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HomeMy WebLinkAboutpg16I 12" X 12" TURN DOWN CONCRETE EDGE 30'- 0" 0••- RAINMASTER 1700 -IG RAINWATER COLLECTION SYSTEM. INSTALL AS PER MANUFACTURER'S RECOMMENDATION. GENERAL NOTES: 1. PLANS, ELEVATIONS AND SECTIONS SHOWN ARE A GENERAL REPRESENTATION OF THE DESIRED APPEARANCE OF THE FINISHED STRUCTURE. ANY PROPOSED SIGNIFICANT DEVIATION FROM THE BUILDING PROFILES, DIMENSIONS OR PLACEMENT OF MAJOR STRUCTURAL MEMBERS MUST BE SUBMITTED TO THE OWNER FOR REVIEW AND CONSIDERATION PRIOR TO THE CONTRACTOR PROCEEDING WITH WORK OR PLACING ORDERS FOR MATERIALS. 2. SIZE, CONFIGURATION AND SPACING OF WOOD TRUSSES, HAILERS AND BRACING SHOWN ON THESE DRAWINGS ARE PRELIMINARY, AND ARE INTENDED FOR ILLUSTRATIVE PURPOSES ONLY. GENERAL CONTRACTOR SHALL SUBMIT TO THE OWNER FOR REVIEW COMPLETE SHOP DRAWINGS OF PROPOSED TRUSS DESIGN AND CONSTRUCTION DETAILS. SHOP DRAWINGS SHALL BEAR THE SIGNATURE AND SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA, COMMISSIONED AND COMPENSATED BY THE GENERAL CONTRACTOR. CERTIFIED DESIGN CALCULATIONS SHALL BE PROVIDED UPON REQUEST. 3. ROOF DESIGN, MATERIALS AND CONSTRUCTION METHODS MUST COMPLY WITH ALL APPLICABLE PROVISIONS OF THE LATEST EDITION OF THE NORTH CAROLINA BUILDING CODE. 4. SIZES AND SPACING OF ALL ANCHORS AND FASTENERS SHALL BE AS DETERMINED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER, AND SHALL BE INCLUDED IN THE AFOREMENTIONED SHOP DRAWINGS. 5. THE COMPLETE PICNIC SHELTER STRUCTURE SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE NORTH CAROLINA BUILDING CODE REGARDING RESISTANCE OF FORCES IMPOSED BY LIVE LOAD, DEAD LOAD, SEISMIC FORCES, WIND SHEAR, UPLIFT AND OTHER SUCH PREDICTABLE LOADS. PROVIDE ADDITIONAL BRACING AND FASTENING AS MAY BE NECESSARY TO ATTAIN COMPLIANCE. 6. ROOF SHEATHING TO BE 4'X8' SHEETS OF Ni -THICK ORIENTED STRAND BOARD (OSB) OR OWNER APPROVED ALTERNATE. 7. PROVIDE 110 -MPH WIND - RESISTANT 30 -YEAR STANDING SEAM METAL ROOF IN PATTERN AND COLOR AS SELECTED BY OWNER FROM SAMPLES PROVIDE BY CONTRACTOR. INSTALL METAL ROOFING OVER 15# ROOFING FELT. 8. ALL EXPOSED FLASHING, TRIM, SOFFITS, FASCIA AND GABLES SHALL BE OF ALUMINUM OR AN ALUMINUM CLAD CONSTRUCTION WITH FINISH SELECTED BY OWNER FROM CONTRACTOR'S SAMPLES. 9. ALL FASTENERS AND HARDWARE EXPOSED TO THE ELEMENTS SHALL BE RUST -PROOF AND CORROSION - RESISTANT, 10. GENERAL CONTRACTOR SHALL ADEQUATELY FLASH AND SEAL ALL EDGES, SEAMS, CONNECTIONS, CORNERS AND ABUTMENTS TO ASSURE A PERMANENT WEATHERPROOF CONDITION AND TO ACCOMMODATE ROOF STRUCTURE'S EXPANSION AND CONTRACTION. 11. GENERAL CONTRACTOR SHALL PROVIDE ALL INCIDENTAL WORK AND MATERIALS REASONABLY NECESSARY FOR THE SUCCESSFUL COMPLETION OF THE ROOF STRUCTURE, WHETHER OR NOT SUCH WORK OR MATERIALS ARE DEPICTED ON THESE DRAWINGS. ,;; PICNIC VIL i iA t lorline OR lea PICNIC: SHFl mTF __ COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRo0UCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE Ott IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL ( rF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES. FILE NAME P: \Projects \Harnett Couty \2011020600RA \CADD\construction drawij 19 01 292013 dwg - January 29 2013 - Joel Moulin NC UCENSE NO. F�0374 FULL SCALE: 1 "= 40 0 40 80 2" = FULL SCALE `�_ 1" = HALF SCALE—' PROD. DATE: !FEBRUARY 2013 O.C.: ;QC Q.C. DATE: QC DATE .........._.... -. -... DRAWING NUMBER: k PROJ. NO.: 20110206.00. RA w c) 15 Qr 0 o cv 0 O CV IL .- Z z 0 0 1— a '¢ U cr � h cr o cf) LU (t z J z 00 O w .. LL () Ir 0 cc: ® y rn Q® L z ® J ;iaiw �Icc cr w0 W cd () N 0cz PROD. DATE: !FEBRUARY 2013 O.C.: ;QC Q.C. DATE: QC DATE .........._.... -. -... DRAWING NUMBER: k PROJ. NO.: 20110206.00. RA 15 m 0 c 0 m Y Z 0 Q O � h a LU J z W O =I Q a c Ir cc: ® y rn Z L z ® J ® cr Z W cd () N co W 2 (D C) _ ® z m Z Q Z tzi�c� `i J o Q N 1— 111 0 2 z h 0 v 1 0 N V) W m W �S W W6jW 0 Q Z xzm o0 EL 0 0 ¢a..M PROD. DATE: !FEBRUARY 2013 O.C.: ;QC Q.C. DATE: QC DATE .........._.... -. -... DRAWING NUMBER: k PROJ. NO.: 20110206.00. RA