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HomeMy WebLinkAboutpg17tk METAL ROOF WITH 1:12 PITCH 1 I'OVERHANG r i 11 .. .. 1 111 ...• /: 1 / • 1 1 ����r�� �Mow m n1MIMI�� r�l / 1 PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING AT A 2% SLOPE 6 MIL POLYETHYLENE VAPOR BARRIER 4" DEEP #7 WASHED STONE LAYER. STONE CONFINED BY 4" CONCRETE TERRACE WITH 2% CROSS SLOPE AWAY FROM BUILDING ON ALL SIDES. UNDISTURBED SOIL OR COMPACTED FILL. WHERE ROCK OR UNACCEPTABLE SOILS OCCUR, UNDERCUT A MINIMUM OF 2 FT. AND FILL WITH STONE WHICH CONFORMS TO ASTM C33 (#57, #67, #6,37, OR #8), AND COMPACT TO OBTAIN MINIMUM SOIL BEARING REQUIREMENT 1500 LB /SF. GENERAL NOTES: 1. PLANS, ELEVATIONS AND SECTIONS SHOWN ARE A GENERAL REPRESENTATION OF THE DESIRED APPEARANCE OF THE FINISHED STRUCTURE. ANY PROPOSED SIGNII (CANT DEVIATION FROM THE BUILDING PROFILES, DIMENSIONS OR PLACEMENT OF MAJOR STRUCTURAL MEMBERS MUST BE SU13MITTED 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, NAILERS 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. DOUBLE 2X6 PERIMETER AND CENTERLINE HAILERS TO RECEIVE FIELD - CONSTRUCTED ROOF TRUSSES SHALL BE SECURELY FASTENED TO THE PRECAST CONCRETE BUILDING STRUCTURE USING HEAVY-DUTY WEDGE TYPE EXPANSION ANCHORS, SIZES AND SPACING OF ALL SUCH ANCHORS AND FASTENERS SHALL BE AS DETERMINED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER, AND SHALL BE INCLUDED IN THE AFOREMENTIONED SHOP DRAWINGS. 5. 4X4 LOOKOUTS SHOWN MAY BE EITHER DECORATIVE OR BE INCORPORATED INTO THE OVERALL STRUCTURAL FRAMING DESIGN. 6. THE COMPLETE ROOF STRUCTURE AS WELL ITS ATTACHMENT TO THE PRECAST CONCRETE BUILDING 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. 7. ROOF SHEATHING TO BE 4'X8' SHEETS OF 50-THICK ORIENTED STRAND BOARD (OSB) OR OWNER APPROVED ALTERNATE. 8. PROVIDE 110 -MPH WIND - RESISTANT 30 -YEAR ARCHITECTURAL TYPE (DIMENSIONAL) FIBERGLASS MAT BASED ASPHALT SHINGLES IN PATTERN AND COLOR AS SELECTED 13Y OWNER FROM SAMPLES PROVIDE BY CONTRACTOR. INSTALL SHINGLES OVER 15# ROOFING FELT. 9. 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. 10. ALL FASTENERS AND HARDWARE EXPOSED TO THE ELEMENTS SHALL BE RUST -PROOF AND CORROSION- RESISTANT. 11. 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. 12. 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. I 4 . e • 7 3A• .♦ i III ON 1 1 r _..._Vent 4 3AOx 16 :'2" 13' -0" 12 3713 12-0 - -12-0 3W' Front Exterior Color L] Brick Red U Other: RESTROOM BUILDING NOTES: 1. CONTRACTOR IS REQUIRED TO OBTAIN A BUILDING PERMIT FROM HARNETT COUNTY PLANNING DEPARTMENT. 2. CONTRATOR TO PROVIDE SHOP DRAWINGS FOR PRECAST CONCRETE RESTROOM BUILDING WITH SHED ROOF TO MATCH PICNIC SHELTER. 3. BULDING TO BE MANUFACTURED BY EAST -SET INDUSTRIES OR APPROVED EQUAL. LOCAL REPRESENTATIVE IS SMITH- CAROLINA (336) 349.2905 4. WATER AND SEWER CONNECTIONS SHALL BE LOCATED WITHIN PLUMBING ACCESS FLOOR VOID. FLOOR VOID IS 1'-4" SQUARE CENTERED BETWEEN INTERIOR CHASE PARTITIONS AND 1' -0" FROM INSIDE FACE OF FRONT WALL. CONTRACTOR TO REFERENCE SHOP DRAWINGS FOR EXACT LOCATION REQUIRED FOR UTILITY PLACEMENT. Exterior Finish L3 Easi - Brick' LJ Other: _ 1) All required openings for electric, mechanical, louvers, etc, must be sized and located by buyer on this drawing (Opening sizes and locations may have to be altered if they interfere with connections or reinforcing) 2) All views are from exterior 3) A signed copy must by returned before building can be released for production FamNM Door Color ❑ Yorktown Brown ® Other: i I 12'X 201 RESTROOM BUILDING SCALE 1/4r • i.�r FILIAL DESIGN - NOT FOR CONSTRUCTION COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. RE PRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLI.OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF 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 thawing 01292013 dwg - January 29 2013 - Joel Moulin NC NCENSE NO. F-0374 ,`,Iy{I IP IIIIPII � % \� \\ O ..• °° � eon bI ° I Pn O t o `o*` +0000 PROFESSIONAL SEAL FULL SCALE: 1 "= 40 0 40 80 2" = FULL SCALE ` - 11 HALF SCALE � i Ijj M O N I li ®N (L q- i � I I I Z O 0 F- 0 re 0 Ir w Cr Z W 20 a Z Lu °j0 cn0 - _.... _ .. '. W Q LL i W < Lu �z i 0 v 0 c 0 ra E Y Z ILL J o Q O cn a{ N W Z U J (a Z W 0 Q ° a Z O UJ ® o ra = ® ir 0 H U W S ( Vin ® Zi < J Z o p0 Q O :F M J L) w n o Z f- m r66 I— 0 N m W w w wWW -� Z cc z a5 O i oO Cr a 0 aa� PROJ. DATE: II FEBRUARY 2013 Q.C.: QC Q.C. DATE: IQC DATE DRAWING NUMBER: C-1 PROJ. NO.. 20110206.00. RA i 0 v 0 c 0 ra E Y Z ILL J o Q O cn a{ N W Z U J (a Z W 0 Q ° a Z O UJ ® o ra = ® ir 0 H U W S ( Vin ® Zi < J Z o p0 Q O :F M J L) w n o Z f- m r66 I— 0 N m W w w wWW -� Z cc z a5 O i oO Cr a 0 aa� PROJ. DATE: II FEBRUARY 2013 Q.C.: QC Q.C. DATE: IQC DATE DRAWING NUMBER: C-1 PROJ. NO.. 20110206.00. RA PROJ. DATE: II FEBRUARY 2013 Q.C.: QC Q.C. DATE: IQC DATE DRAWING NUMBER: C-1 PROJ. NO.. 20110206.00. RA