Metl-Span CF-42 Santa Fe Wall Panels 24 Ga. Exterior / 26 ga. Interior Facings Allowable Connection Load 1,7,8,9,10 (psf) Two or More Equal Spans

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1 Metl-Span CF-42 Santa Fe Wall Panels 24 Ga. Exterior / 26 ga. Interior Facings Allowable Connection Load 1,7,8,9,10 (psf) Two or More Equal Spans Panel Type 2 Design Criteria 3,4,5,6 Support Span 5 ft 6 ft 7 ft 8 ft 9 ft 10 ft 11 ft 12 ft Connection FP " Thick Connection FP Connection FP Connection FP ½" Thick Connection FP Connection FP Connection FP " Thick Connection FP Connection FP Connection FP Connection FP Connection FP Connection FP " Thick Connection FP Connection FP Connection FP Connection FP Notes: 1. The Load Span Table above is based on Allowable Stress Design (ASD). For loads calculated based on ASCE 7-10 (LRFD), please refer to section of ASCE 7-10 for the applicable load combinations using Allowable Stress Design. 2. Based on CF-42 panel with 24 ga. Santa Fe exterior and 26 ga. Light Mesa interior face (min F y = 33 ksi). 3. Fastener pattern FP1 is based on CF panel clips fastened to min. 14 ga. steel. Fastener options will be (2) ¼"-14 SDS Type 3, (2) ¼"-14 Self-Tapping, (2) ¼"-14 Type 5 SDS, (2) ¼"-20 Type 5 SDS, or (2) ¼"-28 Type 5 SDS. Fastener selection will be based on fastener pullout capacity from support steel members. 4. The fastener patterns FP2, FP3, FP4, and FP5 include FP1 plus 1, 2, 3, and 4 blind rivets, respectively, at supports per panel width. Blind Rivet spacing is 10.5" o.c. from female edge of panel seam. 5. The through fasteners (FP9) are as follows: Panels fastened to min. 14 ga. steel supports with (4) ¼"-14 SDS Type 3, (4) ¼" 14 Self-Tapping, (4) ¼"-14 Type 5 SDS, (4) ¼"-20 Type 5 SDS, or (4) ¼"-28 Type 5 SDS with nominal 5/8" diameter neoprene bonded washers spaced at 8.4" o.c. Fastener shall be of sufficient length to penetrate through the support a minimum of ¾". Fastener selection will be based on fastener pullout capacity from support steel members. 6. The through fasteners (FP10) are as follows: Panels fastened to min. 14 ga. steel supports with (5) ¼"-14 SDS Type 3, (5) ¼"-14 Self-Tapping, (5) ¼"-14 Type 5 SDS, (5) ¼"-20 Type 5 SDS, or (5) ¼"-28 Type 5 SDS with nominal 5/8" diameter neoprene bonded washers spaced at 8.4" o.c. Fastener shall be of sufficient length to penetrate through the support a minimum of ¾". Fastener selection will be based on fastener pullout capacity from support steel members. 7. Allowable positive or suction load is the lowest value of panel bending strength, shear strength, deflection limit and connection strength for each fastener pattern. 8. Allowable loads based on panel stress and deflection design criteria are derived from ASTM E72 structural testing and calculated with factor of safety of 2.5 for bending stress, 3.0 for shear stresses and deflection limitation of L/ The panel connection strength was determined from ASTM E1592 testing and the allowable loads are calculated with factor of safety of The structural capacity of the purlins are not considered and must be examined independently. May May 14, 2015

