STRUCTURAL PROPERTIES DERIVED FROMATTOCAD MASS PRO j
1401C 01.90 PSF 51.58 PSF 7•-0' 30.95 PSF T-2" 4.TM99Y9TEN ISNOTAPPROVEO FOR RIPACTPFSIBTANCE FROAtIMGE CR CR SMALL 0E0RIA c�
140/13 75.64 PSF 63.03 PSF 81J' 37.02 PSF 6'4' 6.iM6 SYSTEMSIW.LBE COWINEDTONOMABUABLEAREA9,
15010 59.92 PSF 49.93 PSF TV 29.96 PSF 7'•0' B.THE ARCHITECTI ENGINEER OF RECORD FOR THE PROIECT•HOST STRUCTURE TO WHICHTIIS DESIGN IS ATTACHED SHALL BE RESPONSIBLE FOR
THE MMORNYCF ALL SUPPORTING STR'IONHES. z
150/C 71A2 PSF 59.52 PSF 8'-7' 35.71 PSF 6'-8" T.SEPARAtE'SITE SF£CIFIC'ENGINEERTG 5IW.L BE REOUREO IN ORDER TODEVIATE FROM LOADS,DEFLECTIONS.ORSPANS CONTAINED HERErt1 c
1601D 87.18 PSF 72.65 PEP 51401 43.59 PSF 51-51 UNEMINTEMOLATCNOFTHEOFTHEALLMV ESPANTABLEb USTEO HEREIN SHALL BE ALLOAT]J. C I.
160/B 66.92 PSF 55.77 PSF 7'-1' 33A8 PSF T-0' BTIE CCNT ACTOR SHALL CAREFULLY CIDER POSSIBLE ADDIMONAL A-POSED LOADS ON THE ROOF SYSTEM. B'SUCH LOADS EAST.
'160/C 81.50 PSF 87.98 PSF 5'-B" 40.79 PSF 5'-11' APPRONUATEREOUCTIONBINBPANSSHALLBEAWLLYSFDBYAL'CE MPROFESSOWILMGINEER Z
b.FABRICATION SHALL BE M ACCORDANCE VAN APPHO4E0 FA&LICAT0.NMETHOMBYTOWN&COUMRYINDUSTHIES AT TiEIR FORT LAUTEPMLE V�
160/D 99.52 PSF 82.93 PSF 4'J' 49.76 PSF 4'4P FACRTIY. ED HE6[6PAN ANOLOADTABIEGW OTHER NpNII RR F IA OOl .IRRPFGFICALLY OHib O
1701 B 79.46 PSF 66.22 PSF 39.73 PSF J t o
10. ALL FASTENERS 10 B6 M12 OR LAITCER,SAE CHAOE 6 OF BETTER UNLESS OTHERIRSE SPECIFIED.FASTENERS SHALL BE PLATED OR COATED $
170lC 9242 PSF 77.02 PSF 46.21 PSF - YATH1IIMOSIDN RGSISTAMMATERIpl N:D SHALL COMPLY WIN ANYAPRICMLE FEDERAL.STATE OR LOCAL COD[9.
VOID 112.66 PSF 93.88 PSF 50.33 PSF 11. CONCRETE ANCHORS NOTED NEREN SHALL BE EMBEDDED INTO UNCMCHED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER Q Z 0$ S y
MANUFACTURERS RECOMMENDATIONS. {/)d•u n$ a
12. iIiE CCNTRACTORIB RESPONSIBLE FORINSWITNGTHE MEMBERS OF TMIG SYSIEMFOR OISSIMRARMETALSTO PREVENT ELECTROLYSIS. Q W•-40 n,U i
10. THECONTRACTORIS RESPONS-1i FOR14EATHER PROOF'OHG MATERIALS AND INSTALLATION SUCH AS FLAMM.MINING,ETC. O zL-
14, EACEPTASE%PHES%YMDMWHEREIN.MnDITONALCERTFIGLTONSORAFFlRMATIONSMEOHTENDEO. V-may<nn a
16. ALTRATION9 AIXEIIONS GT OTHERLARIONGS TO THIS DOCUMENTME NOT PERMUTEDAND INVALIDATE TH19 CERTIFICATION. Z w$--
=)Zwtu��Jat 2
16. TINS SYSTEM ISVALIWTED FOIIiHE51TRUCTVMLOESIGNASSHO.4NCALY. In ui r
LL S
17. USE OF TIL9 SPECIFICATION BY COMRACTCR,at at INDMNITEB ARMIES HARMLESS THIS ENGINEER FOR ALL COSTS 4 DAMAGES INCLL9MG
LEGAL FEES APPELLATE FEES,COURTS COSTS OR OTHER COSTS RESULTING FROM MATERIAL FABRICATION SYSTEM ERECTION,A b
CON BTRUCTIDN MACTDE8 BEYOW THAT WHICH IS CALLED FOR BY FEDERAL.,STATE AND LOCH.CCDES,AS WELL AS FROM DEVATIONS FROM
MONO-SLOPED ROOF PAN SPANS FOR SCREEN ROOMS AND PATIO THIS SPELT CATION.
