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BLD20150718.PDFIMPERVIOUS AREA HOUSE + DRI VEWA Y TOTAL INCLUDING ROOF + EXCLUDES AREA. BELOW ROOF LOT COVERAGE - 35% MAX. HEIGHT LIMIT - 25' FROM AVERAGE EXISTING GRADE LOT AREA 13,182 S.F. POINT 'A' 139,55' ALLOWABLE AREA 4,614 S.F. POINT B' 139,90' .*ACTUAL AREA 3,444 S.F. POINT 'C' 135.25' POINT 'D' 133.40' INCLUDES BUILDING, DECKS, & PORCHES TOTAL 548.10' — 4 X 145.08 3,517 S.F. AVERAGE LOT SLOPE = 9.6% A VERA GE GRADE 137,025 1,136 S.F. 4,653 S.F. MAIN FL OOR EL EVA TION 138.000' •144.72 — AVERAGE GRADE 137.025' DIFFERENCE 0.975' + MAIN FLOOR TO ROOF PEAK' 24. 000' HEIGHT FROM AVERAGE EXISTING GRADE 24.975' (.2 . & Z� O r z I m SS=302 SSMH-302 RIM=145.37 N IE=131.69 W IE=131.59 145.31 A14u.-I u I 77--u\ r . .�r • X 140.39 UNDERGROUND W.-F&CE . X 145. -4 UTILITY P LL UTILITY ! 1115.20 I Pl 1 r?�, y : ', i : v 1 Rid ' •� O ` POLE mm 0 P. L A llw 1 < S C A L E 1_ 8 a Q zone comer setbael 3 Fe, -;a F1 — Pw W Froit RESUB Z SUNDERGRDUND O ides Dear 1Z� ?`� eo ASP 25 `� 07 .SAUG 10 Zfi15 1 ��S �./`p_ BUILDING DEPAR MEN' �i�:; r WM CITY OF EDMONDS X 1-115.96 ' 145.42 .. _ 4 �_zWU5 zO U o z °=LL9= ~ � v cn U 1'Q o fA0) ° n J �� zUm</j00 Q m 3 Hco0ZO w z Cis 3 p W z z 00< O (� n U�wp-� Q¢L OO�U— JM Cn� WW�J zrr'"' 00 zcr-U) 2UW _-,Iz�L—u =`�UU ul C,¢o to OWCn Wz>- p U 0: x � = O�'~]J¢ UzLL Uaz a 0 WoG O�OJ <�.�j Ql W ZJ<W W�v >- Z z 'J Q 00Q Q O J U N z m Q z n 0 U z O_ I- 1 I— V / O U w m 0 m Q Q 4 Q PP Q W Q O 0 � \ N d W_ Q Q cf) U Q 0 co �. 0 `N 0 < W —1 F- CITY COPY 5 G�,°�° d Zl cs 4 Z a LL oLij = z Z ¢OJ�O v cd OE-Z� U Lu 0 zpJU)ZO� ¢rn3 m Z O 3 =o�O � Z� 00" qaCo pZ Uwwww (poc cNn>-wwZ75 `tU�i-wQ (00 z <��F=—Z �a'vi N _ Q O Od W o < W wS a �}O 0«'n wcc T N w } X Z at-_L J¢ DELL Utz a- UZ `ALL-�- QMm � w < � af cur, N ¢moo}z Z Q � d0 J Z 00 d z Q O ' U O U Cr U z O U n- il] m C3 m O O 4 C FP w o O F O o ' 1T^ V J N W O O U j O � � U 7 O U cN � 00 >_ N F- X rYj . OQ u T J I- IMPERVIOUS AREA titter fabric HOUSE 3,517 S. F. mgxcted bacldill + ORI VEWA Y 1,136 S.F. c::�. TOTAL 4,653 S.F. d' dgid or 6' flee Me Varies ; IV°0 °X-;9601 7,0 pedocated pfpe INCL UDING ROOF . o' a + EXCLUDES AREA BELOW ROOF j Varies �-3 6 ' V 4l washed rock f wa o8aatla0 1-1/2 to 1-3/4 inch NTS \ `"t"�,dM Applicant shall rpairlreptacQ all damage \ utilities or firontage improvements in City right-of-way per City standards #hat is car I v I A I I v F L O O or occur, during the permitted project. fi s♦ �, \ ti40 EL. 138:0 (9 - \ ns 1 I :Ib ' Roof= AR9A <<` \ a0 TtyJ_ I�r.o 36" Del=• TRENCH v . SG ' \ ACCEPTABLE li LAC C 5 A R A G E I�l�lI,�,!_ \-- n' . wC45 w QE L.=13 7.6 6' SH 0. -ROOF AREA \ '. \.I J 15p pr,re �7z�A I N - `12 p w� Fop- ... 1. lC— � � ( t jab �810 �IA�;s��r� J {FooriKO• 'I a — '3orj�1�( j.$%Z55 I J J DRMNS ( It Deep tre-eh CL rr CD -71 / I I � o Tr °s. _. _ �l o - . ___.-� __ _. -_ -� ,w _ _. — . 4 „ CONC. III 5 . _ o �-�' �1 I O ' DRIVEWAY IL ` I I (3500 P.S.I.) 1 ® I qwa Robr 4PEA _ oho I e' _ , c - 1 t .....� � I DECK xz.3�o�Ii I - 2 Deep 1••renel � St�D 1C._OAR8 ARC �v x a (Pe04E ggLZ yu1 4. W I-- 3 \ SR Goo / Q -� • \ f /� A 1. CDx Pun =13io. �r3, o t J Q CDCDSCA 5 \ I . q�PKAYAt- Tb VtSG. 44LLI O <i'f1+ 1t �1rt- u o 11` I W \ \ 5P �� I I »tt� v o� = -I t, o O ,d�,a PI P� . Al Z a off,/ cS�,\ o � u+�n�l2 � r �r=wAy ,�D NN 7►�£~'°t!`�/� Q a W o rs / G.- >� �� `�' Q �o 'I x I •1 t c tgzy wrEtsw- ntPE o . Ay n tr iMVtST 1W orwAl"M !� g . u 4 S l-T \ p p ,w wF > \ �. \ X� Sty EFL�� \ City 0P ►b1 41 �'y��°41 ALL rrrluT►Es 011ZER6-WOO N 5>:u>1=1Z \ i � ��-nso r 12in r3�.Ho; me \ NJ - �XISTI AG Ctr-AN o,,Ts QTP4 IN a' a %� • F Noxrr AiID `1 c RFAI,OS WHO LOS.S dNEn Fke� per,Y — ` ( -. P ' W M \ �_ — — — 4M Cov10EVL�STOYLii`rrflNr WIC? `-' 5 y ur3 �11V. Iz7.bb (o. C�o �T Al.C- THA) 3� .. ��T01=EA1 L/Sa BEAMS N,'T YM� 7HAn 5�_ — \ FENCE PntpE: Tu r,E (vWlt' �J1YL�T� \` SS KR /rSpr 3F7'0E&a CtF�1IJ oars ` \ �">✓ u�r brr epft.(bvyos. �v ° 4 7' 3 0 " E -- bR,�� 3$,�' --; N L7_x� _ \ _ _ \\ o CB 130.00' 6' CEDAR FENCE RwE ❑ CRPv �� SSMH-302 _ RIM=145.37 SSMH 302 ` Pipe WILL NEB» Tu Vale \ N IE=131.69 Ir e MMIP�! WE,r GT fL iu1 n7E S 16W IDE .\ N PL WATER ot of R ATE.PSP INSPECTIONS R1'D. O ;ALI..425-771-0229 :T.1,326 SQUARE COLUMNS T \ } UNDERGROUND FENCE \ T UTILITY P UTILITY �E ALL W11LtTIeS MLkST & ttN POLE O m tJt N 1r tMNO. -J Know U A AGE AA& I&\k 4INLgoJ% UNOTILIT"yff n1wft'LANF{igv� 141" lllu Ftu1Mr�� 3 SerAldw otJ MOVA WkTE1i-, SEwE"-, Awl S?'oCiNl• SCALE 1 �, _ 8 -C;, Q k H SPAU 19S A'. M110WIM" —PWR- Gt= 1t 0t? cS'ttM(� tN Pa Car1'CH I ' C,I�SINS pgAoV- To 'Eta .�y.=..._ - �,� UNDERGROUND POWER . I IJFIL_'t'F2.111'TIoN SyST� • _.._, �,. _. ._..-... //t(( WM AUG 10 2015 z BUILDING DEPARt-11EI41' � GI'T•!' OF rM",CNIDS LO O qs 0 t F- >a z 0 U,Z U O Z u N O U>-Q fnm °o —C7rz�U 0a J F=E z U m O p W o m Q 3 w ,z�o� Vo, Q� a 0 Q U) a �Z O (qnt Q O u J Cl) J`(, CU� )L�o <0 F-=Z J N\ IUWO- a ° ¢Qra o� 0 U.J z n- c. Q ' 0�F_-W¢Q O 0 'v z d W Z O O (no G cm, `r�—F-_J < �F- LU d�LL� Z J W QCOpCOzZ Z � OQ� ¢-'Zm O < O In <[ z 0 O I— U) 0 U Lu m C� m • • ,g .. LLJ • jl yLJJ - g� • • YL'S �K Q Y; . • • • .. 0 • :Q -6 N I AMPA 1-- ME / b 2 .a' ,770 , R+M ROOFING MATERIAL (SEE ROOF PLAN) CEDAR SHINGLE SIDING INSTALL PER MANUR SPECS. G. I. GUTTER ON 2 X 5 FASCIA C/W DOWNSPOUTS (SEE ROOF PLAN) 2 X 10 R/5 TRIM BID. W/ 2C GA G.I. FLASHING THE TYPE OF EXTERIOR FINISH, THE INSTALLATION AND THE WATERPROOFING DETAILS ARE ALL TO BE THE FULL RESPONSIBILITY OF THE OWNER/BLDR. THIS DESIGNER ASSUMES NO RESPONSIBILITY FOR THE INTEGRITY OF THE BLDG ENVELOPE HORIZONTAL LAP SIDING 5/4 X CEDAR CORNER BIDS. T.O.P. WINDOW HEAD T.O.P. Q BBQ OVERHANG FINISHED FLOOR T.O.P. WINDOW HEAD m ~ CABLE RAILING SYSTEM FINISHED FLOOR - - v h�E12f4G�E GDE 137,0��` APPI" V D 43Y ti �i11 A permanent certificate, completed by the builder or registered design professional, shall be posted within 3 feet of the electrical panel. The following shall be listed:. • building envelope (ceiling/roof, wall, floor, slab) and duct insulation R-values • window U-factors and solar heat gain coefficient (SHGC) • type and efficiency of water heater, heating and cooling equipment • duct leakage rates (including test conditions specified per R403.2.2) • building envelop air leakage rates (blower door test per R402.4.1.2) WSEC R401.3 A template can be found at the following: http://www.energy.wsu.edu/Documents/WSEC-2012- Averv-6878 4 Per Sheet.pdf LEFT SIC. ELEVATION SCALE : 1/4, = 1'-0' FRONT ELEVATION Height verification shall be done by the applicant's agent/contractor and observed by the Building Inspector on site. The agent/contractor shall set up the equipment (transit/builders level), establish the datum point, and the point of average grade. These items must be consistent with the approved plans. If the proposed height of a building (as shown on the plans) is within 12 inches of the maximum height permitted for the zone, an elevation survey is required. An elevation survey consists of three components to be conducted by a licensed surveyor. 1) Prior to construction, the surveyor shall establish average grade as specified in ECDC 21.40.030, and shall establish a reference datum point that will be undisturbed and can be freely accessed. 2) The surveyor shall locate the elevation of the first floor prior to the City under -floor inspection. 3) A final letter of height confirmation shall be provided upon completion of the structure. TYP Temporary address shall be clearly visible from street during all phases of construction. Failure to properly post house/building numbers may result in no inspection by the City Inspector. Curb signage is If the Building Inspector is unable to verify the setbacks due to topography and/or excavated soil, a survey by a Washington i State licensed land surveyor will be required prior to the foundation wall inspection. Nothing in this permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming, or unpermitted building, structure, or site condition which is outside the scope of the permit application, regardless of whether such building, Structure, or condition is shown on the ;ite plan or drawing. Such building, ,tructure, or condition may be the subject of, a separate enforcement fiction. All changes in plans and field modifications shall . be approved by the local jurisdiction. The design professional shall prepare drawings as required for approval. IBC 107.4 ENERGY CODE C0MPJ,L6,N(% i CEILING:—r-41_((Z-3 g E V tm_ WALL:— ' L FLOOR• - 30 SLAB: fz 'I 0 wtC-TEg GLAZING: u f' 0.3 0 Dwelling/garage separation shall be maintained by installing '/2"gypsum wallboard on the garage side from R/S 4x6 the foundation to the underside of the roof sheathing. _ Ceiling of garages with habitable space above shall have R/5 44 BRACKET 5/8-inch Type X gypsum wallboard attached with 1-7/8 10 45° ANGLE inch 6d coated nails or equivalent drywall screws and the structural elements supporting the ceiling protected with /— R/5 2x4 FLAT gypsum wallboard. Enclosed accessible space under stairs shall have walls, under -stair surface and any soffits protected on the enclosed side with 'rz" gypsum wallboard. -}- Water resistant gypsum shall not be used as a tile backin EAVOE 1 board where there will be direct exposure to water, or ii SCALE : 3/4' I'-,�' EVEBCtKTi areas subject to continuous high humidity (showers, etc.). IRC R302 IRC R702.3.8.1 CITY COPY T.O.P. 9 STAIRWELL _ All through- and membrane- WDW HD a STAIRWELL TRANSOMS penetrations into fire -resistive rated construction shall be firestopped w' T.O.P. a ENTRY an approved firestop system. CITY OF EDMONDS T.O.P. GREAT RM IBC 714.3 BUILDING DEPARTMENT a --- V O WDW HD a PWDR ADDRESS L BA / STAIRWELL OWNT I 'L&�� ER e I' N H o` y STONE VEN€-F APPROVED DATE: q �{ BLDG. OFFICIAL: ERMI ■ NUMBER Fire sprinkler systems shall be .extended, altered, or augmented as necessary to maintain and continue protection whenever the *A residential fire sprinkler system is required. A building is altered, recommended flow -through design will meet remodeled, or added to. specifications and reduce equipment and continuing IFC 901.4 maintenance requirements. ECDC 19 05 020C City of Edmonds u� �: � ` i , Sion AP A. -As Obtain Electrical Permit from State Labor & Industries *Provide a minimum combination water service of one inch (1") meter and one and one half (11/2") service line, or show that domestic and fire protection needs can be met with a smaller service. I COPYRIGHT NOVICE Federat Copyright Act. iota 11, 0,$. Cqft ALL WORK SUBJECT TO FIELD INSPECTION FOR JUN .1 1 2015 CODE COMPLIANCE My OF 4 MViOtNDS THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR THE CORRECT INSTALLATION OF ALL EXTERIOR FINISHES AND WEATHERPROOFING. COPYRIGHT © 2015 ALAN MASCORD DESIGN ASSOCIATES, INC. TYP T.O.P. WINDOW HEAD FINISHED FLOOR T.O.P. WINDOW HEAD FINISHED FLOOR — — • — • — — . — • — • — • — r... I... _..... _ ..... _..