|
GGENERAL CONSTRUCTION NOTES
<br />CROTERIA
<br />€. i'3.t..>L ?i,R 91,. "� l tL R� A`H'*.P, DESIGN, AND C01 4S RL`CT ' VNf SHALL FO
<br />NFO : TO Tt nW1RKM
<br />DI'IUHNGS, SF'EC'IFIC.A I I:ONS, AND THE TNTERNA IIOlIAL BI I LD+MIG C{`IIUE 12018
<br />EDCTIO ,).
<br />'. OFR Y AREAS DESIGNATED AS `NEW' WILL BE A F"ART OF THIS SCOPE OF
<br />WORK: ALL AREAS MARKEE) `-XIS DING', 'EXI l,', OR UNLESS
<br />OTHERWISE NOTED AS'NEW'WILL REMAIN UNTOUCHED.
<br />ED.
<br />WOOD
<br />3. ALL WOOD I N D A REC f CONTACT 'W I. ILI CONCRETE I E OR MASONRY SIAi L BE
<br />€ RE'SSIURE I TREATED "AAI s H N1 APPROVED PRESERVATIVE OR (') LAYETIRS OF ASPHALT
<br />IMPREGNATED BUILDUNG PAPE `,- IA6 L BE PROVIDED BENcEEN UNTREATED V110 1) AND
<br />CONCRETE E Os 1,IASONRY
<br />4, PRESER4t s (INE TL'c ATED WOOD THIALL BE TPEATED € LER A' RA STANDARD U1 TO THE L:1E
<br />CATEGORY EQUAL TO OR I-I1 �IFIE T €iANI THE I EI I I=NDE-D I PPP 1 CA I IO 3 TREATED WOOD
<br />FOR ABOVE GROUND USE TLIALL BE TREA rED TO AWPA 028 WOOD 1f=€ CONT!f4IUIJI>:'a
<br />CONTACT W T I a FRESH WAAT R OR SOIL HALL BE TREATED I ED TO AI'PA I.IC4,k WOOD FOL;
<br />USE 1111 PERMANENT EOtJNDA I RON > SHALL IUD TREATED fED 10 A4°IPA UC4B,
<br />. E/�SIEIIYL� 1ra1D TIMBER COI€k CT_O1 IU3tsD 1t1T=`` I IEA.F{ D '€113OF -1tri L HAVE
<br />CORROS I:ON RES I S i ANCE AS I ND I C°ATE0 IN THL FOLLOWING TABLE, UNLESS OTHERWISE
<br />NOTED,
<br />WOOD TREATMENT CONDITION PROILCTIOPI
<br />HAS NO AMMONIA CARRIER INTERIOR DRY G90 GALVANIZED
<br />CONTAINS AMMOt:11A CARRIER PI E IOR DRY 0185 OR A 85 HO-1 DIPPED OR
<br />fs ON i €IUOUS HOT -'GALVANIZED
<br />I7EIU
<br />PER ASTM A653
<br />CON I Aa' NS AMMONIA CAY R l R I AITEE I OR WET TAPE 304 OR 316 STAINLESS
<br />CON A NS AMMONIA CAaRR I FER L,` I ERI OR TYPE 30 T OR JIS STAINLESS
<br />AZC34 ANY TYPE 304 OR 316 STAINLESS
<br />INTERIOR DRY rCONDI lONS `I ALIL I-IAVE MOOD MO i }T URE C,01'l? E€4T LESS THIAN 19 %.
<br />WOOD MOISTURE C NTENT III O-IIHER CONDITIONS r INITERIOR ';SET, EXTERIOR WET, AND
<br />E1 Im 110R DRY) IS EXPECTED TO ,�=I EEI� 10a1, CONNECTORS I ORs AN[)T E I R FASTENERS
<br />E€xERs
<br />SHALL BE ICIE BADE TAME R I.AL COMPLY WITH THE TREATMENT MANUFACTURERS
<br />Ri r;(TI.a,EENDA! IONS FOR PROTECT 101`4 OF ME t l
<br />6. TIMBER BER CONNECTORS CALLED OUT BY I r T TERS AND NUMBERS SHALL D
<br />SS`I°RONG -T:IF"
<br />BY IIPSON 'COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER OO=2019,EQUIJALLN DEVICES B� 0j111R Al'.�U AC�URERS "i} E S�BSITI11ED, PROVIDED
<br />THEY HAVE I CC -ES APPROVAL FOR E Q UAL OR I RE,ATIEL' LOAD CAP AC I I I E-��, PR'OV I DE
<br />NUMBER AND SIZE OF FASTENERS AS SPECIFIED `I' MANUFACTURER FOR € AXI'I�IUM LOAD
<br />CARRYING ¢i�G CAPACITY, CONNECTORS SHALT. OF INSIALLELI IN ACCORDANCE dI H THE
<br />MANUFACTURER' S RECOI=MEND ATIOiNS,
<br />ALL Ia : JO)STS SI ALL 01_ CONNECTED TO FLUSH BEADS WITH "LUS,: SERIES JOIST
<br />HANGERS. ALL TI i I jO I ST€, SI AI I BE C0i�€1E I TOFLUSH BEAMS vji m " i �rs"
<br />SERIES JOIST H IG RS, ALL Oc�UE E-JOIST ISEAIIS SHALT_ BE CONiIECTED TO FLUSH
<br />BEAMS Wlln I ITr SERI.ES JOIST 'ANGERS.
