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HomeMy WebLinkAboutBLD-2009-0367 - RESIDENTIAL REMODEL 0927903-1 0048 10/06/2009 001 9 Permit Fees 008471 $952.72 G1S Y U City of Anacortes Permit#: BLD-2009-0367 a 904 6th Street Issue date: 10/06/2009 ■+ P.O.Box 547 Expire date: 04/04/2011 Anacortes, WA 98221-0547 .` (360) 293-1901 Job Address: 1014 4TH ST Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-1511 Project: APN: P55045 Remarks: 588 square foot addition, remodel interior and remove some walls. Owner: MARK EDSON Contractor: KREIDER CONSTRUCTION INC Address: 14820 GIBRALTER RD Address: 13142 PERSONS RD ANACORTES WA 98221-8622 BOW WA 98232-7222 Phone: ( ) - Phone: (360)421-1901 License#: General Information: Fees: Building Valuation 61892 Building Permit Fee 319.00 # Forced Air Furnace—1,000 1 Plan Review Fee 207.35 #of Ventilation Fans 1 State Building Code Fee 4.50 #BOILERS < 100000 BTU 2 Traffic Impact Fee 346.92 Mechanical Permit Fees 74.95 Total Calculated: 952.72 Deposits/Receipts: 0.00 Total Due: 952.72 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF L S AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRAN G OF A PE IT D ES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR L LAW REGU TIN ONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OK OWNER OR AUTHORIZED AGENT IS79UED BY I 1 2 0 0 T-0" T-8" ————————————————————— ——————————————————————— ----- APPLICANT: 3E DEVELOPMENT, LLC G" x I G" VENT I G' x I G"VENT Project Name: SITE ADDRESS: 1014 4TH STREET GALVANIZED 5TEEL—U ALVANIZED STEEL—, NOTE: RAMP WIDT = 5'-0" MINIMUM SECTION: !8 TOWNSHIP: 35 RANGE: 02 /� FOC Q I 1014 4`_h Re5trOOm H PROPERTY I.D. NUMBER: P55045 / 1 FOC A NOTE: HANDRAILS NOT REQUIRED WHERE JURISDICTION: CITY OF ANACORTE5 �/ ��/ RAMP K15E DOES NOT EXCEED G" ZONING: COMMERCIAL o EPDXY PAINT AREA I AT FLOOR. 5'-0" UPPER 5'-0" MIDDLE 5'-0" BOTTOM I Architect's Project Number: LANDING 6'-O" RAMP @ 1 : 12 LANDING G'-O" RAMP @ 1 : 12 LANDING LOT SIZE: +/- 2C,5G 1 S.F. 104 NEW BUILDING AREA: 41 1 S.F. I I Ln I OI I NEW BUILDING COVERAGE % OF LOT: 21% — BUILDING HEIGHT: +/-17' I Ll � 1 BUILDING AFORMATION �,. FLOOR DRAIN FLOOR DRAIN CENTERED NEW WALKWAY RAMP DOWN AT WEST ONE STORY I CENTERED Project Address: I `� TILE FLOOR 03 1014 4th Street CONSTRUCTION TYPE VA 1/4' = 111 OCCUPANCY TYPE B — Anacortes, WA 98221 NO FIRE PROTECTION SPRINKLERS NOTE: LAYOUT OF MEWS N AND WOMEN'S TOILET 18" VERTICAL GRAB BAR ROOMS IS MIRRORED TOP AT +59" AFF I MEN STORAGE I O Owner: I v 3E Developrnent, LLC TOP OF HORIZONTAL GRAB BAR AT +34" AFF i G" x I G"VENT I G"x i G" VENT GALVANIZED STEEL GALVANIZED STEEL- 0 3 RD STREET i I Owner's Address: 14520 Gibralter Road Anacortes, WA 98221 p �p ELECTRIC WATER HEATER EEO E o I IN MECHANICAL •— I — PREP SINK, CENTERED FLOOR DRAIN ---- I Drawn: CENTERED I r I 24 May 2010 ATTIC ACCESS DOOR I I i i 3/4 HR RATED, KEYED 102 r/ Z I I I TILITY SINK L -- ---J EPDXY PAINT I Revised: NOTE: COORDINATE ALL UTILITY CONNECTIONS WITH AT FLOOR Q I CITY OF ANACORTES AND UTILITY COMPANY 1 0 00 I I G' x I G" VENT \\ EXISTING BLOCK 32 I LU GALVANIZED STEEL— G SINK WASH O SEWER I I [t - CLEANOUT� Z n I' NEW CONCRETE DUMPSTER PAD PER COA AT FLOOR f FOXY NT NEW (4) 9'x 18' ASPHALT PARKING STALLS I \ I 5'reet Contents: NEW UNDERGROUND NEW CONCRETE PAD Q Site Plan NEW SEWER P 5 S 1 -- Q A/A2 CENTERED A/A2 POWER —J I FLOOR DRAIN I Floor Plan CONNECTION 1 6 ALLEY 205.8G'NN 89D58'46' W U 56' x GO" CLEAR FLOOR O P PROPERTY LINE EXISTING SPACE AT WATER CLOSET N CONCESSION BUILDING LLl TILE FLOOR KESTROOM F o I o ® I NOTE: PROVIDE ELECTRIC UNIT HEATERS I DOWNNEW F I IN 3 LOCATED INAMECHIANICAL OOM SET TO I I I I O GQ" DlA TURNING SPACE FLOOR DRAIN � I I w '� U I CENTERED PROTECT AGAINST FREEZING NEW CONCRETE z L — EXISTING ?Ip I I WALK p BUILDING o NOTE: LAYOUT OF MEWS U w 0 p AND WOMEN'S TOILET 3 NOTE: SITE 15 FLAT O ROOMS 15 MIRRORED ! p EXISTING STORM OI� I / nJ DRAIN, APPROX p � NEW WATER LINE 01 EXISTING p w CG I 76A1 l'^ LAWN z —• I r. Eta EXISTING — — 3 BUILDING I ^ m 30" x 46" CLEAR FLOOR SPACE A. LAVATORY m I I OOKS J MIOLIt c iC'! 2=84' l O I N FaYAYE OF t'Au".;�W S EXISTING CONCRETE SIDEWALK EXISTING CONCRETE SIDEWALK ° I G" x I G" VENT I ■ l 46" x 48" CLEAR FLOOR i SPACE AT PUSH SIDE DOOR GALVANIZED STEEL L_ 1 I �— EXISTING WATER METER I R FOC I FOC R !� O CF 4Th STEET ROOF OVERHANG, ABOVE / G" x I I VENT FREEZE RESISTANT RECESSED U —� GALVANIZED STEEL HOSE BIBB, KEYED DOOR W P, L--- — ------ --------------i ------------------J x 517E PLAN U � a N O R T H z q O C U o O O A ` ' - - NOTE: ALL FIXTURES AND EQUIPMENT TO BE MOUNTED TO MEET THE REQUIREMENTS OF ADA � � A � rn i� 2 FLOOR PLAN oM Q __._. SPECIFICATIONS N O R i 11 O N F 1/2" = 1 _0 � DOORS: 3'-0" x 7'-O' CURRIES 5DI-100 FLUSH SERIES, INSULATING CORE, LEVEL 2, HEAVY DUTY MODEL 1 , 18 GAUGE HOLLOW METAL FACTORY GALVANIZED AND PRIMED. FACTORY PREPPED FOR HARDWARE. PROVIDE CLOSERS AT SINGLE DO M N y DOOR FRAMES: 2" FACE x 8' DEEP CURRIES 5DI-100 SERIES, HEAVY DUTY 16 GAUGE. ONE PIECE WITH INTEGRAL STOPS, WELDED. FACTORY GALVANIZED AND PRIMED. INCLUDE OPENING FOR I " OBSCURE GLAZING TRANSOM LITE. FACTORY PREPP HARDWARE TOILETS: KOHLEK KIN5TON 11330 WALL HUNG ON CARRIERS. TRIP LEVER PER ADA. WITH SEAT. TOILET ROOM LAVATORIES: KOHLER KINGSTON K-2005 WALL HUNG WITH CARRIERS. MOUNT PER ADA, GRAB BARS: BOBRICK SERIES 8-6806 I 1/2" 5TAINLE55 STEEL SATIN FINISH, FLOOR DRAINS: ZURN, CAST BRONZE, SQUARE SERVING COUNTER: CUSTOM 14 GAUGE 5TAfNLE55 STEEL WITH SELF EDGE EACH 51DE ON I 118" MIDI SUB TOP. COUNTER DOOR: COOKSON COILING DOOR, PU51­1 UP, CLEAR ANODIZED ALUMINUM: ROOFING: CHAMPION SNAP LOCK, 12" WIDTH. CHARCOAL COLOR. Al CMU: 8' x 8" x I G" SMOOTH FACE ADDITIONAL EQUIPMENT AND FINISHES AS SELECTED BY OWNER PERMIT I -HP ROOF CEILING GA FILE RC 2605: Project Name: ONE LAYER 5/8" PROPRIETARY TPE X GYPSUM WALBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT O 4 4th Restroom ANGLES TO RESILIENT FURRING CHANNELS I G` O.C. (1 2" O.C. WHEN INSULATION 15 DRAPED OVER CHANNELS) WITH I" TYPE 5 DRYWALL SCREWS 1 2" O.C.. GYPSUM BOARD END JOINTS ATTACHED WITH SCREWS 8" O.C. TO ADDITIONAL PIECES OF CHANNEL GO" LONG LOCATED 3" BACK ON EITHER SIDE OF END JOINT. RESILIENT CHANNELS APPLIED AT RIGHT ANGLES TO BOTTOM CHORD OF PITCHED WOOD TRUSSES 24" O.C. WITH 1 1/4" TYPE 5 SCREWS. GLA55 FIBER BATT INSULATION SECURED TO WOOD STRUCTURAL PANELS OR DRAPED OVER CHANNELS, OR L005E FILL INSULATION APPLIED DIRECTLY OVER B A GYPSUM BOARD. TRUSSES SUPPORTING 1 5/32" WOOD STRUCTURAL PANELS APPLIED AT RIGHT ANGLES TO TRUSSES WITH CONSTRUCTION ADHESIVE AND GO RING SHANK NAILS 1 2" O.C.. OPTIONAL CEILING 2 DAMPER (REFER TO MANUFACTURER FOR INFORMATION ON THE TYPE OF DAMPER). 4'-0" NDi 20--0" 4'-01' PROPRIETARY GYPSUM BOARD - UNITED STATES GYPSUM 5/8" 5HEETROCK BRAND FIRECODE C Architect's Project Number: 2 I 1011 GALVANIZED GABLE VENT 1 2 2 Project Address: 8 1 014 4th Street STANDING SEAM METAL ROOFING STANDING SEAM METAL ROOFING STANDING SEAM METAL ROOFING Anacortes, WA 9822 1 / ICE AND WATER SHIELD 3/4" PLYWOOD SHEATHING, GLUED AND NAILED PER NOTE, ABOVE 2i ' MNFRD ROOF TRUSSES @ 24" O.C. O OBSCURE OBSCURE 12 wner: RELITE RECITE I '-G" TYPICAL OVERHANG 3E Development, LLC +7'-4" 3" GALVANIZED PIPE PANLEADER GALVANIZED PIPE 8� RAIN LEADER O NOTE: I -HP ROOF/CEILING PER GYPSUM ELECTRICAL ASSOCIATION FILE NO RC 2605 COILING COUNTER O i DOOR METER +3'-6" 102 103 8" SMOOTH FACE CMU 8" SMOOTH FACE CMU TRUSS DE51GN BY Owner's Address: STAINLESS STEEL TRU55 MANUFACTURER COUNTER 14820 Gibralter Road Anacortes, WA 98221 T1-7L METAL FASCIA 6'.Is•vE"T s'.I6'vfM TOP OF CMU + 10'-0" MATCH ROOFINGITH DRIP TO sreEL cnLvnwzED sTeeL cuvnvrzeD EAST ELEVATION NOTE: ALL VENTS MADE FROM HEAVY GAUGE NORTH ELEVATION GUTTER TO MATCH ROOFING Drawn: STEEL, GALVANIZED, WITH HEAVY GAUGE MNFRD ROOF TRUSSES @ 24" O.C. _ R-21 GLASS FIBER INSULATION N I/4" = I '-0'I BUG SCREEN /4' = 1 I_pll /2" CDX PER STRUCTURAL 24 May 2010 RESILIENT FURRING CHANNELS @ 16" O.C. MNFRD ROOF TRUSSES @ 24" O.C. LAYER PROPRIETARY 5/8" GWB R-21 GLA55 FIBER INSULATION HARDIE PANEL SOFFIT RESILIENT FURRING CHANNELS @ I G" O.C. 1 LAYER PROPRIETARY 5/8" GWB WOMEN Revised: CONCESSION 00 8" SMOOTH FACE CMU REINFORCED AND GROUTED FULL NOTE: I-HP WALLS PER IBC EPDXY PAINT OVER CMU WALLS 8" SMOOTH FACE CMU TABLE 720. 1 (2) ITEM 3-1 .4 TYPICAL AT INTERIOR WALLS REINFORCED AND GROUTED FULL Sheet Contents: �y EPDXY PAINT OVER CMU WALLS Exterior Elevations A U TYPICAL AT INTERIOR WALLS Building Section 4'-0" 20'-0" 4'-01 SINK 3 N I 2 8"TILE BASE 8"TILE BASE EPDXY PAINTED CONCRETE FLOOR CONCRETE SIDEWALK, SLOPE TO 12 12 GALVANIZED GABLE VENT DRAIN AWAY FROM BUILDING 8 8� STANDING SEAM METAL ROOFING NOTE: I -HP FLOORS PER IBC TABLE 7 20. 1(3) ITEM I-I . I TILE FLOOR W/EPDXY GROUT, SLOPED TO DRAIN EPDXY PAINT FLOOR FINISH 7641 �l � ,e 4" MIN REINFORCED CONCRETE SLAB SLOPED TO DRAIN BOND COAT MOISTURE BARRIER OBSCURE OBSCURE OBSCURE SLOPED REINFORCED MORTAR BED COMPACTED STRUCTURAL FILL RELITE RELITE RELITE 4" MIN REINFORCED CONCRETE SLAB MOISTURE BARRIER NOTE: REMOVE LOOSELY CONSOLIDATED AND ORGANIC OOKS J.MI l 3" GALVANIZED PIPE COMPACTED STRUCTURAL FILL TOPSOILS TO STRUCTURALLY SOUND BEARING 501E "a? YEOF4`:r RAIN LEADER PLACE AND COMPACT IMPORTED 5UB-5LA13 STRUCTURAL FILLS AND SHAPE AS NECESSARY FOR MONOSLAB FOUNDATION SIGN "MEN" SIGN "WOMEN" 04 I O5 06 8" SMOOTH FACE CMU BUILDING SECTION LOOKING NORTH �A/ U N !01 W rn I I-T] I I TI I I I I T- T i IT 16'v l6'WIT FCf55E0 IE'r IEVENf U GALVAWAD 5TCCL hO EBIBB GALVANILfO STCCL � Vi U WEST ELEVATION SOUTH ELEVATION Z Q O a 1/4" — 1'-0" 1/4" = II-OIL N w O I-a N Q � O � � O y O N F � V Qa +t N A2 PERMIT 1520 Parker Way- Suite 'G' o^ c LU WEST COAST ENGINEERS, Inc. Mount Vernon, WA 98273 m Structural and Civil Engineeringa e E N o m a o ` 09N o m Phone: (360) 424-3401 a d A a m o = m ti z o m o a n Fax: (360)424-2063 3 o a E e y o ° N - g - --- --- - --11--- -------- ---�``.,,�I---------- ----- -------t�'��—._.------ ------ E 11 - -- ---I > '" .c O O Lq O C C N > s- L--.� �V I U E � .� o c A o o � m -65 o � -,_ o m ct w to s o y w = c 2 .n..... .... y O Y1 p G Gravity And Lateral Analysis, _ 2 - wo a h = > m for 3 3 0 0 `, N o E m = Project Name: rn ........... . � Lo m � ~ ? £ �`o oci u� c_ y E > > - > o c ........j ........ ..... ..b.. m > y a Q ,% ', rO�eC E 3Z �I 1014 4th Restroom 1014 4t" Restroom j a _ o N m w Eay o cc - -m o a i m my m � 3 Located at: 10144 St., Anacortes, WA m o - (DJ c u, = a G 0 o a:� lf/rl U m > E U U .U C91 IY E y 3 m � y c O : c � c>i � u�i ->o c c Eo ctu > � W f- i' J -4 � I For: Brooks Middleton, Architect N a m o 0 8 o Y L o 3 WCE Job Number: 030-10 �, 2 - ...........r........... ........ Oa E N E T N a H - a o ion n May 21, 2010 - � � � � 0U No = w E g � � e � �N -- G�i} F- w 0 - m o u m o f o� o� r o c m Architect's Project Number: > E > o > o c = o o a c -.. J °10 3pE = oN J E E o 0 0 3 E Exm y m o y 3 � '«. E c -�U'-�U -�U' 1011 R w C d c °C J 13 m e (O j Z5 s 'L K i m > 4 'C C �-at+ , c v Q o 6 3 0 r� .....c._p...._F,..._e_. . o > o c 0 . > m u �I t� m9 'of o � - > m o > x x _ f..f C c c @ o m a u > c :: J h E - a E mat OF W��li/ -:.- _ A u w ._ ^ w 3 2 a > '_ �. J m o a `m o 0 3 _-. — _.-_ - ._ j 0 1 Project Address: .. ,n O L O N �' L1 L 2 .I M ! '� , y w o a N in �- a �' a�y .. �..o @ a N 3 3 a m _ — -- - ! 10I 4 4th Street .._ .. _ a - N c t o ... ..-i. . ..., . m w > o c > �.., u Anacorte5, WA 98221 1 n E �o o u > m L 'O J L - - a 'O t 3 O w m r 2710 %' g Y c E a y E m n E -3 o x m N > y R E o ..---- ---------------- ------ ----------- ---- - -----/-'-�- ----- -------- - ------ -'\.._., --\ -''. U u cO 3 N O E O - O 3 ,.: y E R > y = > Or E > C/4 t'Ar `/�/ E > o E m H t E w .c 'A W w o 'o a Z L F' 11 � r I N M f o s ti N 0. 0 > E a EXPIRES 9/19/2011 a o. w d > » ^' O > d v > W c c c m E j J o `o `o 0 o E ^ c c Owner: INDEX. 