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PATIO COVER SYSTEM AS MFG. BY: DURALUM PRODUCTS, INC. <br />SHEET INDEX :¢ <br />SHEET #SHEET TITLE / DESCRIPTION b-, r -D <br />T-1..........Tm.E SHEET/DESIGN LOADS <br />1 ..........GENERAL NOTES <br />2............BOUO PANEL STRUCTURES <br />3...........grEN LATTICE STRUCTURE@ <br />4.........,PANEL SPANS TRI-V & W-PANEL <br />5...........,PANEL SPANS FLAT PAN6............MINIMUM FASTENERS / FAN BEAM N <br />7,.........RAFTER SPANS -- <br />8...........,COLUMN / POST TYPES <br />9 ...........MANGER CHANNEL AND BRACKET ATTACHMENTS <br />10............COLUMN /POST GURFACE MOUNT AND FOOTING EMBEDMENT AILS <br />11...,......„BEAM TYPES <br />12...........,BEAM SPLICE DETAILS <br />13 ............BEAM TO POST ATTACHMENT <br />14 ............LATTICE CONNECTIONS <br />15 ............MINIMUM REQUIRED COLUMNS <br />18 &17......SOLID POST SPACING TABLE ATTACHED AND FREESTANDING 10# LL 90 MPH <br />18 & 19....SOLID POST SPACING TABLE ATTACHED AND FREESTANOING 10# L.L 100 MPH <br />20 & 21.....SOLID POST SPACING TABLE ATTACHED AND FREESTANOING 10# L.L. 110 MPH <br />22 & 23.....SOLID POST SPACING TABLE ATTACHED AND FREESTANOING 20# LL 110 MPH <br />24 & 25....SOLID POST SPACING TABLE ATTACHED AND FREESTANOING 30# LL 110 MPH <br />26...........LATTICE POST SPACING TABLE ATTACHED AND FREESTANDING 10 # L .L. 90 MPH <br />27.....01!ATTICE'POST SPACING TABLE ATTACHED AND FREESTANDING 10# L.L. 100 MPH <br />28..........,.LATTICE POST SPACING TABLE ATTACHED AND FREESTANDING 10# L.L. 110 MPH <br />29,...........LATTICE POST SPACING TABLE ATTACHED AND FREESTANDING 20# L.L. 110 MPH <br />30..........LATTICE POST SPACING TABLE ATTACHED AND FREESTANDING 30# L.L. 110 MPH <br />31 ............SOLID POST SPACING TABLE ATTACHED AND FREESTANDING 20# L.L. 90-110 MPH <br />32...........SOLID POST SPACING TABLE ATTACHED AND FREESTANDING 20# L.L 90-110 MPH <br />33..........,.INSULATED ROOF PANEL CONNECTIONS <br />"CALCULATIONS PREPARED BY A REGISTERED DESIGN <br />PROFESSIONAL SHALL BE SUBMITTED TO THE 8UILDING <br />OFFICIAL DEMONSTRATING THAT THE DESIGN SNOW LOADS <br />DO NOT EXCEED THE ALLOWABLE ROOF SNOW LOADS <br />SPECIFIED ON THE PLANS; AND THAT CALCULATIONS SHALL <br />ADDRESS THE SNOW LOAD PROVISIONS OF IBC SECTION <br />1608, INCLUDING, BUT NOT LIMITED TO, RAIN-ON-SNOW <br />SURCHARGE LOAD, UNBALANCED SNOW AND SNOW DRIFT." <br />DESIGN REQUIREMENTS : <br />REOIDENnAL APPUCATIONS - CBC AND IBC CHAPTER 10, CBC & IBC