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DESIGN LOADS:
<br /> GENERAL NOTES:
<br /> 1, BUILDING CODES 1. IMPORTANT: CONTRACTOR IS TO READ ALL NOTES AND REVIEW ALL '_ re W1
<br /> DETAILS PRIOR TO BEGINNING CONSTRUCTION.CONTRACTOR Daniel C.Smith,PE
<br /> 1,1 WA: E AMENDMENTS.INTERNATIONAL L RESIDENTIAL CODE w/WASHINGTON RESPONSIBLE
<br /> HE FOOTING DERPVERIFYING
<br /> H NOTEDMTON THE DRAWINGS ARE ADEQUATE.IF LOCAL Consulting Engineers
<br /> STATE 13237 Melvin Amotd Road
<br /> 1.2 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER FROST DEPTH IS MORE SHALLOW THAN WHAT IS SPECIFIED ON THE Raleigh,NC 27613
<br /> STRUCTURES,ASCE 7-05(UNLESS ASCE 740 SPECIFIED PER CODE). DRAWINGS,CONTRACTOR TO GO BY DEPTH ON DRAWINGS. 8:819.844.660500 ext 1
<br /> 2. THE DESIGN PROFESSIONAL WHOSE SEAL APPEARS ON THESE DRAWINGS IS E:decksitdansmithpe.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 FREE
<br /> NO HOT TUBS,SPAS,SAUNAS,BRICK/MASONRY FIRE PLACES, DANIEL C.SMITH PE CONSULTING ENGINEERS AND THE"SER", STANDING
<br /> BARBECUE PITS,ETC.,ARE TO BE SUPPORTED ON THE DECK
<br /> STRUCTURE. 3. "SEW'IS NOT RESPONSIBLE FOR CONSTRUCTION SEQUENCES,METHODS,OR DECK
<br /> TECHNIQUES IN CONNECTION WITH THE CONSTRUCTION OF THIS ‘NI7,,..x;,c4",,I.,r..:EL,,N,:,A,a,,,,,
<br /> 2.2 LIVE LOAD: 60 PSF STRUCTURE. "SEW'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 DL+LL: 70 PSF SHOULD ANY NON-CONFORMITIES OCCUR
<br /> 2.5 BASIC WIND SPEED: 110 MPH
<br /> 2.6 SNOW LOAD(g): 25 PSF 4: VERIFICATION OF ASSUMED FIELD CONDITIONS IS NOT THE RESPONSIBILITY
<br /> 2.7 EXPOSURE C OF"SER". CONTRACTOR SHALL VERIFY THE FIELD CONDITIONS FOR
<br /> 2,8 WIND IMP.FACTOR 0.87(ASCE 7-05) ACCURACY BEFORE CONSTRUCTION BEGINS,
<br /> RISK CATEGORY I(ASCE 7-10)
<br /> 2,7 CHECKED LOAD FOR COMBINATIONS:DL+WL(75%) 5, THIS STRUCTURE AND ALL CONSTRUCTION SHALL CONFORM TO ALL
<br /> 2.8 CHECKED LOAD FOR COMBINATIONS:DL-WL(UPLIFT) APPLICABLE SECTIONS OF 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 .I 1"1
<br /> AND HOUSE PER CODE REQUIREMENTS. CJ 0
<br /> SYMBOLS HT SOURCE LOCATED IN CZ 00
<br /> TERMINOLOGY 8. STAIRWAYS SHALL HAVE A NEW OR EXISTING LTG
<br /> 0 DIAMETER THE IMMEDIATE VICINITY OF THE.TOP OF EXTERIOR STAIRS. LIGHT SHALL Cr
<br /> GIRDER aka BEAMOPERATE EITHER WITH CONTINUOUS ILLUMINATION,BY AUTOMATIC at,Cn
<br /> BAND BOARD aka RIM JOIST or ► "4'DETAIL NUMBER CONTROL(E.G.,MOTION DETECTION),OR WITH A SWITCH INSIDE THE CZ N
<br /> SKIRT BOARD or "s"SHEET NUMBER
<br /> RIM PLATE DWELLING.12012 IRC R303.7 or EQUIVALENT CODE PER STATE]
<br /> RIM JOIST OUTER-MOST JOIST or >..,...z,,....:1-
<br /> CROSS BRACING 9; ALL SECTIONS AND DETAILS ARE TYPICAL AT SIMILAR LOCATIONS AND [y 4-
<br /> ".
<br /> JOIST w/RIM TRACK WHERE APPLICABLE. DETAILS APPLY ONLY TO EXACT CONDITIONS .1-
<br /> ABBREVIATIONS SHOWN. DETAILS ARE NOT TO BE MODIFIED FOR SIMILAR CONDITIONS, C
<br /> EXCEPT DETAILS MAY BE MIRRORED TO MATCH FIELD CONDITIONS. t�a
<br /> APPROX. APPROXIMATELY10. DANIEL C.SMITH PE CONSULTING ENGINEERS AND THE"SER"ASSUME NO C.) Lo rti
<br /> EQUIV. EQUIVALENT LIABILITY FOR DETAILS ADAPTED TO SIMILAR CONDITIONS. 1—a [V W
<br /> —_..-fit,,,, FJ FLOOR JOIST
<br /> +. ,, "``.,,, FTG FOOTING 11. DANIEL C.SMITH PE CONSULTING ENGINEERS AND THE"SER"ASSUME NO DCSPE>!: 18-D-0128a
<br /> � ' ,`'�" w,, a"' GALV. GALVANIZED LIABILITY FOR WATER TIGHT INTEGRITY. CONTRACTOR SHALL PROVIDE
<br /> f ^ ltir A�• �4.,� H.D, HOT DIPPED FLASHING TO ADJACENT STRUCTURES PER ACCEPTED PRACTICE AND Drawn By: BML
<br /> �� ; ./ " ; , �. HDG HOT DIPPED GALVANIZED METHODS.
<br /> Revision History:
<br /> ir az
<br /> R. OPT. OPTIONAL 01-23-2019
<br /> li, . j I z i PT PRESSURE TREATED 12. OWNER/CONTRACTOR TO CONFIRM DECK DESIGN DOES NOT INTERFERE
<br /> // R,S RING SHANK WITH EGRESS PATHWAYS,ELECTRICAL CLEARANCES,WINDOW GLAZING, X For Construction
<br /> , � SIM. SIMILAR ETC.or SHALL MAKE MODIFICATIONS TO EXISTING STRUCTURES AS Not for Construction
<br /> a ` . S.S. STAINLESS STEEL APPROPRIATE TO MEET LOCAL CODE.
<br /> t,1�i+.4 'r4 ``:'i1' / } ,„ TYP TYPICAL
<br /> Head ak UNO UNLESS NOTED OTHERWISE Sheet
<br /> s" V.I.F. VERIFY IN I IELD 13. THESE PLANS ARE VALID FOR PERMITTING WITHIN 12 MONTHS OF THE Tr�
<br /> (ti of 15
<br /> `1 „1 SEAL DATE. }
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