Loading...
HomeMy WebLinkAbout2017 - Storm Panels - Residential - FL #119682/24/2020 Florida Building Code Online 1! �� Business • Professional 1 t r BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats & Facts Publications I Contact Us I BCIS Site Map I Links I Search drbo Product Approval n. USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail • • FL # FL11968-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels 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 the Walter A. Tillit, Jr. Evaluation Report Florida License PE -44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. Validation Checklist - Hardcopy Received Certificate of Independence FL11968 R4 COI EASTERN METAL SUPPLY, INC. DRAWING 17-098 CERTIFICATION OF INDEPENDENCE. PDF FL11968 R4 COI EASTERN METAL SUPPLY, INC. DRAWING 17- 095 CERTICATION OF INDEPENDENCE. PDF FL11968 R4 COI EASTERN METAL SUPPLY, INC. DRAWING 17-096 CERTIFICATION OF INDEPENDENCE. PDF FL11968 R4 COI EASTERN METAL SUPPLY2cINC. DRAWING 17- 094 CERTIFICATION OF INDEPENDENCE.pdf Referenced Standard and Year (of Standard) Standard ASTM E330 SSTD12-99 Equivalence of Product Standards Certified By Year 2002 1999 Florida Licensed Professional Engineer or Architect FL11968 R4 Equiv EASTERN METAL SUPPLY, INC. DRAWING 17- https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODf7EcLXlecJx4yFEE18fMCsutultDWU4Tg%3d%3d 1/3 10?PZ'YXI1101 Florida Building Code Online 095 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF FL11968 R4 Equiv EASTERN METAL SUPPLY, INC. DRAWING 17- 098 LETTER OF EQUIVALENCE SSTD 12-99 AND ASTM E-1996.PDF FL11968 R4 Equiv EASTERN METAL SUPPLY, INC DRAWING 17- 096 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF FL11968 R4 Equiv EASTERN METAL SUPPLY2c INC. DRAWING 17-094 LETTER EQUIVALENT BETWEEN SSTD 12-99 AND ASTM E-1996.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/20/2017 Date Validated 10/28/2017 Date Pending FBC Approval 10/29/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 11968.1 0.040" Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to (2.25" Deep)- Non-HVHZ - Drawing provide hurricane protection. Number 17-094 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile. Max. span is 12'-0" for +25, -25 p.s.f. and 4'-0" for +125, -130 p.s.f. for sections 1, 3, 4, 6, 7, 8, 8A, 9 and 11. See sheet 10 of installation drawing for other spans and pressures. Valid only for wind zones 1,2 & 3 as defined by ASTM E-1996. Installation Instructions FL11968 R4 II EASTERN METAL SUPPLY2c INC. DRAWING 17-094 0.040 BERTHA ALUMINUM STORM PANEL.pdf Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports FL11968 R4 AE EASTERN METAL SUPPLY2c INC. DRAWING 17-094 PRODUCT EVALUATION REPORT.pdf Created by Independent Third Party: Yes 11968.2 0.050" Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to (2.25" Deep)- Non-HVHZ - Drawing provide hurricane protection. Number 17-096 