TB VENG,m ION OF THE STRUCTURAL INTEGRITY I CMADTY OF THE SUPPORTING HOST STRUCTURE AND BOPFOXT FRAMING ELEMENTS Alit!
COVERS THE RESFON9IBLITY OF THE SITE SPECIFIC DES DN PROFESSIONAL, THE SUE SPECIFIC DESIGN PROFESSIONAL MAY DESIGN ACDITICHAL
PANS, 9
0.030"x 3"x 12"ALUMINUM RISER PANS:2 PSF DEAD LOAD+20 PSF LIVE . RISER PAN
/ORBIACING TO BE REASE
R310
19. N19ERPAN IAATENIAI9HALL BE 05NH3f OR JIOSHtd PEHASTM B200.
LOAD+/- IND LOAD o
ULTIMATE STRESS DESIGN SPAN ALLOWABLE STRESS DESIGN SPAN
WINDSPEEDIExP TESTLOAD O
ACTOR OF SAFETY:1 2 FACTOR
A TO OF SAF :2.
MIS 44.0 PSF 36.67 PSF B'•2' 22.00 PSF 91-3'
3
110/C 45.66 PSF 3105 PSF 91•1' 22.83 PSF 9'-2' w
11D/D 49.60PSF 41.33 PSF 81•6" 24XO PEP 9'-1' 6�
12010 45.46 PSF 37.68 PSF 9'-21 22.73 PSF 91•T ti W 4
1201 C 47,88 PSF 39. 91-0^ 23.94 PSF 91•1'
{ i 1201 D 54.94 PSF .BPS 27.47 PSF 81•0'
130718 47.44 PSF 39.53 P F 9.0 3.72PSF _ 9'-2' x p
130/C 53.04 PSF 42.20 P - 26.52 PSF T-11' a Z a
0
130/0 64.AS PSF PSF 7'-3' 32.44 PSF T-2' M g a z
14010 50.66 PSF 42.20 PSF 8'4 233 PSF _--o.j
1.58PS1401C 51.90 PSF F '-w 30,95PSF Q_
7'-5'
140/D 75.64 PSF 63.03 PSF 613' 37.82 PSF 6'-3' CO
15018.._. 58.52 PSF 48.77 PSF T•10" 29.26 PSF T4' s
1501C 71.42 PSF 59.52 PSF 6'-T y 35.71 PSF 61-T D'
1501D 87.1E PSF 72.65 PSF -"-T-0"- 43.59 PSF 511' DRAWN BY
160/13 66.92 PSF 55.77 PSF T-1' 33.48 PSF T-0' �- $M
1607C 81.58 PSF 67.98 PSF 5'•8' 40.79PSF 5'-9° DATE DRAWN
160/D 99.52 PSF 82.93 PSF W-2' 49.70 PSF 4'•2' 04/20116 -
170/B 70.46 PSF 66.22 PSF - 3jD13 PSF aJ
170/C 92.42 PSF 77.02 PSF 40.21 PSF _ REVISION
VOID 112.66 PSF 93.88 PSF 56.33 PSF I -�
8.406"-1. 8.b52- -
SHEETNO:
P
PANEL PROFILE '
STE MO�AGA�
�:��;
A.