3 3 LL d C L l u° i 3E Development, LLC A 3 J J J Design Sketches. Pages SK1 - SK4 3 N w Standard Specifications. Pages B - F Calculations. Pages L1 - L21 Total Number of pages excluding cover sheet: 30. Roof(Horizontal) Diaphragm Types (Assuming Douglas Fir Framing) Continuous Footings Owner's Address: Notes, DISCIairl7efS' Nail size. Min. Nailing Min distance FootingFooting to 14820 Gibralter Road • West Coast Engineers Min- Embed. Is 1- Diaphragm 9 Allowable West Coast Footing Size"' below exist'g g P Additional g' (WCE)takes no responsibility for items not specifically addressed within this West Coast E r. Panel Ed es Distance,at Field Nailing shear(per E r Footin bottom rebar rebar(2" report set. 9 thickness and g 3/8" For ad, Edge Nailing ether Panel Distance, 2008 IBC Info. (3"cover) cover) p 9 g " g (width x height)in. grade to bottom of Footnotes nacortes, WA 98221 Horiz. Blocked or • This report is valid only for the specific project shown above and herein. Further, this report is valid Diaphragm Type Type of Unblocked And Distance, Edges, Maximum Table footing only if it is stapled or otherwise bound as it originally left this office, and contains all of the sheets as Sheathing 1-1/2"For Maximum Maximum 23os.3 1) CF1 12"x 18" 18 in. (2)#4 coot. I a 10d. ................i...................................i................................. ......... ........................... originally oun Any sheets that are not bound to the original complete set are not valid and shall not :..................cked,....:.........._................ be used (excluding authorized, stamped addendums). 1 Ply Unblocked, 8d s"CC 6"OC 12"OC W10d-335 elf CF2 12"x 8" n a (2)#4 coot. a r=1 5132 Y ........................................................................................ ...-.. • The calculations shown herein, if any, do not necessarily include all possible calculations that could Case f._. i seis-zoo elf. - - '""........... "'"" ..,...................................:...................................,.................................;.......................I...........;..._............. . . ....... Drawn: be performed for this project. For example: certain items may be designed by inspection; only the worst Footnote 1 Footings are to be centered under the centerline of the stem wall. case loading scenarios may be included; etc. Footnote 1 PI Cox. C-C, or C-D plywood OS6 of similar thickness and span ratio may be substituted for I y= p y p g y plywood. Concrete strength =2,500 psi. Reber Grade=40. Assumed basic bearing capacity of 24 May 2010 This represents maximum nail spacing at diaphragm boundaries of all cases, at continuous panel edges Footnote 2 soils=3,000 psf Footnote 2 parallel to load of Case 3 and Case 4, and at all panel edges of Case 5 and Case 6. WEST COAST ENGINEERS, Inc. Footnote a continuous footing ism that is red with slab, see Det. i and B. Provide dowels for each 1520 Parker Way#G, Mount Vernon,WA 98273 CMU wall vertical rebar that is embeded minimum 24", bend as necessary. Phone: (360)4243404, Fax: (360)4242063 Rev sod: 00 Boa �0-10 �t� T�.�.l, ��>I IZo �r1.! �o� G>30—�� �� v��✓ _�E4j�oi`t roe D'3©-1t7 Z,6 WEST COAST ENGINEERS Inc. WEST COAST ENGINEERS, Inc. ; r �IG� �. WEST COAST ENGINEERS, Inc. Cr " SHEET N0. � Or STRUCTURAL AND CIVIL ENGINEERING STRUCTURAL AND CIVIL ENGINEERING STRUCTURAL AND CIVIL ENGINEERING (. / ^ v C� _ c5/ZI/t PxoN_: 360 4 434 4 ra • F3 CHc-U'-4 p�E). rJ,-p�ii \� Sheet Contents: 1 AL JJiIE� B DNiE ' y --- 1520 PARK'cR WAY, SUI-C ;G, Mr. VERNON. WA 98273 CALCULATED BY DATE � �) l O 1520 PARKER WAY, SUITE #G, MT. VERNON, WA 98273 _ 1520 PARKER WAY, SUITE #G, MT. VERNON, WA 98273 _ DA E____ _— E ( ) 2 0 x. (360) 42w 20_ �E ------- Structural Plan PHONE: (360) 424-3404 Fax: (360) 424-2063 CHECKED BY _ pA,TE PNON (360) . WWW W Fax: (360) 24-2063 DECKED ov _ - WEa Www,w oaSTEUG coM_ - WEB: WWW.WGOAGTENG.COM II SCALP - ._ �U �� � � L y! - + -GALE �E� I � .. ._ _....__ -.__..'. Structural Details WEB: WWW.WCOASTENG COM RL L �� F •�T�J L 2H u Ta GN u = -= v cl�6?0(✓ t— u P� 1 -- tKMrt E LU I 6KO(IJ Ede, �� vtiS SeP C�k tx/ W 'r:: ! �lcl� S I M� � � [-{- � % ���rY ��•5 � j /. aq �F- - : PC Co tJ U wrC_J_ F' N — -- -- t,-tiN,1 w/ ! 3 TAP C-00 a o GC tv i� s ,� CD� I FT - I , CJcRr',! PERMIT C p STANDARD STRUCTURAL SPECIFICATIONS: 8) COMPETENT CONSTRUCTION PERSONNEL: 13) CONCRETE REINFORCING: 1) LOADS. a) Only competent personnel familiar with construction and safety practices germane to the project a) Strength. Splicing Bending. Reinforcing bars (rebar) shall be per drawings and sketches attached. shown herein should be employed to assemble and construct the work. and shall be grade 40 (Fy = 40 ksi), unless noted otherwise. All reinforcing shall be detailed, a) Following are the loads used for the subject design /analysis: 9) TEMPORARY SUPPORT AND BRACING: bolstered and supported in accordance with applicable ACI code. Bars shall be bent with minimum Roof live load: 16 psf vi) 8" CMU wall dead load: 92 psf 6 bar diameter radius for sizes up to and including No. 8, and 8 bar diameter radius for bars larger a) General, Provide adequate temporary support to all walls, roofs, beams, columns, and floors than No.8. it) Roof dead load: 15 psf vii) Exterior wall dead load: 12 psf during construction. Design of same is not included herein, unless specifically shown. Contractor or owner should check all temporary-supporting devices with a qualified person. Contractor shall b) Ties. For reinforced concrete beams, walls, columns, pilasters, and any other element wherein the Project Name: iii) Snow load: 25 psf(ground) viii) Seismic Base Shear, V= 0.153 x W. be responsible for the adequacy of all temporary and/or permanent support systems. main reinforcement bars are enveloped with tie bars (a.k.a. stirrups), the ties shall be bent with the least radius of bend so as to envelop the main rebars without the tie bars cracking or breaking. The 1014 4th Restroom iv) Snow load: 20 psf(balanced) ix) Wind: 85 mph 3-second gust wind 10) CONFLICTS OR ERRORS IN PLANS: tie bar ends shall overlap the main bars at least one bar diameter. The diameter of bend shall not v) Snow load: 25 psf(unbalanced) speed. Exposure 'D', be smaller than the diameter of the main bars in contact. a) Contractor shall verify all dimensions and `fit' conditions in the field. Should the Contractor or 2) APPLICABILITY OF THESE SPECIFICATIONS: fabricator note any conflicts or errors in the Plans and/or specifications, they shall be brought to the c) Slabs, Reinforcement for slabs which will not be subjected to vehicular traffic shall be WWF, a) These specifications shall be adhered to for all work addressed in this report. immediate attention of the Engineer. If any questions arise during construction pertaining to any 6"x6"x10ga. or#3 at 24" O.C. each way, centered in a 4" slab. As an alternate to this reinforcing, structural matter, the Engineer shall be consulted immediately, Forta FERRO structural fiber mesh (or equivalent) may be used per the manufacturer's specific b) Some sections of these specifications may not apply to the scope of work of West Coast Engineers, 11) FOOTINGS, FOUNDATIONS, SLABS ON GRADE: instructions and requirements below. Contact Forta at (800) 245-0306 or Marten Hansen at (360) (WCE). Use of these specifications for work outside of WCE's scope shall be at the sole risk of the 650-9038. Note that the maximum slump of concrete having fiber mesh is 3". The contractor must Architect's Project Number: Contractor, a) Geotechnical Report. Soils analysis and geotechnical report for site was provided by Geotechnical install construction joints or saw-cuts per specs above or per Forta requirements within 12 hours of 1011 3) LIMITED SCOPE OF WCE'S WORK: Engineering Services. concrete placement (sooner if possible). a The scope of work of West Coast Engineers b) Foundations. Footings on Soil: General. All footings to bear on undisturbed existing soil, unless d) Welded Wire Fabric. Welded wire fabric (WWF) shall be ASTM A-185, Splice by lapping one P g (WCE) is limited to Lateral and Gravity Analysis otherwise shown in the plans or calculations. All organic and deleterious material beneath the mesh +2" all sides. (structural concerns only). WCE leaves issues such as thermal / moisture detailing, ingress / footings, foundations and slabs to be removed and replaced with granular fill compacted to 95% egress, insulation, and fire / life J safety concerns other design professionals. WCE takes no relative compaction. Bottom of footings to be below locally prescribed frost zone, not less than 18". e) Hooks. For 180 degree hooks, provide a minimum of 2-1/2 inches or 4 bar diameters extending responsibility or liability for items not specifically addressed ssed in the talcs, sketches, or call-outs. Replace all over-excavated areas with granular material compacted in 8" maximum lifts to 95% beyond the bend. For 90 degree hooks, provide a minimum of 12 bar diameters extending beyond b the bend. Project Address: All structural and other matters not shown or addressed in the following calculations and sketches Relative Compaction (RC). All footings are proportioned and designed for 3,000 psf allowable soil do not form part of the scope of work of WCE. bearing pressure (per soil report). f) Cover. Provide the following minimum cover: 1014 4th Street c) Structural analysis, design and specifications apply for one structure at the location shown in this c) Foundations, Footings on Bedrock. Footings sized for bearing on rock assume that the rock is i) Footings and other unformed surfaces, distance from the bar to earth face...3" Anacortes, WA 9822 1 report only. WCE cannot be held liable for unauthorized reuse of this work at a different location(s). unweathered. unfractured competent bedrock capable of 4,000 psf bearing pressure. minimum. If rock is slightly weathered and / or visibly mild) cracked, the bottom area of all footings shall be ii) Formed surfaces in direct contact with earth ......2" 4) OWNERSHIP OF THIS REPORT: 9 Y Y Y increased by 50%. If there is no rock, or heavily fractured / cracked rock in the location of a footing iii) Surfaces exposed to weather........................1-1/2` a) Ownership of this report, all calculations, sketches, and other intellectual information pertaining to sized for bearing on rock, that footing(s) shall be resized by the Engineer, iv) Surfaces exposed to salt water........... ...............3" the project shown herein shall remain the sole property of WCE. WCE will furnish copies of this . information to others only with the express permission of the Client. d) Slabs on Grade. Subgrade below slabs shall be per soils report. Reber Splice, Lap & Development Length. Splice. la and development lengths shall be per the Owner: 9) P P R p g e) Footing Drains. Footing drains, with washed drain rock extending to within one foot of top of following table (Table 1) unless noted otherwise. b) These calculations, sketches, notes, and specifications are valid only for the project indicated finished grade. shall be provided at the base of all footings and retaining walls, which will have, 3E Development, LLC herein. These documents are not valid, and shall not be used for any other project. earth laced against them. Footing drains shall be 4" perforated p g g p pipe routed downgradient to ment Develo Length Table 5) COMPLETION OF WCE'S CURRENT SCOPE OF WORK: daylight, unless otherwise specified. J� g a) Submittal of this report to the Client completes the present scope of work and budget of WCE for 12) STANDARD CONCRETE: From ACI 318-05 Section 12.2 this project. All other consultation, design, calculations, sketches, inspection, etc. after submittal of fc = 2,500 psi Minimum Concrete Strength this report shall be billed on a time and materials basis at WCE's current fee schedule. a) Strength Mix Placing. All concrete, unless otherwise specified in the Plans or Calculations, shall attain a 28 day strength of fc = 2,500 psi for footings and foundations not