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile. Max. span is 12'-11" for +30, -30 p.s.f. and 8'-2" for +75, -80 p.s.f. for mountings without "h" header. See sheet 5 of installation drawing for other spans and pressures. Valid only for wind zones 1,2 & 3 as defined by ASTM E-1996. Installation Instructions FL11968 R4 II EASTERN METAL SUPPLY, INC. DRAWING 17- 096 0.050 BERTHA ALUMINUM STORN PANEL.PDF Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports FL11968 R4 AE EASTERN METAL SUPPLY, INC. DRAWING 17-096 PRODUCT OF EVALUATION REPORTPDF Created by Independent Third Party: Yes 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by Storm Panel (2.25" Deep)- Non- tracks to provide hurricane protection. HVHZ - Drawing Number 17-095 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile. Max. span is 9'-8" for +30, -40 p.s.f. and 7'-2" for +70, -80 p.s.f. for panels mounted without "H" header. See sheet 4 of installation drawing for other spans and pressures.Valid only for wind zones 1,2 & 3 as defined by ASTM E-1996. Installation Instructions FL11968 R4 II EASTERN METAL SUPPLY, INC. DRAWING 17- 095 24 GAGE GALVANIZE BERTHA STEEL STORM PANEL.PDF Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports FL11968 R4 AE EASTERN METAL SUPPLY, INC. DRAWING 17- 095 PRODUCT EVALUATION REPORTPDF Created by Independent Third Party: Yes 11968.4 Clear Bertha Storm Panels (2 1/4") - corrugated polycarbonate storm panels retained or not by Drawing Number 17-098 1 tracks to provide hurricane protection. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile. Max/ span is 10'-0" for +28, -28 p.s.f. A.S.D. and 4'-0" for +105, -110 p.s.f. A.S.D desgin load. See Installation Instructions FL11968 R4 II EASTERN METAL SUPPLY, INC. DRAWING 17- 098 CLEAR BERTHA STORM PANEL 2.25.PDF Verified By: American Test Lab of South Florida, Inc. Created by Independent Third Party: Yes Evaluation Reports FL11968 R4 AE EASTERN METAL SUPPLY, INC. DRAWING 17- https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODf7EcLXl ecJx4yFEE18fMCsutu ltDW U4Tg%3d%3d 2/3 `01MI z11yz111 Florida Building Code Online sheet 3 of installation drawings for other spans and pressures. 098 PRODUCT OF EVALUATION REPORT.PDF Valid only for wind zones 1,2 & 3 as defined by ASTM E-1996. Created by Independent Third Party: Yes Back Next 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: M U ® aches Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODf7EcLXl ecJx4yFEE[8fMCsutultDWU4Tg%3d%3d 3/3 ♦a #saaak', \\A\ti"�irem },sqp IhD4x •$ •17i 2 2 cw}t fi - A�1 a ,aa w O +.��1 H N 2tE -0 lh nQx Ni �Ikk a 43nQMF Ib b P qt P r P O q Na$�`_O rA.l o X06 N gM1 Iry 'Nn fi a In CSC C M1C k �k n-�yy�111 hh y Y � ^I Om �b _r b\n\ n om z 'n 0� xanwn ` 4 ":� � ^� - �q4 �b� �� a ��-. g�,m, mai �� �� ��bp " �w � � �a¢m ml""�•*�i� �a" �$� ' ��y�b �"� D��pz}3-k� � � �o `^ � xa !? � as rot � 1}Ipp�,ryy- At ycD �� "• mnx, ��-+ CCpggS5 •ery � 06 `�M1� O�w �g� �� G br �- � �j c X" H U ~tea �(] 2 y"� x b W r.l wp b S roar wb 3 n #a w n q n "t 'm Ai x� s 6� ybro Z' I: x$�•1 S�y�,�11I[Qhy Iw1 m . rry ,t 1 n n HAI AI �"ItA. XF -. w rtl D Y 3 ro0 21pi1 ropq N O~ yi 6 ��wn nb C� �1 I � b-V�pAA �•, � �q a„ 1 ".