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DATE <br />DRAWN <br />SCALE <br />JOB No. <br />SHEET <br />JOB NAME <br />AKSHAY P. <br />04/28/25 <br />N.T.S. <br />3-10629 <br />ASPIRE BAKERY <br />DR <br />A <br />F <br />T <br />S <br />M <br />A <br />N <br />: <br />CO <br />N <br />T <br />A <br />C <br />T <br /> <br />N <br />U <br />M <br />B <br />E <br />R <br />: <br />CO <br />N <br />T <br />A <br />C <br />T <br /> <br />N <br />A <br />M <br />E <br />: <br />SH <br />O <br />P <br />S <br /> <br />C <br />H <br />E <br />C <br />K <br />E <br />D <br /> <br />B <br />Y <br />: <br />JO <br />B <br /> <br />N <br />A <br />M <br />E <br />: <br />CU <br />S <br />T <br />O <br />M <br />E <br />R <br /> <br />N <br />A <br />M <br />E <br />: <br />JO <br />B <br /> <br />L <br />O <br />C <br />A <br />T <br />I <br />O <br />N <br />: <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />M <br />A <br />N <br />A <br />G <br />E <br />R <br />: <br />BY <br />AS <br />P <br />I <br />R <br />E <br /> <br />B <br />A <br />K <br />E <br />R <br />Y <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />3 <br /> M <br />A <br />R <br />A <br />N <br />A <br />T <br />H <br />A <br /> <br />S <br />H <br />E <br />E <br />T <br /> <br />M <br />E <br />T <br />A <br />L <br />l <br /> <br />I <br />N <br />C <br />. <br />JO <br />H <br />N <br /> <br />M <br />E <br />L <br />E <br />N <br />D <br />E <br />S <br />(7 <br />1 <br />4 <br />) <br /> <br />2 <br />9 <br />3 <br />- <br />8 <br />4 <br />5 <br />8 <br />AK <br />S <br />H <br />A <br />Y <br /> <br />P <br />. <br />JE <br />N <br />N <br />I <br />F <br />E <br />R <br /> <br />M <br />O <br />R <br />A <br />L <br />E <br />S <br />M. <br /> <br />U <br />R <br />D <br />I <br />A <br />L <br />E <br />S <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />TH <br />E <br />S <br />E <br /> <br />S <br />H <br />O <br />P <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br />S <br /> <br />W <br />E <br />R <br />E <br /> <br />C <br />R <br />E <br />A <br />T <br />E <br />D <br /> <br />U <br />S <br />I <br />N <br />G <br />TH <br />E <br /> <br />F <br />O <br />L <br />L <br />O <br />W <br />I <br />N <br />G <br /> <br />I <br />N <br />F <br />O <br />R <br />M <br />A <br />T <br />I <br />O <br />N <br /> <br />S <br />U <br />P <br />P <br />L <br />I <br />E <br />D <br /> <br />B <br />Y <br />CU <br />S <br />T <br />O <br />M <br />E <br />R <br /> <br />A <br />S <br /> <br />T <br />H <br />E <br /> <br />B <br />A <br />S <br />I <br />S <br /> <br />O <br />F <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />: <br />DA <br />T <br />E <br />: <br />PL <br />A <br />N <br />S <br />De <br />l <br />a <br />n <br />d <br /> <br />F <br />L <br />. <br /> <br />, <br />M <br />o <br />d <br />e <br />s <br />t <br />o <br /> <br />C <br />A <br />. <br />, <br /> <br />C <br />o <br />l <br />u <br />m <br />b <br />u <br />s <br /> <br />O <br />H <br />. <br />ww <br />w <br />. <br />k <br />i <br />n <br />g <br />s <br />p <br />a <br />n <br />p <br />a <br />n <br />e <br />l <br />s <br />. <br />u <br />s <br />Fa <br />x <br />: <br /> <br />( <br />3 <br />8 <br />6 <br />) <br /> <br />7 <br />3 <br />4 <br />- <br />9 <br />8 <br />0 <br />5 <br />, <br /> <br />T <br />e <br />l <br />: <br /> <br />( <br />3 <br />8 <br />6 <br />) <br /> <br />6 <br />2 <br />6 <br />- <br />6 <br />7 <br />8 <br />9 <br />R <br />04 <br />/ <br />0 <br />2 <br />/ <br />2 <br />4 <br />IS <br />S <br />U <br />E <br />D <br /> <br />F <br />O <br />R <br /> <br />P <br />E <br />R <br />M <br />I <br />T <br /> <br />A <br />N <br />D <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br /> <br />- <br /> <br />A <br />R <br />C <br />H <br />/ <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />AP <br />FO <br />R <br /> <br />A <br />P <br />P <br />R <br />O <br />V <br />A <br />L <br /> <br />0 <br />5 <br />/ <br />0 <br />9 <br />/ <br />2 <br />5 <br />CORRECT ALIGNMENT MIS- ALIGNMENT <br />(AVOID THESE CONDITIONS) <br />EX <br />T <br />E <br />R <br />I <br />O <br />R <br />IN <br />T <br />E <br />R <br />I <br />O <br />R <br />BUILDING WIDTH <br /> OR LENGTH <br />SL <br />SL <br />Steel must be "ALIGNED" before installation begin. Recommended <br />wall tolerance is 14" in any 20' direction. Recommend roof <br />tolerance is 0" outward, 12" inward from plane. <br />¼” diameter self drilling, self tapping TEK type and B point self tapping type: <br />Carbon and 410 stainless 1,800 rpm <br />304 stainless 1,000 rpm <br />Note: Proper tools are required to produce consistent drilling and minimize potential fastener <br /> or application failures due to over or under driven fasteners. A torque control or depth <br /> sensing nose piece for the screw gun is recommended for proper installation. <br />SL SL <br />Suggested Fastener Driving Speeds <br />Steel <br />Thickness TEK Threads/inch <br />16 Ga. (.060) #2, 3 14 <br />14 Ga. (.075) #2, 3 14 <br />12 Ga. (.105) #3 14 <br />1/8" (.125) #3 14 <br />10 Ga. (.134) #3 14 <br />3/16" (.187) #3 14 <br />¼" (.250) #3, 5 14 (#3), 20 minimum (#5) <br />3/8" (.375) #5 20 minimum <br />½" (.500) #5 20 minimum <br />Recommended TEK type for 1/4" diameter (self-drilling, self tapping) <br />fasteners: <br /> Steel <br />Thickness Drill Size <br />16 Ga. (.060) #8 (.199) <br />14 Ga. (.075) #7 (.201) <br />12 Ga. (.105) #7 (.201) <br />1/8" (.125) #2 (.221) <br />10 Ga. (.134) #2 (.221) <br />3/16" (.187) #2 (.221) <br />¼" (.250) #2 (.221) <br />3/8" (.375) #2 (.221) <br />½" (.500) #1 (.228) <br />Chart based on data from fastener manufacturers laboratory test results. <br />Since actual job site conditions will vary, chart is a basic guideline. If in doubt, <br />field drilling and pull tests are recommended. <br />Pilot Hole Chart for 1/4" diameter B Point Fasteners (self tapping) <br />KIP 103 <br />Exposed fasteners shall have painted heads to match the color of the metal siding where they are <br />used. Fasteners to attach panels to the building shall be as detailed on the drawings. See <br />drawings for trim fastener types and spacing <br />FASTENER INFORMATION: <br />FASTENER CALCULATIONS AND SCHEDULE: <br />Panel analysis and fastening patterns are based on design pressures that were: <br />□ Provided by the customer <br />□ Developed by Kingspan Insulated Panels and must be verified by the Engineer of Record <br />Panel spans and suggested fastening layouts are based on full scale tests performed by an <br />independent testing facility in accordance with the vacuum chamber method of ASTM E72. The <br />Engineer or Designer of Record must verify that the support structure to which the panel clips and <br />fasteners are attached is capable of resisting the noted reactions based on the given design <br />criteria.