exposed to weather, and Bar Diameters 2d (min.) Spacing And Examples Owner's Address: 6) CONSTRUCTION DRAWINGS (PLANS FOR PERMIT& CONSTRUCTION): fc = 3,000 psi for any concrete exposed to weather, and shall contain not less than 5-1/2 sacks of Minimum d (min.) Clear Cover 4820 Gibralter Road cement per cubic yard. Maximum water/cement ratio shall be 0.45. and maximum slump = 4". Max, Steel Uncoated Epoxy Coated Uncoated Epoxy Coated a) WCE recommends that the Designer / Architect submit construction drawings to WCE for review aggregate size = 7/8". Mixing and placing of all concrete and selection of material to be in Strength Reinf. Bar Reinf. Bar #4 #5 #6 #4 #5 #6 i Anacortes, WA 98221 and approval prior to construction of the project. Such review and approval of full-sized plans is accordance with IBC and ACI 318 (latest editions). Provide 5% air entraining in all concrete beyond WCE's current scope of work. exposed to the earth or weather. GR40 40,000 psi 32 d 38 d 16 in 20 in 24 in 19 in 24 in 29 in 7) BASIS OF DESIGN —APPLICABLE CODES: GR60 60,000 psi 48 d 58 d 24 in 30 in 36 in 29 in 36 in 43 in i b) Waterproof Concrete. For concrete applications that are required to be waterproof, the Contractor f a) This design is based on the IBC, 2006. All construction shall adhere fio the minimum requirements shall use KIM admixture by Kryton International Inc. (contact Marten Hansen (360) 650-9038). Notes: d = rebar diameter. If bars#7 and larger increase length by 1.25. of the 2006 International Building Code. unless shown otherwise in this report. Contractor shall be Note that air entraining must be a maximum of S;o after this admixture. Contractor shall follow See code for negative impact of lightweight concrete and I Drawn: responsible to comply with all OSHA and State Labor and Industries Standards. Contractor manufacturer's recommendations in use of KIM. benefit due to cover > 12" assurnes full responsibility as to construction methods used. safety provisions emploved, and the c) Concrete Admixtures. All admixtures are entirely at the discretion: of the contractor and 01 Table 1 — Rebar Development Lengths 24 May 2010 finished as-built condition of the structure and related systems. concrete batch plant and must not affect the minimum requirements herein. f .. _ Revised: 00 E ": €s F Sheet Contents: Structural specifications 14) MASONRY: end plates, steel end connectors, stiffener plates, and bent plates at column ends shall be shop fabricated unless otherwise noted or shown in the Plans or structural sketches. Weld size shall be a) Strength Bond Mortar Grout. Concrete masonry units (CMU) shall be placed in running bond equivalent to or better than the element being welded, and shall be welded all around unless unless otherwise shown. Minimum compressive strength of individual units shall be 1,900 psi., and otherwise noted. Care shall be taken to avoid excess warping of welded elements, the strength of masomry, fm shall be not less than 1,500 psi. Mortar shall be type M or type S. 17) CONVENTIONAL WOOD FRAMING: Grout shall have a min. compressive strength of 2,000 psi. in 28 days. Maximum height of grout pour shall be four feet unless clean outs are provided, and special permission by the engineer has a) Pressure Treated Lumber. Use pressure treated lumber in contact with concrete and / or soil. been obtained. Selection of all metal connectors shall be per manufacturer recommendation in respect to the b) Special Inspection. The minimum special inspection according to section 1704.5.2 Engineered possible corrosion by the wood treating chemicals (including nails, bolts, Simpson or other framing masonry in nonessential facilities is required according to table 1704.5.1. Level 1 Special connectors, etc,). For more information refer to Simpson Strong Tie 'Wood Construction Inspection. Connectors' Corrosion Information (page 5). c) Expansion Joints. Not applicable b) Nails. All nails used and specified in drawings and sketches shall be common wire nails unless shown otherwise. Common wire nails may be substituted with nails of the same shank diameter 15) MASONRY REINFORCING: and same length, Minimum embedment into the main supporting framing is 12 times the nail a) General. Rebar shall be placed in the center of all cells, unless otherwise shown in the Plans, and diameter, unless noted otherwise. shall be secured against displacement prior to grouting by suitable device. Only cells containing 18) PREFABRICATED WOOD PRODUCTS: rebar need be grouted, however, all cells may be grouted at the contractor's option, and with of permission of the Engineer. All reinforcing shalt be detailed, bolstered and supported in a) Prefabricated Trusses. Where shown on the plans, all prefabricated structural roofing members accordance with the Masonry Standards Joint Committee Code latest edition, shall be designed by a certified professional engineer. The prefabricated structural roofing designer shall provide stamped design drawings with appropriate notes showing member sizes, b) Minimum Reinforcement. Reinforcing shall be as shown in the Plans, however in no case shall forces, installation procedures, blocking, bracing, etc. The contractor shall conform to these minimum reinforcing shall be less than the following: drawings in the installation of the structural roof system. The Contractor shall ensure that adequate i) For 8-inch block (special reinforced masonry —TMS 402-08/ACI 530-08/ASCE 5-08)).. use #4 at diagonal bracing from the roof diaphragm to the ceiling diaphragm is permanently installed. A 32 inches on center.. horizontal, and #4 at 32 inches on center, vertical. girder truss shall be supported per plan, and if not noted in plans, at the minimum with (3) full size studs nailed to the sheathing. All girder truss supports shall carry down through the structure to the ii) Provide jamb, sill, mullion, corner, and lintel steel as shown in the Plans, however never less foundation. These supports shall be blocked through a floor at the minimum with a member of the than one #4 extending 24 inches beyond all sides of all openings. Where not shown in the same size or the same cross sectional area as the member above the floor. If the enclosed Plans, provide minimum rebar in accordance with the IBC. sketches include lateral forces which must be tied into manufactured trusses, the contractor/owner c) Strength of Reinforcement. Reinforcing bars (rebar) shall be grade 60 (Fy = 60 ksi) unless noted shall provide the truss manufacturer information about drag forces, where shown in the structural otherwise report and sketches. Truss overframing shall be per truss manufacturer or general contractor, F unless shown herein. U N w Splices, Development Length. Development lengths for rebars shall be 80 bar diameters, or as00 shown in the Plans b) Plywood Roof. If roof diaphragm is not specified in Plans or Calculations, use 1/2" over non- bars shall extend a minimum of 12 inches beyond the tension zone. F . Lap all splice bars 40 bar diameters, or as specified in the Plans. Tension blocked supports at 24" OC, Use IBC Case 1 pattern. Nail with 8d (diameter 0.131", 2-112" long) at x 6" on edges, and 12" in field, Contractor to verify all span ratings. At locations of overframing, U 3 e) Bending. Bars shall be bent with minimum 6 bar diameters for sizes up to and including No. 8, and sheathing is assumed to extend to the wall top plates (under overframed roof sections) unless 8 bar diameters for bars larger than No.8. noted otherwise. d f) Hooks. For 180 degree hooks, provide a minimum of 2-1/2 inches or 4 bar diameters extending z beyond the bend. For 90 degree hooks, provide a minimum of 12 inches extending beyond the O bend. F 16) w No STRUCTURAL STEEL: a N q a) General. All fabrication and erection of Structural Steel shall comply with the requirements of AISC360-05. It is strongly recommended that shop drawings be prepared under the supervision of o a Washington State Registered Engineer, and should bear his stamp and signature. � o � b) Materials. All materials shall comply with the following standards except where noted otherwise, `^ Wide flange. angles. channels, and plates: ASTM A36 (Fy=36 ksi) or better. Steel pipe shall be O� N H ASTM A53. type E or S (Fy = 35 ksi). or ASTM A501 (Fy = 36 ksi). Structural Steel Tube sections a o shall be ASTM A500. Gr, B (Fy = 46 ksi). It is the responsibility of the general contractor to ensure � � N that the steel chosen for saltwater and chlorine environments will be corrosion resistant. It is also the responsibility of the contractor to ensure that steel coatings are compatible with wood pressure treatments when in contact with these materials. c) Welding. Special inspection for all structural welding shall be provided according to AWS D1.1 unless exceptions apply per IBC 1704. For shielded metal arc welding, use only low hydrogen electrodes, min. 70 ksi . in conformance with current ANSI ; AWS code. All base plates, beam S 2 PERMIT Underwood & Associates, Ilc how i w rk 10054th Street t O s anacortes, Washington 98221 360.588.0471 0 0 0 mike underwood anacortes , wa s h i ngt`o n mike@underwoodarchitecture.com a . o �� • �1 iu III I ,.C` C.? a C.> t "j uUty G r '�" � O LL 0 a �- .k F i J 0 c G a CL r.3 building code project directory building information general notes 1. city zoning category: cbd owner: 3e developement, He site address: 1014 4th street 1. all potential contractors shall throughly familiarize anacortes,we 98221 anacortes,we 98221 themselves with job conditions before bidding to ensure that 2. allowable uses: retail and office permited they understand the scope of the work.these notes are general design: underwood &associates, He legal description: anacortes, block 32, lots 11 to 16 in nature and are intended to set the minimum standards for 3. allowable uses with special permit: landmark buildings, large retail buildings 11 separation: none 1005 4th street and the west 26 feet of lot 17 construction. an conditions which are not clear or are different p (per 508.3.3) Y 4. restrictions of use: none anacortes,we 98221 than required by code or site conditions shall be brought to the 12. occupancy load: (per ibc table 1004.1.1) mike underwood parcel number: p 55045 attention of the designer immediately. the contractor shall verity first floor=2653/100 =27 occupants 360-588-0471 all dimensions and conditions on all sheet drawings and in the 5. minimum lot size:none second floor=671 / 100= 7 occupants building areas: field, and notify the designer of any discrepancies before structural: pcs-structural solutions existing first: 1397 sf proceeding. 6. maximum lot coverage: no maximum 13. exit requirements: (per ibc 1019.2) 950 pacific avenue, suite 1100 existing second: 671 sf first floor- 1 exit tacoma,we 98402 new: 588 sf 2. specific notes and details shall take precedence over 7. setbacks: second floor- 1 exit jack pinkard total: 2656 sf general notes and typical details. street: 0 feet provided:first floor-3 exits-2 as ramps- 1 as stair 253-383-2797 side steet: 0 feet second floor- 1 exit via stair to first floor site area: 3. dimensions shall supersede scale,and are measured rear: 0 feet civil: herrigstad engineering overall site area: .47 acres from edge of stud. side yard: 0 feet 14. construction 4320 whistle lake road type:(type v-b, per ibc table 601) anacortes,we 98221 4. all work shall conform to the latest approved editions of 8. allowable height: 50' actual: 25'-3"+/- dale herrigstad the standards listed in"codes". 9. required parking: (per anacortes zoning ordinance 17.46) 15. allowable area: (table 503) 253-299-8804 group b: 9000 sf(2 stories)/actual:2656 sf 5. provide 6" high temporary and permanent address 2656/4 per 1000= 11 numbers on site that are viewable from the street. provided: 10 existing+ 1 new= 11 ok 16. fire resistance rating: n/a codes defered submittals 10. occupancy type: (ibc sec 302) 16. automated fire sprinklers: (n/a per ibc section 903.2.6)group b, an automatic fire 1. building and structural 2006 ibc 1. hvac design b (offices related to retail operation) sprinkler system is not required as none of the conditions requiring such exists. 