`� �,17 O�h �i ynl� 6 A,6 ^rlwx wnS k D�-c A t S w y nR �i an it. A �� b 1 w *1 n ^+ a .arc �yh y'1 n Owmm to •±*1• 122 GY n rop v ooIn A C w bizr \wN n6 x r2 T2? b IA Zx C� r m L O �. q�ob O-Ip fib C w0 �fi cbrn" O� o T 2 " Z cg�i2 22 ogq 01fii1 o b a� �n MC �� S � 6 •F�y O• fi�w� Nb � bury " A N C cAil �� CG x 4 xs zcni r'rrrrasurni� � w • Q r C+.sa 1l mD`v ba fi`• AA' �gH �o§z Hyo `y. .'�41� pp2 �!n '�+2•1�� b "pbO �,L os 0^I �Y Y �w �'c5� �^ti i�m �; ��...•• r�•'i}4n by fi��2� iP A N� SyM1 Op i� �Imi x i� ^� O m C '• " ti IPS w'�'"iirrrMrNrr �o� �Aro� Y°i m^ `iz� bag r �mP3 " N Yro aO 6 21n o0�\" A`1 C C Zw g����R� � b� NOIa � ❑2 n�i " r�ry�b �r+xj C �n �� � In� b�� nnl"i br^� x Idao'^ i�t ��`x a b o n �^i r w � b� m -b b � � lz In , Y I" � rIn O O Qm nnw romw F fifi���s u� O $ m m ZA )[y¢ a �r X�rr} hW� �'_ �2 C'U fry q� fi �x ^!ei � -•1 M� "�2 �w� 4 W"' a n p m '1 Qv ppm.. 9 � 1 IYI. ..iEll ER ti 6 L�.J73' / s ml, • I F.AJB• I -I I—.e7s• I --I CO] `+J ' b.. ate• b b le N F VO b U Z �1 Poll Y I. BO - 2750' Rul Qg g Q tea - y a �a- a+.. - can• � a k 'Y d� H e y 6 ' O A� B i�vx v CO] `+J ' b.. ate• b b le N F VO b U Z �1 Poll Y I. BO - 2750' Rul Qg g Q tea - y a �a- 9 k d� CO] `+J ' b.. ate• b b le N F VO b U Z �1 Poll Y I. BO - 2750' Rul Qg g Q tea - y a �a- k H e y CO] `+J ' b.. ate• b b le N F VO b U Z �1 Poll Y I. BO - 2750' Rul Qg g Q tea - y a �a- ) \ � '} � #k * �............ .'.. / kZ J� # ■ � z! pla k A. 2 2 R k R \ � \ \ 2 � r \ a % � 2 � 2 � #k �............ .'.. / kZ J� # ■ �\� z! pla k A. r N A/ae. PANEL LEMGTN (SEE SCNEDtIAFJ Z nI-,22- - - f`nPV1Jl, - oti�j n 1 2 M n�1 h IN w PANEL LENCIN (SEE SCNEDULE) n Ekx n „ 6 �g 8 a i- pa E Q— — 4' wy n _ � ip n � r ti �� IN o�� ��� soo g a i d caca � a n I n AQ MDr: A PAW -4 AFNG7N (SEE SCNEOIR.E)- Ln �v iti� r O x7 O a y t• � a y n F.4 � r.oao• M n�1 h IN w PANEL LENCIN (SEE SCNEDULE) n ex. zr „ 6 �g C i- pa E Q— — 4' c HE � g � n ti �� IN o�� ��� soo g M n�1 h IN w PANEL LENCIN (SEE SCNEDULE) n Rog x C fig \ \ pa E Q— — 4' O HE ti m ti I o�� ��� soo g b. I n AQ MDr: A PAW -4 AFNG7N (SEE SCNEOIR.E)- iti� a y y n soD• -I - r.oao• O V n M n�1 h IN w F Afor. - Af- PANEL 4ENG7N (SEE SCHEDULE) - r a D. SS i p� v! I.LXAO r - l+ a� 1111 F: r .250' — - A-, PANFA AENGH/ m sCHEUL ) -- PANEL LENCIN (SEE SCNEDULE) n x C fig \ \ pa E Q— — 4' O 0 ti ti 14 •tea o�� ��� soo F Afor. - Af- PANEL 4ENG7N (SEE SCHEDULE) - r a D. SS i p� v! I.LXAO r - l+ a� 1111 F: r .250' — - A-, PANFA AENGH/ m sCHEUL ) -- z r � 0 4 q n� ox . Q O � � p$ o qns y ym i�iR : �e^ r � 0 4 I I qns $ - m o € A tea. a s V z Q y 4m 2 �S iia. y ym i�iR : �e^ r � 0 4 I I $ - m o € A tea. a s V Q y iia. om PNTI fi gg 4 O H z n o 4 �f