- - -- - -- 1 �...... _..... ...... _._. .... ..... ._ _...1 I I I 1 , 1 i.... ...... ...... ....... .... _ ..__ ...... ... _....... ..... _ ......._............._ ._.....__..... .....................� i. .. ...... ...... . .... ...... ...... ..... ............ ....... ........__....... ._._........._..... _ _.._ ................... I ._... .... ... __.._......_...._....... ...... ...... .... ...... ._) i.... ... _ _.._ ..... ..._ L...._... __ ._._ ._.._... _..... _........_ __. .............._.. __ ............. _._ ..... ...... ...... __....._...__ ._....._.._.._ ._... _._ __. _._ ..._ .._ _._..__. _... ..... ..__ __ _.._ _._ ..__ ..-- -.._ _.... _._ _-- .__ ._......_. _.._ _._ .__ ...- L� _....J RIGHT. SIDE ELEVATION SCALE : 1/4' = 1'-0' I!. ...... ._........ ....... ....... ....... ._..; REAR ELEVATION SCALE : 1/4' = 1'-0' ROOFING MATERIAL (SEE ROOF PLAN) HORIZONTAL LAP SIDING 5/4 X CEDAR CORNER BDS. G. I. GUTTER ON 2 X 8 FASCIA C/W DOWNSPOUTS (SEE ROOF PLAN) THE TYPE OF EXTERIOR FINISH, THE INSTALLATION AND THE WATERPROOFING DETAILS ARE ALL TO BE THE FULL RESPONSIBILITY OF THE OWNER/BLDR, THIS DESIGNER ASSUMES NO RESPONSIBILITY FOR THE INTEGRITY OF THE BLDG ENVELOPE L.HI-PLC NHI I_II Vl3 C) 1 J I CI I COPYRIGHT NOTICE Federal Capyr%ht Act. Title I!, U-S. CQd3 105413 jNIS STAMP MUST APPEAR IN RED FOR 1HIS TO BE MGM -COPY CEDAR SHINGLE SIDING INSTALL PER MANUR SPECS. STONE VENEER 2 X 10 R/S TRIM BD. W/ 26 GA G.I. FLASHING JUI�J 1 12015 UEIFFL;�t ;tiL611 ;;�_l4dlCz i:T}�, CITY OF EDMOINDS THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR THE CORRECT INSTALLATION OF ALL EXTERIOR � FINISHES AND WEATHERPROOFING COPYRIGHT © 2015 ALAN MASCORD DESIGN ASSOCIATES, INC. Water heaters installed in attics, attic -ceiling assemblies, floor -ceiling assemblies or a floor/sub-floor assembly, where damage may occur from a leak, shall be installed in a watertight pan made of corrosion -resistant materials. The pan shall have a minimum %" drain and the drain shall terminate in a visible location. The drain cannot empty into the crawlspace beneath a building. Discharge from a relief valve into a water heater pan shall be prohibited. UPC 507.4 UPC 507.5 LIE END ® RECESSED EXHAUST FAN VENTED TO THE EXTERIOR SMOKE / CO DETECTOR (SEE OO 'GENERAL NOTES' FOR OTHER SPECS) BEARING POINT LOCATION (PROVIDE SOLID BEAR'G - MIN. OF MEMBER WIDTH U.N.D.) i1'1 POINT LOAD FROM ABOVE 4 X 4 POST FROM ROOF HIP VALLEY OR RIDGE DOWN TO H' BEARING POINT ON WALL BELOW Provide the combustion air required (MAX. OF 45' FROM VERT.) for the proper operation of the appliance(s). The minimum required BEARING WALL SUPPORTING volume per the standard method is 50 STRUCTURE ABOVE cubic feet per 1000 BTU/hr. Where 4 X 10 HDR. a BEARING WALL INT. exhaust fans, clothes dryers, and DOOR 4 OPENINGS W/ MIN (2) 2 X kitchen ventilation systems interfere I' SUPPORT EA END (UN.O.) with the operation of appliances, makeup air shall be provided. . Fuel- PROPPED STRUCT. MEMBER fired appliances shall not be located I I BEARING a WALL in sleeping rooms, bathrooms, toilet o--EI.RGrNa 09/77 rooms, or storage closets unless specific installation requirements are met. IRC G 2406.2 G2407.4 G2407.5.1 IFGC 303.3 304.4 304.5 ENEF +13Y ENVELOPE K.ET WALL/FL R./CLG. INSUL. FOUNDATION INSUL. (SEE SHEET 'G" FOR INSULATION VALUES) e v CARBON MONOXIDE ALARMS SHALL BE LOCATED IN EA. BEDROOM OR WITHIN 15 FEET OUTSIDE OF EA. BEDROOM DOOR., AT EVERY FLOOR LEVEL_W/ BEDROOMS (SEE SHEET 'G' FOR ADD'L INFO) Provide one operable escape window in the basement and in each sleeping room meeting all of the following requirements: • An operable area of not less than 5.7 sq. ft. _(5 sq. ft. for grade floor opening) • A minimum clear opening height of 24 inches • A minimum clear opening width of 20 inches • Not more than 44 inches between the finished floor and the bottom of the clear opening. Escape windows located under decks or porches must have a path 36 inches in height to a yard or court. R310 IBC 1029 Smoke alarms shall be installed in each sleeping room, outside of each separate sleeping area in the immediate vicinity of the bedrooms, and on each level (including basements and habitable attics) in new construction and in existing dwellings when alterations, repairs or additions' requiring a permit occur. Smoke alarms shall be hard-' wired with battery backup, and when more than one smoke alarm is required within an individual dwelling' unit, they shall be interconnected. Discuss exceptions to the power source requirements with the Building Inspector. IRC R314 IBC 907.2.11.2 i Carbon monoxide alarms shall be installed outside of each separate sleeping area in the immediate p g vicinityof the e bedrooms and on each level in new construction and in existing dwellings when alterations, repairs or additions requiring a permit occur, or when one or more sleeping rooms are added or created. IRC 'DI 15 WRAP BM. W/ 7'V AC EXT. PLY 2 X 4 TRIM 'HILLSDALE' CE68 POST CAP P.T. POST - WIDTH TO SUIT BM. OVER AC EXT PLY TAPERED COLUMN BLOCK, NAIL, 4 GLUE ALL JOINTS. FILL 4 SAND ALL DEFECTS 2 X 4 I X 4 TRIM W/ BEVELED EDGE a TOP 2 X 6 W/ EXPOSED TOP AREA TAPERED 2 X 4 TRIM 2 X 6 STUDS 11/2' PLY. SHEATHING CULTURED STONE OR LAP SIDING 2X6 P.T. 2 X 6 WHEN SLAB IS USED, KEEP PLY I' ABOVE GONG. POST DETAIL SCALE : 3/4' = 1'-0' I N 11 0 0 0.1 11 14'-0' 12'-0' 5--2- (2) 3/0 X 6/0 9'-I' B su ('W v) -SCISSOR VAULTED DEN 13/8 X 13/0 +/- 0 N DIM TO EDGE OF PORCH BM Exterior and bearing wall studs may be notched <25% and bored <40% of the stud width. Non -bearing wall studs may be notched <40% and bored <60% of the stud width. Any bore located <5/8" from the stud face is considered a notch. Rafters and joists may be notched in the outer thirds of the span with a notch depth 1/6"' and a notch width 1/3`d the depth of the member. Rafters and joists may be bored up to 1/3`d the depth of the member no closer than 2" to each edge or to another -bore. Top plates notched or bored >50% of the width must have a 16ga. strap, 6 inches past and fastened with 8-10d nails at each side of the opening. IRC R502.8 IRC R602.6 IBC 2308 �......................... .............._...................................................................... .... U N in � O I 2 o� e 1 M 91-1' R (2) 3/0 X 6/0 S H. (36' V) 1 . I I Domestic dishwashing machines shall discharge indirectly through ah air gap fitting at or above the Mod -level of the s4 or d ainboard into a waste receptor, a ye branch fitting on the tailpiece of a kitchen sink, or a dish}''�'asher connection of a food waste giainder. UPC 414.3 ....... ........... n exhaust hood/system of 400efm installed o required by the range o� ooktop manufacturer mus e provided with makeup ai . equal to the exhaust air rate[ C M1503.4 IMC 505.2 • 6'-10, 14'-0' 13'-0' Provide outdoor air inlets in all habitable spaces. 5'-6' 16'-6' 20'-0' 5'-0. 12'-0' 2' 0' IS'-8' ol IRC M1507.3.4.4 I'-4' 6'-0. 6' 0' 1' 6'to II'-2' Hose bibs (exterior faucets) shall be frost -proof, self - draining, and have a C j ,� I I permanently affixed anti- 'j siphon device installed. I _ _ .. ..._.. __. __. _ _ _ .. .. UPC 603.5.7 1 I (3) 3/0 X 6/0 S.H. (36' V) (MULLED) 36' CABLE RAILING...................................I............ ! — j ......... :....... 0 } SLOPE S ... ...... ....... ...........:::�::::...:... UP Xm _ •-MFD. SCISSOR TRUSSES ' 1 m N O.C. [ 24' ........ IF— ............................................. 36' CABLE RAILING ......................................... DN. TO j i ........................... ..... GRADE SLOPE .......................... I::. j SLOPE ................................ I UP # UP - ..................... D E G SCISSOR IVAAUULTE}}DD p , 2 DECKING 1412 SQ. FT.) I MASTER 4... R. .. NAIL SHEAR WALL I _ - - 16/+� X II/6 +/- :......:' DIAPHRAGM TO 4x r - - _ _ --- I I 15LK'G W/ 'CSIV I r I COIL STRAP BELOW 11 FUTURE GAS I 11 BBQ I IBIBB ` MFp. SCISSOR TRUSSES 4 ABOVE WOW 12/0 X 8/0 4 PANEL PATIO DR (TEMP) 24' O.C.' -- ------ ,Oo, . _._....._ _... - — — — — — ___. _ _ M20-31i2' X S' GL. NPR U u' 1yA 61^1= I I �o II e� I -} 114�X II ( X Il8'CLG)X�`t,24 Xo I —.—.—.—.——.—.—.—.—.—. .—.—.—.—._ xi - X� 1 C�0CA I @�drI 11 i top Q I 4'-2- 2 � 9' 0' 5'-8. L7 IN INCrton 12/0 X 510 4 FANEL PATIO DR (TEMP)'HUC410' I ` M5-4 10 NOR 14/0 X 20/0 + iLM2-4x10 BM _____L — bx6 � �+0 +s M21-3�i�' X 12' GL WDR I �6 NICHE/ _ 2 �\ EXTEND SHEARWALL' I �- I ( 0 C24 -I- THRU INTER5I=CTION` I 1 6f . Fti � ,\0 PER LAT. ENG. � I � ^� I � � ♦ /��ti zo LL _� I III � ♦. � ,> SCISSOR VAULTED aj I j ♦♦♦ 2 6 N -i 11 ' TJI/110 I-J5t5 X � I I _, e GREAT RM. X ►n I ^ �: x ii�.