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<br /> rataDE51GN GRiTER1A:
<br /> GENERAL CONSTRUCTION NOTES
<br /> 1 abcm,en.euloln,ar.eronmv vl•e.rr,m 34ba1,•xa113' CONTRUCION TYPE VB
<br /> 1 Cduy)mrempbb,ioe, 3-911 11',;x1110' -- -- ---- p
<br /> dl^�•me te6n OCCUPANCY: R3 W'�
<br /> 3 Fta6d i8or'lipaow' 3-IM ALL WORK MUST COMPLY WITH ALL CURRENTLY ACCEPTED CODES.
<br /> + d0 (_(_ -- SEISMIC DESIGN D2 O
<br /> 4 WBefeb Ma,heeeel a l',•12DSwuvM, 3•Imp•xa1�' 2012 INTERNATIONAL BUILDING CODE 12 IBC w 9
<br /> 3-ird bm en46 p';x0.t33' _ WIND 85 MPH r�
<br /> I s R.+meborxmnpwe,Ionil Qy�„®� 2uxoeue oeon<.w�.mlao•ewm E)ROSURE 8 2012 INTERNATIONAL RESIDENTIAL CODE 12 IRC F-1 �
<br /> (3"x111497 epp.ee ddedrtln6leoreev'
<br /> 6 eo�vfaen' 4-1611 x0.135 SNOW LOAD 25 psf AND ALL OTHER APPLICABLE MECHANICAL,/SAFETY CODES. O
<br /> e o`~ioiB�14C°d�� 3-164 p'Ii',-x 0.135' - FROST UNE DEPTH 18 INCHES
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<br /> 1 7 1bnrev aarr ru lm ASSUMED BEARING L ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS Ar d
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<br /> 1 B Aaeriopwwaiomeealea•ellaxeaA Abe toll t6aPsraal35't 11•ov. Sbt� �� OF THE DRAWINGS,SPECIFICATIONS AND NOTES.
<br /> 9 aulMap eo.da,r ny;wa»va'ylpem 166P'y^x11t3s' K••e do•ser+edae (AT NEW FOUNDATONS) 2. DIMENSIONS ARE TO FACE-0F-FRAMING DO NOT SCALE DRAWINGS. FIELD - 1O
<br /> 14 Qw;i ed6vtr,sxopd 4d(2%'x0.13sD l6•oe.4loag rNelye VERIFY BEFORE CONSTUCTION or ORDERING SPECIFIC MATERIALS.
<br /> 11 Coabeeohe asjl be rl 42da,-x1110' GIUVITY LOADS•RE9DENTIAL 3. VERIFY EXISTING CONDITIONS,GRADES AND DIMENSIONS AT THE SITE. LOCATION
<br /> 11 Doa66xeetf a. 1m P•xo.116' wx ROOF DEAD LOAD. 15 psf
<br /> 13 DwNeappWp,move a 10113'x0.1210' 24•on OF BUILDING ON PROPERTY UES WITH THE OWNER/CONTRACTOR BUILDING
<br /> 14 �jMy�=-24ameleaoea U*ft 946d O1/,xo.135' _ ROOF LIVE LOAD: 25 psf
<br /> La soleWI le i�QeLo .�eea 166 P',;xo.lssD L6•o� FLOOR LIVE LOAD 40 psf PERMIMETER AND FLOOR ELEVATIONS SHALL BE EXTABLISHED. BUILDING SET-
<br /> 16 sole Phe widx ormoold"a b,om„0 pad, TI66Dv•xd.133' 16.0.9. FLOOR DEAD LOADS 12 psf BACKS AND HEIGHT RESTRICTIONS COMPLIANCE SHALL BE VERIFIED BY
<br /> 3VCVI'r0.113' _ BALCONY LIVE LOAD: 60 PsF CONTRACTOR,
<br /> 0 sbemau plea,ne.:l
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<br /> PARTITION LOADS: 10 psf 4. LICENSED SURVEYOR SHALL VERIFY EXCAVATIONS/HEIGHTS IF FINISHED ;
<br /> U Tep-lepb....4.e d.9 a166p'y"x01135r DIMENSIONS ARE WITHIN 24 INCHES OF LOCAL LIMITS,PRIOR TO FINAL ASSEMBLY.