2. mechanical 2006 ibc and 2006 nfpa 2. electrical service and distribution design 3. plumbing: 2006 upc 4, energy and ventilation: 2007 wa state viaq and wsec v Project Information 1/4" = 1'-01, N Drawing List Sheet Number Sheet Name Project name: A1.0 Title Page How it Works 3 A1 .1 Site Plan Addition & x G A2.1 Foundation Plan Remodel A3.0 Demolition Plan 0 A3.1 Floor Plan A3.2 Component Types Project: 09-12 A4.1 Roof Framing Plan - Issue Date: TBD z Building Sections Author: JM A4.2 Reflected Ceiling Plans v A5.1 Architectural Details A5.2 Wall Sections Title Page 5 A6.1 Interior Elevations b A7.1 Building Elevations SP1 General Notes r 0 Al mO Q 8/19/200911:43:49 AM a 1111 Ir existing alley provide silt fence as necessary for protection of sediment deposition to adjacent properties v additional parking space 1 Underwood & existing structure to be removed — 1 bo Associates, Ilc I 1005 4th Street anacortes, washington 98221 i 360.588.0471 r mike underwood Iaddition I mikeCaunderwoodarchitecture.com E 3 skylight I c new cricket-standing seam metal roofing I � concrete landing and steps I I Y m 3 IE I silt fence barrier I existing building ' temporary soil stockpile area I I I awning I concrete landing and steps / I provide silt fence as necessary �- for protection of sediment \ I deposition to adjacent properties addition Iexisting structure tie in new d.s.drains to existing ` I footing drain system-connect to d.s. , community storm sewer system (n)walkway (a)walkway remove existing concrete walkway } I I here and extend to west entrance � �e. � .4• J 1 I I < X A ��� z y \. sidewalk �� x . .......... 4th street 0 v Project name: 1 . access road 2. soil stabilization 4. maintenance How it Works ,� lite plan 3 construction vehicle access shall be limited to one route, all exposed soils shall be prevented from moving off-site or onto all erosion and sedimentation control methods shall be Addition & " O $° = 1 -0 unless otherwire approved by the official. natural or artificial drainage systems through suitable application maintained and regularly inspected by the permit applicant in Remodel r of bmp's, including but not limited to sod or other vegetation, order to ensure continued performance during the like of the v a gravel construction road shall be install which will remove as plastic covering, mulching,or application of ground base on areas construction. (note:without proper maintenance,county much mud and dirt from the vehicles as possible prior to to be paved. building inspectors may suspend all authorized work on your oentering the public roadway. the effectiveness and efficiency of project until corrective measures are completed.) q the removal shall be to th satisifaction of the official. Project: 09-12 T 3. protection of � if conditions are sch that an inufficient amount of material is G Issue Date: TBD w removed from the tires by contact with the aggregate,the tires 5, u n u s u a I events z shall be washed prior to entering h public rght-of-way. tt waer adjacent properties Author: JM from this process shall be directed to a sedimentation pond or >, othr appropriate sediment trapping bmp for treatment prior to any adverse effects of increased runoff(unusual or large storm v release to the public storm water sytem. adjacent properties shall be protected from sediment events)resulting from land distribution activities shall be v deposition by appropriate use of vegetative buffer strips, controlled by appropriate measures as soon as possible. the entrance shall be maintained in a condition that shall sediment barriers or filters,dikes, berms, or mulching,or by a additional erosion control measures may be necessary where Site Plan LL prevent the racking or flow of mud onto the pubic rght-of-way. combination of these measures and other appropriate bmp's. your project is located adjacent to a critical area. periodic maintenance of the entrance, including to removal and replacement of aggregate, and cleaning and/or repair of sediment trapping devices shall be performed as conditions T E S C Notes m dectate or as directed by the official. O sediment tracked onto the public roadways shall be cleaned on /4, _ 1 Al A oat least a dialy basis. 0 v 8/19/200911:43:59 AM B C 111 J'I 23'-0" 3/4"t&g plywood-glue& 2x6 stud wall w/studs at 16 inches on 2 foundation vent fan witheliminator" nail to supporting members center, 5/8"gypsum wall board, r21 " A2.1 insulation at core,with 1/2"continuous F3 de-humidstat control (0.60 @ 115v) manufacturered i-joist- wall sheathing at exterior. "house wrap" see plan (see plan for moisture barrier and siding per '� direction), r30 insulation elevations. If Foundation Keynote Legend 1.75x9.5 Ivl rim existing 2x stud wall Key s s.s. flashing-extend below I I I I I I I I' I I I I I I M Value Keynote Text 5/8"x10"anchor bolts, embedded 7" into top of stem wall I Underwood & concrete,at 4'-0"o/c, and set between 3 I 1/2"and 12"from board ends with 3"x 3"x 4"concrete slab over 6 mil I I I I I I I I! I I I I I F2 F2 18x24 minimum crawls ace access 1/4"thick washers. min.(2)a.b.'s per vapor barrier on 2"gravel bed I 11.875" manufactured tji floor oists @ 16"o.c panel. Provide metal or fiber lass well Associates, I Ic dy board [r403.1.6.1] use galvanized 1 I P g washers or provide an isolator gasket I as necessary. Install a solid cover 1005 4th Street d� between washer and sill plate. I concreteI I I I I I II I I I I I l sloped away from building and install anacortes,washington 98221 a river rock to match existing at south _ ramp I I I I I I I typ. I I I 4x8 m in. header over opening. See 360.588.0471 addition only or per owner _III III III I II S ' 10 I I I I I I I I' 4 I I l 2 5/SP1 A2.1 I I 18°x1a•'x7"cast-in- I I F3 16x8 pour-in-place vent in concrete mike Underwood #4 bar cont. at top n- rode 4"rigid tightline —III I place footing typ I I I I I I I b g downspout drain, — l stem or metal louvered vent in framed _III existing floor assembly N I I I I I I I I I' - I I I I N 6"concrete foundation wall ,iil. a — tie to storm sewer. l I cripple wall where possible. Number mike@underwoodarchitecture.com w/#4 bars 18"o/c horiz. & ri` g I I " existin foundation Lt I #4 bars @ 18"o/c verf. filter fabric - - 4 l Shall as shown on Ian and end vents �- l I I I I I I 11z gi lder I I I be located within 36 of corners. III — I l 6 -0" max. „ — 4"rigid pert.footing — I I provide locking I I I I I 16"x7"concrete footingw drain,with 12" min. i i I I under bearing wall m (2)#5 bars cont. —I ' of drain rock cover. r I I I I I I I I I I II$ I I Tom - tie to storm sewer n � - I I I I I I I I I I II m l I I "eliminator"foundation vent fan with firm, undisturbed earth <-�� „ a°,, ,,';.;-.: ,. o l l 3 de-humidstat control (0.60 @ 115v) �j at F3 o'-5" 0--6- o' L �rAZ l y 2x12 p.t. ledger w/ 1/2"lag bolts @ 16'o. I I I I I I I I II ° I I staggered set into rim joist-isolate with 30# I v felt-provide simpson hangers @ joists ■ typical fndn . C joists slab at floor joists I i at new to existing foundation-drill 6 into ewsting - footingand in with rebar 2 #4 min. in fi set epoxy -0 exted 12"min. into new fig. g' g.-typ. 7 b - l A5.1; N I . l € A5.1 concrete 3/4"floor sheathing M P `, l landing floor joist-see plan 3 L A2 9 girder-see plan l ._. existing crawl space r _ o 5,_0„ PC44 I I i I i 4x4 p.t.df#2 post simpson cb44 18"x 18"x 7"thick footing weather resistant spacer w/(2)#4's each way firm, undisturbed earth i IT ° finished grade o a __ � L J I 0,_9„ 0, isolated footing - 18" 4 2,_0, "eliminator"foundation vent fan with at new to existing foundation-drill 6"into existing de-humidstat control(0.60 @ 115v) footing and pin with rebar(2)#4 min. in fig. -set epoxy 3 AF extend 12"min. into new fig.-typ. [ 1 o 4"concrete slab on grade ...... .. ...... AIL All L z II I I I I I I I I I Ij I I I I I I I I I existing foundation 6 I 11.875" manufactured tji floor joists 16"o.c. P ° I 3 I I I I I I I I a ih 2x12 p.t. ledger w/1/2" lag bolts @ 16"o.c. > A5.1 I I I I I I I I I I staggered set into rim joist-isolate with 30# 1 i � Pro ect name: o — felt-provide simpson hangers @ joists How it Works I I I I I I I I I I I - -- — I I I I I I I I I I Addition & 3 0 2 F2 at new to existing foundation-drill 6" into existing y h A2.1 l I I l I I I footing extend 12"and pin with rebar min. into new(fig.-typ in g set epoxy v Remodel o _ _. _ A typ _. ____ _. __ _.__ _. __; Project: 09-12 2 1 2,_0„ Issue Date: TBD z 4'-0" 15'-3" Author: JM 10 Foundation b A Plan C A 01 Foundation Plan A2ml o O 1/4" = u' 8/19/2009 11:44:02 AM support existing and new — — — roof prior to removal ------.....—----- — — — — — — —— —— — — — — -- - — — — — — — — —— — — — — — remove and in-fill door Underwood & wall to be removed and Associates, lic beam installed ................- .......... .......... ........ do not remove until new addition is weather tight and 1005 4th Street secure anacortes, washington 98221 360.588.0471 mike underwood mike@underwoodarchitecture.com ..................................... d new exterior door opening z' ................ --- . ............... ------------- ---- ------------- .. .... ..... --- N .......... ................... .......... II .............. .......................... new interior door opening ....................... ....................... . ................ —--—------------------------ ....... ................... ........ Note: J 6�i temporary support existing roof structure as necessary prior to removal of walls-once if ti 2'-2 1/2" structure is fully visible additional structural modifications may be required-call for structural FLL observation prior to covering ............................................... .......................................... ......... ...... ............ ---------- F Ff III II LF -J I ...................................- ................... ....... ....... n- all partitions to be removed I II I II /�6 - - - - - - - - i II II I remove and in-fill .............. ........... ........................ windows ------------------ J............. ................. ...........-.......... ............- ...... ............ ...... ........... ........ ... ....... ................ .. .. .. ...... ... ... ....................................... ....... remove door support existing and new roof prior to removal do not remove until new addition is weather tight and secure wall and window to be remove concrete patio and removed and beam installed z steps-contact owner for removal of landscaping in thisre area prior to removal Second Floor Demo Plan First Floor Demo Plan 1/4" 1 1-01, 1/4-1 V-011 z rN Project name: How it Works Addition & Remodel r z U o Project: 09-12 Issue Date: TBD z Author: JM U Demolition -J Plan r 0 A3 . 0 8/19/2009 11:44:04 AM Shear Wall Schedule Roof Schedule Key Value Keynote Text Type Mark Type Comments Comments B , 4 C A5.2 A4.1 SWP3 Wood structural panel sheathing with a 23'-a' thickness not less than 5/16" (7.9mm) for 16" R1 5/8 g.w.b. - tapered 1-joists at 16" o.c. - 5/8" Mg roof sheathing - rigid insulation - roof membrane 14'-o" 91.0„ (406mm) stud spacing and not less than 3/8" R3 2x6 overframing @ 24" o.c. for cricket roof- 5/8" Mg roof sheathing - 30#felt - metal standing seam roof system ,z accord ) for with (6 table R6 stud spacing in \ A3.2 accordance with table R602.3(3). SWP3 Wall Schedule — — — — — — — Underwood & Type Mark Type Comments Fire Rating Comments cats N I N Associates Ilc n SWP31 M I SWP3 M 7 En I 1005 4th Street W2 5/8" g.w.b. - 2x6 studs at 16" o.c. - batt insulation - 1/2" continuous wood sheathing - house wrap - I I 3 anacortes, Washington 98221 stucco assembly finish 360.588.0471 W3 5/8" g.w.b. - 2x6 studs at 16" o.c. - batt insulation - 5/8" g.w.b. 1 M O Office 4 O O A4.1 W4 5/8" g.w.b. - 2x4 studs at 16" o.c. - 5/8" g.w.b. o mike underwood 0 T F1 mike@underwoodarchitecture.com o Production O Floor Schedule 1 z Type Mark Type Comments Fire Rating Comments N ". — � cac5 A�rI SWP3 F1 N floor plan notes: 1. all dimensions are to face of stud unless b 0'-9 1/2"8'- 10" o noted otherwise. F1 11.875" manufactured floor joists at 16" o.c. - batt insulation - 3/4" Ag floor sheathing - oak hardwood o c I 2. see structural sheets for additional flooring to match existing O framing notes. F2 4" concrete slab - rigid insulation at perimeter- visqueen barrier - gravel base - compacted fill LF) A6.1 A5•y 3. all exterior walls are 2x6- 16"o.c. studs Aexisting meter main O unless noted otherwise(u.n.o.) SWP3to become sub panel h to 4. all interior partitions are 2x6- 16"o.c. N remove siding and add 5/8" studs unless noted otherwise. g.wb. - no insul. T-0 1/2" cet5 n5. handrail-36"above stair toe. 1-1/2" n I SWP3 iv diameter rail,set 1-1/2"off of wall. WP3outline of lower floor exterior walls - I — — — — I __. ..