�kq FREE ( -i LL wn "` i y/ �? \ a , AF '� f- STANDING I 1 �ti I Q TUB fro i��I o �� Mb-3iz' X 0 x — — - w - N IL _ _ _ _ _M9-3 iz' X Ilya' 155E L.S.L. (FLUS1 ) - _ _ - 155E L.S.L. LUSH) _ - - M1-51i4' X 1118' P.S.L.IBM (F SH) [ I X - ---------- -- - --- _ ..........: ._ _ _ _ - N I U.L. LISTED DIRECT VENT Ir 6'-3' r,y �/ ___.__ _ ° -- r `✓ - 0 I «. GAS FIREPLACE W/ COMB. u 1 �� S6 �`0 iI I(� N I � ........AfR••VENT...4...20!-FLUSH.......... HEARTH INSTALLED PER u � s+ I I // I )k E MFR'S SPECS/CODE N 5 --- HUTCH --- _ I I / 2— v 0 w yam— EMEND INTERIOR N I i�� // ��/ > — e - SHEARWALLS TO 2 I ROOF SHEATHING w II I1'gJl/110 I-JSTS �i�D �� - — -—.—..-. .—.—.—.—.-............................................ (SEE TYP. DETAILS EXTEND SHEARUTALL I I N III 16 O/C �,� I� ��O ti�� /�i O _-- R. 4 S.-� 5/0 X 4/0 ON LATERAL SHEETS) TH% INTERSECTION SHU1R. ;: 2 I PER LAT. ENIG. 4 -0' 2 -2' i R X Y O` I Iu-`.. �; III�MII-13i" ya' SE LSL. — - — o ( S� s BOG 8, — —- — ILI .......... ..... O6 (10' cLG) ir2 �aJP9' v" -_R__ Ii --------- v . Ii ....�.Jp.......�u.�.. ... I/4 LITEE - --- - - Y TEMP) W/ 2/0 x(l0' CLG) TRANSOM I' (BTM FLU )(17-'t LGT)PRY 2-5ia' X 1L -3�Al855ELSL$hd 6' A I (PKT 3'-1' 5.8. I X X - o M22-4 X 10 HDR ? B N 1/6 51DELI�SNTS v -- o ,n 6l MFD. TRUSSES - I I € '-------- 241 O.C. _ _ _ _ _ _ - � v ` N (TEMP) W/' 2/0 _ _ -� IT NOTICE TRANSOIIISYyy DRYER IWASHER I i Eet era[ apy Sht At Title 11. U.& Cast F III II � l0'-I' fE 2/0 X 6/0 I 10'-1' fE (2) 2/6 X 3/0 I S.C. BENCH - II �_-- S.H _. M23�61X 2 BM _ FXD (TEMP) R. 4 S. 1 4 3 b X b'WRAPPE - �a FURNACE 4 WATER HIS STA P f� ST APPEAR IN RE0 ! ff - 1 I I bxb POST FROM LJ POST; W/'BC6' I °' + I HEATER I FORIiHI i TO I IEALEGAL CM RIDGE BM t0 CAP t 'HUC610' I I SEE GIN NOTES BM USE 15Co1 6 HGR (TYP) FOR MIN! REQ'MTS, TOP 4 bTM 5'-2' 4'-9' � 21'-0' USE I S/a TYPE X' GYP. BD. tY ON ALL CLGS., WALLS 4 p EXPOSED STRUCT. MBR5. ?< I p MFO.`TRUSSES e 24' O.C. X t w Ci�j4 F 31/0 X 19/(0 + CLG.) i I 4' CONC. SLAB W/ OPTIONAL b X b 10/10 W.W.M. ON 4' GRANULAR FILL. 12' THICKEN SLAB W/ (2) 04 BARS HORIX CONT. TIED TO FND WALLS 2 + AT GARAGE DOOR OPENINGS. g I -CITE — (TEMP) (3) 3/0 X 5/0 S.H. (IS' V) 1 (MULLED) MIN 36• X 36._ _. .......... _._. L..._ the fiamin CONC. LANDING Prior to g !, j inspection, the building with a 5'-8' I I Iam must be minimum dried inroofing,I 4 -4 4'-0' 4'-0' 4' 3' 4 -9 I I windows, and siding paper, 10'-0' s' 0' 9' 0' 3' 6' installed. 21'-0' MAIN FLOOR PLAN SCALE : 1/4' = 1'-0' 32'-0' JUG! 11 2015 NE D VE.LOFyV°U'� - - ® - ® - CRY 1 OF EOM,0% COPYRIGHT © 2015 ALAN MASCORD DESIGN ASSOCIATES, INC. LEGEND ® RECESSED EXHAUST FAN VENTED TO THE EXTERIOR SMOKE / CO. DETECTOR (SEE O 'GENERAL NOTES' FOR OTHER SPECS) BEARING POINT LOCATION (PROVIDE SOLID BEAR'G - MIN. OF MEMBER WIDTH U.N.O.) fit POINT LOAD FROM ABOVE 4 X 4 POST FROM ROOF HIP, 'VALLEY OR RIDGE DOWN TO BEARING POINT ON WALL BELOW (MAX. OF 45' FROM VERT.) BEARING WALL SUPPORTING STRUCTURE ABOVE 4 X 10 HDR. 0 BEARING WALL INT. DOOR 4 OPENINGS W/ MIN (2) 2 X (I SUPPORT EA END (UN.O.) DROPPED STRUCT. MEMBER BEARING 0 WALL 1 0-FLi',L.GN0 09/11 /12 ENERGY ENVELOPE KEY WALL/FLRJCLG. INSUL. FOUNDATION INSUL. (SEE SHEET 'G' FOR INSULATION VALUES) C.O. or=T LocATION i CARBON MONOXIDE ALARMS SHALL BE LOCATED IN EA. BEDROOM OR WITHIN 15 FEET OUTSIDE OF EA. BEDROOM DOOR., AT EVERY FLOOR LEVEL W/ BEDROOMS (SEE SHEET 'G' FOR ADD'L INFO) In new construction, stud wall cavities and spaces between solid floor joists shall not be used as a duct or an air plenum. In existing construction, stud wall cavities and spaces between solid floor joists used as air plenums shall not be used as supply air, not' be part of a fire-resistance-ratedassembly, not convey air from more than one floor level, and must be isolated from adjacent concealed spaces by fire blocking. Underground metal ducts must be protected from corrosion or completely encased in concrete 2 inches thick and sloped to an accessible point for drainage. Joints of ducts shall be sealed by means of.tapes, mastics, liquid sealants, gasketing, or other approved closure systems and marked as follows: • Rigid fiberglass closures-181A-P, 181A-M, 181A-H • Flexible closures— 181B-FX, 181B-M • Metal closures— 181B-C Metal ducts shall be fastened with three sheet -metal screws. Ducts shall be leak tested per RS-33 using the maximum leakage rates specified in WSEC Section 403.2.2 unless the air handler and all ducts are located within the conditioned space. IRC M 1601 IMC 602.3 IMC 603 WSEC 403.2.2 Dryer ducts shall terminate outside of the building, 3 ft. from any openings into the building. The termination,shat have a backdraft damper and no screen. The dryer duct shall be a minimum .016-in. (27 ga.) thick, a minimum 4 inches in diameter, have a smooth interior finish, have sections joined with the insert end in the direction of airflow without the use of fasteners, be supported at 4 ft. intervals, and secured in place and protected by nail plates that extend 2" above/below bottom/top plates. The joints shall be sealed with UL181A listed mastic or tape. Dryer duct maximum lengths are, 25 ft. for electric and 35 ft. for gas with deductions for fittings (or sized/length per manufacturer). If concealed,. the equivalent length of the duct shall be permanently labeled or tagged within 6 ft. of the dryer connection. IRC M1502 M16014.1 G2439 IMC 504 IFGC 614 Showers shall be a minimum of 900 square inches and be capable of encompassing a 30 inch circle. The shower receptor shall have a finished dam, curb, or threshold between 2" and 9" above the top of the drain. The floor of the shower shall slope a minimum of/" and a maximum Of Vz". Lining materials for built-up showers and shower seats shall be sloped, extend upward 3" above the Lwatehorizontal surface, and over the top of the dam or r d. Shower receptors shall be tested by filling with the top of the rough threshold while plugged at n. Protect the weep holes in the subdrain clamping m clogging. UPC 408.5 — 408.7 ADDITIONAL PLUMBING REQUIREMENTS• • Main building shut-off required on water supply line. UPC 606.2 • Pressure reduction valve on main water supply line required by City code: • Expansion tank required on each hot water tank. UPC 608.3 • Vent hot water tank relief valve directly to the outside. UPC 608.5 • Hot water heater must be seismically anchored or strapped at points within the upper one-third and lower one-third of its vertical dimensions. At the lower point, a minimum distance of 4" must be maintained above the controls with the strapping. UPC 507.2 • All pressure absorbing devices (e.g. air chambers, mechanical devices, hammer arrestors) shall be accessible or installed per manufacturer. UPC 609.10 • Minimum 1" air -gap required at dishwasher. UPC 414.3 • Hose bibs (exterior faucets) are required to have a permanently affixed anti -siphon device installed. UPC 603.5.7 • Soaker and jetted tubs shall be installed and supported per the manufacturer's installation specifications. UPC 409.6 Vent all plumbing fixtures through the roof per UPC 906.0 or with a loop vent per UPC 909.0. Air admittance valves are not permitted unless first approved by the Building Official under an alternate method per UPC 301.2. The greatest riser height within any flight of stairs or the greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. IRC R311.7.5.1 IRC R311.7.5.2 IBC 1009.7.4 Provide required makeup air in the laundry room. Louvered doors or openings/grilles into other spaces may be used to meet Other Fa gas 9.1 N90TI le 17. U.S. 13 'PEAR IN RE .EGAL COPY f � rl a 71 'IL Z 3: Q Z E - -•000u '23103-4-GILBERT1 PROJECT MANAGER:AEM DRAWN 06/06/15 RJV LLLL LL LL LL LL LL LL dd 0 d LO CV N N U) N co c Q 00 Q UJ J LL U_ M 11 J 0 wz Q Q a0 0Cr �M 0 COPYRIGHT © 2015 ALAN MASCORD DESIGN ASSOCIATES, INC. 13'-0' DETAIL SCALE 3/4' = I'-0' Access shall be provided for all under -floor spaces. Openings through the floor shall be a minimum of 18"x24". The access cover shall be weather-stripped and insulated to a level equal to the surrounding surfaces. Openings through a perimeter wall shall be a minimum of 16"x24". IRC R408.4 WSEC R402.2.4 For mechanical access see IRC M1305.1.4. COL (SEE PLAN) _SLOPE 1/4/FT MIN (2) #40 BARS ti -- CONT. T 4 B WHERE FOOTING SUPPORTS STRUCTURE, DEPTH TO BE MIN. IS' BELOW FIN. GRADE. ka' PLYWD. DECKING NAIL W/ 10d COMMON a 6' O.C. AT EDGE a 12' O.C. AT FIELD ....... .......................... ••. . BEARING FLR BM. .. o (SEEPLAN_FOR SIZE) 'SIMPSON' (OR EQUIV.) 'BC' SERIES CONN. POST POST TO BEAM, ('PB' SERIES (SEE PLAN FOR CONN. POST TO FTG. IF SIZE/SPAC'G) 'H' EXCEEDS 45' — TIE PcGT5 ® BASE W/ 2x4 WHERE — W GREATER THAN V-0' {: CONC. FTG. FOST 4 5 . CONN. 1 3/4" PBCONN2 RAISED HEEL TRUSSES AS NECESSARY TO MEET ENERGY CODE (SEE GENERAL NOTES) FRIEZE BD (SEE ELEV.) 04 CONT. A TYP. WA SCALE : 3/4' = 1'-0' ROOFING MATERIAL (SEE ROOF PLAN) 300 FELT EA. COURSE 1/2' RATED SHTH'G INDEX 32/16' ROOF TRUSSES -SEE PLAN (OR 2 X RAFTERS 4 CLG. JSTSJ BLOWN -IN INSUL (SEE GEN. NOTES.) GYPSUM BD. CEILING INSUL. BAFFLE a EAVE VENTS 2 X SOLID BLKG. SCREENED VENTS. (SEE ROOF PLAN) 'SIMPSON' HI OA SEISMIC CLIPS a EA. RAFTER 4 INTO BLKG. 'OPTIONAL' SOFFIT 112" 'ACX' PLYWD W/ I' CONT. SCRN'D VENT G.I. GUTTER ON 2 X 8 FASCIA EXTERIOR FINISH ISEE ELEV) 151 BLDG. PAPER (OR TYVEK) PROVIDE MIN Zia' GAP BTWN EXT FIN 4 WATER RESISTIVE BARRIER OR PROVIDE 'ENHANCED' WRB 11/2' RATED SHEATHING 2 X 6 STUDS a 16' O.C. BATT INSUL (SEE GEN. NOTES) 1/2' GYPSUM BD. FLOOR FINISH 3/4' CDX PLYWOOD SUBFLOOR 2 X FL. JOISTS (SEE PLAN) BATT INSUL. (SEE GEN. NOTES) (OVER UNHEATED SPACES) 11/2' GYPSUM BD. CEILING 2 X RIM JOIST BATT INSULATION (SEE WALL INSULATION SPEC ABOVE FLOOR FINISH Ilia' PLYUWOOD SUBFLOOR BATT INSUL. (SEE GEN. NOTES) CRAWLSPACE 6 MIL THICK POLYETHYLENE FILM EXTERIOR FINISH (SEE ELEV) 150 BLDG. PAPER (OR TYVEK) PROVIDE MIN 1%' GAP BTWN EXT FIN 4 WATER RESISTIVE BARRIER OR PROVIDE 'ENHANCED' WRB 112' RATED SHEATHING 2 X 6 STUDS a 16' O.C., j 2X6PMDSILLW/5�a'm A.B. a 4 0.C% W/ SIMPSON 15P-3' BFG OR APPRVD EQ. (MIN. OF 2 PER PLATE 4 WIN 12' OF ANY CORNER) RPCOMMENDE'D FD7N DIMS. 2014 0.fZ6_C_ 'A' R. Y" I STORY: 15' 2 STORY: 15, l' 8' 3 STORY: IS' 8' 10' SEE OPT. SHEET 'L' FOR OTHER CONDITIONS THAT MAY APPLY. 