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DESIGN LOADS: GENERAL NOTES: / k
<br /> /��� ®U
<br /> 1, IMPORTANT: CONTRACTOR IS TO READ ALT.NOTES AND REVIEW ALL14'=' r �
<br /> 1. BUILDING CODES ~/ o••
<br /> DETAILS PRIOR TO BEGINNING CONSTRUCTION.CONTRACTOR
<br /> 1.1 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 ON THE DRAWINGS ARE ADEQUATE.IF LOCAL. Consulting Fn Arnold
<br /> 1,2 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER FROST DEPTH IS MORE SHALLOW THAN WHAT IS SPECIFIED ON THE Raleigh,
<br /> Melvin 3ld Road
<br /> 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 1
<br /> F:877.841.6050
<br /> 2. THE DESIGN PROFESSIONAL WHOSE SEAL.APPEARS ON THESE DRAWINGS IS E:decksnodansmithpe.com
<br /> 2. DESIGN CRITERIA THE STRUCTURAL ENGINEER OF RECORD("SRR")FOR THiS PROJECT. NO RESIDENTIAL
<br /> OTHER PARTY MAY REVISE,ALTER,OR DELETE ANY STRUCTURAL ASPECTS
<br /> 2.1 UNLESS OTHERWISE NOTED ON SHEET 5-2.(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 CONSUT.TiNG ENGINEERS AND THE"SER". STANDING
<br /> BARBECUE PITS,ETC.,ARE TO BE SUPPORTED ON THE DECK
<br /> STRUCTURE. 3, "SER"IS NOT RESPONSIBLE FOR CONSTRUCTION SEQUENCES,METHODS,OR DECK
<br /> TECHNIQUES iN CONNECTION WITH THE CONSTRUCTION OF THiS
<br /> 2.2 LIVE LOAD: 60 PSE STRUCTURE. "SER"WILL NOT BE HELD RESPONSIBI.E:FOR THE
<br /> 2.3 DEAD LOAD: 10 PSN CONTRACTORS FAILURE.TO CONFORM TO TFTF.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): 20 PSE. 4. VERIFICATION OF ASSUMED FIELD CONDITIONS IS NOT THE RESPONSIBILITY
<br /> 2.7 EXPOSURE C OF"SER", CONTRACTOR SHALT.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 Al,1.CONSTRUCTION ST-iALi,CONFORM TO ALi.
<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 TS TO BE CONSTRUCTED.
<br /> 3. DESIGN NOTES
<br /> 6. N(3 DECK ATTACHMENT Al.1,OWED 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 PSE,DECK HAS BEEN
<br /> DESIGNED TO ACCOUNT FOR INCREASED LOADS. 7, INSTALL EITHER GALVANIZED OR ViNYL FLASHING BETWEEN THE DECK -I—) t—'4
<br /> AND HOUSE PER CODE.REQUIREMENTS. CO C)
<br /> TERMINOLOGY SYMBOLS v
<br /> 8: STAIRWAYS SHALd.,HAVE A NEW OR EXISTING LiGHT SOURCE LOCATED iN (l $-.1 00
<br /> 0 DIAMETER THE IMMEDIATE VICINITY OF THE TOP OF EXTERIOR STAIRS, EIGHT SHAT I. b.O Cr)
<br /> Ci"
<br /> GIRDER aka BEAM
<br /> BAND BOARD aka RIM 301ST or "4'DETAIL NUMBER OPERATE EITHER WITH CONTINUOUS ILLUMINATION,BY AUTOMATIC bA
<br /> SKIRT BOARD or AIL, CONTROL(E.G.,MOTION DETECTION),OR WiTH A SWITCH INSIDE THE (l CO
<br /> "s"SHEET NUMBER DWELLING,[2012 IRC R303,7 or FQUIVAi,F,NT CODE.PER STATE]
<br /> RIM PLATE WY
<br /> RIM JOIST OUTER-MOST JOIST or �� CROSS BRACING 9. ALI,SECTIONS AND DETAILS ARE TYPICAL AT SIMILAR LOCATIONS AND (y f'
<br /> JOIST w/RIM TRACK
<br /> WHERE APPLICABLE, DETAILS APPi,Y ONLY TO EXACT CONDITIONS 0
<br /> ABBREVIATIONS SHOWN. DETAILS ARE NOT TO BE.MODIFIED FOR SIMILAR CONDITIONS, (V
<br /> EXCEPT DETAILS MAY BE MIRRORED TO MATCH FIET.D CONDITIONS. < 1—'
<br /> APPROX. APPROXIMATELY c�
<br /> EQUIV. EQUIVALENT 10, DANIEL C.SMITH PE CONSULTING ENGINEERS AND THE"SER"ASSUME,NO 1 N N w
<br /> f LIABILITY FOR DI-TAIL S ADAI'TF.D TO STMiT.AR CONDITIONS.
<br /> EJ FLOOR JOIST
<br /> E FTG FOOTING
<br /> ' •
<br /> P14' GAL,V. GALVANIZED 11. DANIEL C.Sh41TH PE CONSULTING ENGINEERS AND THE"SER"ASSUME NO DCSPR�: 18-D-0128
<br /> w: LIABILITY FOR WATER TIGHT INTEGRITY. CONTRACTOR SHALL,PROVIDE
<br /> ".„(,,,Z,4„,-t.. H.D. HOT DIPPED Drawn B BML
<br /> lfl .s., HD( FIOT DIPPED GALVANIZED FLASHING TO ADJACENT STRUCTURES PER ACCEPTED PRACTICE.AND y
<br /> ® ' METHODS. Revision History:
<br /> r� " 1a OPT. OPTIONAL _ _
<br /> $ ~ PT PRESSURE TREATED
<br /> 12. OWN ER/CONTRACTOR TO CONFIRM DECK DESIGN DOES NOT INTERFERE.
<br /> '.1\ k" �y 'L._<...,''':' R.S RING SHANK iiP,. WITH EGRESS PATHWAYS,ELECTRICAL ClEARANCES,WINDOW GLAZING, X For Construction
<br /> r/ 51M. SIMILAR
<br /> i ��m.N,� ETC.or SHALL MAKE MODIFICATIONS TO EXISTING STRUCTURES AS Not for Construction
<br /> �* a �h S.S. STAINLESS STEEL APPROPRIATE TO MEET LOCAT.CODE,
<br /> {; '" ,.m , e st ' TYP TYPICAL
<br /> �'e , p 4a UNO UNLESS NOTED OTHERWISE Sheet
<br /> `*^` -J VLF. VERIFY IN FIELD 13. THESE PLANS ARE VALID FOR PERMITTING WITHIN 12 MONTHS OF THE,, .� L
<br /> Y"t�� —'.' SEAL DATE. N-1 of V
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