<br /> 19 Tap plm.lip 9 a-ald iamwooea,4s atoll 2-Imp•xat9' ROOF SHFATNING:15/32 INCH DOC PS-1/PS-2
<br /> S. A COMPETENT EXPERIENCED MKHANCIAL ENGINEER LICENSED CONTRACTOR OR
<br /> 10 1.6rrebeed bol adpbe.fae edl 7Jd aY;x0.113' - (APA Perfomf6nce rated)
<br /> a=10V• _ PLUMBER SHALL DESIGN THE PLUMBING,HEATING,VENTILATION,SPRINKLER AND ■A
<br /> 21 i•x 6•ehembgbe dlx•ueg,tea e.a 1-•11114:xm0' - Strud-l-Floor 241n o.c rating w/DIP l glue AIR CONDITIONING SYSTEMS. PERMITS FOR ALL WORK V
<br /> 2.ep1.]',• SUB-FLOOR SHEATHING:%INCH DOC PS-1
<br /> 2.116 a'yxoa13' - 6. FURNANCE&WATERHEATERS INSTALL PER DUSK,IRC OR LOCAL CODES. W
<br /> 21 1•x8'eheWv,8m Lee.uop.fce atoll (APA Performance rated)
<br /> 23 Widwdm I•x9•elsmoy.••At•ai WAeerR Sada QJ!3' - Sttud-I41oor 241n oe Rating w/EXP 1 glue. WHEN GAS APPLIANCES ARE LOCATED W GARAGES ALL PLOTS,BURNERS AND
<br /> 4e.ple 1% - - SWITCHES A MIN.OF 18 INCHES ABOVE FINISHED FLOOR and PROVIDED WITH A
<br /> 24 lou,a.m oraiidc,fueom 3-101RY;xa1137 O
<br /> elsor WALL STRUCTURAL PANELS 32/16 INDEX RATING SYSTEM FOR ADEQUATE CONBUSTION AIR SUCH APPLIANCES IN GARAGES ARE
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<br /> 23 Bim)dl.e,be
<br /> eamp prOfaot'.peoowel6bl 96Tyr;x11113' 6'we. 5PLY /DIP IGLUE TO BE PROTECTED FROM DAMAGE WITH BOLLARDS/BARRLERS.
<br /> 1 26 Rl.Jcoe.bl Jng bale pale.e,w 9daWx&II3' 6-o.s. Refer to SHEAR WALL SCHEDULE FOR
<br /> THICKNTESS. . DUCT ALL FANS,VENTS,DRAYER RANGE Ff00DS TO OUTSIDE INSULATE IN UN-
<br /> 27 1•x4•aBmaala.am)olx.aa vas a92=e_10' -.
<br /> z•11139 1'y _ HEATED SPACES. BRC 1502.3
<br /> _ CONNECTORS/FASTENERS: per IBC
<br /> 29 2 aml(pr klx or9l^ea,68ed ol) eel &l6d P'4 IL-IL
<br /> SSIMPSON STRONG-TIE fasteners & KITCHEN VENT FANS OVER 400 CFM TO BE PROVIDED WITH MAKE-UP AT
<br /> n 2 p.uo ptokA x4m-OoaA moO 21611 P'/;xalss7 • 4•ns Recmmrnencled. APPROXIMATELY THE SAME EXHAUST AIR RATE M3503.4
<br /> 30 Eal'upb,dm.dbm,YioA ante Nen eb 46vafolbvx 32•os.r
<br /> Irywe Imp•xat7M' np•oe txxwn 11l r�aM CONCRETE Compression stragth D28 days,psi
<br /> two valla a a1s om•uca evcs
<br /> 31 Lays ltp aPp.Boajobu orrAms 316dp 1"x0.135' ti Ajoi•arNb Slash-grade:3000psi(Intedor/ertedor) 9. WHERE REQUIRED ROOF/FOOTING DRAWS SHALL BE TLGHTUNED SEPARATELY
<br /> 6ao®r R•x 4111 Basement-11
<br /> 2500 psi S%sack TO APPROVED DISPOSAL STORM DRAINAGE CONTROL SHALL MEET THE O
<br /> urevra$••6.131'eeu be•1Y 6 to Footings 2500 psi 555$ack REQUIREMENTS OF THE ENGINEERING DEPARTMENT STANDARD PIAN FOR THE
<br /> 33 yn-7' ®.B p'yx8.731' 6 la CoM.footings2500 5 54 sack
<br /> Pd 1URISICTION GOVERNING THE CONSTRUCTION SITE
<br /> 341'y'-ly. lo6m.a0•xar4t'l a«
<br /> satYyxal3l'aefome4 ra 6 >Z 30.PROVIDE FURRWGS,AS REQUIRED,TO CONCEAL MECHANICAL AND ELECTRICAL
<br /> 3s Vroniil
<br /> WORK W ALL FINISHED AREAS,OBSERVE CODES FOR FLIRE BLOCKING,INSULATION
<br /> 'y-✓ai � rd Yr ear.or l•aewe 3 6 FOR JURISDICTION.