IV J, � I oD r I I A ............Aa ,����,, 2 �+�.crnM►NA V � I oD r G V A Q y PNTI Rh m 230• e b Afnr. - Mor. pANE1 1E!lGIH (SEE SCNED4E) J p h� r1rn�� _ \ r v e a V O U Afar. r" N p r n� pp Mf . PAAU LENCM (SEE SCHEME) - - >yF{• 8 I Nom : ito' O p \ A / O G V I Q' I� Q O 1*1 � O � C 3i O M=� V v � On papa ti .0 A fl nl p G? O O r 2c0t,� i� Loz PA7/FG LFhCIH {SF£ SGkFD11LF) - o cn Q IN�Icrri y o HIL � gelO a u a o a o 0 v 0 tin 0 o 0 o a � z I l I I •��'1i+ N rn b I V I I V I nv I i] � I i1 I f 1 N iT b N V (U Q' I� Q O 1*1 � O � C 3i O M=� V v � On papa ti .0 A fl nl p G? O O r 2c0t,� i� Loz PA7/FG LFhCIH {SF£ SGkFD11LF) - IN�Icrri y n HIL � gelO a y� tiI �g y •-` /WI fv M 8 I � Q O 1*1 � O � C 3i O M=� V On papa ti .0 A fl nl O O n �x a 4 8 I � og V On papa O O 8 b n h r a Z I 1 b I• w ¢ w U 1 1 1 g tl I I I h w w I• � I I I 1 1 ( I 1 b 1 N N 1 oq N • 1 N • 1 ? O 1 1 I I I' '� Ir m � I h` � 1 � fs ( I• I• I• I of I• 6 o I a• o• Ir � I• � I I 1 r I N v y ro 4 w ti n jr G I � T' T 6 w H z N b H N1 NN m N ++t N �u ti N b N N N N N N N b Ar N � gg ci w•... I 1 I• I• w la w w I• wa w 1 N• w I• A 1• 1• I la Cl Ir q m I• w q � w I• - W I I i 1 I IT" 1 I I 1 1 N N 1 q 1 1 I I w w Q t I I 1 W N 1 N 1 1 1 1 RT I 1 b b 1 H N N b N Iii ............ ho 1� N N N N H H N IV H N N b N N N N N N b Ar N H Q a I 1 I I ( N ly 'N b iy 1'V N p` lir N I I 1 1 I iy W iq N N N N N N Ai ar w Ai 4 m I -m 4IT A3 qii O Ai O O b O A� O q b £7 L 0 ^�w�{ � 0 mN O y Q _ � mr u i• w w mG q •�•A tmr 4 � ap N � v o � � �' 1! 3:O Y r a Z } I 1 b I• w ¢ w U 1 1 1 g tl I I I w w I• � I I I 1 1 ( I 1 b 1 N N 1 oq N • 1 N • } I 1 I I• w w w w w g I I I w w I• � 1 1 ( I 1 b 1 N N 1 N N • 1 N • 1 ? O H I 1 I 1 1 G I N G 1 G i11 jr G I � T' T 6 w _ m • - - _� m w _ w �O w w ry 1- n p 1 � -i"" o f 1 a O � b b 1 vG• � H 1 �o b y4•�r.�ip� N � b N 1 0 b W � 1 yfl �r �p x z. N R I W V m O H N N q• A -j N y ty N N { an• I `+ Q q 7 1 1 I 1 b •H. m b b h b G I 1 1 1 ! N H N R H Af H 1p N H b a I' I I I R I W W 1 R W 1 4 I I 1 1 I 1 M I N b I y q I •a 1 �+ 6 a _ 1 � v'Y I I I I I I 1 1 I I N •:• I N 1 I I i I 1 I I 1 1 1 M I:, I 3 O • s W A 6 >> my y b 13 8� Nmyii� ani Z oA W� a 9� 0 • p Z4` }j � Yp •4 � � �� � � A I I I I ` •.i N N � \ •3 \ •d• ` �j• ` 13 \ N' a` I ...I 1 I 1 1 b •u N b` N` N N b b N a 1PG � pp '��\�4�$ F N 2 m f7j I I I 1 I A 1 a s 1 a s I• �• 1 1 1 1 1 � I V �( 1 V V 1 � I 3 b $ s 5.v 14 W y O T b. � o N A C �� ���% Y•50 p 1 � + do f 1 a O � b b 1 9Y� d • H 1 �o w N � b N 1 0 b W � 1 yfl �r �p InS'�'IaU rq^.yb� °nv�y^+omov��zr�q r k O 1t• p OQf M n 701 n ED. - 10 D. -1a Nom PANEL LENDIN (SEE SCHEDULE, swEf 9) N� C Qu � a a a —1 ulr a �+ " N III T► I r Ln —`-- A ..� � -1500' _s �lt�o 't"'"°'. PM[Et LENcrH (SCE scc�rmwr. sHEEr s) -- a '•6 yN X01 w bio v H �� ro A � D D � v � 701 n ED. - 10 D. -1a Nom PANEL LENDIN (SEE SCHEDULE, swEf 9) N� C Qu � a a a —1 ulr a �+ " N III T► I r Ln —`-- A ..