4' 0 PERFORATED DRAIN TILE (TYP. WHERE REQ'D) LL SECTION REV, 01/08/15 2F&SW5PP . Crawl space ventilation openings' shall not be less than 1/300 of the area of the space ventilated. Required openings shall be evenly spaced to provide cross ventilation, except one' side may have no openings. The use. of wood or metal louvers can reduce the net free area to below that required - see G2407.10. IRC R408.2 e m 1 C, ■ a Y() e v e DIM TO OF FOR 14'-O' 12'-0' �. 2'-0' 5'-6' 16'-6' a Joists shall have not less than 1.5 inches bearing on wood or metal and 3 inches on concrete. Joists shall be prevented from rotating at the ends and at intermediate MIN 36' X 36' support by approved hangers, 2 C I CONC. LANDING I inch nominal blocking, or attachment to a rim board. NOTE: ALL HARDWARE IN IRC 502.6/502.7 IBC 2308.8 USE W/ F.T. MATERIAL TO • BE HOT DIPPED GALV. II I I 'v- .................................................. i �II I I --._...- - -. _ ........ _ ........... _... .._.... --............................. I co I I _ ................................................. II 1 T _ I--.—.—.—.—.—. DB2-6 X 12 P.T. BM D52-6 X 12 P.T. BM_ ......... ....... .._..... ...._ ...__ ..._.I I II _Y X11 i......_._......_:............._ __ .._ I IIIIII C66x6�P.T. POST W/ i ._..._ ._._...- ..._._..-.. •.._... � _ _ -� � � _ 1- • — : — • — - — . _ . �r III o P Z CAP PB66 —II I I n I i to, BASE ON 24'x24'xl2' aQ H-- '� i r o CONC. FTG. _DBI-6 X 12 P.T BM— � � _D5I-6 X 12 P.T. BM _ x i - .__.- ___ ____ .� --_ _.__ l� ._-,,, .____ _-_-- .-„ •_,_ I •—•---•—.—. it 6x6 P.T. POST W/ II I bx6 P.T. FOST W/ 111 'EPC6Z' CAP ; P566' II 'PC&Z' CAP 4 PB66' III BASE ON 24'x24'4' �I I BASE ON 24'x24'xl2' III CONC. FTG. (TYP UNA) I - ` -� - — -- -- - - - . 0 I I CONC. Fi'G. III I _ ____ .-._ _._ _..._. -_ ...- I — � — • — • — • — • — • �g> ��II _....._...._.. ............._..._...._....._ . - ---- -. _ ...._ .... ..... ...... . ...... _. ..........._`........_.I ...__ _....._..__....._..___........ __...__._.._._........_ _ _ _ II X -j _.............._.— — — _- �r Q Q 12'-4' 3'-10, I 2'-3' 3'-5' 2' 2' 3'-10' 3'-10' 4'-6' 4' 6' I - E '" 3 LL < / ( �0 3 I I 2 i ►�^iM _ _ _ - ............... - - — . — . — . 11 - I - - _ i , --- -............---- ... _ - - e ------- f I......._ ......... i +6 _. __ ......_......_............. om �T -------- (V ° c = -- -- DQ zn ! / 51 ��_I�......... ..... t0-- ... .............. ......_ _....._.._..... v_ - 1.-...._........_......................._........... — ' N v ° ma Ov o; I°- // / EXPAND FTG. EXPAND FTG. �� 30 x48'x14' F2-42'x42'x12'�' � q E o / TO 24'x24'x12' I TC 24'x24'x12' CONC. FTG. WS• BARS ® - N m1-� (PER ENG LAT), °s I °_= ° x q Z O ALL SQ. FTGS To BE / . _ " Z o„ am° / 24'x24'xl2' TYP. t UN.O.J 4 X 12 I m a m o o V GIRDERS o BR'G FROM ABV N OF111 I 2'-8' 1'-10" )< 1 fi ' -0'a� �A a � � I it r \ 4' 12'-0' 6'-0' I. 6-0. ._................. ...... ._... .._. ... _.... ...... _... .............. ...... _...............__.................._.... ...... .... — oa 30 x52 x14 61 CONC. FTG. I'-8' 6'-4' 2'-5' 5'-3' 6 1 iv 23103-6H-GILBERT `r 1g @ EXPAND FTG.. 1 PROJECT MANAGER:AEM (PER ENG LATE - TO 28'X2VA4' :16 DRAWN 06/06/15 RJV ti.._. _ Fh4 "4 I • 20'40'xlg' F3-36'x36'x12' W/ 04 BARS g _ r _J ._._. ........ U,-XIT CONC. FTG. W/ 04 BARSl' O/C E/Wr-- — — _.__.- _-9' O/C E/lUI _ _ _ _ __ . I - � >._. _...__.__�--__-f - I- 8'-6' - g'-0' = 81 OY — 20'x20'xlg' f F4-36 x36 xl2 F I - i Y i + `' EXPAND FTG. x- 28 x36 xl4 W/ •4 BARS a s _ CONC. M. / I C CONC. FTG. — - TO 24 x24 x12 . — . — . — . — . — - co 4 - . I...... _. _ �_ 22' X 28' ......__ ...._..._.. ^-. -- -- .._..._.................... _........ ..._.. _......_....._........ ...... -- .._......._....._ .._..._..................... i i CE l I -3'CRA 9' I PATIO - CCES ...... ! `' (VERIFY EXTENT) i ! ---_ /� — - — !- —. _ '" . - - - _ 1 i - i BLOCK OUT e I ... ..... .........................._........_.._....................._.........._................_....................._--................_......_..........._......._..._......................_........._ I STEP F TN D WALL/FTG. cO I ; .,::: I ...... __ ........ _ _ .__. !..... _;>° i 0 I I I FOR F.A.U. I I ............_............._.................._..__.. I TO SUIT GRADE 1 �, COPYRIGHT NOTI u ..::.: I I 1.........I . ..... .......... ....__......_..._............_.........._............._ ..........._..............._................... Fe oral Copyright Act. Title 11, U.S. _. Vertical. rebar must be hooked and tied in place at time of footing inspection. Maintain minimum 3" clearance to earth, 1-1/2" to formwork for reinforcement. R403.1.3 R404.1.2.3.7.4 Hardware and fasteners in contact with preservative - treated wood shall be of hot -dipped zinc galvanized steel, stainless steel, silicon bronze or copper. IRC R317.3.1 IBC 2304.9.5.1 � _ .... _ ................. i i EXPAND FTG. J 6 PB66 s� l I i TO 28'x28'xl4' I ( 105413 32'x32'xl0' L.._. _.......... 4..........1 I I I CONC. FTG (TYP) IS STAMP MUST APPEAR IN RE O FLOOR SYSTEM: I 5'-2" � 5'-10' i i Ilia' PLYWOOD SUBFLOOR ON 4 X 8 WD I I i "' GIRDERS ON 4 X 4 WD POST (4 X 6 a 9' I' I'- ' l' 2" I -4' 111_01 21,_0" 1 I FOR THIST08EALEGALCOPY > I I JOINTS) ON ASPHALT SHINGLE ON 18' 0 X 8' I ( i- CONC PAD FTG (UNLESS NOTED OTHERWISE) i i Pm=4 o I ( v I I v 0 o - I Joists less than 18" and - I " - 4' CONC. SLAB W/ OPTIONAL 6 X 6 I I _ 10A0 W.W.M.ON 4' GRANULAR FILL. I I 4d beams less than 12" to grade i I I Footing. ,drains are required around I 12' THICKEN SLAB W/ (2) +4 BARS I I � � � < concrete/masonry foundations that and all wood exposed to HORIZ CONT. TIED TO FIND WALLS I 13 retain earth and enclose habitable or weather shall be j AT GARAGE DOOR OPENINGS. I I usable spaces located below grade, or preservative -treated or i 1 O O for crawl spaces when a minimum 6 naturally resistant to decay. _ i _� I o inch slope within the first 10 feet of IRC R317 IBC 2304.11 I I I O the foundation wall is not achieved. I I I I I I o A separate footing drain inspection by EXPAND FTG i I the Building Inspector is required. To 28'x28'x14' iI i IRC R401.3 IRC R405.1 I _ _ yol 225# SNOW LOAD BLOCK OUT 1 FOR3/0 DR I I LL LL - - L..._.._................... ._..... .._._ ...... .__....... .._.....-...... -- ... _....... _............ ...... . - ............. ...... .... ...._ .... ....._ ................... _....._........._ __. _.._ ...._..................................... _._......... ....... ...... ............ .... _....... ...... .... ........ ...... ........_.1 I d d d a I r� U) N N N f� Cl) MIN 36' X 36•' CONC. LANDING 32 a O/C FOST 4 5EAM FOUNDATION PLAN SCALE : 1/4' = I'-0' 10'-0. 8'-0' S.-0' 21'-0' - 13'-0' 3'-6' 281-/ Y 32'-0' �Cl LOT LINE STAKES MUST BE IN PLACE AT TIME OF FOUNDATION .INSPECTION .J .. �l �e Q� �1�1Uy01 s1.1`a o Cr o o w '¢ M J U_ O Q W U_ J 0 w z 6 Q cc �< < COPYRIGHT © 2015 ALAN . MASCORD DESIGN ASSOCIATES, INC. 0 28'-0' (FIELD VERIFY) c � BUILDING. SECTION I 1 Cx 14'-0' D, BUILDING SECTION 0 , ENERGY ENVELOPE KEY �R7MMM WALL/FLR./CLG.INSUL. FOUNDATION INSUL. (SEE SHEET 'G' FOR INSULATION VALUES) M�D TRUS6rS (EE PLANS) USE 5V TYPE 'X' GYP. BD. 1 F GARAGE 4' CONC. SLAB W/ OPTIONAL b X 6 10/10 W.WM. ON 4' GRANULAR FILL. 12' THICKEN SLAB U/ (2) "4 5ARS HORIZ CONT. TIED TO FND WALLS AT GARAGE DOOR OPENINGS. 2 X FRAMING MEMBERS (SEE PLANS FOR SIZE 4 SPACING) 12 RIDGE BM � \ BUILDING SECTION / SCALE : 1/4' = I'-0' RIDGE BM 2 X FRAMING MEMBERS (SEE PLANS FOR SIZE 4 SPACING) z 5R 2 z COOS HALL eATH ENG FRAMING MBRS (SEE PLANS FOR SIZE 4 SPACING) 12 FURR DOWN 2X ' RAFTERS AS REQ. FOR INSULATION o VAULTS 5ATH [Y KITCHEN t0 POST 4 BM. FLR. FRAMING SYSTEM (SEE PLANS FOR SIZE 4 SPACING) SEE FDTN PLAN BUILDING SECTION AD c . F.B. F.B.: w s U i Z i cq HALL i 23903-6—GILBERT PROJECT MANAGER:AEM DRAWN 06/05/15 RJV ■ I'-4' Ilk Ilk a_ � --� I I I A i ( i A 1 LU526- EA. END BLK'C.$ B W/ 10d 111/2' NAILS INTO B JSTS.a B KG. PLAN W PL VIEW POST JC 1 I 2x8 P.T. BLK'G \IDEK SURFACE 2x8 P.T. BLK'G DECK SUBTUURJ. J5T5. E PLANS) i BTU1N. JSTS. (SEE P i MIN. BL 2x IN. BL 2x8 LUS26-2 EA. END BLK'G LUS26-2 EA. END BLK'G T. BLK'G FASCIA P.T. 5LK'G W/ IOd x 111/2' NAILS INTO W/ 10d x 11/2' NAILS INTO FASCIA BRACKET HDRS. a Imd COMMON (4)' m HDRS. s IOd COMMON ( 3. BRACKETe m INTO BLK'G. HREADED INTO BLK'G. THREA ED RODS FASCIA R IDSFASCIA SECTION A A SECTI A -A POST I POST PECK SURFACE DECK SURFACE DECK J5%. (SEE I (SEE PLANS) I (SEE PLANS) PLANS) MIN. 2x8 I i I I 1 I I I I 1 01 DBL. P.T. 2X8 BLK I DBL. P.T. 2X8 B G; FASCIA BE Np FASCIA BEYOND FASCIA BRAG T FASCIA BRA KET SE TION 5-5 CTION 5-5 1 FAV SCALE 1 � - © THRU-BOL I L NCUONN OISTS FA : I I I' m� NRU-BO ARALONNLEL TO olsrs ENEL:;' LOPE Y ALLAFLR./CLr INSUL. OUNDATION IN5UL.(SEESULATION VALUES) y 21'-0' L (FIELD VERIFY) ,BUILDING SECTION 1 I' 6' 32'-0' (FIELD VERIFY) BUILDING SECTION SCALE : 1/4' = 1'-0' 15'-0' 1-1'40' MFD SCISSOR TRUSSES 12 (SEE PLANS) VERIFY J W/ MFR €F.B. GAMES 2 X FRAMING M EMBERS (SEE PLANS FOR SIZE a SPADING) ENG FRAMING MEMBERS (SEE PLANS FOR SIZE a SPACING) h� .ko o U M EEL N E x LL cag_;k im jR U N _ = zm mE u W Q Z J o m S. E Q a Z 0 O F- Y_ N c e Z Z 2 _ _ J ¢ r amE m _ Hr a_D All 23103-7-GILBERT' PROJECT MANAGER:AEM DRAWN 06/05/15 RJV MASTER � o 25# SNOW LOAD ...................................... u- LL LL LL LL POST 6 BM. FLR. FRAMING SYSTEM a d a i (SEE PLANS FOR SIZE a SPACING) � CV I— N N 2 SEE FDTN PLAN -� _ _1D cr SIM o LL = Q BUG 2 0 2075 U- J C7 w Z �¢ o Q = ouILDING DEPAVMENT C€-FY C: t= EDMJIO SIDS BUILDING SECTION 3 03 SCALE : 1/4' = 1'-0' 'JUN 112015 DE`fEL01- CITY OF E o 10-Da COPYRIGHT © 2 015 ALAN MASCORD DESIGN ASSOCIATES, INC. OO DESIGN NOTES TH15 ROOF HAS BEEN DESIGNED TO SUPPORT CEDAR SHAKE ROOFING MATERIALS AND COMPOSITION ROOFING OF VARIOUS TYPES. THE TABLE BELOW DESCRIBES IN DETAIL . THE ASSUMPTIONS MADE IN THE DESIGN OF THE ROOF STRUCTURE OF THI5 BUILDING. ROOF LIVE LOAD (SNOW) 25.0 P5F 3.25 P5F AVE.