2511 MAPLE ST 2019-07-24 - Laserfiche WebLink

DESIGN LOADS: GENERAL NOTES: %i 6 r s 1. BUILDING CODES 1. IMPORTANT: CONTRACTOR IS TO READ ALL NOTES AND REVIEW ALL ■at. a� rrir DETAILS PRIOR TO BEGINNING CONSTRUCTION.CONTRACTOR banteI C.Smith,PE 1.1 WA:2015 INTERNATIONAL RESIDENTIAL CODE w!WASHINGTON RESPONSIBLE FOR VERIFYING LOCAL FROST DEPTH AND VERIFYING THAT Consulting Engineers STATE AMENDMENTS. THE FOOTING DEPTH NOTED ON THE DRAWINGS ARE ADEQUATE.IF LOCAL 13237 Melvin Arnold Road 1.2 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER FROST DEPTH IS MORE SHALLOW THAN WHAT IS SPECIFIED ON THE Raleigh,NC 27613 STRUCTURES,ASCE 7-05(UNLESS ASCE 7-10 SPECIFIED PER CODE). DRAWINGS,CONTRACTOR TO GO BY DEPTH ON DRAWINGS. P:919.844.6050 ext 1 F:877.841.6050 2. THE DESIGN PROFESSIONAL WHOSE SEAL APPEARS ON THESE DRAWINGS IS E:decks6'dansmithpe.com 2. DESIGN CRITERIA THE STRUCTURAL ENGINEER OF RECORD("SER")FOR THIS PROJECT, NO RESIDENTIAL OTHER PARTY MAY REVISE,ALTER,OR DELETE ANY STRUCTURAL ASPECTS 2.1 UNLESS OTHERWISE NOTED ON SHEET S-2(aka FRAMING PLAN), OF THESE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN PERMISSION OF FREE NO HOT TUBS,SPAS,SAUNAS,BRICK/MASONRY FIRE PLACES, DANIEL C.SMITH PE CONSULTING ENGINEERS AND THE"SER". BARBECUE PITS,ETC.,ARE TO BE SUPPORTED ON THE DECK STANDING STRUCTURE. 3; "SER"IS NOT RESPONSIBLE FOR CONSTRUCTION SEQUENCES,METHODS,OR DECK TECHNIQUES IN CONNECTION WITH THE CONSTRUCTION OF THIS o T,,,,;R„PI CO,,t,m,;,,,,;",,r, 2.2 LIVE LOAD: 60 PSF STRUCTURE. "SER"WILL NOT BE HELD RESPONSIBLE FOR THE 2.3 DEAD LOAD: 10 PSF CONTRACTOR'S FAILURE TO CONFORM TO THE CONTRACT DOCUMENTS, 2.4 DL+LL: 70 PSF SHOULD ANY NON-CONFORMITIES OCCUR. 2.5 BASIC WIND SPEED: 110 MPH 2.6 SNOW LOAD(g): 25 PSF 4. VERIFICATION OF ASSUMED FIELD CONDITIONS IS NOT THE RESPONSIBILITY 2.7 EXPOSURE C OF"SER". CONTRACTOR SHALL VERIFY THE FIELD CONDITIONS FOR 2.8 WIND IMP.FACTOR 0.87(ASCE 7-05) ACCURACY BEFORE CONSTRUCTION BEGINS. RISK CATEGORY I(ASCE 7-10) 2.7 CHECKED LOAD FOR COMBINATIONS:DL+WL(75%) 5. THIS STRUCTURE AND ALL CONSTRUCTION SHALL CONFORM TO ALL 2.8 CHECKED LOAD FOR COMBINATIONS:DL-WL(UPLIFT) APPLICABLE SECTIONS OF THE INTERNATIONAL RESIDENTIAL CODE AND ANY LOCAL LAWS WHERE THE STRUCTURE IS TO BE CONSTRUCTED. 