APPENDIX CHAPTER I, <br />CRC AND IRC APPENDIX CHAPTER H. <br />ROOF LIVE AND SNOW LOADS: 10, 20 AND 30 POUNDS PER SQUARE FOOT. <br />COMMERCIAL WPLICATIONS - CBC AND IBC CHAPTER 16. <br />ROOF LIVE AND SNOW LOADS: 20 AND 30 POUNDS PER SQUARE FOOT AT ROOF. <br />ADDrrIONAL DESIGN REQUIREMENTS - <br />1. TABULATED SPANS FOR SNOW LOADS ARE BASED ON Pf AT THE ROOF EQUAL TO 20 OR 30 psf. <br />2. BASIC WIND SPEEDS: 90,100,110 MPH, EXPOSURES B AND C. <br />3. WIND OCCUPANCY CLASSIFICATION AND IMPORTANCE FACTOR: 11, 1.0. <br />4. SEISMIC BASE SHEAR: 17 POUNDS PER UNEAR FOOT PER WIDTH OFCOVER. <br />5. SEISMIC DESIGN PARAMETERS: <br />IMPORTAN(* FACTOR: 1.0 <br />SITE CLASS: D <br />SEISMIC DESIGN CATEGORY: D <br />MAPPED SPECTRAL RESPONSE COEFFIC[ENTS: So= 1.50, S,. 0.6, S,,• 1.0, So,- 0.50 <br />RESPONSE MODIFICATION FACTOR. R:1.25 <br />6. EQUIVALENT LATERAL FORCE PROCEDURE. <br />7. DESIGN ASSUMPTIONS: <br />A MINIMUM BULOING HEIGHT OF MAIN STRUCTURE (AVERAGE): 20' <br />8. LEAST BUILDINGWIDTH OF MAIN STRUCURS: 30 <br />C. MINIMUM COVER SIZE ATTACHED TO MAIN STRUCTURE OR FREESTANDING: 10' X 10' <br />A NOTE TO THE LOCAL AUTHORITY HAVING JURISDICTION: <br />EACH PROJECT SUBMITTED TO THE LOCAL AUTHORITY HAVING JURISDICTION MAY <br />INCLUDE ONLY IME PERTINENT SITE-SPECFIC STRUCTURAL COMPONENTS LOCATED <br />WITHIN THIS ICC-LISTED EVALUAnON REPORT. AT A MINIMUM, SUBMISSION FOR A <br />BUILDING PERMIT MUST INCLUDE THE FOLLOWING INFORMAnON FROM THIS <br />EVALUATION REPORT: <br />A Tin-E SHEET AND GENERAL NOTES. <br />B. STRUCTURT CONFIGURATION (1.e.. SOLID OR LATTICE ROOF. FREESTANDING OR <br />ATTACHED). <br />C. BASED ON THEREQUIRED DESIGN LOADS, SITE-SPECIFIC RAFTER AND/OR PANEL. <br />SPAN TABLES. <br />D. TYPE OF HEADER, POST TYPE & QUANTrrA FOOnNG SIZE (WHERE REQUIRED) <br />BASED ON THE SHE-SPECIFIC DESIGN LOADS. <br />E. APPROPRIATE STRUCTURAL DETAILS. <br />F. OTHER DOCUMENTATION THAT MAY BE REQUIRED BY THE LOCAL AUTHORITY <br />HAVING JURISDICTION. <br />DRAWN BY: E N. <br />MPHO EFU 0196 DATE: 10,)1/2012 <br />SCALE NONE <br />REVISED BY: <br />TOM CAMPBELL & ASSOCIATES, INC. <br />COMMERCIAL AND RESIDENTIAL SmUCTURAL ENOINEERNS <br />RANCHOCUCAMONGA CA (961)741.2107 <br />UVE LOAD - <br />TITLE SHEET 10,20 & 30 pif <br />DESIGN LOADS HORe WIND B <br />90.100&110 MPH <br />PAnO COVER SYSTEM AS MFG. BY: <br />OURNUM PRODUCTS. INC. <br />82-Al.MNE AVE. SACRAMENTO, CA 06820 <br />911}452.7021 FAX 403-1610 *.08*'I-:SHEET T-1 <br />- <br />£ i -