(WET) FRAMING MATERIALS: 2.0 PSF SHEATHING MATERIALS: 1.5 P5F 33.25 PSF ACTUAL REQ'D MISC. MATERIALS: 1.5 PSF 6.15 PSF SAFETY FACTOR ROOFING TYPE DRY / WET 40.0 PSF TL MED SHAKES 2.0 / 3.25 PSF HVY SHAKES 3.0 / 4.0 PSF GYPSUM MATERIALS: ADD 2.0 PSF FOR SHINGLES 2.0 / 3.25 PSF VAULTED AREAS (COVERED IN SAFETY COMP051TION 2.5 / 3.0 P5F FACTOR) NOTE: HIPS, VALLEYS 4 RIDGES SHALL NOT BE LE55 IN DEPTH THAN THE END GUT OF THE RAFTERS (FIELD VERIFY ALL CONDITIONS) LEGEND 4 X 4 WOOD P05T FROM RIDGE (HIP OR VALLEY) TO WALL BELOW (MIN. (2) 2 X 4 REQ'D AT WALL BEARING POINT) NOTE: SPLICES IN HIPS 4 VALLEYS CAN ONLY OCCUR 0 P05T DOWN LOCATIONS ®49 5Q. IN. ROOF VENTS (SEE VENT TABLE FOR QTY. - 50 al50% SHOWN) 2X4 PURLIN WALL TO BM. OR WALL BELOW. (FRAM'G AT 24' O.C.) SHADED AREA DENOTES ROOF FRAMED OVER RAFTERS BELOW ®p� DOWN5POUT5 COMI /w, ,AKE RDO MAXMIM SPANK PER 2004 W.W.P.A. TBL. RR-25 "2 D.F. L/240 250 LL 4 15" DL 51ZE SPACING SPAN 2X6 12' O.C. 14'-0' 16' O.G. 12'-1' 24' O.C. 9'-10, 2X8 12' O.G. Il'-8' 16' O.C. 15' - 4' 24' O.C. 12'-6' 2X10 12' O.C. 21'-1' 16' O.G. 151-9' 24' O.C. 15'-3' 2XI2 12' O.G. 25'-1' 16' O.C. 21'-8' 24' O.C. Ill-9' ROOF VENTS ROOF AREA (ft') _ 29(o1 EAVE-BLOCK'G ROOF VENTS 51. EAVE AREA On') % ROOF AREA (in') 3-VENT 4-VENT 49 in' 60 652.8 40 568.5 90 68 12 , 56.1 805.9 43.3. 615.4 86 64 13 53.3 151.5 46.1 663.1 80 60 14 50 110.6 50 110.6 l5 I 5l 15 PER 2012 IRC. - R8062 MINIMUM AREA: THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN I/300 OF THE AREA OF THE SPACE VENTILATED, PROVIDED AT LEAST 40% AND NOT MORE THAN 50% OF THE REQUIRED VENTILATW% AREA IS PROVIDED WITH VENT OPENINGS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE THE EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. IN CLIMATE ZONE 6,1, 4 8, A CLASS I OR 2 VAPOR RETARDER SHALL BE INSTALLED ON THE WARM -IN -WINTER SIDE OF THE CLG. EAVE 5LOCKING 0 o a�) 0 0 0 0 3-VENT BLOCK 4-VENT BLOCK (3) 24 HOLES (4) 2'4 HOLES NA3 in' EA) (125(9 In' EA) RAKE DIM (TYP UN.O.) Attic access openings are required for buildings with combustible ceiling or roof construction over an area >30 sq. ft. and with a 30" vertical space between ceiling and roof framing members. The rough -framed opening shall be 22"x3O" and located in a hallway or other readily accessible location. The access cover shall be weather- stripped and insulated to a level equal to the surrounding surfaces. IRC R8071 WSEC 402.2.4 For mechanical access see TRC M1305.1.3 Truss layouts showing girder truss/hip-master locations are not permitted to change and must be followed correctly. If the truss manufacturer requests to change, in part or in whole, the layout shown, they must contact the architect/designer to insure that the structural design of the building is maintained. If the layout shown is changed, in part or in whole, the Building Division requires new engineering calculations and must approve the changes prior to the installation of the roof sheathing. C 23103-8S-GILBERT PROJECT MANAGER:AEM DRAWN 06/05/15 RJV IGH 9 OTI ght Act. Title 17, U.S. 05413 P MOST APPEAR IN 'TO BE A LEGAL CC F_: 1 LL LL LL LL d d d b IA 'NIN lNI � 1— N M fr p cr 00 ¢ w ¢ W Q J LL � CC ¢ LyJ C, LL J 0 (1J Z Q Q f M a ¢ p :D iF F 0 ROOF PLAN SCALE : 114' = 11-0' DI_VEL!Oi GI I t' OI= COPYRIGHT © 2015 ALAN MASCORD DESIGN ASSOCIATES, INC. DiSCLAi1 1E1`► 01/10/13 THESE PLANS HAVE BEEN LICENSED TO THE CUSTOMER FOR USE IN THE CONSTRUCTION OF ONE BUILDING ONLY AND ARE SUBJECT TO THE CONDITIONS OF LICENSE ACCEPTED BY THE CUSTOMER., (MULTI -USE BUILDING LICENSES ARE AVAILABLE)., USE OF ANY PART OF THE PLANS BY ANY PARTY OTHER THAN THE CUSTOMER, EXCEPT ON LOAN BY THE CUSTOMER TO THIRD PARTIES NECESSARY TO ASSIST THE CUSTOMER IN USING THE PLANS, SUCH AS CONTRACTORS AND SUBCONTRACTORS, IS STRICTLY PROHIBITED. THE PLANS MAY NOT BE RE -USED OR COPIED, IN WHOLE OR IN PART, WITHOUT WRITTEN PERMISSION FROM ALAN MASCORD DESIGN ASSOCIATES, INC. CMASCORD'), WHICH RETAINS COPYRIGHTS TO, 4 OWNERSHIP OF THE PLANS. MASCORD PREPARES ITS PLANS CAREFULLY FOR USE BY ITS CUSTOMERS. HOWEVER, ADAPTATION OF THE PLANS TO MEET SPECIFIC STATE AND LOCAL BUILDING CODES AND REGULATIONS, AND SPECIFIC SITE CONDITIONS, IS THE RE51-ON61BILITY OF THE CONTRACTOR. IN ADDITION, MASCORD WILL NOT BE RESPONSIBLE FOR ANY DAMAGES RELATING TO THE ACCURACY AND OVERALL INTEGRITY OF THE PLANS IN EXCESS OF THE LICENSE FEE PAID FOR THEIR USE. THE CONTRACTOR, THEREFORE, MUST CAREFULLY INSPECT ALL DIMENSIONS AND DETAILS IN THE PLANS FOR ERRORS OR OMISSIONS. UNAUTHORIZED USE/COPYING OF THESE PLANS, OR THE DESIGN THEY DEPICT, INFRINGES RIGHTS UNDER THE COPYRIGHT ACT. INFRINGERS FACE LIABILITIES THAT INCLUDE PENALTIES OF UP TO $20,000 PER WOW INFRINGED, AND UP TO $100,000 PER WORK INFRINGED WILLFULLY. GN'L NOT 07/10/13 1. WORK SHALL COMPLY WITH THE LATEST ADOPTED VERSION OF THE 2012 INTERNATIONAL RESIDENTIAL CODE (I.R.C.) AND/OR ANY APPLICABLE COUNTY OR LOCAL JURISDICTION. . 2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND IS TO NOTIFY THE DESIGNER OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. OWNER/CONTRACTOR SHALL VERIFY WITH LOCAL BLDG DEPT. WHICH CLIMATE ZONE THE PROJECT WILL BE BUILT IN, 3. WRITTEN DIMS. SHALL HAVE PRECEDENCE OVER SCALED DIMS. DO NOT SCALE THE DW1G5. USE L.L. D.L. 4. DESIGN LOADS: (IN P.S.F.) UNINHAB. ATTIC W/O STORAGE 10 10 IaL-1 (IF YOUR LOCAL AREA REQUIRES DIFFERENT DESIGN LOADS CONSULT WITH A LOCAL QUALIFIED PROFESSIONAL TO DETERMINE THE APPROPRIATE REVISIONS.) FOR ROOF LOADS, SEE ROOF PLAN. 5. THIS PLAN IS DESIGNED TO MEET 2012 WASHINGTON STATE ENERGY CODE CHAPTER 51-IIR WAG. UNDER PRESCRIPTIVE COMPLIANCE, TABLE R402.1.1. CONTACT LOCAL BUILDING JURISDICTION FOR YOUR CLIMATE ZONE. TABLE R402.1.1 INSUL. 4 FENSTRATION REQ'MTS BY COMPONENT a CLIMATE ZONE 5 4 h/ARLNE 4 6 FENESTRATION U-FACTOR i' o, 0,93 SKYLIGHT b U-FACTOR 0.50 65 GLAZED FENESTRATION SHGC b,° d-)29 NR NR CEILING R-VALUE J•` 49 49 WOOD FRAME WALL 9•k 1 R-VALUE 21 INT 21 + 5 Cl MASS WALL R-VALUE ' 21 h 21 .5h FLOOR R-VALUE BELOW -GRADE c,' WALL R-VALUE 10/15/21 T + TB IOA5/211iN + TB SLAB a R-VALUE 4 DEPTH 10, 2 FT. 10, 4 FT. For 61: 1 foot = 304.8 mm ci = continuous Insulation int = intermediate framing UP TO 15 Ft' GLAZED FENESTRATION 4 (U SIDE HINGED SOLID DR UP TO 24 ft' IS PERMITTED TO BE EXEMPTED FROM THE U-FACTOR REQ'MT OF TABLE R402.1.1 DUCTS TO BE INSULATED TO MIN OF R 8 . TBL-7 a. R-values are min. U-Factors 4 SHGC are max. When insul. is installed in a cavity which is less than the label or design thickness of the insul., the compressed R-value of the insul. from Appendix Table AIOIA shall not be less than the R-value specified in the table. b. The fenestration U-factor column excludes skylights, The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed Fenestration SHGC req'mts in Climate Zones I through 3 where the SHGC for such skylights does not exceed 0.30. c. '10/15/21. +TB' means R-10 Cont. Insul. on the ext, of the wall, or R-15 on the cont. insul. on the int. of the wall, or R-21 cavity insul. plus a thermal break between the slab 4 the basement wall at the int. of the baseme nt wall at the int. of the basement wall. '10/15/21.415' shall be permitted to met w/ R-13 cavity insul. on the int. of the basement wall plus R-5 cont. insul. on the int. or ext. of the wall. 'TB' means thermal break between Floor slab 4 basement wall. d. R-10 cont, insul. is req'd under heated slab on grade floors e. There are no SHGC req'mts in the Marine Zone F. Basement wall lnsul. is not req'd in warm -humid loc. g. Reserved h First value is cavity Insul., 2nd is Cont. Insul. or insul. siding, so '13 + 5' means,R-13 cavity Insul. plus R-5 cont. insul. or insul. siding. If struct. sheathing covers 40% or less of the exterior, cont. insul. R-value shall be permitted to be reduced by no more than R-3 in the loc. where struct. sheathing is used to maintain a consistent total sheathing thickness. . I. The 2nd R-value applies when more than half the insul. is on the interior of the mass wall. J. For single rafter - or joist - vaulted clgs., the R-value may be reduced to R-38. k. Int. (intermediate framing) denotes standard framing 16' o.c. with hdrs insul. with a minimum R-10 insul. I. Log and solid timber walls with a min. average thickness or 3.5, are exempt from this insul. req'mt. m. Where full height of uncompressed R-30 insul. extends over wall top plates a eaves, It can be used in lieu of R-38. R-36 may be used in lieu of R-413 where uncompressed thickness extends over top plates 9 eaves. AIR BARRIER: CONT. AIR BARRIER SHALL BE INSTALLED IN THE BDLG. ENVELOPE. BREAKS/JOINTS IN THE AIR BARRIER SHALL BE SEALED. AIR PERMEABLE INSUL. SHALL NOT BE USED AS A SEALING MATERIAL. INSUL. SHALL BE INSTALLED PER MANUF. GUIDELINES. INFILTRATION: THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION. THE FOLLOWING SHALL BE CAULKED, GASKETED, WEATNERSTRIPPED OR OTHERWISE SEALED WITH AN AIR BARRIER MATERIAL, SUITABLE FILM OR SOLID MATERIAL . • SPACE BETWEEN WINDOWS/DOOR JAM55 4 FRAMING AND SKYLIGHTS 4 FRAMING. • DUCTS, SHAFTS, UTILITY PENETRATIONS 4 FLUE SHAFTS OPENING TO EXT. OR UNCONDITIONED SPACE. • JUNCTIONS OF FOUNDATION 4 SILL PLATE 4 JUNCTION OF THE TOP PLATE 4 TOP OF EXT. WALLS. • HVAC