3. DESIGN NOTES 6. NO DECK ATTACHMENT ALLOWED TO HOUSE BAND ON SECOND FLOOR,or 3.1 WHERE THE SNOW LOAD(g),DETERMINED BY LOCAL HIGHER,THAT IS ON A CANTILEVERED OVERHANG. ENFORCEMENT AGENCY,EXCEEDS 40 PSF,DECK HAS BEEN DESIGNED TO ACCOUNT FOR INCREASED LOADS. 7. INSTALL EITHER GALVANIZED OR VINYL FLASHING BETWEEN THE DECK 4.0 SYMBOLS AND HOUSE PER CODE REQUIREMENTS. 'L$ cu N TERMINOLOGY 8. STAIRWAYS SHALL HAVE A NEW OR EXISTING LIGHT SOURCE LOCATED IN Ct CO GIRDER aka BEAM 0 DIAMETER THE IMMEDIATE VICINITY OF THE TOP OF EXTERIOR STAIRS. LIGHT SHALL GU O1 bt CI) BAND BOARD aka RIM JOIST or "#'DETAIL NUMBER OPERATE EITHER WITH CONTINUOUS ILLUMINATION,BY AUTOMATIC SKIRT BOARD or0 CONTROL(E.G.,MOTION DETECTION),OR WITH A SWITCH INSIDE THE !dt a.)RIM PLATE "s"SHEET NUMBER DWELLING.[2012 IRC R303.7 or EQUIVALENT CODE PER STATE) RIM JOIST OUTER-MOST JOIST or '�-rte'' CROSS BRACING 9. ALL SECTIONS AND DETAILS ARE TYPICAL AT SIMILAR LOCATIONS AND (U •••JOIST w!RIM TRACK WHERE APPLICABLE. DETAILS APPLY ONLY TO EXACT CONDITIONS SHOWN. DETAILS ARE NOT TO BE MODIFIED FOR SIMILAR CONDITIONS, Q ABBREVIATIONS EXCEPT DETAILS MAY BE MIRRORED TO MATCH FIELD CONDMONS. t--I APPROX. APPROXIMATELY EQUIV. EQUIVALENT 10. DANIEL C.SMITH PE CONSULTING ENGINEERS AND THE"SER"ASSUME NO � N w 9 FLOOR JOIST LIABILITY FOR DETAILS ADAPTED TO SIMILAR CONDITIONS. F w " ... FTG FOOTING 11. DANIEL C.SMITH PE CONSULTING ENGINEERS AND THE"SER"ASSUME NO GALV. GALVANIZED DCSPE 4: 18-D-0128a �4. �': ",° H . HOT DIPPED LIABILITY FOR WATER TIGHT INTEGRITY. CONTRACTOR SHALL PROVIDE FLASHING TO ADJACENT STRUCTURES PER ACCEPTED PRACTICE AND Drawn By: BML r® .DHDG HOT DIPPED GALVANIZED METHODS. Revision History: + OPT. OPTIONAL 01-23-2019 J PT PRESSURE TREATED I `Z 12. OWNER/CONTRACTOR TO CONFIRM DECK DESIGN DOES NOT INTERFERE 'rr R S RING SHANK WITH EGRESS PATHWAYS,ELECTRICAL CLEARANCES,WINDOW GLAZING, X For Construction SIM. STvIILAR S.S. NLE ETC.or SHALL MAKE MODIFICATIONS TO EXISTING STRUCTURES AS 011.1:4':`'.'AO z A'' TYP TYPICAL APPROPRIATE STEEL APPROPRIATE TO MEET LOCAL CODE. Not for Construction ° ' r ' UNO UNLESS NOTED OTHERWISE 13. THESE PLANS ARE VALID FOR PERMITTING WITHIN 12 MONTHS OF THE aShe�eTt V.I.F. VERIFY IN FIELD SEAL DATE. \ 1 V-1 "�I of 15