2 36" wide FP1 FP2 FP3 Metl-Span Santa Fe Wall Panels 24 Ga. Exterior / 26 ga. Interior Facings Allowable Connection Load 1,6,7,8 (psf) for Two or More Equal Spans Panel Type 2 Fastener 3,4,5 Thickness Support Span 4 ft 5 ft 6 ft 7 ft 8 ft 9 ft 10 ft 11 ft 12 ft 2" " " " " " " " " " " " Notes: 1. The Load Span Table above is based on Allowable Stress Design (ASD). For loads calculated based on ASCE 7-10 (LRFD), 1. Based on CF-42 panel with 26 ga. Santa Fe' exterior & 26 ga. Light Mesa interior faces (min Fy = 33 ksi). please refer to section of ASCE 7-10 for the applicable load combinations using Allowable Stress Design Fastener Based on pattern CF-panel FP1 with is based 24 ga. on Santa CF panel Fe exterior clips fastened and 26 to ga. min. Santa 14 Fe ga. interior steel with face (2) (min 1/4"-14 F SDS Tek 3 at all supports. y = 33 ksi). 3. For Fastener 12 ga. pattern or thicker FP1 steel, is based #12-24 on CF SDS panel Tek clips 5 may fastened be used. to min. In lieu 14 of ga. self-drilling steel. Fastener screws, options self-tapping will be (2) screws ¼"-14 may SDS be Type used. 3, (2) 3. Pattern ¼"-14 FP2 Self-Tapping, is based on (2) FP1 ¼"-14 along Type with 5 (1) SDS, Fablok (2) ¼"-20 fastener Type at 12" 5 SDS, o.c. or from (2) panel ¼"-28 sidelap. Type 5 SDS. Fastener selection will be based on fastener pullout capacity from support steel members Pattern Pattern FP3 FP2 is is based based on on FP1 FP1 along along with with (2) (1) Fablok blind rivet fasteners at 12" at o.c. 12" from o.c. from female panel e panel sidelap. sidelap Allowable Pattern FP3 loads is based on on FP1 panel along stress, with connection (2) blind rivets strength at 12" and o.c. deflection from female design panel criteria sidelap. are derived from ASTM E72 6. and Allowable E1592 structural loads based testing. on panel stress, connection strength and deflection design criteria are derived from ASTM E72 and E1592 structural testing. 6. The allowable inward or outward loads is the smallest load calculated with a factor of safety of 2.5 for bending stress, 7. The allowable inward or outward loads is the smallest load calculated with a factor of safety of 2.5 for bending stress, 3.0 for 3.0 shear for shear stresses, stresses, 2.0 for 2.0 connection for connection and deflection and deflection limitation limitation of L/180. of L/ The The structural capacity of of the the supports are are not not considered and must be be examined independently. May 14, 2015

3 Santa Fe Wall Panels 7 24 Ga. Exterior / 26 ga. Interior Facings Allowable Positive Load 1,4,5,6 (psf) Two or More Equal Spans Panel Type 2 Design Criteria 3 Support Span 5 ft 6 ft 7 ft 8 ft 9 ft 10 ft 11 ft 12 ft 2" Thick 2½" Thick 3" Thick 4" Thick Notes: Notes 1. The Load Span Table above is based on Allowable Stress Design (ASD). For loads calculated 1. Based based on on CF-42 ASCE panel 7-10 with (LRFD), 26 ga. please Santa refer Fe' exterior to section & ga. of Light ASCE Mesa 7-10 interior for the faces applicable (min Fy load = 33 k 2. Refer combinations to the allowable using Allowable connection Stress load chart, Design. for suction loads, which controls support spacing require Allowable Based on positive CF-panel or with suction 24 ga. load Santa is the Fe lowest exterior value and of 26 panel ga. Light bending Mesa strength, interior th shear face strength, (min Fth y =33 deflec connection ksi). strength for each fastener pattern. 3. Refer to the allowable connection load chart, for suction loads. 4. Allowable loads based on panel stress and deflection design criteria are derived from ASTM E72 struc 4. Allowable positive or suction load is the lowest value of panel bending strength, shear strength, calculated deflection with limit factor and connection of safety of strength 2.5 for bending for each stress, fastener 3.0 pattern. for shear stresses and deflection limitation The Allowable structural loads capacity based of on the panel purlins stress are and not deflection considered design and must criteria be examined are derived independently. from ASTM E72 6. Consult structural Metl-Span testing and for recommendtions calculated with factor on panel of safety profile of and 2.5 gage for bending suitable stress, for thermal 3.0 for stresses. shear stresses and deflection limitation of L/ The structural capacity of the purlins are not considered and must be examined independently. 7. Consult Metl-Span for recommendtions on panel profile and gage suitable for thermal stresses. May 14, 2015

4 FASTENING PATTERNS APPLICATION: 1 of 2 FASTENING DATE: MAY 15, 2015

5 FASTENING PATTERNS APPLICATION: 2 of 2 FASTENING DATE: MAY 15, 2015

6 FASTENING PATTERNS APPLICATION: FASTENING DATE: MAY 15, 2015