<br />ffiE RE CONNECTOR STRAPS CONNECT TWO MEMBERS!, PLACE ONE-HALF OF THE iNAlL°,�S €U
<br />BOLTS I.N EACH I MEMBER,
<br />ALL H,iMS SHALL SEE SEASONED rr'aND DRIED AND THE SAME GRADE (MUCAU:IUM)AS
<br />6,IEMB RS CONNECTED,
<br />CONCREETE
<br />8,--i. Az.- ` comm-re`
<br />52 }" i 6 as, 3 � :E B N ��U3Is.a�&E& ��e g:�vot�: s ,ge�.�, vil, i ceim,
<br />t E SHALL ia
<br />f<Srra s
<br />4AD Ut, "0441�_
<br />URAT aI,`nf
<br />CU. .(*.s7"Lr .,1 x �. € �s _Sas;:;.:...5twr„:A +' ,3,qt .. ,. 17.0 u, xL+t `r..riJ -
<br />ANCHORAGE
<br />I EXPANSION SOL I3 1NT0 CONCRETE SIarILL BE STRONG -BOLT 2' WEDGEry ANCHORST AS
<br />MANUFACTURED UREU 8 s' THE SIMPSON STR1 NG TIE COMPANY AND 4,IS T AL LED IN STRICT
<br />CON70RMANC7 TO iCC-ES RE ORT NUMBER ESR--1037; INCLIUIOII`IG MINIMUM EMBEE ENT
<br />REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK; I,IASONRY UNITS SHALL BE.
<br />INTO FULLY GROUTED CELLS, IAPERIODIC SPECIAL INSPECTION IS REQUIRED TO
<br />VERIFY ANCHOR TYPE, ANCHOR DII{`1FNSltUNS, ANCHOR LOCATION', TIGHTENING TORQUE,
<br />HOLE DIMENSIONS, AiNCHOR EMBEDMENT, AND ADHERENCE TO THE INSTALLATION
<br />INSTRUCTIONS,
<br />EXTERIOR SITE A
<br />REPAIR
<br />EXIST.
<br />CONC. � a
<br />—AIIN &
<br />0 9
<br />�eYSS'E.
<br />WMD
<br />D:ICX
<br />EXISTING
<br />Permit#:
<br />B2203-035
<br />Site Address:
<br />5409 5 2ND AVE
<br />Omer:
<br />MICHAEL 13EPHILLIPS
<br />Tenant:
<br />[TenNamel
<br />App. Date:
<br />3/14/2022
<br />Proposed Use:
<br />RESIDENTIAL ALTERATIONS
<br />Description:
<br />NEW EXT STAIRCASE, CONCRETE LANDING,
<br />& CONCRETE WALKWAY
<br />Reviewed By I`T) -
<br />Office Set —job Site Set
<br />EXIST.-a�
<br />UPPER
<br />RE
<br />EXTENT
<br />NEW STAIRS
<br />$, FROM LOSER DECK
<br />4 NEZI fi TO YAWN&CRDEN
<br />COIQC.
<br />SINGLE
<br />—
<br />LAWN
<br />s
<br />T Ail Y
<br />I
<br />'SI DEI
<br />l
<br />Rs S I D E ia~ICE
<br />p IaT �
<br />}
<br />"s.
<br />0=c.
<br />tOc,
<br />x
<br />EXIST.
<br />r,�`' XIS $ Ei.`3
<br />BLOCK
<br />N;
<br />g
<br />STAIRS
<br />TO
<br />i�'i.!r.�S
<br />y�•�..
<br />6.9I
<br />_ ggyym
<br />CI-=. r�'+,,�Oi"'i r ..-. 3 _'�. .. _
<br />UPPER
<br />DECR
<br />EXIST.