<br /> I f9xabord ehsmna wpk 16 1�
<br /> 36 B'W�iedbbdc 1'/:PNNa6'mfma aa.%�aewar l•emx•
<br /> Abiq m;x 1619,'%mg 3 6 WOOD IN CONTACTWBTH CONCRETE/Df ERROR EXPOSURE IL VERIFY TYPE,MANUFACTURER AND LOCATION OF ALL PLUMBING FIXTURES,
<br /> 37 '6's>vs+errd i r)•s+�lmeeo.10.ft.s F--1 . SHALL BE TREATED WITH PRFSERVATNESPER ACZA/AWPA FAUCETS,DCKXLS,WINDOWS,CABINETS,HARDWARE,LIGHTING FIXTURES,AND
<br /> 1'yioe;I%xvs.Type w ora 7 7
<br /> t','pM1�d••m9.ieWbgtr.6, and BEAR THE AWPB MARK APPLIANCES WITH OWNER PRIOR TO PURCHASE OR INSTALLATION.
<br /> Y' 1i; Is/;ease x,Typewas 7 7 USE Wth PRESSURE TREATED WOODS 12.IN SEATTLE PROVIDE DEAD BOLT CATCH OR APPROVED LOCKING DEVICE PER
<br /> - •°°°•""d"ve"'Km°e."."°a°a.'.'4e�r•ra NEW PRESSURE-TREATED WOOD IS HIGHLY CORROSIVE ALL BOLTS, SEATTLE BUILDING CODE
<br /> 311 :nsm
<br /> '/;rale. 6°° ed(a• 'adt> 6 12 NAI ING,HANGERS,FASTENERS W CONTACT WITH PT LUMBER MUST
<br /> 1011emnm R'yxa0l're 13.OBSERVATION VISITS TO THE SITE BY DESIGNER AND/OR REPRESENTATIVES SHALL
<br /> LA
<br /> 40 +�--1• Bdeem®R'/-x11131'm er BE A MW OF:TRIPLE ZINC Z-MAX(G385 per ASfEM A553) NOT BE CONSTUED AS INSPECTION NOR APPROVAL OR CONSTRUCTION.
<br /> 9d 6efamN Ri;x0.00'10.0 6 u HOT DIP GALVANIZED(ASTM Aim for CONNECTORS) �)
<br /> a ri;-l',• ad arooe p'xa0.1201 r 6 11 14.ALL WORKERS ON SITE SHALL BE KNOWN TO CONTRACTOR AND THEIR SAFETY A G
<br /> mdesormed R'yx0.120'•40 (ASTM 153 for FASTENERS.ANCHORS)
<br /> FIRST PRIORITY. O
<br /> 1S.WHEN IN DOUBT.-.-4510
<br /> SMOKE DETECTORS:IRC 314 _
<br /> ' NEW CONSTRUCTION/REMODELS REQ.A PERMIT:
<br /> LOCATIONS: •IN EACH SLEEPING ROOM
<br /> • OUTSIDE SLEEPING ROOM IN I4MEDITATE AREA TRUSS NOTES WOOD MEMBERS:
<br /> • ON EACH FLOOR p HABITABLE ATTICS,BASEMENTS) STRESS ANALYSIS AND DRAWINGS/DETAILS SHALL BE STAMPED BY AN i
<br /> ndudk'9 STUDS{MATES HF SND
<br /> • SMOKE DETECTOR RANGE 15 FEET APPROVED STATE of WASHINGTON REGLSTFRED ENGINEER JOISTS/RAFTERS 2118-2x12 HF#2
<br /> ALARM DEVICES INTERCONNECTED SO ACTIVATION OF ONE ACTIVATES ALL DRAWINGS/DETAILS SHALL BE ON-SITE FOR FRAMING WSPECTOR. BEAMS/HEADERS 4x6-4 x12 HF tl
<br /> WSEC 2012 PRE-MANUFACTURED TRUSSES SHALL BE IDENTIFIED BY MANUFACTURED'S STAMP. POSTS
<br /> 01
<br /> Washmgtm Shan Enau Code - CARBON MONOXIDE ALARMS USE APPROVED/APPLICABLE TRUSS SUPPORT HANGERS. 6x OF#1 ,