REGISTER BOOTS THAT PENETRATE BLDG. THERMAL ENVELOPE (SEAL TO SUBFLOOR/DRYWALL). • RECESSED LIGHT FIXTURES INSTALLED IN THE BLDG. THERMAL ENVELOPE SHALL BE AIR TIGHT, IC -RATED (SEALED TO THE DRYWALL). • BETWEEN GARAGE AND CONDITIONED SPACES. . • AIR BARRIER TO BE INSTALLED ON FIREPLACE WALLS - FIREPLACE TO HAVE GASKETED DOORS. • OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH THE ROOF, WALLS, AND FLOORS • BUILDING ASSEMBLIES USED AS DUCTS OR PLENUMS • JOINTS, SEAMS, AND PENETRATIONS OF VAPOR RETARDERS • ALL OTHER OPENINGS IN THE BUILDING ENVELOPE WALL CORNERS 4 HDRS. SHALL BE INSULATED 4 SHALL BE SEALED. FLOORS, INCLUDING ABOVE GARAGE AND CANTILEVERED FLOORS - INSUL. SHALL BE INSTALLED TO MAINTAIN PERMANENT CONTACT W/ UNDERSIDE OF SUBFLOOR DECKING. THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE OF INSUL. RIM JOIST SHALL BE INSULATED 4 INCLUDE AIR BARRIER CEILING/ATTIC - AIR BARRIER 9 DROPPED CEILING/50FFIT SHALL BE ALIGNED W/ THE INSUL. AND ANY GAP5 IN AIR BARRIER SEALED. ACCESS OPENINGS, DROP -DOWN STAIR, ETC. INTO UNCONDITIONED ATTIC SPACE SHALL BE SEALED. BATT INSUL. INSTALLED IN ATTIC ROOF ASSEMBLIES MAY BE COMPRESSED a EXT. WALL LINES TO ALLOW FOR REQ'D ATTIC VENTILATION. WHERE PROVIDED a CRAWLSPACE, IN LIEU OF FLOOR INSUL., INSUL. SHALL BE PERMANENTLY ATTACHED TO THE CRAWLSPACE WALLS. EXPOSED EARTH IN UNVENTED EARTH SHALL BE COVERED WITH A CLASS-1 VAPOR . RETARDER W/ OVERLAPPING JOINTS TAPED. BATT INSUL. SHALL BE CUT NEATLY TO FIT AROUND WIRING 4 PLUMBING IN EXT. WALLS WITHOUT VOIDS/GAPS. AIR BARRIER SHALL EXTEND BEHIND ELECTRICAL/COMMUNICATION BOXES OR INSTALL AIR SEALED BOXES. EXT. WALLS ADJACENT TO TUBS/SHOWERS TO BE INSULATED AND AIR BARRIER SHALL SEPARATE THE INSULATED WALL FROM THE SHOWER/TUB. TESTING: DWELLING SHALL BE TESTED TO VERIFY LEAKAGE RATE DOES NOT EXCEED 5 AIR CHANGES PERHOU R 02 W 0 PASCALS). CO OFFICIAL MAY REQUIRE TESTING TO BY BLOWER DR. TEST AT A PRESSURE OF IN G. (5 P L DE L RE RE E BE COMPLETED BY APPROVED THIRD PARTY. SEE R402.4.1.2 FOR PROCEDURES AND DOCUMENTATION REQ'MTS. 6. ALL EXPOSED INSULATION IS TO HAVE A FLAME SPREAD RATING NOT TO EXCEED 25. A SMOKE DEVELOPED INDEX NOT TO EXCEED 450, WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 123, AND CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATTS PER SQUARE CENTIMETER 9 EXPOSED ATTIC INSUL 1. ALL WINDOWS W/IN A 24'ARG OF EITHER VERTICAL EDGE OF ANY DR. IN A CLOSED POSITION, WITH BOTTOM EXP05ED EDGE LESS THAN 60' ABOVE FLR. OR WALKING SURFACE SHALL HAVE TEMPERED GLAZING. 8. SKYLIGHTS ARE ASSUMED TO BE PRE -MANUFACTURED UNIT SKYLIGHTS. UNIT SKYLIGHTS SHALL BE COMPLIANT WITH THE REQUIREMENTS OF AAMA/WDMA/GSA 101/1.5.2/A440 13. ALL EXT. WINDOWS ARE TO BE DBL. GLAZED AND ALL EXT. DR5. ARE TO BE SOLID CORE W/ WEATHERSTRIPPING. PROVIDE 1/2' IN. DEAD BOLT LOCKS ON ALL EXT. DRS., AND LOCKING DEVICES ON ALL DRS. AND WINDOWS WIN 10 FT. (VERTICAL) OF GRADE. PROVIDE PEEPHOLE 54' - 66' IN. ABOVE FIN. FLR. ON EXT. ENTRY DRS. 10. BASEMENTS, EVERY SLEEPING ROOM AND HABITABLE ATTICS TO HAVE MIN. WINDOW OPENING OF 5.1 EQ. FT. WITH A MIN. WIDTH OF 20' IN. AND A BILL HGT. NOT MORE THAN 44' IN. ABOVE FIN. FLOOR 11. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS 4 SHOWERS, AND IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS, WHERE BOTTOM EDGE OF GLAZING IS LESS THAN 60' MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE, TO BE TEMPERED GLAZING. OPERABLE WINDOWS LOCATED MORE THAN 12' ABOVE FINISHED GRADE OR SURFACE SHALL HAVE LOWEST PART OF CLEAR OPENING A MIN. OF 24' ABOVE FINISHED FLOOR. GLAZING BETWEEN FINISHED FLOOR AND 24' SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4' DIA. SPHERE CANNOT PASS OR CODE APPROVED WINDOW GUARD (COMPLIANT W/ ASTM F2090). 12. SMOKE DETECTORS SHALL BE INSTALLED IN EA. SLEEPING ROOM, OUTSIDE THE IMMEDIATE VICINITY OF EA. SLEEPING AREA AND ON EA. STORY OF THE DWELLING. CARBON MONOXIDE ALA SHALL BE LOCATED IN EABEDROOM OR W/N 15 FEET OUTS(DE OF EA. BEDROOM DR. BEDROOMS ON SEPARATE FLR LEVELS IN A STRUCTURE OF TWO OR MORE STORIES SHALL HAVE SEPARATE CARBON MONOXIDE ALARMS SERVING EA. STORY. ALL SMOKE DETECTORS AND/OR COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED SUCH THAT THE ACTUATION OF ONE'ALARM WILL ACTUATE ALL THE ALARMS AND WILL BE AUDIBLE IN ALL SLEEPING AREAS OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. SINGLE STATION CARBON MONOXIDE ALARMS THAT ARE HARD WIRED SHALL BE EQUIPPED W/ BATTERY BACKUP. 13. ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS, EXTERIOR LOCATIONS AND GARAGES SHALL BE G.F.I. OR GF.I.C, PER NATIONAL ELECTRICAL CODE (N.E.C.) REQUIREMENTS. 14. INT. 4 EXT. STAIRS SHALL HAVE A MEANS TO ILLUMINATE THE STAIRS, INCLUDING LANDINGS d TREADS. INT.. STAIRS OF 6 STEPS OR MORE SHALL HAVE THE REQUIRED LIGHTING IN THE IMMEDIATE VICINITY OF THE TOP 4 BOTTOM OF THE STAIRS. EXT. STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE TOP LANDING OF STAIR. EXT. STAIRS LEADING FROM GRADE TO BASEMENT SHALL HAVE AN ARTIFICIAL LIGHT SOURCE IN THE IMMEDIATE VICINITY OF THE BOTTOM LANDING OF STAIRS. LIGHTING FOR INT. STAIRS SHALL BE CONTROLLED FROM TOP 4 BOTTOM OF EA. STAIR SEE I.R.C. 303.1 15. PROVIDE COMBUSTION AIR VENTS (W/ SCREEN AND BACK AM )FO D PER R FIREPLACES, WOO STOV ES, vES AND ANY APPLIANCES WITH AN OPEN FLAME, FIREPLACE FLUE DAMPERS SHALL BE TIGHTLY FITTING AND OPERATED BY A READILY ACCESSIBLE MANUAL OR APPROVED AUTOMATIC CONTROL. 16. BATHROOMS, UTILITY ROOMS 4 INDOOR SWIMMING POOLS 4 SPAS ARE TO BE VENTED WITH A FAN CAPABLE OF PRODUCING A MI 0 R N. 5 CFM INTERMITTENT OR 20 CFM CONT. AND KITCHENS CAPABLE OF 100 CFM INTERMITTENT O R 25 CFM CONT. ALL EXHAUST VENTS ETO BE VENTEDTO EXTERIOR. E ER R. THE EQUIVALENT LENGTH OF THE DRYER EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG LOCATED WITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION. 11. SPECIFIC MANUFACTURES AND MATERIALS DEPICTED ON THESE PLANS ARE AN INDICATION OF QUALITY AND STRENGTH. VERIFY ALL CONSTRUCTION MATERIAL 505TITUTION5 WITH CURRENT APPLICABLE BUILDING CODES AND LOCAL BUILDING OFFICAIL5 PRIOR TO INSTALLATION/SUBSTITUTION. 18. THIS DESIGN, UNLE65 PURCHASED WITH ITS SPECIFIC ENGINEERED ANALYSIS, HAS NOT BEEN REVIEWED FOR ANY SPECIFIC LATERAL DESIGN REQUIREMENTS. ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS (MANDATORY) ' This dwelling shall comply w/ sufficient options From table R406.2 so as to achieve the following min number of credits (choose applicable dwelling unit) ❑ I. Small Dwelling Unit: ........................ 0.5 points Dwelling units less than 1500 sq. ft. in conditioned floor area w/ less than 300 sq. ft. of fenestration area. Additions to existing building that are less than 150 sq. ft, of heated Floor space 2. Medium Dwelling Unit: ....... I .......... 1.5 points All dwellings units that are not in included in 01 or 413 ❑ 3. Large Dwelling Unit:.._ :..:........... 2.5 points Dwelling units exceeding 5000 sq. Ft. of conditioned floor area. select options from Table R406.2 below by placing mark to left of option number to achieve specified point requirements. TABLE 4062 OPT DESCRIPTION CREDIT(5) la EFFICIENT BUILDING ENVELOPE la: 05 Prescriptive compliance (s based on table R402.1.1, w/ the following modifications: % Fenestration U.=0.28 j Floor R-38, II - Slab on grade R-10 perimeter and under entire slab l Below grade slab R-10, perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the total UA 5%. EFFICIENT BUILDING ENVELOPE Ib: 1b Prescriptive compliance is based on table R402.1.1 w/ the following modifications: 1.0 Fenestration U.=0.25 Wall R-21 plus R-4 Floor R-38 . Basement wall R-21 Int plus R-5 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.lA: Reduce the Target UA by 15%. IC EFFICIENT BUILDING ENVELOPE Ic: Prescriptive compliance Is based on table R402.1.1 w/ the following modifications: 2.0 Fenestration ,U.=0.22 Ceiling and single rafter or joist -vaulted R-415 advanced Wood frame wall R-21 plus R-12 ci Floor R-35 Basement wall R-21 Int plus R-5 ci . Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.IA: Reduce the Target UA by 30%. 2a AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2a: Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 4.0 air 0.5 changes per hour maximum. and All whole house ventilation requirements as determined by Section M15013 of the I.RC. shall be met w/ a high efficiency fan (max 035 watts/cfm), not interlocked w/ the Furnace fan ventilation systems using a furnace including an ECM motor are allowed, provided that they are controlled to operate at low speed in ventilation only mode. To qualify to claim this credit, the building permit drawings shall specify the opt being selected and shall specify the max. tested building air leakage and shall show the heat recovery ventilation system 2b AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2b: 1.0• Compliance based on Section R402A.1.2: Reduce the tested air leakage to 2.0 air changes per hour maximum. and All whole house ventilation requirements as determined by Section MI5013 of the I.RC. shall be met w/ a heat recovery ventilation system w/ min. sensible heat recovery efficiency of 0.10. To qualify to claim this credit, the building permit drawings shall specify the opt being selected and shall specify the max. tested building air leakage and shall show the heat recovery ventilation system AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2c: 1.5 2C Compliance based on Section R402A.1.2: Reduce the tested air leakage to 1.5 air changes per hour maximum. and All whole house ventilation requirements as determined by Section MI501.3 of the I.R.C. shall be met w/ a heat recovery ventilation system w/ min. sensible heat recovery efficiency of 0.85. To qualify to claim this credit, the building permit drawings shall specify the opt being selected and shall specify the max. tested building air leakage and shall show the heat recovery ventilation system HIGH EFFICIENCY HVAC EQUIPMENT 3a: \A 3a Gas, propane or oil -fired Furnace w/ min. AFUE of 95% 0.5 To qualify to claim this credit, the building permit -drawings shall specify the opt being selected and shall specify the heating equipment type and the min. equipment. efficiency. 