__.... Jpanel 6. stairs: risers at 7"max and treads at 11" match floor height& o min. new su mated ide 5"w remove and in-fill dooral-prov ide 7. see sheet series a6 for interior elevations new m threshold of sim.floor- - - - - - - - - - - - - material between old & _. .._.....5 1/2 `v new floor _.._ L. 8. all existing windows to be replaced with _?..... I similar style and size of existing with Sierra 10 I I _..... ..._.. Pacific. _ I 60 I j cat5 Toilet ': mechanical 9. remove all upper floor wall plaster and I I 5 Receiving I lath-insulate and add 5/8"g.w.b. I I 'n 3 - ' - 10. room#12(front addition)to have a o stained concrete finished floor. i � I 11. room#1 and#2(rear addition)to have _.,._ . . . _.. _..._- L �.j..__..___._ .... _ oak hardwood flooring to match existing 1 I _ 12. remove all upper floor wall&ceiling 11 : covers: wall iing = I j ; -modify twallsfper�plan i r — -replace all windows Office 3 -inspect and update all electrical add exterior envelope insulation office 8 off I �. 11 P nstaldl 5/8"g.w.b.to all wall and 1B I �� \ ..................... ceiling surfaces ( ( i _ ll finish to match existing lower _.�.E ------_. i floor J2x4U_-V- Stu ; ------------ in-fill 2x stud wall ! -patch and fill floor to match - new 2x4 stud walls I adjacent surfaces where walls iu home runs for --— _a \ were removed new cats .. . � .._.._..j ,) 14I € ..._.__..__11 l : Toilet .7 �y legendneOffice 2 � see shear wall schedule A3.2 d walls \ , 4 office 5 Hall �� I P� �....._._�_� 17 17A 13 15A I �..... .... O see window schedule sheet A3.2 I ( relocated break-room equipment O -see door schedule sheet A3.2 O I See Component Sheet A3.2 for floor,wall and roof details and callouts office 6 office 7 I ` home runs for 16 15 i meeting receptionC new cats o j 2'-0" 9'- 10 1/2" 2'-0 \ l (a)covered porch, ( ; vere ch� I __.... — remove and .... � 1 in-fill windows i 5 I _ ........._-._..._........ _. ._. _.._ ... LU a v I remove siding and ; N I h O add 5/8"g.w.b. both \ , c E o sides-no insul. / \ I I sales area j i Project name: M 1z 12 office 1 I How it Works F1 3 5 Addition & I to o C 5"wide wood threshold A4 , Remodel I to match height&finish o I of adj.existing floor 01 4 I A5.2 I € Project: 09-12 z — — — — — — — — — — — — — — — W Issue Date: TBD . J. L r1 v� E�I -�© �% "� n _.. _ Author: JM ( E7S SWP3 B �AtL� v ( v®f5 ST� A4., A5.2 Floor Plan G 03 Second Floor :- , «,�, �,� � � ��K ,� _� 4'_9„ z'_6" z,_6„ 2'_6" 2'_6° 02 First Floor r �c O 1/4" - 1 -0 (A) Al 1 8/19/2009 11:44:08 AM a roof membrane rigid insulation 2x6 overframin 24"o.c.for Underwood & insulation 5/8"g.w.b. g @ cricket roof TJI tapered 1-joists 5/8"T&G roof standing seam metal roof @ 16"o.c. Associates, I Ic sheathing 5/8"T&G roof sheathing 1005 4th Street - ' anacortes, Washington 98221 - ............__... 360.588.0471 mike underwood mike@underwoodarchitecture.com R1 R3 O1 1/2" = 1'-0" O 1 1/2" = 1'-0" house wrap cedar shingle to match existing 2x6 wood stud 1/2"continuous wood 2x6 wood stud 5/8"g.w.b. @ 16"o.c. sheathing @ 16"o.c. 2x4 wood stud 5/8"g.w.b. 5/8"g.w.b. R-21 insulation 5/8"g.w.b. R-21 insulation @ 16"o.c. 5/8"g.w.b. R-11insulation W2 W3 W4 O1 1/2" = 1'-0" © 1 1/2" = 1'-0" O 1 1/2" = 1'-0" oak hardwood flooring B C R30 insulation to match existing braced wall panel (bwp) schedule 11.875"TA floor 3/4"T&G floor joists @ 16"o.c. sheathing mark wall length sub bwp percent method required bwp test comments (gridline) (If) lengths(If) bwp (%) percent 1 1 23 23 100 3 20% ok 2 23 S.5 37 3 20% ok 16d nail at 24"O.C. 3 2 2 100 3 20% ok orientation of 4 15.25 5+2.75=7.75 51 3 20% ok stud may vary 3,W--- a 13 3.25+3.25=6.5 50 3 20% ok gypsum wall board installed in accordance with chapter 7 b 20 6.5+5.75=12.25 53 3 20% ok 2 c 20 4.25+7+2.75=14 70 3 20% ok F1 ® 1 1/2" = 1'-0" bwp requirements: one story/top of two or three story: Y r 4 method 3 Ld 1. panels must be at each end and start within 8 feet of end. wood structural panel installed in ' ` - 2. panels must be provided at least every 25 feet on center, but not less than 20%of the braced wall line. accordance with table 602.3(1) Window Schedule - New or Modified Windows Only -All existing windows to be replaced with SP of same size and style 3. when continuous wood structural panel sheathing is provided with method 3 on all sheathable area of the Head wall, including areas above and below openings,the panel bracing amounts may be modified per 1-602.10.5 8d nail at 12"o.c.on all framing members not at panel edges — s Type Mark Width Height Height Count Type Comments Comments 78d nail at 6"o.c. table r602. 10.5 length requirements for braced wall (all panel edges) �- A 3' - 0" 4' - 0" 7' - 0" 3 Sierra Pacific panels in a continuously sheathed wall (a) outside comer detail �_:x ' C 3' - 0" 1' - 6" 8' - 9" 4 Sierra Pacific z D 1' - 6" 6' - 6" 7' - 0" 2 Sierra Pacific length of braced wall panel maximum opening height next to the table r602.10.5 exterior corner framing (inches) braced wall panel (%of wall height) E 2' - 6" 5' - 0" 7' - 0" 3 Sierra Pacific v 8-foot wall 9-foot wall 10-foot wall SL-B 3' - 8 3/4" 4' - 1 3/8" 1 velux - vented 3 -1Grand total: 13 48 54 60 100°i° - ° _... l 0 32 36 40 85% Door Schedule - New or Modified Doors Only za 27 30 65% Project name: Mark Width Height Level Comments How it Works oa. linear interpolation shall be permitted. 6 b. full-height sheathed wall segments to either side of garage openings that support light frame roofs with roof covering 1 A 3' - 6" 7' - 0" 02 First Floor(e) dead loads of 3 psf or less shall be permitted to have a 4:1 aspect ratio. " `` -- Addition & x ,B 3' - 0" 7' - 0" 02 First Floor(e) method [irc 602.10.51 Corner Detail Remodel 2 3' - 0" 7' - 0" 02 First Floor(e) wood structural panel sheathing with a thickness not less than 5/16" (7.9mm)for 16"(406mm)stud spacing and not less than 3 3 - 6 7 - 011 02 First Floor(e) 3/8" (9.5mm)for 24"(610mm)stud spacing in accordance with table r602.3(3). 1 1/2" = 1'-0" /q 0 6 2' - 6" 6' - 8" 02 First Floor(e) Project: 09-12 min. length [irc 602.10.4] 12 3' - 0" T - 0" 02 First Floor(e) Issue Date: TBD 13 1' - 6" 6' - 8" 03 Second Floor e upstairs FAU closet door 48 inches minimum length, covering a minimum of three studs spaces where studs are spaced 16"o.c. or per table r602.10.5 z O P Author: Author 14 2' - 8" 6' - 8" 03 Second Floor (e) 15A 2' - 8" 6' - 8" 03 Second Floor (e) Shear Calculations 16 2' - 8" 6' - 8" 103 Second Floor (e) Component 17A 2' - 8" 6' - 8" 103 Second Floor (e) 1/4" = 1'-0" Types C m w v A3 . 2 8/19/2009 11:44:11 AM B C A5.2 A4.1 1 B 4 C A A4.1 T add additional joist above 4 5 I I I I I I I I I I I bearing wall A4.1 I I I I I I I I I I I I I --_.• Underwood & 2 �....-....... _'............ ..... ...... .... ...._............. ..... .._......_............... . . _ - _.. ....................._.. o R1 I I I I I I I I I I I I A5.1 t9p plate I I I I I I I 1 1 1 I I 3 N 1 I I I I I 1 ,� ASSOCIateS Ilc 3T - 2 5/32" I I I A4.1 rigid insulation space for ductwork N work room plate add additional roof joist tapered i-joists 'Illi 35' - 11 5/32" tapered i-joist "" I I I above bean I)q walll I 1 I I I 1005 4th Street 2x4 ceiling joists o I I I I Tapered I-JoistSl I I I I I I anacortes, washington 98221 r-21 insulation 01 with 5/8"g.w.b. rigid insulation I 1 I I I I 1 1 1 I 360.588.0471 R1 (2) 1.75x11.8751sl o� remove and mike underwood Production Office 4 0 sales area in-fill windows I I I I I I 1 1 a 1 1 I I block out for hvac 0 12 I I I I 2x blockini I 1 1 I I I I I I I I Simpson mike@underwoodarchitecture.com i� ius2.56/11.88-typ. I I I I I I I I I I 1ax1o1 I I w 1.75xl 1.875 Isl F1 0Floor(e) 4"concrete slab m C l I I I framing r2 First Floor a o e qF 2 1. layout here is for schematic I I I I concrete 27' - 2 5/32" 27' - 2 5/32" AAAI I I I I I A5.1 I I I A5 2 design only. p L- x ram crawl space dbl joist I 1 1 1 1 1 I I ( 1 1 2. manufacturer shall provide and submit _I. crawl space 1 l I 1 I 1 I 1 1 engineered design to the building 2 Simpson or approval prior to fabrication L 5 I I iusl..81/11.88-typ. and installation. departm:Q - 1 1 I 1 A5.1 I I 1 3. provide y t overfill as required & 2 designed by truss engineer. Building Section 1 beam r existing of structure 4. all truss to truss and truss to beam conn`/ in roof 3Building Section 4 engineer.cors to be designed y russ O 1/4" = 1'-0" 5. not used. b t 6. typical roof joist spacing 1'-4"o.c. _.. ._.. h . II 2x6 overframing @ 24" 7. not used. _ __ _ _. .... ... .._.__. _ _._ o.c.for cricket roof roof diaphragm sheatin r II R3 s 1. sheath roof w/5/8"t&g roof sheathing 1 3 2 L 0 over entire roof structure. nail w/10d @ 6"o.c. at uported panel edges A4.1 A5.2 r @ 12"o.csap intermediate supportsd 10d dgid insulation w beam per plan _ - - J I _ _ _ _ _ ne tapered i-joists - - - - - - - - - - - - � 2. provide diaphragm edge nailing above modify rafters to hang I L - - - - - - - - all exterior walls, interior shear walls, hip from new beam and valley locations. IF I IF t0 late_ I I 3. overlay framed areas shall be built 37' 2 5/32" _ I 3 3 I upon framing with sheathing already attached. FFE M ._.................. I I 4. provide solid blocking between the _......____.................................._..._.. .-_...._.... I bearings of every rafter or truss and a 2x4 ceiling joists with 5/8"g.w.b. I Simpson h2.5 clip at every member. 5. provide a built-up or solid wood column o O O Production beneath the bearings of all girder truss, roof beams, and floor beams. I 6. manufactured wood product designations. r-21 insulation r-30 insulation F1 I l gl: glu-lam 86 ® ® I 02 First Floor e l l psi: am 27 2 5/32 -.-.-.. .._.. _....-..._ . .._._._..... I I Isl:timberimberstrand 2 q trusses, rafters, and jois s unless noted d I otherwise. 8. see sheet A3.2 for roof types I J l Building Section 2 ® 1/41' = 1'-01, I I I I outline of upper exterior walls I I I I .......................__.__-__-._.__._......_ X I A4.1 f I I R1 v� I I I I I I I I I I II II I I .t to ere d I-Joists II II I I = vinyl awning 10 work room plate r I I i 35' - 11 5/32" _._..._...._._........................ .... .._..__...._... ...._......._..__....... CO I I I I I I II It--- 2x over i ramin9 rigid insulation ! x tapered i-joists I I A4.1 Project name: I 1 I 1 1 I I 1 I 1 ue a How it Works I; II I I 3 sales area office 1 ? 4 I I I I I I I I II; II I I Addition & sim. 4 A5.2 - 3.5x9.5PSL 3 i I Remodel 12 11 1 r A2.1 Q 4"concrete slab 02 First Floor e Project: 09-12 2T - 2 t Flo __.._.. _ _.._._ -._. _..-...... Issue Da te: TBD crawl space A4 1 A5 2 Author: JM Roof Framing 4; 7] Plan - Building . . Building Section 3 04 Roof Framing Plan Sections v g g a O 1/4" = 1'-01, O 1/41' = 1'-01, A4 . 1 8/19/200911:44:15 AM / II�IIIIIrIIIIIIINIIII / D D sidewall register FD A.5 return ceiling \ register II I i \ Underwood & sidewall register hvacd ual Associates, Ilc pack \ 1005 4th Street I sidewall I anacortes, Washington 98221 register 360.588.0471 mike underwood 1 A_5 f� . skylight I skylight mike@underwoodarchitecture.com I D Fto daylight timer y1 - - - - i I TT ceiling L. register _... ...... .......... — — — r cricket roof / !! ; ceiling % n register !! { condenser at j round 3 9 M ' f ! 