<br /> McM�Zm1e 64ALL ROOF TRUSSES SHALL BE SO FRAMED AND INTO THE FRAMEWORK SO AS TO
<br /> BIC 315.1/RCW 1927530 TOP FIBER BO1T FIBER
<br /> WINDOWS(VERTICAL) .30 • REQ'D OUTSIDE SLEEPING AREAS IN HOMES WITH FUEL-FILED APPLIANCES or FORM AN INTEGRAL PART OF THE WHOLE BUILDING,ROOF TRUSSES SHALL
<br /> GIB 24F-V4 1200 psi 2400 psi
<br /> HAVE JOINTS WELL-FITTED AND SHALL HAVE A.I.TENSION MEMBERS
<br /> SKYLIGHTS .50 ATTACHED GARAGES. WELL TIGHTENED BEFORE ANY LOAD E PLACED UPON THE TRUSS. GLB 24F-V8 2400 pm 2400 psi
<br /> CEILING R-49 • MUST BE HARD-WIRED or PLUG-IN STYLE(NOT BATTERY) PSL 2900 psi 2900 psi
<br /> DIAGONAL AND SWAY BRACING SHALL BE USED. LU
<br /> WOOD FRAMED WAIL R-21m o. • INSTALL 770N 1F BWNER RMlTOCC REQ'D. ENGINEERING DATA AND DETAILS SHALL BE APPROVED BY THE BUDDING OFFICIAL
<br /> (SO Head(renting ni. inches o.c. F.XEMP)70N.IF OWNER OCCUPIED BEFORE 7-26-2009.MUST INSTALL BEFORE SALE OF HOME. REBAR per ASTM A615
<br /> Headersweft min.of R-10) BEFORE ANY FIELD CHIT OR TRUSS ALTERATION.
<br /> FLOOR R-30 - FIELD IDENTIFICATION OF LIGHT METAL PLATE-CONNECTED TRUSSES S REQUIRED
<br /> . #4
<br /> %4 or LESS GRADE 40115 or GREATER GRADE 40
<br /> BELOW GRADE WALL 10/1521 INT+TB• INFORMATION BRANDED MARKED OR OTHERWISE PERMANENTLY AFFIXED _
<br /> SLAB FLOOR 10,2 ft+'" TO EACH TRUSS SHALL CONTAIN THE FOLLOWING: UNCECS O7NFRWlSE NOTED'UNCI'
<br /> IDENTIFICATION OF TRUSS MFGR Co.
<br /> • R-10 cooti•uous insolation on exterior ofwall,or R-15 on the THE DESIGN LOAD
<br /> continuous insulation on the interior ofwali,or R-21 cavity irmladon THE TRUSS SPACING.
<br /> plus Thermal Break between slab end basement wall et the interior
<br /> of the b-1 wall
<br /> WHENEVER POSSIBLE USE
<br /> • "1011521 I T'B^scall be pamimed m met et with R-13 cavity insulation
<br /> AMERICAN MAGE PRODUCTS
<br /> w the interior of the basement wail plus R-5 continual insulation on the
<br /> IN YOUR CONSTRUCIION PROJECT.
<br /> inteior/car mofthe wall. KEEP OUR FELLOW CITIZENS WORKING.
<br /> • 'IWIr meant R-IO"mi.-insulation on do inferior«wtarior of LIST OF AMERICAN MANUFACTURERS
<br /> thehome«R-13i-Leion.1theinteriorofdsebascn,eat-11. ECALLFORE YOUDIG 8>> AVAILABLE ON REQUEST.
<br /> Ill*means thermal break between floor slab and basement welt.
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