3b HIGH EFFICIENCY HVAC EQUIPMENT 3b: 1.0 Air -source neat pump w/ min H5PF of 8.5 . To qualify to claim this credit, the building permit drawings shall specify the opt being selected and shall specify the heating equipment type and the min. equipment. efficiency. 3C HIGH EFFICIENCY HVAC EQUIPMENT 3c: 2.0 Glosed-locp ground source heat pump, w/ a min COP of 33 or - open loop water source heat pump w/ a max pumping hydraulic head of 150 Feet and Min. GAP of 3.6 To clualiry Io claim this credit, the building permit drawings shall speclFy the opt being selected and shall specify the heating equipment type and the min. equipment. efficiency. / 3d HIGH EFFICIENCY HVAC EQUIPMENT 3d: 10 DUCTLESS SPLIT SYSTEM HEAT PUMPS, ZONAL CONTROL: I In home where the primary space heating system is zonal electric heating, a ductless heat pump system shall be installed and provide heating to at least one zone of the housing unit. To qualify to claim this credit, the building permit drawings shall specify the opt being selected and shall specify the heating equipment type and the min. equipment. efficiency. 4 HIGH EFFICIENCY HVAC D15TRIBUTION SYSTEM:' . 1.0 All heating and cooling system components Installed inside the conditioned space. All combustion equipment shall be direct vent or sealed combustion. Locating system components in conditioned crawl spaces is not permitted under this option. Electric resistance heat Is not permitted under this option. Direct combustion heating equipment w/ AFUE less than 80%i5 not permitted under this option. To qualify to claim this credit, the building permit drawings shall specify the opt being selected and shall specify the heating equipment type and shall show the location of the heating and cooling equipment and all ductwork EFFICIENT WATER HEATING 5a: 05 a Water heating system shall include one of the following: I Gas, propane or oil water heater w/ a min. EF of 0.62 o Electric Water Heater w/ a min. EF of 0.93. X and for both cases . All showerhead and kitchen sink faucets installed in the house shall be rated at b 1.15 GPM or less. All other lavatory faucets shall be rated at 1.0 GPM or less. To qualify to claim this credit, the building permit drawings shall specify the opt being selected and shall specify the water heater equipment type and the min. equipment efficiency and shall speclFy the max Flow rates for all showerheads, kitchen sink Faucets, and other lavatory Faucets. 5b HIGH EFFICIENCY WATER HEATING 5b: 1.5 Water heating system shall include one of the following: Gas, propane or oil water heater w/ a min. EF of 0.82 or Solar water heating supplementing a min. standard water heater. Solar water heating will provide a rated min. savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corp. (5RCC) Annual Performance of OG-300 Certified Solar Water Heating Systems . or Electric heat pump water heater w/ a min. EF of 2.0 and meeting the standards or NEEA's Northern Climate Specifications For Heat Pump Water Heaters or Water heater heated by ground source heat pump meeting the requirements of Option 3c. To quallry to claim this credit, the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the min. equipment efficiency and, For solar water heating systems, the calculation of the min energy savings. RENEWABLE ELECTRIC ENERGY: For each 1200 kWh of electrical generation provided annually by on -site wind or 0.5 . solar equipment a 0.5 credit shall be allowed, up to 3 credits. Generation shall be calculated as follows: • For solar electric systems, the design shall be demonstrated to meet this requirement usingthe National Renewable Energy Laboratory calculator VWATTs. R E L P 9y 9 Documentation noting solar access shall be included on the plans. For wind generation projects designs shall document annual power generation based on the following Factors: The. wind turbine power curve, average annual wind speed at the site, frequency distribution of the wind speed at the site and height of the tower. To qualify to claim this credit, the building permit drawings shall specify the opt being selected and shall show the photovoltaic or wind turbine equipment type, provide documentation of solar and wind access, and include a calculation of the min annual energy power production. FOOTNOTES: a. Interior Duct Placement: Ducts Included as Option 4 or Table R4062 shall be placed wholly within the heated envelope of the housing unit. The placement shall be inspected and certified to receive the credits associated w/ this option. EXCEPTION: Ducts complying w/ this section may have up to 5% of the total linear Fe et et of ducts located in the exterior cavities buffer v es or bu fe spaces of the dwelling. If this exception is used the ducts will be tested to the Following standards: Post -construction test: Leakage to outdoors shall be less than or equal to I CFM per 100 Ft of conditioned floor area when tested at a pressure differential of 0.1 Inches w.g. (25 Pa) across the entire system, including the manufacturer' r y g s air handler enclosure. All register boots shall be taped or otherwise sealed during the test. b. Plumbing Fixtures Flow Ratings: Low Flow plumbing fixtures (water closets and urinals) and fittings (Faucets and showerheads) shall comply w/ the following requirements: (U Residential bathroom lavatory sink faucets: Max. flow rate-3.8 L/min (1.0 gal/min) when tested in accordance w/ A5ME AII2.18.1/C5A 5I25.1 (2) Residential kitchen faucets: Max. Flow rate-6b L/min (1.15 gal/min) when tested In accordance w/ ASME A112.18YC6A B125.1 (3) Residential showerheads: Max flow rate-6b L/min (1.15 gal/min) when tested in accordance w/ A5ME A112.18.1/GSA 5125.1 FOUNDATION NOTES: 09/30/10 I. FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL DEVOID OF ANY ORGANIC MATERIAL AND STEPPED AS REQUIRED TO MAINTAIN THE REQUIRED DEPTH BELOW THE FINAL GRADE. 2. SOIL BEARING PRESSURE ASSUMED TO. BE 1500 PSF. 3. MAXIMUM SLOPE OF CUTS AND FILLS TO BE TWO (2) HORIZONTAL TO ONE (1) VERTICAL FOR BUILDINGS, STRUCTURES, AND FOUNDATIONS. 4. ANY FILL UNDER GRADE SUPPORTED SLABS TO BE A MIN, OF 4' IN. GRANULAR MATERIAL COMPACTED TO 95 0. 5. CONCRETE: - MIX AND 28 DAY STRENGTH OF CONCRETE. - BASEMENT WALLS 4 FOUNDATIONS NOT EXPOSED TO WEATHER: 2,500 PSI - BASEMENT 4 INTERIOR SLABS ON GRADE: 2,500 PSI - BASEMENT WALLS 4 FOUNDATIONS EXPOSED TO THE: WEATHER:, AND GARAGE SLABS 3,000 PSI - PORCHES, STEPS, 4 CARPORT SLABS EXPOSED TO WEATHER: 3,500 PSI MORTAR 4 GROUT TO BE MIXED PER MFR, REQUIREMENTS. TB`-' 6. GARAGE FLOORS TO SLOPE 1/8'/FT MIN. TOWARDS OPENING AS REQUIRED FOR DRAINAGE. CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25' FT. (MAX.) INTERVALS EA. WAY. SLABS ARE 10TO BE 5-1% AIR ENTRAINED 1. CONCRETE SIDEWALKS .TO HAVE 3/4' IN. TOOLED JOINTS AT 5' FT. (MIN.) O.C. 8. REINFORCING STEEL TO BE A-615 GRADE 60. WELDED OPTIONAL WIRE MESH TO BE A-185. 9. EXCAVATE 51TE TO PROVIDE A MIN. OF IV CLEARANCE UNDER ALL GIRDERS. 10, COVER ENTIRE CRAWL SPACE WITH CLASS I VAPOR RETARDER (e.g. 6 MIL POLYETHYLENE FILM). 4 INSTALL A RADON VENT BETWEEN GROUND COVER AND SOIL (PER IRC APPENDIX F,- SEE SHEET R), AS REQ'D WHERE VENT AREA IS LESS THAN 1/300 OF CRAWLSPACE AREA. ---II.--PROVIDE A MIN. OF I EQ. FT. OF VENTILATION AREA FOR EACH 1500 50, FT. OF CRAWL SPACE l AREA. LOCATE VENTS TO PROVIDE GROSS VENTILATION OF THE SPACE. IF CLA55 I VAPOR `___.RETARDER NOT USED, PROVIDE I ,EQ. FT. OF VENTILATION AREA FOR EA. 300 EQ. FT. OF CRAWL SPACE AREA, AND VENTS TO BE EVENLY SPACED TO PROVIDE CROSS VENTILATION, EXCEPT ONE SIDE OF BUILDING MAY HAVE NO VENT OPENING. VENTS ARE TO BE COVERED WITH 1/0' IN. MESH CORROSION RESISTANT SCREEN. 12. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR PROTECTED WITH 551 ROLL ROOFING. 13. BEAM POCKETS IN CONCRETE TO HAVE 1/2' IN. AIRSPACE AT SIDES AND ENDS WITH A MIN. BEARING OF 3' IN. 14. WATERPROOF BASEMENT WALLS BEFORE BACKFILLING. PROVIDING A 4' IN. DIA. PERFORATED DRAIN TILE BELOW THE TOP OF THE FOOTING (SEE BUILDING SECTIONS). . FRAMING NOTES: 09/21/10 I. ALL EXTERIOR WALL OPENINGS 4 BEARING WALL OPENINGS TO HAVE 4 X 10 HEADERS UNLE55 OTHERWISE INDICATED. IF BUILDING BUILT WITH 885/a' IN. STUDS USE 4 X 8 HEADERS UNLESS WISE NOTED ON THE PLAN. R . OTHE 2. ALL EXTERIOR WALLS TO BE BUILT OF 2 X 6 STUDS a 16' O.C. TYPICALLY UNLESS NOTED OTHERWISE. ALL INTERIOR WALLS ARE TO BE BUILT OF 2 X 4 STUDS 6 IV O.C. TYPICALLY UNLESS NOTED OTHERWISE. ALL INTERIOR WALLS SUPPORTING TWO OR MORE FLOORS AND I OR MORE ROOF/CEILING ASSEMBLIES SHALL BE 2 X 6 STUDS a IV O.G. FOUNDATION CRIPPLE WALLS SHALL BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE. WHEN EXCEEDING 4'-0' IN HEIGHT, SUCH WALLS SHALL BE FRAMED OF STUDS HAVING THE SIZE REQUIRED FOR AN ADDITIONAL STORY UNLESS SPECIFIED OTHERWISE. 3. ALL METAL CONNECTORS TO BE 'SIMPSON' OR EQUIVALENT. UND. JOISTS HUNG ON FLUSH BEAMS TO BE ATTACHED WITH U210 OR EQUIVALENT. MULTIPLE JOISTS USE U210-2/U210-3 AS REQUIRED. USE OF 10d X I- 1/2' NAILS ARE ALLOWED WITH THESE TYPE OF HANGERS UNLE55 NOTED ON THE PLANS. SEE NAIL CONVERSION CHART FROM CONNECTOR MANUF. CATALOG FOR OTHER NOTES AND RESTRICTIONS THAT MAY APPLY. 'USP' CONNECTORS CONSIDERED APPROVED EQUAL 4. PROVIDE DOUBLE JOISTS UNDER ALL WALLS ABOVE, RUNNING PARALLEL TO JOISTS AND 50LID BLOCKING BELOW ALL BEARING WALLS RUNNING PERPENDICULAR TO FLOOR J015T5. 