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DESIGN LOADS: GENERAL NOTES:
<br /> ' 1. BUILDING CODES 1. IMPORTANT: CONTRACTOR IS TO READ ALT,NOTES AND REVIEW ALL
<br /> DETAILS PRIOR TO BEGINNING CONSTRUCTION,CONTRACTOR ,
<br /> L1 WA:2015 INTERNATIONAL RESIDENTIAL CODE w/WASHINGTON RESPONSIBLE FOR VERIFYING LOCAL FROST DEPTH AND VERIFYING THAT Daniel C.Smith,PE
<br /> STATE AMENDMENTS. THE FOOTING DEPTH NOTED Consulting Engineers ON THE DRAWINGS ARE ADEQUATE.IF LOCAL 13237 Melvin Arnold Road
<br /> 1.2 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER FROST DEPTH IS MORE SFIALT OW THAN WHAT IS SPECIFIED ON THE Raleigh,NC 27613
<br /> STRUCTURES,ASCE 7-05(UNLESS ASCE 7-10 SPECIFIED PER CODE). DRAWINGS,CONTRACTOR TO GO BY DEPTH ON DRAWINGS. P:919.844.6050 ext I
<br /> F:877.841.6080
<br /> 2, THE DESIGN PROFESSIONAL WHOSE SEAL APPEARS ON THESE DRAWINGS IS F.:deckskodansmithfie.com
<br /> 2. DESIGN CRITERIA THE STRUCTURAL ENGINEER OF RECORD("SER")FOR THIS PROJECT. NO RESIDENTIAL
<br /> OTHER PARTY MAY REVISE,ALTER,OR DELETE ANY STRUCTURAL ASPECTS
<br /> 2.1 UNLESS OTHERWISE NOTED ON SHEET S-2(aka FRAMING PLAN), OF THESE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN PERMISSION OF
<br /> NO HOT TUBS,SPAS,SAUNAS,BRICK/MASONRY FIRE PLACES, DANIEL C.SMITH PE CONSULTING ENGINEERS AND THE"SER". ATTACHED
<br /> BARBECUE PITS,ETC,,ARE TO BE SUPPORTED ON THE DECK DECK
<br /> , STRUCTURE. 3, "SER"15 NOT RESPONSIBLE FOR CONSTRUCTION SEQUENCES,METHODS,OR
<br /> TECHNIQUES IN CONNECTION WITH THE CONSTRUCTION OF THIS i.
<br /> 2,2 LIVE LOAD: 60 PSF STRUCTURE. "SER"WILL NOT BE.HELD RESPONSIBLE FOR THE
<br /> 2.3 DEAD LOAD: 10 PSF CONTRACTOR'S FAILURE TO CONFORM TO THE CONTRACT DOCUMENTS,
<br /> 2.4 DLLt.:,: 70 PSF SHOULD ANY NON-CONFORMTHRS OCCUR.
<br /> 2.5 BASIC WIND SPEED: 110 MPH
<br /> 2.6 SNOW LOAD(g): 20 PSF 4. VERIFICATION OF ASSUMED FIELD CONDITIONS IS NOT THE RESPONSIBILITY
<br /> 2.7 EXPOSURE C OF`SEW. CONTRACTOR SHALL VERIFY THE FIELD CONDITIONS FOt I - -
<br /> OF EVERETT
<br /> 2.8 WIND IMP.FACTOR 0.87(ASCE 7-05) ACCURACY BEFORE CONSTRUCTION BEGINS. Ty
<br /> RISK CATEGORY I(ASCE 7-10)
<br /> EV
<br /> 2.7 CHECKED LOAD FOR COMBINATIONS:DL+WL(75%) 5, THIS STRUCTURE AND ALL CONSTRUCTION SHALL CONFORK AO.,IEWED FOR PER MI
<br /> 2.8 CHECKED LOAD FOR COMBINATIONS:DL-WL(UPLIFT) APPLICABLE SEC DONS OP THE INTERNATIONAL RESIDENTIAL CODE AND
<br /> ANY LOCAL LAWS WHERE THE STRUCTURE IS TO BE CONSTRUCTED.
<br /> 3. DESIGN NOTES
<br /> 6. NO DECK ATTACHMENT ALLOWED TO HOUSE BAND ON SECOND FLOOR,or
<br /> 3.1 WHERE THE SNOW LOAD(g),DETERMINED BY LOCAL HIGHER,THAT IS ON A CANTILEVERED OVERHANG.