3I i .... ......... i ......... .. .._ .... .__....._ ... ......... ... .... ..._._............_......... `....._.__....___......._ .. . . ._..._......._._.._... .._ T _ — —..f.... .. . . ...._......................_. i I gg _ _ I ............. ...._......... 6.. .........._.._ ..... ...m ..... ......... .... 9 I i l r i i I j I - / .... ..... � V _ -ll / I, i _. �_� .... / ceiling ....._....._ _..— _, ... .. 3 fau register ___....._. ............................ rv... . ............_....__.... ... .... :....._.....I - A 777 i ceiling /f� register - - - - - - - -, - - -6 j _ .._........_.._....__- ceilingceiling register register I ' ! ._..._...... ........_....._......__........_. ...._._. I ceiling I register L ❑ to daylight timer R _ : % I I xgreen grid roof system I N :II ' f .' Project na me: _ _ s How it Works 3 Addition & Mechanical Plan 02 First Floor(e ) Remodel 0 Q O 1/4" = 1'-0" O 1/4" = 1'-0" Project: 09-12 z Issue Date: TBD v z Author: M Lighting Fixture Schedule J Type Mark Family and Type Manufacturer Model Count Comments >T A Troffer Light: 2'x4'(4 Lamp) - 120V 4 flush mounted Reflected A-s Troffer Light: 2'x4'(4 Lamp) - 120V 2 4 surface mounted Ceiling Plans C Recessed Can - 6 inch: Baffle 6 D Esconce: eSconce Downlight 4 A42 U 8/19/200911:44:18 AM metal parapet cap provide metal"j"transition and sealant at all scupper to fascia 0'- 10" cant block under flashing panel connections cant block under flashing 0'-2 "3/4 metal parapet cap metal parapet cap iv {' membrane roofing over 1/4" al. m.b.&lock nut al scupper �? 5/4x6 trim board � 9 9 iv 5/4x6 trim board washers Underwood & 2x8 fascia board with N bI.J. I dodo to overlap shingles _o cont. wood bevel Associates Ilc overflow space 2x8 fascia board with dado to overlap shingles metal scupper and roof drain o b o painted p.v.c. down spout ! 3" painted downspout iv 1005 4th Street rigid insulation anacortes, washin ton 98221 5/8"t&g roof sheathing i washing ton shingles to match existing roof membrane 360.588.0471 3"painted downspout metal bracket cedar shingles to painted metal bracket match existing #11 ga.x 3" high painted mike underwood 3 gal.steel anchors A5.1 siding material J mikeC underwoodarchitecture.com 1/2"continuous wood sheathing wall 2x6 stud wall batt insulation elevation g.w.b. scupper detail Parapet Detail downspout bracket 3" = 1'-0" note: number of actual treads will vary by grade slope landing away 4"cenc slab w/fibermesh(lite from house #4 rebar at 24"oc broom finish)@ ramps&walkways #4 nose bar (2)#4 rebar at top #4 rebar at 48"oc 20 8"#4's @ 1 o.c. x 1., a . . .. max nose pars 472 ylight-see schedule Q� ° velux skylight-see schedule - slope tread 1/8"max. .- - _..._ 2x curb - per manufacturers instructions flashing per manufacturers instructionsmembrane roofing ulation 'rigid insulation . 5x .875 Isl e tl finish grade s see roof framing for see roof framing 9 for layout and call-outs a ° layout and call-outs max rise:7"1/2"g.w.b. min.tread 12" ° a compacted fill 1/2"g.w.b. o compacted fill #4 t (2) s @ 8 o.c. 41 a a-- skylight detail ) skylight detail 2 Conc . Stair Section concrete ramp typ. siding O O 8"strip of vycor wrap weather resistant barrier weather stripping: 1 1/2"dia.galy over'z'flashing typ, sheeting 1. install building wrap per Pipe rail (typ) metal'z'flashing rigid insulation manufacturers instructions 1 1/2"dia.galy 3'-0" min. per2006 IBC Section 1010 8"strip of vycor wrap 2. install window per pipe posts at 72" 01 0 over window flange 2x6 trim typ. o.c. max. manufacturers window flange 1x casing recommendations. typ. window and casing sealant 3. install 3"wide tape sealant E over top window flange. where slab is above rim joist- - 4. install wall sheathing in provide s.s.flashing-extend 0'_8" 01 11 as re over over window. caulk all below top of stem wall 10 window to sheathing joints 4"conc. slab w/ bolted handrail v with flexible butyl caulk. fibermesh(lite connection 1010.7.1 ramp surface. the surface of ramps shall be broom finish @ riu ' 2 < 5. install wall batts or siding ramps&walkways of slip-resistant materials that are securely attached. 1010.7.2 outdoor conditions.outdoor ramps and and window trim. install � window ° °• outdoor approaches to ramps shall be designed so v metal "z"flashing overtop #4 rebar at 48"oc bi: that water will not accumulate on walking surfaces. v window flange N ch of trim. (2)#4 rebar at top i,e handrails shall return to a wall,guard or the walking a 1x2 spacer typ. 6. caulk top and side trim to m #4 18"o.c. ° fp : surface or shall be continuous to the handrail of an z'flashing 2x3 cedar window frame and siding. @ i^-' adjacent stair flight or ramp run. at stairways where > saw kerf 1/8"deep drip grade handrails are not continuous between flights,the Project name: 0 1 x stool 7.follow grace vycor 5 ft i.e . handrails shall extend horizontally at least 12 inches How it Works 0 5/4x4 apron (305 mm)beyond the top riser and continue to slope 8"strip of vycor wrap 1x apron self-adhering flashing 2 E p for the depth of one tread beyond the bottom riser. at each side sealant all around-typ. application instructions for ramps where handrails are not continuous between Addition & 3 after weather resistive w i . : runs,the handrail shall extend horizontally above the typical siding 3 landing o inches(305 mm)minimum beyond the top Remodel c 8"strip of v cer wrap barrier installation. ° compacted fillramps. v P Y P weather resistant barrier p i and bottom i 0 0 over rough sill E n a, 00 Project: 09-12 y Issue Date: TBD ) Window flashin Ram SectiongpAuthor: JM q Architectural b Details G G A5n 1 8/19/200911:44:21 AM 2 A5.1 R1 R1 Underwood & Associates, Ilc 0 0 1005 4th Street v 2 anacortes, washington 98221 360.588.0471 R1 A5.1 Rt 2 mike underwood A5.1 top plate top plate 37' - 2 5/32" 37' - 2 5/32" t' o o mike@underwoodarchitecture.com tapered i-joists @ 16"o.c. rigid insulation 5/8"t&g roof sheathing — rigid insulation 5/8"t&g roof sheathing work room plate workroom plate tapered i-joists @ 16' o.c. 35' - 11 5/32" 35' - 11 5/32" 2x blocking @ 32"o.c. dbl top plate dbl top plate A5.1 O tapered i-joists @ 16"o.c. tapered i-joists @ 16"o.c. header per plan 5/8"t&g roof sheathing 5/8"t&g roof sheathing window per schedule rigid insulation rigid insulation dbl top plate 2x blocking @ 32"o.c. header per plan dbl top plate window per schedule 5/8"g.w.b. 5/8"g.w.b. 5/8"g.w.b. 2x6 studs @ 16"o.c. 2x6 studs @ 16"o.c. 2x6 studs @ 16"o.c. r-21 insulation 0 0 r-21 insulation r-21 insulation 1/2"continuous plywood sheathing m m m 1/2"continuous 1/2"continuous bo co building wrap bo plywood sheathing plywood sheathing building wrap building wrap cedar shingle siding to match existing stucco assembly cedar shingle siding to match existing 3/4"t&g floor sheathing 3/4"t&g floor sheathing F1 F1 r-30 insulation r-30 insulation F1 F1 i-joists � i-joists 02 First Floor a 02 First Floor a 02 First Floor a 02 First Floor(e) 27' - 2 5/32" 27' - 2 5/32" 27 - 2 5/32 27' - 2 5/32" _.. . 2 river rock to match E E river rock to match A2.1 existing o existing 2 z grade Q.+ grade a grade A2.1 rade — 1-1 " —IIII — III—III III — aIIII —IIII -III—III e 1Ky 111 11 IVI IIIII Project name: _ 1 11I 1=111 -1I 11 1=I d 1I 11- =1 1=11 1 IT How it Works tr �. v _ 8 Addition & '.P Remodel v 7 oProject: 09-12 Issue Date: TBD z Author: IM Wall Section 1 Wall Section 2 Wall Section 3 Wall Section 4 O1 = 1'-0" O 1" = 1' 0" -0" 1, = 1'-0" Wall Sections a v A52 C 8/19/200911:44:24 AM top plate 37' - 2 5/32" t/ 35' - 5 5/32" c 0 O O i Underwood & stained pine trim-typ Associates, Ilc Production 1005 4th Street Production anacortes, washington 98221 1A O 360.588.0471 mike un erwood oak hardwood flooring to match existing mike@underwoodarchitecture.com `\ stained pine-typ. at baseboard and at interior door and window trim 2�02 First Flood ` 2" Elevation 1 - a Elevation 1 - b O1/2" = 1'-0" 1/2" = 1'-0" LA top plate - 2 5/32" I I ' i OO Production j l ' Production 1B stained pine-typ. at baseboard and at interior I \ door and window trim 02 First Floor(e) —.. .. Elevation 1 - c Elevation 1 - d O1/2" = 1'-0" 4 work room plate 35' - 11 5/32" s~ i i v z sales area sales area 12 sales area sales area 12 12 Project name: b ! How it Works 3 Addition & r Remodel p ao o°o i' o Project: 09-12 y �02 First Floor e Issue Date: TBD z 27 - 2 5/32" Author: JM Elevation 2 - a Elevation 2 - b Elevation 2 - c Elevation 2 - d Interior N 1/2" = 1'-0" © 1/2" = 1'-0" O 1/2" = 1'-01, ® 1/2" = 1'-0" Elevations LX b r N E A6ml U 8/19/200911:44:28 AM 4 3 20 1 5 r A4.1 I I I I 2 3 A5.2 A4.1 1111 LJ ❑ Underwood & top plate Associates Ilc I 3T - 2 5/32" ! 1005 4th Street anacortes, washington 98221 360.588.0471 ■ ❑ mike underwood � A mike@underwoodarchitecture.com pI MIT 02 First Floor(e) 27' - 2 5/32" IF Elevation East ® 1/4" = 1'-0" A B 6 4 C A4.1 A4.1 4 6 C A41 A4.1 B A I I 1 to late 37' - 2 5/32" plate � work room late 37' - 2 5/32" I 35' - 11 5/32" FF TOP_ 35' -- 5 5/32" vinyl awning E ❑E E 02 First Floor a First Floor(e) 27' - 2 5/32" ' - 2 5/32" Elevation North South Eelvation O1/4" = 1'-0" O 1/4" = 1'-0" 1 2 3 4 5 rF17 A4.1 v z 3 2 w 1 N A4.1 A5.2 A5.1 G 0 production room Project name: late How it Works a v 37' late 38' - 2 5/32" Addition & work room late Remodel a~ o . vinyl awning Project: 0 Issue Date: TBD v Author: JM 3 O 12 D Building III Till 1111 27 02 Fi2 5/32"1or a 02 First F2 5/32 Elevations West Elevation O 71 Q u 8/19/2009 11:44:31 AM foundation and site framing electrical this is a standard list of abbreviations used by this office. items listed general may or may not be used on this set of drawings. g 151. electrical outlets shown on the plans are those required for 1. not all buried utilities located on this site are shown on these drawings Walls convenience only, provide all outlets as required by the national electric code so call utilities underground location before doing an di &provide required hookups for all appliances and equipment. provide g g y digging anywhere [OOf @ at jst. joist on this site of any depth 1-800-424-5555 51. cripple walls must be framed of studs not less in size than the recessed meter base. provide grit&wp protection where required by code. 0 diameter studding above.when exceeding 4 feet in height, such walls must be # pound or number kit. kitchen 2. verify all dimensions at site, all dimensions are to outside or framed of studs having the size required far an additional story. cripple grade plywood roof sheathing, if exposed on underside, must be exterior P grade[r803.2.1.1] lay. lavatory center line of wood framing members and concrete unless noted wall less than 14" high must be sheathed on at least one side and a.b. anchor bolts mat. material otherwise. fastened to top and bottom plates or the cripple wall have solid blocking. cripple walls must be braced with 15% more bracing than as required for 82. ventilation: enclosed attic and frater spaces must have cross ventilation cri aC. acoustical max. maximum 3. all stumps& roots shall be removed from the ground to a depth of 12"in for each separate space by vent openings protected against the entrance mechanical add. addition m.b. machine bolt the area occupied b the buildin no excavated material is to be used for the wall above,with wall panel spacing not more than 18 feet. [r602.9 Y 9• of rain and snow. the net free area may not be less than 1/150 of the space Underwood & ad'. adjustable/adjacent mech. mechanical backfill under any concrete without approval of the building official. all fill and 802.10.2] J J J 9 ventilated.the openings must be covered with acorrosion-resistant 1/4" a.f.f. above finished floor memb. membrane under concrete to be compacted pit-run fill to 95%. screen. [r806.2) see irc for exceptions. general requirements 52. wood columns must be restrained to prevent lateral displacement at g re q Associates I Ic alt. alternate min. minimum 4. all wood used in forming and placing concrete, if within the ground or the bottom.