� � -1500' _s �lt�o 't"'"°'. PM[Et LENcrH (SCE scc�rmwr. sHEEr s) -- a �fi n fp !s r a rn c vpf n ❑ ^t e m tiF SZ n m ,M- PAWL LEHGIH (SEC SCHEDVLF- SHEET 9) H r -- 3 �F\FO iF 00`1'` iCk'��1 A �Ar ,M- PAWL LEHGIH (SEC SCHEDVLF- SHEET 9) H r -- n � A _ ` I A A yai� CIO r � L a fi z � fry Q _ a ,M- PAWL LEHGIH (SEC SCHEDVLF- SHEET 9) H - "a -a AM- Fu✓EL LENGTH (SEE SCHEDULE, SHEET 9) r -- n � A w y � A CIO L a fi - "a -a AM- Fu✓EL LENGTH (SEE SCHEDULE, SHEET 9) r -- n � A w y � A - "a -a AM- Fu✓EL LENGTH (SEE SCHEDULE, SHEET 9) r X 1 t1 -7 a w O PA y oAa;��l b ggini y I 1 1 N b c�yFFR..*.. RUN Iw U{ �L �Qb \ �A i Y� eNn y O2 L l 4 �I o r X 1 t1 -7 a w O oAa;��l • •� • YA0 '�. to c�yFFR..*.. r X 1 t1 -7 a e �> �o - ® a }y�b 9N YI S R l t I,-, � h it lw. b • D ay C 3n N M1. G 4� U e �> �o - ® a l t I,-, llt it Is V V` N�` v N N 4 .IRQ#lRQ#lRQ# St b ; R I Itz I b a > a R - ff-s a a • , b aQ lidt,IE:i�:'i� c 1 •�+r N j IM# iL m0 N n � 77 kyr N♦ O� VTn o� �. a o b dT a p ti o • Q P A , 1 •�+r N j IM# iL m0 N I v x n Mor. PAN£1 L£A'O7H (SEE AY17E5 8£10W) y a � 3 Mor. PAMi IfTR W (SES Nora BELOw) -1I 77. N � �Cl Mw� •- At... PANFf. LENGTH (SEE NO7L$ BELOWJ N j IM# r m0 N n � kyr N♦ O� VTn �. a o b dT Oc• Q • Q P Mor. PANEL LENGTH (SEE NOTES BELOW) _ y a � 3 Mor. PAMi IfTR W (SES Nora BELOw) -1I 77. N � �Cl Mw� •- At... PANFf. LENGTH (SEE NO7L$ BELOWJ r m0 N n � kyr N♦ O� b dT .d'ow.. PANEL LENGAI (SEE NOlES BELOW) y a � 3 Mor. PAMi IfTR W (SES Nora BELOw) -1I 77. N � �Cl Mw� •- At... PANFf. LENGTH (SEE NO7L$ BELOWJ r* ti T"I n Q T n �_ o y j n a z � r 1 rrye� A 8 Max. PANEL LENGTH (SEE NOTES BELOW) - -- x .,r 1 �117 Max. PANEL LENGTH (SEE NOT£5 BLOW) ? W�wxw o�� •. i --T-- O N a v - Max PANEL LENGTH (SEE NOTES BLOW), g` p r' z A Z r'1 � x a � • Cl: O � Cti � 7� y � o� z © r* ti T"I n Q T n �_ o y j n a z � r 1 rrye� A 8 Max. PANEL LENGTH (SEE NOTES BELOW) - -- x .,r 1 �117 Max. PANEL LENGTH (SEE NOT£5 BLOW) ? n'I r— W�wxw o�� •. i --T-- O N a v - Max PANEL LENGTH (SEE NOTES BLOW), g` p r' z Z r'1 � � � • Cl: O � Cti � 7� o © n'I r— W�wxw o�� •. i c��'n�i - Max PANEL LENGTH (SEE NOTES BLOW), g` p r' � r'1 � � � • Cl: O � Cti � 7� o © .y n'I r— A ro i Fq Max. PANEL LEAMM (SEE NYT/ES W�wxw o�� •. i c��'n�i - Max PANEL LENGTH (SEE NOTES BLOW), g` p r' � r'1 nes Q 7� o � r ZI � tiN ry A ro i Fq Max. PANEL LEAMM (SEE NYT/ES W�wxw o�� •. c��'n�i - Max PANEL LENGTH (SEE NOTES BLOW), g` p r' a o � A ro i Fq Max. PANEL LEAMM (SEE NYT/ES IS - Alac PANEL L£NOIN (SEE N01£S BELOW) -- a O V No+. PANEL LEMM (SEE NOTES BELOW) A V C7 \A s o� aitsr, PAWL LENGTH (SEE NOTES BELOW) x x I A d V V • F ,� b 00 ON A g y ~ —l.or. PANEL LENGTH $d'i (SEE NOTES BELOW)— p m m $1 i\ N .5 n� - -Yaa. PANEL L£NG7N (SEE NOTES BELOW) zz R � � I O pp - E mtin� Zip b w pb;b C z° R V V • F ,� A y ~ —l.or. PANEL LENGTH $d'i (SEE NOTES BELOW)— � I O pp - E mtin� it ro 111 C y C \ - - (2)s A11 a n T � . - - +uur, PANfI LENGTH (SEE NOTES BELOW) -As • F ,