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21-1660
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2021
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21-1660
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Last modified
5/9/2022 12:05:41 PM
Creation date
5/9/2022 12:05:40 PM
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Building Department
Company Name
TRUSTEE CORPORATION OF THE
Building Department - Doc Type
Permit
Permit #
21-1660
Building Department - Name
TRUSTEE CORPORATION OF THE
Address
38300 5TH AVE
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ADJUSTABLE ALUMINUM ROOF STAND <br /> PROVIDE ONE OF THE FOLLOWING ATTACHMENT METHODS <br /> 1 Unit System INSTALLATION INSTRUCTIONS, <br /> USE 3/81 x 1-1/41 STAINLESS OR <br /> 38•<W>48• WIDEo CONFORM TO LEGS e• FROM END COATED BOLT, NUT R 1• WASHER <br /> AT 4 LOCATIONS THROUGH UNITS <br /> 2014 FBC 1509.7 AND AT 24• MAX. APART BOTTOM PAN AND TOP RAIL OF <br /> UNIT STAND. <br /> 1-1/41 X 1-1/41 X 0.093• USE 4 'METAL SHOP' ANCHOR <br /> CLIPS @771 AT 4 CORNERS OF UNIT <br /> AND TOP RAIL OF UNIT STAND. <br /> JIMWRAP UNIT AND TOP RAIL WITH 22 D- <br /> GA. HURRICANE COIL STRAP, 6- 0 <br /> 8 <br /> 24• GALVANIZED AT 2 LOCATIONS AND <br /> MIN. BOLT STRAP TO TOP RAIL OF <br /> LEG STAND USING 1/4• GALVANIZED OR 0 uj <br /> uj <br /> HT. STAINLESS STEEL BOLTS, NUTS, & t GM <br /> �I <br /> WASHERS-- a� <br /> 5/16• X 1-13/16 1/41 x 3/41 ST/ST TABLE 1508.8.5 <br /> ST/ST NUT & BOLT THUMBSCREW CLEARANCE BELOW RAISED ROOF <br /> MOUNTED MECHANICAL UNITS <br /> 1•x1•x0.125• 1-1/21 x 1-1/2• WIDTH OF MINIMUM CLEARANCE <br /> 4•x4•x3/16• X 0.090• MECHANICAL UNIT ABOVE SURFACES <br /> < 24• 14• <br /> A/C STAND REACTIONS TABLE 24• < W < 38• IV <br /> ROOF ALLOWABLE MAXIMUM 38• < W < 48• 24• 5� <br /> MATERIAL HEIGHT AT ALLOWABLE BENDING <br /> WEIGHT UPLIFT COMP. MOMENT 48• < W < 00• 30• <br /> 180 MPH PER UNIT <br /> am48• <br /> CONK. W > 8 <br /> 120' 850 LBO 2049 3819 6086 262 FT-LB j 3 <br /> DECK/ � <br /> STEELJOIST RAIL SECTION CLAMP SECTION BASE PLATE O 'Q4, <br /> WOOD DECK 76' 850 188 204- 881- 806- 208 FT-LB ��OQ;.• �,•�` ���' <br /> DJW4. O =*: No <br /> No 7888 �* <br /> MAXONUM DESIGN WIND PRESSURE <br /> A/C STAND ATTACHED TO MAX WIND PRESSURE 8T <br /> 9' STATE •�? <br /> CONCRETE OR STEEL HOST STRUCTURE 828 P8F 0.Y2P 1 O O �O�ti <br /> r•�O o e a 2°u <br /> WO HOST STRUCTURE MAX WIND PRESSURE ��i�F�••.<,O R 1 Qp�?� J."°'m <br /> EICLUR <br /> 70.0 PSF a• �A�i8/ONAL , <br /> DESIGN WIND PRESSI/E CALCULATED PER <br /> CHAPTER 20 OF ASCE 7-2010 FOR 1110 MPS{,CATEGORY IL EIPOSLI E C RT—2 <br /> CONTACT THE METAL SHOP FOR 811E SPECIFIC E GINEE �A NG <br /> FOR TALLER STRUCTURM OR BTRCUMiES LOCATED N MPOSURE D <br /> a — <br />
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