[r407.3] 83. insulation dam must be provided at the attic access opening when alum. aluminum mir. mirror between foundation sills&the ground shall be removed. remove all loose or using blown-in insulation. wsec 502.1.4.4 mtl. metal casual wood in contact with the ground from under the building. 53. column and posts located on concrete floors exposed to weather,water 9 [ ] 141. approval: no mechanical system or equipment regulated by this code 1005 4th Street bld. buildingsplash or in basements must be supported by concrete piers or metal may be connected to fuel source until approved by the building official. 5. crawl opening accessible under-floor areas shall be provided with s min. professional, trusses must be designed by a registered design anacortes, Washington 98221 P pedestals projecting above the floors, unless approved wood of natural [r111.1 /nfpa 547.1.1.1] b.o. blocking 18"x 24"opening if access is through the floor, and 16"x 24"if access is professional, in accordance with ansi/tpl1 standards. [r802.10.2] (n) new p 9 g resistance to decay or treated wood is used.the pedistals must project at 360.588.0471 b.o. by owner n.i.c. not in contract through an exterior wall. access shall be unobstructed by pipes, heat ducts, least 6"above exposed earth and at least 1"above such floors. r319.1.4 142. testing:gas piping must be tested at a minimum pressure of 3 [ ] 85. truss bracing must be provided to prevent lateral rotation and provide btm. bottom etc... if access is through an exterior wall, a 16 inches wide and 24 inches in psi. gauges used for testing must have an upper range of not more b.u.c. built up column n.t.S. not to Scale depth must be provided in front of the openin through-wall openings must not lateral stability in accordance with the individual truss design drawings. than 5 times the test pressure. irc 2417.4.1 /of 54 g' 9 [r802.10.3] [ 9 � ] mike underwood bw braced wall nete located under doors into the building. [r408.3] garages:g pp generating g P P Pa O.C.oc on center 54. separation: there shall be maintained a minimum clear separation of 6" 143. equipment in ara es: as appliances enemti a low, spark or O.f.C.i. owner furnish/Contractor installed 6. ventilation:all under-floor areas shall be provided with 1 sf of foundation vent between any wood and earth, or the wood shall be of a type with a natural 86. truss members must not be cut, notched, drilled, spliced,or otherwise flame capable of igniting flammable vapors may be installed in a garage, mikecaunderwoodarchitecture.com cab. cabinet for each 150 sf of floor area. locate vents within 3 feet of corners as practical and resistance to deco or treated wood is to be used. r319.1 5 altered in any way without the approval of a registered design professional. cdr. Cedar e Y [ ( )] addition of loads that exceed the design load for the truss will not be provided the pilots, burners, heating elements and switches are elevated Opng. opening provide cross ventilation, cover vents with corrosion-resistant wire mesh with g permitted at least 18 inches above the floor. [irc in 1307.3/nfpa 54.8.1.10.11 c.j. control joint openings of 1/4" in dimension. [r408.2] without verification that the truss is capable of supporting such additional clkg. Caulking p.i.p.cone. poured in place-concrete 55. bearing: all trimmers and headers framing an opening shall be per loading. [rB02.10.4] 144. clothes dryers ducts must be smooth metal and terminate outside the C.I. centerline 7. foundation drains must be installed around foundations that retain earth table r502.5(1)and r5.2.5(2)or at the minimum, shall be doubled or building. screens shall not be installed at the duct termination. ducts may not C.M.U. concrete masonry unit p.lam plastic laminate and enclose habitable or useable space below grade.tiles, pipes, and other lumber of equivalent cross section, and each end supported with proper be connected or installed with sheet metal screws. maximum dud length is 25 col. column Alas. plastic approved materials must discharge by gravity or mechanical means to an sized framing anchors, unless adequate bearing is provided through feet.the maximum length must be reduced 2.5 feet for each 45 degree bend oonc. concrete plywd plywood approved drainage system. [r405.11 other means.[r602.7] and 5 feet for each 90 degree bend. [irc in 1501.1 /m 1501.31 constr. construction pr. pair 8. vapor barrier: cover ground at crawl space with min. 6 mil black colored, 56. place a vapor barrier of tyvek or equal over all exterior walls. [r318.1] 145. exhaust fans: bathroom, laundry rooms, kitchens and similar rooms cost. continuous p.t. pressure treated moisture barrier, laps to be 12"min.and sealed, and ends to extend up must be vented by an exhaust fan. duct must terminate outside the saf ety Cpt. carpet foundation walls a min. 12". [wsec 502.1.6.7] 57. top plate: exterior wood stud walls must be capped with a double top building and be not less than 3 feet from any opening into the building. c.t. ceramic tile r. riser plate installed to provide overlapping at corners and intersections with ducts in unheated space must be insulated to r4 minimum. [we st viaq red. radius 9. dampproofing:foundation walls enclosing basements below finished bearing partitions. end joints must be offset at least 24 inches. [r5602.3.2] 302.2.12/irc m 1506] grade must be dam roved. r4 ] general requirements d. dryer r.d. roof drain 9 p-P [ 06.1 g q 146. exhaust fan rating: kitchen exhaust fans must be 100 cfm minimum. dbl. double ref. reference 10. sleeves shall be provided to protect all piping through concrete and 58. notches: any stud in an exterior wall or bearing partition may be cut or 101. address: every dwelling must have its address plainly bathroom exhaust fans must be 50 cfm minimum. [irc in 1506.3] df douglas fir read. required masonry walls. [upc 313.10.1] notched to a depth not exceeding 25 percent of its width. studs in non legible and visible from the street. [r321.1] d.f. drinking fountain rm. room bearing partitions may be notched to a depth not to exceed 40 percent of a dn. down r.o. rough opening 11. yard piping for water service shall be at least 12 inches below grade. single stud width. any stud may be bored or drilled, provided that the 102. emergency egress: every sleeping room must have at least one d.s. downspout water pipes may not run or laid in the same trench as the building sewer g 9 p openable window or exterior door approved for emergency egress or Po diameter of the resulting hole is no rester than 40 percent of the stud width, dtl. detail sans. sanitary sewer or drainage unless both of the following conditions are met: the edge of the hole is no closer than 5/8 inch to the edge of the stud, and rescue.windows must have a minimum open area of 5.7 square feet(5.0 S.C. solid core a. the bottom of the water pipe, at all joints, shall be at least 12 energy code notes d.w. dishwasher washer the hole is not located in the same section as a cut or notch. square feet if on the ground level), minimum net clear opening height of 24 line. f th t th b h nces above e op of sewer ne. dwg. drawing SECt. section i exceptions: inches and a minimum net clear opening width of 20 inches.finished sill b. the water pipe shall be placed on a solid shelf excavated at height may S.f. Square feet 1. a stud may be bored to a diameter not exceeding 60 percent of het not be more than 44 inches above the Floor. [r310.1.1/1.2/1.3 ea. each one side of the common trench with a minimum horizontal distance of its width, provided that such studs located in exterior walls or bearing9 y ] el. elevation shr. Shower 12"from the sewer or drain. [upc 609.21 elec. electrical Shtg. Sheathing partitions are doubled and that not more than two successive studs are 103. attic access must have minimum size of 22 x 30 with unobstructed 161. requirements:check with building department having jurisdiction elev. elevator bored. headroom and be readily accessible. r807.1 prior to bidding to determine if that building department has any special sim. similar Y [ ] eq. equal spec. specification 2. approved stud shoes may be used when installed in framing or backing requirements to meet the energy code or for any other accordance with the manufacturer's recommendations. [r602.6] provide 104. smoke detectors:when work is performed that requires a permit, or reason. equip. equipment sq. square concrete and reinforcing metal nail plates in all locations where plumbing when a sleeping room is created,the entire building must be provided with 162. air leakage: sole plate is to be caulked or glued to floor. rim joist exp. expansion S.S. Stainless steel smoke alarms.a smoke alarm must be installed in each sleeping room and ex .t. expansion joint s.sk. service sink 21. footing top surfaces must be level. footings shall be stepped when between stories to be caulked/sealed.all holes in building envelope are ( 1 P 1 59. fire blocking shall be provided to cut of concealed draft openings(both outside the sleeping room in the immediate vicinity.there must be at least to be caulked/sealed including e ,exist. existing std. standard necessary to change the top surface of a footing or where the bottom surface g but not limited to s electrical, plumbing& ( ) g of a footing exceeds a 10%slope. [r403.1.5] vertical and horizontal)and to form an effective fire barrier between stories, one smoke alarm on every floor level. all smoke alarms must be hardwired hvac penetrations. outlets, switch boxes and recessed fixtures on exterior ext. exterior Stl. steel and between a top story and the roof space. [r602.8] and interconnected. [r313] see irc for building alteration exceptions. walls or ceilings are to be caulked/sealed with approved sealant, or have f.d. floor drain stor. storage 22. sleeves shall be provided to protect all piping through foam face gaskets installed.all recessed lights are to be is rated, air tight fin. finish struct. structural concrete and masonry walls. [upc 313.10.1] install fire blocking at the following locations: 105. guards must be installed when a deck is 30 inches or more above &sealed to surrounding gwb. rough opening around all windows&doors f.f. finished floor st.s. storm sewer 1. in concealed spaces of stud walls and partitions, including furred spaces grade.guards must be a minimum of 36 inches in height and be able to to be sealed/caulked. f.s. finished slab susp. suspended 23. all footings to be placed on firm inorganic, undisturbed soil of 2000 psf and parallel row of studs or staggered studs as follows: withstand loads as specified in table 601.5. open guards must have fl. floor (min)bearing capacity and to extend a min. of 18"below finished grade.tie a.vertically at the ceiling and floor levels. intermediated rails or ornamental pattern such that a sphere 4 inches in 163. all ceiling exhaust fan ducting to be insulated as per code&to have find. foundation t. tread wall vertical reinforcing steel to continuous footing steel. all reinforcing steel b. horizontally at intervals not exceeding 10 feet. diameter cannot pass through. [r301.5] as few bends as possible&to terminate at the exterior of the building. t. b. tack board below grade to have a 3"in embedment, lap all rebar splices and corners 2. at all interconnections between concealed vertical and horizontal spaces f.o.c. foundation drain 30 bar diameters. u.n.o. such as occur at soffits, drop ceilings, and cove ceilings. 