RE' 6460 '
STEVF(VMORAG LI �;�.
R%#6409..........
Date:�Q�6.O4r2Q'S� 4
ALUMINUM PAN INSTALLATION INSTRUCTIONS: //111111111
'04(00(PROFESSIONAL SEAL }q(
Twlwa-wsuu 0�'
LYiOERENRPlG ORPECGE u F
EATRUL40 Oq q1 j y O
\UNEixFbLVFD ETAIi ❑� L
n].W.—A— INSTALLING EXTRUDED HEADER TO FASCIA BOARD
1. INSTALL CAULKING SEALANT,OR PUTTY TAPE,OR SEALING TAPE RISER PAN ROOF ATTACHMENT:
TO BACK SIDE OF HEADER.
I 2. FLASHING IS OPTIONAL ON ALL APPLICATIONS. 1. ROOF PANS SHALL BE ATTACHED TO THE HEADER W/(4)N12 x 3l4"
3. MINIMUM FASCIA BOARD SHALL BE 2X#2 S.Y.P.OR S.P.F. CORROSION.RESISTANT SHEET METAL SCREWS UPWARD THROUGH
THE BOTTOM OF HEADER AND(1)#12 x 314"SHEET METAL SCREW AT
TOP OF EACH RIB.ALL SCREWS SHALL BE CAULKED. z CJ
]'R6ERPAnT1 sr rnA.ruosrnEw 2. ALTERNATE:PANS MAY BE ANCHORED THROUGH BOXED END WITH(4) ? 1,
m w•ou..r Acscw #12 x 1'GALVANIZED OR S.S.SCREWS
AT FACN OYEIwMO 3. SCREWS NEEE�TO HAVE AN EMBEDMENT OF 1'MINIMUM WHEN "-I Ve
j I+""oinvM�i ATTACHED TO WOOD BEAMS OR SUPPORTS. Fa-Z g$ S a
l 4. ROOF PANS SHALL BE ATTACHED TO SUPPORTING BEAM WITH(4)012 Lei,5"'
x 12"SHEET METAL SCREWS WITH MINIMUM 5/6'DIA.NEOPRENE Q W - i
RISER PANEL TO FASCIA DETAIL FENDER WASHER OR EQUIVALENT. OV
N19 S. EXISTING 2X FASCIA SHALL BE ATTACHED TO EXISTING RAFTER OR Z(D HER
ROOF TRUSS OVERHANG WITH(1)318'DIA.x 4"LAG SCREW OR(2)114" Z G a� o
DIA x 4"LAG SCREWS. 0 W k
6. ALL FASTENERS ARE REQUIRED TO BE CORROSION RESISTANT,
MINIMUM SAE GRADE 2 STRENGTH OR BETTER.
rmer„� i 7. ROOF PANS ALONG END BEAM SUPPORT SHALL BE FASTENED AT 12'
xos( O.C.
wAu
I
ExrwoFu oRexFAxiaaw
uxTu.aorr I �
TMCItK59 RErENEP�,AnNl O
el:.sr elflAT EACN nm j INSTALLING EXTRUDED HEADER TO WALL OF HOST STRUCTURE -
w
1, INSTALL CAULKING SEALANT,OR PUTTY TAPE,OR SEALING TAPE a-y
TO BACK SIDE OF HEADER. a
2. FOR MASONRY USE MINIMUM 316"CIA x2112"MASONRY ANCHOR ❑
{ OR EQUAL 6"FROM EACH END AND AT 16"O.C.MAX SPACING. z z
(aIm3.Lraw 3. FOR WOOD USE MINIMUM 114"DIA x 2 12"LAG SCREWS W FROM g 0>
°F^pA i EACH END AND AT 16'O.C.MAX SPACING. Z g 6
coxcnFTF
< 2
ANOICRAT 1r00 Q Z'- —
AT t6'OG :
WIOw'A1L 9rU09 i K
a
RISER PANEL TO NeGOSTCOMVECTION DETAIL
xis
DRAWN BY"
SM
DATE DRAWN -
_04/20/16
REVISION _
• SHEET N0:
u
1