<br /> ENFORCEMENT AGENCY,EXCEEDS 40 PSF,DECK HAS BEEN >
<br /> DESIGNED TO ACCOUNT FOR INCREASED LOADS. 7. INSTALL EITHER GALVANIZED OR VINYL FLASHING BETWEEN THE DECK
<br /> AND HOUSE PER CODE REQUIREMENTS- C)
<br /> SYMBOLS ,-z-1 (N
<br /> TERMINOLOGY
<br /> 8, STAIRWAYS SHALL HAVE A NEW OR EXISTING LIGHT SOURCE LOCATED IN it CO
<br /> 0 DIAMETER
<br /> GIRDER aka BEAM THE IMMEDIATE VICINITY OF THE TOP OF EXTERIOR STAIRS. LIGHT SHALL to ON
<br /> BAND BOARD aka RIM JOIST or I "it'DETAIL NUMBER OPERATE EITHER WITH CONTINUOUS ILLUMINATION,BY AUTOMATIC
<br /> CONTROL(E.G.,MOTION DETECTION),OR WITH A SWITCH INSIDE THE
<br /> SKIRT BOARD or 1 "s"SHEET NUMBER DWELLING.[2012 IRC R3017 or EQUIVALENT CODE PER STATE] p......1 0
<br /> RIM PLATE CIS
<br /> RIM JOIST OUTER-MOST JOIST or >‘-• CROSS BRACING 9. ALE.SECTIONS AND DETAILS ARE TYPICAL AT SIMILAR LOCATIONS AND U s.
<br /> JOIST w/RIM TRACK 44
<br /> WHERE APPLICABLE. DETAILS APPLY ONLY TO EXACT CONDITIONS
<br /> `k I .
<br /> SHOWN. DETAILS ARE NOT TO BE MODIFIED FOR SIMILAR CONDITIONS, (3)
<br /> ABBREVIATIONS
<br /> EXCEPT DETAILS MAY BF.MIRRORED TO MATCH PIET,D CONDMONS.
<br /> C.) r-4
<br /> Q.)
<br /> APPROX. APPROXIMATELY
<br /> 10. DANIEL C.SMITH PE CONSULTING ENGINEERS AND THE"SER"ASSUME NO
<br /> i EQUIV. EQUIVALENT
<br /> LIABILITY FOR DETAILS ADAPTED TO SIMILAR CONDITIONS. Cf) C\I 4.3
<br /> FJ FLOOR JOIST
<br /> A toAAIHlr,
<br /> -44,1,44* ,:let FTG FOOTING
<br /> IL DANIEL C.SMITH PE CONSULTING ENGINEERS AND THE"SER"ASSUME NO
<br /> GALV. GALVANIZED DCSPE L': 18-D-0189
<br /> ic HOT DIPPED GALVANIZED
<br /> HDG LIABILITY FOR WATER TIGHT INTEGRITY. CONTRACTOR SHALL PROVIDE
<br /> H.D. HOT DIPPED
<br /> FLASHING TO ADJACENT STRUCTURES PER ACCEPTED PRACTICE AND Drawn By: BML
<br /> METHODS. Revision History:
<br /> ,
<br /> - :,'"i OPT.
<br /> R.S OPTIONAL
<br /> PRESSURE TREATED
<br /> RING SHANK 12. OWNER/CONTRACTOR TO CONFIRM DECK DESIGN DOES NOT INTERFERE
<br /> WITH EGRESS PATHWAYS,ELECTRICAL CLEARANCES,WINDOW GLAZING, , .
<br /> " ( PT
<br /> X For Construction
<br /> S1M. SIMILAR
<br /> Wk:'-. ,,T1 1 10),,, /,44, ETC.or SHALL MAKE MODIFICATIONS TO EXISTING STRUCTURES AS
<br /> ' iit-r.,+.,,o.),..' : S.S. STAINLESS STEEL
<br /> APPROPRIATE TO MEET LOCAL CODE. Not for Const 's
<br /> ,,„„_„,
<br /> TYP TYPICAL 6 4. ----'/
<br /> ,, '„,,,›, ..!, ,
<br /> eUNO UNLESS NOTED OTHERWISE
<br /> 13, THESE PLANS ARE VALID FOR PERMITTING WITHIN 12 MONTHS OF THE Sheet
<br /> V.I.F.
<br /> F. VERIFY IN FIELD
<br /> SEAL DATE. N-1.
<br /> 40,r qd ,
<br />
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