<br />�
<br />a
<br />EXIST. £
<br />RETAINING
<br />a
<br />rF P
<br />_
<br />E IST-
<br />Colic.
<br />�
<br />TALL
<br />EXIST.
<br />coNc.
<br />"+
<br />�p y
<br />tl
<br />11- c 0
<br />EXTERIORNEW STAIRS DRAMNG AND NOTES
<br />New or existing _ OPL-A gtaardS 0r1 decks rnare than 30 inches abOvG grade or floor Wow shall
<br />Light �aquirer r Rave members spaced so that a, 4 inch diameter sphere cannot pass through
<br />Guard Openings for required slairway wotes
<br />guards cri the sides IStalaN rays S110 bP- not less than 35 in vvidth.
<br />f of � Iairtreads shaH 2. Stairvay risers shrill be no greater Man a 314
<br />rant alloy., a �, ��` 3, StairWay trawls shall have a €tainirriur i run Of `i 0".
<br />diameter sphere to 4. The length of Run and the height of Riser shall rhos`
<br />vary more than 3/8" in. the run of the stair.
<br />pass through. _ � _
<br />�. Stairs are required -
<br />��� r�r. ire. ,��r�d t� �� illuminated,
<br />height 6, Open risers are permitted if the opening is les$
<br />b than 4'.
<br />7. Tread z�
<br />I nosing
<br />i Thal '. �)
<br />than ` '� : 9 is 4 �/Ei d�. r ,cs
<br />mosa than 114 0n stah1ways
<br />vi h solid risTs.
<br />Except when treads are I V or rnorea.
<br />- & Composite rnateriala may require additional
<br />u
<br />a I stringers,
<br />De&9. All framing and concrete
<br />� r�0�i�m a� � I "� �'�
<br />34-38' above connec
<br />tions will be Dined
<br />} r; tl-aara i y
<br />ti�
<br />Simpson Strong -Tie 12ffiauge
<br />Galvariizod Steel Angles
<br />and I-V2 in. Strong Drive SOS
<br />Guard required W. 10, min. run-' N" � � a heavy -Duty Connector SCEST IS.
<br />move than 30' from nasi ac
<br />to nosingI E
<br />,
<br />Landing rd?rmPROVED I$rrisers �6e ^ in. Less than 4 I�idti�ftaird
<br />KANNING DEPARTMENT TENT s 314' raax, rise.Finished grade
<br />�. " �s�, hum. 'a two)
<br />- ?
<br />�m
<br />A.
<br />)ate:
<br />A�2�7
<br />Fire/Planning Set
<br />56�6ur q-0 `lc)
<br /><m6�_"6N
<br />PROPANE TANKS, NEAT PUMPS AND
<br />OTHER EQUIPMENT OR APPURTENANCES
<br />MAY NOT BE LOCATED IN THE FRONT
<br />AND SIDE SETBACKS. PROFANE TANKS
<br />REQUIRE ADDITIONAL PERMI'I'S ISSUED
<br />BY THE EVERETT FIRE DEPARTMENT
<br />PRIOR TO INSTALLATION.
<br />of
<br />(DIT �' OF EVERETT
<br />REAPPIED FOR OP I-j'
<br />ire
<br />' c
<br />APR
<br />CITY OF �� :T
<br />it Services
<br />SITE PLAN
<br />� Off;
<br />Iv ICHAEL DEPHIL 3 I BPS
<br />PROJECT TITLE:
<br />New Exterior Stairs and
<br />7 l way RepWr
<br />5409 South 2n-I'Menue
<br />Everett I
<br />SCOPE OF WORK,,
<br />1) NEW CONCRETE LANDING
<br />2 NEW EXTERIOR ST%JR-21'
<br />PROPERTY !MFOF�M_ATION:
<br />PARCEL # 00500302700 01
<br />LOT AREA: 7200 sE%
<br />SETBACKS
<br />FRONT 20°
<br />REAR SID 5TRE T 10'
<br />SIDES INTERIOR 5'
<br />LOT COV PAGE: 40%
<br />BUILDI"nNC F'OQTP rNTg
<br />(HOUSE & CAR PORT)
<br />1680 S.F'a
<br />COVERAGE.
<br />1680/7200 = 23°3
<br />RML
<br />ID P
<br />DESIGN: MDP
<br />CHECKED:
<br />I' DP
<br />REVM NS:
<br />1 4/11/22 MDT
<br />ISSUE:
<br />Irm
<br />SCALE:
<br />- N.T.S.
<br />DATE:
<br />February 26, 2022
<br />PROIECTNO: 0000—2022-02
<br />SHEET NO:
<br />NO: 0E STREETS:
<br />
|