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O} r C Ln O r v 1.11 C 131 A rt SL CLn T N rD E Eu m -0 T Cl W� Z < W N o Z C z rs n A z G �O D < t- C CQ N p— N Nr* n Oper~ Cn CD O (A rat to Al ,C M r (D in fn fl- 3 rt N (n m In to 0- CL rt CDIDN Fn >n ro. Or-r- J� O to �_ O r N w �_ "C7 F. rr Lrl T 0 STn > Q Q _ trz L Q T v O O 0 O N = � 3 ul 00 W N N C7 1R To in CL --h I Q (D @ Q) l Q a �� n) Q3 �@ o 0 Q riO O L 0 Ir p 7C ° 0 � p zr ru 0 CD 1CD 0 M U C 3 Q' 0— M CD ' n 3 Darn 3 0 S a 3 > > a a O N N �om � g! 0 M 3 = C U � m m a n ro !D M 0 to 3xro�a CL g . (D @ 7 rr p( C 0- � C < @ m A C ° n _ R 0 O 0m r, a� rr aAd_'4E ID (D 6 (n O C Llp 6b iti - ri a a <o -< CL 3 n CL [° [n n 3 n [n m o m o c w c c � M 0 o ^o o {0 C ° j Vi 0 roa m �`o n�=�j rs w n MLn rocnnn A o ° Ln m a N p 0 U) Q � m o M � K 0 3o m n7 m L d N (D v m rT�ti� a C. -n n ai m 0 �3of ro m o r�r � [ID m Q (n n m 3 rn n ° m C 0 �30a >M ;3covHaa� -n rt (D r+ M 3 'G 3 O -h ,(DD m r+ M 3 TAL'a-O f0 FA r+ 0 al O N rat OO H 3 'Q 'O O O rt 0 [D O a r F< < nj (4 iD n = CD a g-C O (D „� Li 0 M rat= � CL CL M _ 3 ro (n• -- — (n O 7 (D N � -h 0 O O (D 0 O C rt "1 a) z O O r E� (cn M t'D O 0 VA M.(D m rt M M `� M 7 H H (D v (D M CD -rr 0 =_ =prt O ya = D Ln. Ln r� 7 I M_ (D y rt rat 3 7 a n _ p ❑173 (D=O g p IDDMO qp =O ��.01 — D N 5� m`� n N n n v3i n (D O lQ n m 3 zi o m n n n C rD rt C � � � CAX n ,n (D c �_ O [n Tt' Q 0 'rt n rT Q 3 0 0 0 rr O �n (D � M_ U1 (D N U1 (A (R O 0) ul iD O N n Ln 7 rt Q 0 n [n n rt ' O m 3 (Un Qj � OD O z rr o I C ro O N tL Cr 7 Q (D 7 CL ((1 e- rt Q ❑1 `C (D En -n C Q C r I (D µ (D N Q O tT M V zi a T- 71 LDCL o "D (D m CD 7 nd C rt (.i. V (D V � 7 rn �O a CD P W -0 N .0 rn to Q to o (D V) 0 O ro O L rD n m 77Q T � d (D -0 ID O to (D3 M w n r °1 (D n W r•r n fD Q O U9 1-1 N O N N Op n-nMnC-n E`0 N I m airn(Drzt01 V t0 (€ C} GI ID N CDfli �O O in_ rjr_+Qf3.N Q(O O ,rt (D j (D m 0 � C (a 'i o- p (D r ! (a L Q Q ai n IUD rt V rh Q q O o (D � a rT N �, N y M (D- o� a .° °A x a -0 rn 3 O (p X � X a (D �4-1� to 3 N 7 (D rr N to M LnLn c. N N Ln rt n (D rr O W N co Q 03 -n 0 iv C 0 0 a CD O N (Sr 01 2160 SW Poma Drive Palm City, FL 34990 (.772)872-8034. Compliant with Florida Building Code 2017 (61h ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant: Keystone Certifications Product: 1" Nailstrip 26GA Steel Roof Panel FBC Sec. 1507.4.2 Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood Deck w/ 0.42 specific gravity with 16" Coverage (Max.) Rib Height 1" Corrosion Resistant Compliant: FBC Sec.1507.4.3 Fastener 1: #10 x 1" (min.) Pancake Head Wood Screw to penetrate 3/16" (min,) thru bottom of support. Adhesive/Sealant : Bostik 915TIA Chem -Chalk one component, polyurethane adhesive with 3/16" continuous bead application along base of male rib vertical flange at each panel seam. Underlayment: To be compliant with FBC Sec 1507.1.1 Slope: Shall be in compliance with FBC Sec.1507. Install Details: Table A_ Allowable Loads METHOD 1 METHOD 2 DESIGN PRESSURE* -86 PSF Main field -97.25 PSF Perimeter FASTENER SPACING 6" O.C. 6" O.C. SEAM ADHESIVE Not required 3/16" continuous bead (see details) Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527 j UL 580-06 & UL 1897-04 TEST REPORT D8133.01-450-18 06/30/15 Specimen #1 & #2 EQUIVALENCY: UL1897-04 is equivalent to Test Standard UL1897-I2. *Design Pressure mar in of safe 2: Y Certificate of independence: Locke Bowden, P.E. does not have, not will acquire a financial io"l6rregy� company manufacturing or distributing products under this evaluation, `�. Locke Bowden, P.E. is not owned, operated, or cantroti� �r inp �an�j�qcturer, or distributing products under this report. /�.�� . 9`-1 •. � ."d• xvx? ' seal 0 STATE OF ;• G :: a �r'•: �G+Ft►Dt'.•`fi `"Oil ��'�ONAL Limitations: 1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6t' ed. 2. Minimum slope to be compliant with Florida Building Code 2017 6'1 ed., and per with Manufacturer's installation reference. 3. Products are compliant for State of Florida product approval per Rule 61 G20-3_ Compliance Method: 1-© 4. Engineering analysis for "project specific approval by local authorities wfjurisdiction is allowed by other registered engineers. 5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report. 6. Support framing in compliance w/FBC 2017 61' ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. FL 17022.5 1.0 Nail Strip (26GA Steel), 16" Wide Roof Panel - Details 1 6rr Panel Profile 16" o_c. Deck: -15/32" or greater Plywood, or - Wood plank Integral Snap Lock For METHOD 2: Apply 3116" Bead Bostik 915T " Sealant Continuous Along Male Rib Vertical Flange �WK ,A Fastener #10 x 1" Min. per Table "A" Pancake Head Wood Screw (Typical Fastening Pattern Across Width) `W FL 17022.5 1.0 Nail Strip (26GA Steel),16" Wide Roof Panel - Details I]eck: - 15132" or greater Plywood, or - Wood plank Factanar Isometric View For Method 2 Apply W16" Bead Bostik 915Tm Sealant Continuous Along Male Rib Vertical Flange (Refer to Table "A")