106. garage separation: garages must be separated from a residence f.o.C. face of concrete t.o.C. top of curb 164. insulation to fill all exterior wall cavities.do not compress.cut to fit f.o.s. face of studs tel. telephone 24. holdowns:wall to foundation connections using holdowns must have the 3. in concealed spaces between stair stringers at the top and bottom of the and attic space with not less than 1/2"drywall on the garage side.if there around wires, pipes,&outlet boxes.recessed fixtures in exterior walls to holdowns attached to or hooked around the reinforcing steel. all foundation run. is residential space above the garage,the ceiling must have 5/8"type-x have min. r-5 insulation behind them. ft. foot or feet t&g dkg. tongue&groove decking g wall holdowns must be installed at time of foundation inspection. [r602.10.6] 4, at openings around vents, pipes,and ducts at ceiling and floor level,with an drywall and all supporting walls must have 1/2"drywall. [r309.2] fur. furring approved material to resist the free passage of flame and products of 165. all hvac ducts installed outside the heated habitable space to have f.e. fire extinguisher thk. thick combustion. 107. garage door:any door between a garage and a residence must be sealed joints,corners,and boots, and insulated to a min. r-8. t.o.p. top of pavement 5. for site built chimneys and fireplaces,fire blocking must be a minimum of 1 either a 1-3/8"wood or metal door, or a 20-minute rated door. [609.11] ga. gauge inch thick and supported on metal strips or metal lath. 166. a one perm or less vapor retarder(ie: kraft paper, pva paint etc..) N television girders and joists 08. garage floor:the floor surface in a garage must be non-combustible gale. galvanized 6. fire blocking of cornices of a two-family dwelling is required at the line of is to be installed on the warm side of all insulation. g.b. grab bar typ' typical 31. wood joists closer than 18" or wood girders closer than 12"to the dwelling unit separation. and sloped toward the garage door or floor drain. [r309.3] 1st all recessed light fixtures in the thermal envelope to be certified under lu-lam glue laminated u.n.o. unless noted otherwise ground, must be of treated wood or wood of natural resistance to decay. 109. showers must have a nonabsorbent wall covering extended to 72 9 9 e283 and labeled, or sealed around the exterior in an approved man gr. grade [r319.1] 60. headers: all openings in bearing and exterior walls are to be inches above drain inlet with water-resistant backing. [r307.2] mannerr tight. to be air tight. w.b. sum wallboard var. varies 9� 9YP 32.all wood in contact with concrete, masonry or earth must be pressure provided with a header as indicated on plan or plan legend. 110. furnace shall be installed to have a min total clearance of 12"@sides v.C.t. vinyl composition tile treated wood or foundation grade cedar or redwood, and marked by an 61. stud partitions containing plumbing, heating, or other pipes shall be so 168. all water pipes in unheated spaces to be insulated to a min of r-3. h.b. hose bib vert. vertical with a min clearance r vi along sides,top,&back. if placed in a garage,set approved agency.cut ends of treated posts must be re-treated or be framed and the joist underneath so spaced as to give proper clearance for the unit on a platform to provide a minimum of 18"height above garage floor. h.c. hollow core vest. vestibule provided with protection from contact with concrete. r319.1 pipin where a partition containing such piping runs parallel to the floor 5 p 9 g g 169. exterior doors to be adjusted so weather-stripping, threshold, & P P [ ] 9 P p P P 9 P [ircm 1305] PP g' hf. hem-fir joists, the joists underneath such partition shall be doubled and spaced to door sweep are working properly&seal well. h.m. hollow metal W. washer 33. pressure treated wood shall be used for those portions of wood permit passage of such pipes and shall be bridged.where plumbing, heating w/ with members which form the structural support of buildings, balconies, 170. blown-in attic insulation to be installed in strict conformance with hr. horizontal or other pipes are placed in or partly in a partition, necessitating the cutting of porches, etc.,when such members are exposed to the weather without manufactures recommendations for density&coverage. provide vent hr. hour we water Closet soles or plates,a metal tie not less than 1/8"thick& 1 1/2"wide shall be adequate protection from a roof, eave, overhung or other covering. such baffles as required &insulate&weather-strip attic access door. wd. wood fastened to the plate across and to each side of the opening with not less members may include girders,joist and decking, posts, poles and ■ int. insulation W/o window than 4-16d nails. I U m I n g plea Provide makeup air with fresh air ducted directly into the return air columns. (r319.1.6] int. interior w/o without plenum of the furnace system. insulate the duct with r-4 in unheated spaces. jt. joint wp. water proof 34. ends of girders entering concrete or masonry walls shall be provide a damper to regulate incoming fresh air provide a clock timer on a wwf Welded Wire fabric provided with a min. air space of 1/2"at tops„ sides, &ends. [619.1.4] whole house fan to provide air movement air into the system per code. 35. post connection: provide a positive connection between the post general requirements 172. provide outdoor intake duct with dam support&post and between the post and the beam sufficient to ensure floor under normal o Per to limit air flow to 145 cfm against uplift and lateral displacement. covered, inspection: d plumbing or drainage system or building sewer may be Aerating conditions. covered, concealed or put into use until it has been tested,inspected, and 71. joists framing into the side of a wood girder shall be supported by approved. [upc 103.5.1.3] 173. all gas combustion appliances, except stoves&cloths dryers,to have 36. post material:structural exterior posts,girders,joists and decking to framing anchors of the required finish and type. [619.3] combustion air ducted directly to them. be cedar or treated material. [r316] 122. supply testing: plumbing supply piping must be tested with working 37. fasteners for pressure treated and fire-retardant wood must be of hot 72 all joists shall be supported laterally at the ends&over supports with water pressure or, except plastic piping, 50 psi at pressure. [upc 609.41 174. insulation shall be installed per the following: 2"wide by full joist depth solid blocking, rim joist,joist hanger or other dipped galvanized steel, stainless steel or copper. (exception: 1/2-inch approved means. notches at the ends of joist shall not exceed 1/4 the 123. drain testing: plumbing drains must be tested with water filled to diameter or greater steel bolts.) [r319.3] joists depth and bored holes are not to be within 2"of the joist top or bottom the highest vent in system or 5 psi air pressure. [upc 712.2, 31 edge. holes are not to be any bigger than 113 the depth of the joist. notches insulation values legend: in the top or bottom of the joists shall not exceed 1/6 the joist depth and are walls ceiling floor not permitted in the middle third of the span. 124. protection: all piping passing under or through wall must be protected from breakage. approved provisions must be made for above below with vaulted crawl exterior shell 73. notches on the ends of solid joists may not exceed one-fourth the joist P 9 PP P 500 sf slab on grade 1 Y 1 expansion of hot water piping.voids around piping passing through grade grade attic ( space '5depth. notches in the top or bottom of joists may not exceed one-sixth the concrete floors on the ground must be appropriately sealed. [upc 313.11 i max) Z 91. flashing:flash and counter flash all exterior openings as depth or be located in the middle one third of the span. holes bored in joists r-21 r-21 r-38 r-30 r-30 r-10 required to make them weatherproof. may not be within 2 inches of the top or bottom of the joist, and the diameter 125. support: horizontal piping must be supported at sufficiently close of any such hole may not exceed one-third the depth of the joist.holes and 92. trim:all exterior trim&siding joints to be mitered. where two boards notches must not be within 2 inches of each other. r5.2.8.1 for notching intervals to prevent sagging. pipe supports for abs may not exceed 4 [ 1 g installation: butt, end to end,siding or trim, provide a 15 degree min. bevel on ends of and borin of manufactured floor'oists refer to the manufacturer and follow feet on center. upc 314.5/314.5.1] l joiningboards. g J a. insulation baffles shall be placed in attics/ceilings to maintain at N their requirements fully. "ventilation and extend at least 6"vertically 126. whirlpool bathtubs must provide a removable panel of sufficient least 1 P y above the 0 93. make all roof penetrations for venting etc. on non-conspicuous side of dimension to access the pump. [upc 415.1] batts or 12"vertically above loosefill insulation. rid 74.joists, rafters and trusses must be supported to prevent b. concealed insulation shall be placed behind the es. w g rotation by installing solid blocking at each bearing point or as Pro ect name: 127. relief valves must be provided with a drain, not smaller than the shower/tub and and behind partition stud/comers. ]v required by manufacturer. [r5.2.7] relief valve outlet, extending to the outside of the building and discharging c. attic hatch shall be insulated to adjacent r-value. HOW It Works �S o downward 6-24 inches above grade. [upc 608.5] relief valve piping may d. insulate all service hot and cold water piping in 75. bearing partitions perpendicular to joists must not be offset from of discharge into a water heater pan. [upc 508.5] unconditioned spaces. support by more than the depth of the joists. at minimum double joists are e. protect all foam insulation with metal or plastic at below grade Addition & 3 required under parallel bearing partitions.joists framed into sides of girders conditions. x must be supported by joist hangers or ledger strips. [r5.2.4] 128. hose bibs must be protected by an approved non-removable type backflow prevention device. [upc 603.4.71 Remodel v 76. bearing: in floor construction,joists and beams must have not 175. energy standards: provide the following energy requirements: e less the 1.5 inches of bearing on wood or metal and not ness than 3 a. windows: minimum u-value of glazing: oinches on concrete. [602.6] 129. water heaters must be anchored or strapped in the upper and lower vertical-0.35 overhead-0.58 p third of the tank to resist horizontal displacement due to earthquake Project: 09-12 >, 77. all plywood and osb subflooring is to be glued to the supporting motion. a distance of 4 inches must be provided between the lower strap b. doors: minimum u-value: 0.20 ] raming members, glue is to be applied in strict conformance with and the controls. [upc 508.2] Issue Date: TBD v anufactures directions. c. ductwork: all duds and plenums in unheated spaces shall be 2 insulated to a minimum of r-7. 130. water heater pan: when a water heater is located where water Author: JM T damage may occur from a leaking water heater,a watertight pan must be d. air leakage: provide standard air leaks eceulkin installed at the installed beneath with a minimum 3/4"drain to outside of building. [upc 9 P 9 9 v 508.41 following locations: a between sole plate and subfloors. y 131. seal: all plumbing fixtures, including toilets, must be caulked or at wiring/plumbing/duct register penetrations. General Notes °A sealed at their base. [upc 407.21 at rim joists/mud sills at heated lower floors. at partition penetrations and window and door frames. 132. freeze protection: all water lines to be protected from freezing. if at light fixture/flue penetrations. c water lines are not located completely between heated space and insulation provide insulation as required to assure pipes are protected e. water flow: showers and lavitories shall limit flow as set forth in v from freezing. chapter 51-56 wac, as measured with both hot and cold faucets turned on e to their maximum flow. spi 0 p U 8/19/2009 11:44:34 AM