5. PROVIDE POSITIVE VENTILATION AT EACH END OF EACH RAFTER SPACE AT VAULTED CLG AREAS, AND INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS. RAFTER VENTILATION 15 ALSO REQUIRED AT BLOCKING LOCATIONS ABOVE THE PLATE. 6. PROVIDE FIRE BLOCKING PER 2012 I.R.G. R602.8 4 R502.13, DRAFT STOPS PER 2012 I.RG. R502.12 1. HIPS, VALLEY'S AND RIDGES SHALL NOT BE LESS IN DEPTH THAN THE END CUT OF T4E RAFTER. 8. UNLESS NOTED OTHERWISE, P05T TO BEAM CONNECTIONS REQUIRE 'SIMPSON' BC SERIES CAP/BASE (OR 'USP' OR APPROVED EQUAL) CONNECTORS. EXTERIOR APPLICATIONS REQUIRE 'SIMIPSOW EPB SERIES BASES UN.O. AND INTERIOR GARAGE POSTS REQUIRE 'SIMPSON' CB SERIES BASES. 'USP' CONNECTORS CONSIDERED APPROVED EQUAL. 13. LUMBER SPECIES: A. POSTS, BEAMS, HEADERS JOISTS AND RAFTERS NO. 2 DOUGLAS FIR B. SILLS, PLATES, BLOCKING BRIDGING ETC. NO. 3 DOUGLAS FIR C. STUDS ISTUD GRADE DF. D. STUDS OVER 10' HIGH NO.2 OR BETTER D/F E. POST 4 BEAM DECKING UTILITY GRADE DF. F. PLYWOOD SHEATHING 1 112' CDX PLY, 32/16 G. GLU-LAM BEAMS (EXT. ADH 9 EXT. CONDITIONS) Fb-2400, DRY ADH. H. PSL MATERIALS , I Flo = 2900 E = 20 Fv = 290 .. LVL. MATERIALS - I Fb = 2600 E= V3 Fv = 285 - PSL INDICATES PARALLEL STRAND LUMBER LVL INDICATES LAMINATED VENEER LUMBER I. METAL HANGERS 4 FASTENERS USED WITH P.T. LUMBER TO BE STAINLESS STEEL OR HOT DIPPED GALVINIZED. BLKG 4 CLG JST TO SILL/GIRDER 3-8d (2/2 x0.113') TOE NAIL U CLG JST LAPS OVER PARTITIONS 3-10ci (3'x0.128) FACE NAIL CLG JST/COL TIE TO RAFTER 3-10d (3'xO.128') FACE NAIL RAFTER/TRUSS TO WALL fE 3-16d (31i2'xO.135') / 3-10d (3'x0.128') TOE NAIL (2/0 W RAFTERS TO RIDGE, VALLEY OR HIP 4-16d (311/2'xO.135') / 3-16d (31iz'xO.135') TOE / FACE NAIL 112' WOOD RATED 5HEATH'6 (UN.O.) 6d (2'xO.113') 6' EDGE/12' FIELD DBL, BUILT-UP STUDS 4 TOP fE 10d (3'xo.128') 24' O.C. (FACE) ABUTTING STUDS a WALL CORNERS 16d (31i2'xO.135') 12' O.G. (FACE) BUILT-UP HDR (2 PC5 W/ 12' SPACER) 16d (3i2'x0.135') 16' O.C. (EA. EDGE) CONTINUED HDR (2 PIECES) 16d (31/1'xO.135') 16' O.G. (EA. EDGE) CONTINUOUS HDR TO STUD 4-8d (21i2'xO.113') TOE NAIL DBL STUD LAP (24' OFFSET e JOINTS) 8-16d (31i2'xo.135') FACE NAIL a LAP Q SOLE R TO J5T OR BLKG 16d (311/2'x0.135') 16' O.C. (FACE) 3 SOLE iE TO JST/BLK'G g BRACE PANEL 3-16d (31i2'xo.1359 16' O.C. STUD TO SOLE PLATE 3-8d (21/2'xO.113') / 2-16d (311/2'xo.135') TOE NAIL TOP/50LE IE TO STUD 2-16d (31i2'xo.135') END NAIL TOP fE LAPS a CORNER/INTERSECTION 2-10d (311/2'x0.128') FACE NAIL I' BRACE TO EA. STUD 4 IE 2-8d (2i2'xO.113') / 2-5TAPLE5 1114' FACE NAIL * * 1/2'WOOD RATED SHEATHNG (UN.O.) 6d (2'xO.113') 6' EDGE/12' FIELD JST TO SILL/GIRDER 3-Sd (211/2'xo.113') TOE NAIL RIM JST TO TOP iE 8d (21i2'xo.113') 6' O.C. TOE NAIL RIM JST/BLK'G TO SILL fE ad (21/2'x0.113') 6' O.C. TOE NAIL W I'xb' SUBFLR OR LESS TO EA JST 2-Sd (211/2'xO.113') / 2-STAPLES 134* * ' FACE NAIL � 2' SUBFLR TO JST/GIRDER 2-16d (21i2'xO.135') FACE NAIL O 2' PLANKS (P 4 B FLR AND ROOF) 2-16d (2i2'xO.135') a EA BEAR'G W 0 BUILT-UP GIRDERS/BEAMS (2' LAYERS) 10d(3'x0.128') Q 32' O.G. STAGGERED TOP 4 BOT. W/ (2) NAILS 9 ENDS AND 9 SPLICES wM-PLY TIFLR JST (OVER 3 PLI S) i2 m BOLTS W/ WASHERS STAGGERED 24' o.c. 39'-I' WOOD STRUCTURAL PANELS 8d (21i2'xo.131') 6' EDGE/12' FIELD Na'4i4' WOOD STRUCTURAL PANELS loci (3'x0.148') / 8d (211/2'x0.1319 6' EDGE/12' FIELD 1/2' GYPSUM WALL/CLG. BD. (UND.) I�i2' ROOPG / 11/4' TYPE 'S'/'W' SCREW 1' EDGE/1' FIELD s/a' GYPSUM WALL/CLG. BD. (UND.) 134' ROOF'G / Isa' TYPE 'S'/'W' SCREW 1' EDGE/1' FIELD *(2) TOE NAILS ONE SIDE, (D ON OPPOSITE SIDE. **16 a. STAPLE W/ MIN 6' DIA. ERGO WIDTH ICL-J SPAN TAIBLES BASED ON 2012 I.RC. TABLE R5023.10), R5023.1(2), R8W2.4(I), AND R802A(2) JOISTS (ID" D.L.) FLR (40" LL/10" DL) lL/360I FLOOR (30" LL/10" DO (L/360) JOISTS 110� D.L.J CEILNG 20' LL/10" DO (L/240) CEILNG '10" LL/100 DL) (L/240) D.F."2 S AC'G P O.C. MAX. SPAN MAX. SPAN Dr. SAC' P GMAX. O.C. MAX. SPAN SPAN 2 X 6 • 12" 10'-9' II' 10' 2 X 4 12" 9'-10' 12'-5' 16 9 -9 10-9 16' 8 -9 II'-3' 24' 8'-1. 9'-1' 24' 1'-2" 9'-10' 2 X 8 12" 14'-2' 15'-1' 2 X 6 12' 14'-10' 19'-6' 16, 12'-1' 14'-1. 16' 12'-10' III-V 24' 10'-3' II'-6' 24' • 10'-6' - 14'-10' . 2 X 10 12" 11'-9" 19'-10° 2 X 8 12' IS-9' 25 8' 16" 15'-5' 11'-2' 16' 16'-3' 23'-O' 24' 12'-1' 14'-i' 24' 13'-3' 18'-9' 2 X 12 12` 20'-1' 23'-0' 2 X 10 12' 22'-11 26'-O'# 16" 11'-10' 19'-Il' 16' 19'-10, 26'-O's 24' 1 14'-1' 1 16'-3' 24' I 16'-3" 22'-II' THL-6 26 GA. G.I. FLASHING 2 X R.S. TRIM BD. ag WIRE a 12' O.C. STD BRICK SET FLAT HORIZONTAL. WRAP 11 I TIES AROUND WIRE 4' BRICK VENEER . I' AIR SPACE 22ga. MASONRY TIES -a �i 16' O.C. EA. WAY 150 BUILDING PAPER 1/2' CDX PLYWD 5HTH'G 2 X STUDS a 16' O.C. SEE BUILDING SECTIONS FLR. SYSTEM 26 GA. G.I. FLASHING (SEE PLANS) WEEP HOLES a 24' O.C. FLR SHT'G NAILED a 6' MAX O/C TO J5T W/ 'DTT2Z' CONTINUOUS LEDGER FLASHING (PER CODE) 'SIMPSON' LU526 W/ '51D9112' FASTENERS DECKING MATERIAL (SEE PLANS) 2 X 4 CONT. TOP RAIL (CLEAR CEDAR BEVEL TO SHED RAIN) 2 X 2 CEDAR BALUSTERS SPACED TO PREVENT PASSAGE OF 4' SPHERE I X 3 CONTINUOUS CEDAR - TOP 4 BOTT, 4 X 4 CLEAR CEDAR BOTTOM RAIL 11 FLOOR JSTS -/ 4 X 4 CLR CEDAR POST SIMPSON 'DTT2Z' ' 9 4'-O' O/C MAX. �I-1 (SEE PLANS) DECK JSTS (SEE PLANS) FOUNDATION MAY EITHER BE OFFSET 4' FOR BRICK OR A NOTE; ALL HARDWARE 1/2' HDG THREADED ROD 5is'� GALV. M.B. W/ 4' CONC. BLOCK FDTN. MAY TO BE COMPATIBLE W/ W/ NUTS AND WASHERS NUTS 4 WASHERS BE BUILT UP FROM THE P.T. MATERIAL P.T. 2 X 10 LEDGER W/ (2) FOOTING TO ABOVE GRADE LEDGERLOK 'FMLL358' OR (VERIFY ON SITE)4 EQ. 4a 16' O/C (UN.O.) MIN (3) 1Gd NAILS a EA JOIST ' PROVIDE a EA EDGE OF DECK la/4' EDGE DIST. (TIP TO _ <- M., (MIN 2 REQ'D) T "✓� 'SIMPSON' HD2AHDG OR DTT2Z F1 EX END FULLY BEYOND ` 2 X 8 MIN. . MEETS ORSC 4 I.R.G. FIG. 501.2.3 INSIDE FACE OF RIM BD) DECK JST 81?I CK N i� I� T,d i l DECK LEDGER (TYP UN.O.) DECK �,4 (L INCH SCALE I/2" = I'-0" M-BRKDET 7/01/13 2 3/4' = I'-0' DECIZLATCt?NN 3 SCALE : 1 1/2' = I'-0' M-DRAIL5 REV. 09/28/11 i / )) N 11 HANDRAIL ENDS SHALL RETURN . OR TERMINATE a NEWEL POST OR SAFTEY TERMINAL 111 • i Z i . . ':. '• ',.. . ka' PART: BD. BULLNOSE E : TREADS GLUED 4 SCREWED (INSTALL AFTER, ROOF ON) M :W ;..... 1..._....., 1 -.�... 4' -1L �' (MAX.) .. " v.. '' •.: \ l 10 (MIN. 10') 'SIMPSON' L550 EA. SIDE � 1/2' PLYWOOD RISERS 2 R ER (3) 2 X 12 STRINGERS 5/s' TYPE 'X' G.W.B. ' TYP. UNDER STAIR 6' DIA. MAX .5-TAIFR DETAIL SCALE ; 3/4" = I'-m" ' MIN WOOD 2 X 4 GYPSUM WALLBOARD WATER HEATER -�,__/ - HOLD TIGHT TO GYP. BD. PL,4N 144'� X 5' LAG SCREW FLEXIBLE WATER CONN SEISMIC STRAPPING NCI C I E R L NG TANK FROM BOTH SIDES. GYPSUM WALLBOARD WOOD 2 X 4 LEDGER 1/4'0 X 3' LAG SCREW WITH WASHER SEISMIC STRAPPING FLEXIBLE WATER CONN I 1 II WOOD2 x 4 G LED ER 1. II II II I I II . II II I SEISMIC STRAPPING I I 11 ENCIRCLING TANK 11 I FROM BOTH SIDES. 11 =z 11 I I WOOD 2 X 4 LEDGER II 11 i FLEXIBLE GAS CONN. II 11 II ANCHOR W. H. TO BASE I I 1 1 - BASE TO FLOOR ,' ', . . 11 TT RAISE PILOT LIGHT II 18' ABOVE F I I B E IN. FLR. _LJ- W.H.=Lr=V,4TION W1 SU I . FORT SCALE : 1/2" = i,_0., WHWALL * HANDGRIP SECTION BTWN 1112' 4 2' f_� -1 HANDRAIL BALLUSTER OR PARTITION (VERIFY STYLE) SHOE RAIL FOR BALLU5TER5 NOSING OFT TR EAD D 2 X 12 STRINGER 2 X BLOCKING Iv M - r r�-� Q PROVIDE MIN. 36" CLEAR WIDTH AT STAIRWAYS m b (, m on M-STAIR( 07/15/08 N FIRST STUD NOT BEHIND WATER HEATER. (o' MAXIMUM �\ FLEXIBLE WATER CONN. \ WATER NEATER ♦• 6' MAXIMUM \ \ SEISMIC STRAPPING \ ENCIRCLING TANK FROM BOTH SIDES. �� r PLAN . SEISMIC STRAPPING 144'� X 3' LAG SCREW W/ FLAT WASHER. FLEXIBLE WATER CONN. I; 11 Ii I I �)I SEISMIC STRAPPING ENCIRCLING TANK FROM BOTH SIDES. FLEXIBLE AS CO LE BLE G NN. RAISE PILOT LIGHT IS' ABOVE F B E FLOOR. R. ATTACH W.N. TO BASE 4 BASE TO FLOOR SCALE : 1/2" = 1'-0" WHCORN I/ �Plj � , ?/- - _ I I � i_)) I./ - r 1 I-' II [f 2 X 4 CONT. TOP RAIL (CLEAR CEDAR BEVEL � 1y TO SHED RAIN) f 2 X 2 CEDAR .BALUSTERS SPACED TO PREVENT PASSAGE OF 4' SPHERE z F 0 I X 3 CONTINUOUS CEDAR - TOP 4 BOTT. 4 X 4 CLEAR CEDAR BOTTOM RAIL 'SIMPSON' HD2AHDG OR DTT2Z 4 X 4 CLR CEDAR POST 0 4'-O' O/C MAX. -112y, 5ie'4' GALV. M.B. W/ - O - • - • - - NUTS 4 WASHERS 51MP50N A34 FRAMING ---- - QO - . - . ANCHOR o EA SIDE 4� \ z EA END (4 TOTAL) - X 8 MIN. BLKG 16' f ECK 11 fi�,d41L LNG DECK 4 SIDES SCALE : 1 1/2' = I'-O' M-DRAIL6 REV. 09/28/11 r 1. f P 11 t i'(. . l l I._1. I' �_ _ ENERGY HEEL TRUSSES (FLAT OR VAULTED CLG) ROOF BOUNDARY NAILING (SEE PLANS) 2 X SOLID BLKG Z L 3L �>Y 1 i Tm m O _ - _ M M o- Ex _ , o° E �n . -_-- 4 3< 3 �� -_"; c s� ` rn _ E o - O c c.1 's 4, -`a.E a -= oD. ; -- _ Or - Z_- 1; =`9 ? : _ w F -- o" _ _ -.- - ¢ d Z C. Cosa. _ - oo ¢ a °j° - - C _q Z O. - sa - a ,o wF E- `�E oON- _ oa-: o U o F- _ O - _ _ -=off as E'- = U w o _ _ w � w »a c _ u - Z Q o m E q - V 1Uun in'�= �L a 2 10 - 3 3 GW-GILBERT PROJECT MANAGER:AEM DRAWN 06/05/15 RJV FROM TOP B TO ROOF 5HT'G (VENT . PER ROOF PLAN) 51F15PON 'HIOA' . SEISMIC CLIPS EXTEND EXT. SNT'G TO TO TOP iE'S BOTTOM OF TRUSS TAIL (EDGE NAIL TO BLKG) I "� 2 X STUD (PROVIDE 'TSP' = TIE 9 32' O/C TOP IE'S TO STUDS FOR UPLIFT 0 CONTINUOUS LOAD PATH - F__ . >0- v *l- T�� R�NTra1 Copyright Act. Title Ii /, U.S CV 105413 = 0 THIS STAMP MUST APPEAR IN E U FOR THIS TO BE A LEGAL GO _ . I- o �,-, `¢pp`er � �j f � . 6fi Soh Fi1..1'w'" �u,y., % 1tJ _ v O AUG 2 0 20'l5 - z= nLJILDING DEPAM,,MENT - C3!'" f OF EDh4C36dDS � `� = . d � = � < 11 I= >- � WALL FRAMING O O � o = RIM JOIST �, O >_ N r_ . - D` o 1 11 11 _GRADE - : m 11 PONY WALL FRAMING Ln (O . • . �, TO MATCH WALL \ .. rn z. 25# SNOW W LOAD F AMI R NG ABOVE O F- F- F- 1- uu,, lit .-\. I"f� I' O LL W LL LL a, E 0. � W O . C7 CJ I. U' W . '-� F- rn to 0 CO . Q ' �� ¢ i� 1- N N � N _ .:I ' . •F- i= .. Cl) . --- t . . : .. * ;�� .. %%: 4. . 3: . I. =J ¢ w ,- '� - - ____ • w fr -___ • _ __......:.........:..................:..........-........ ----- ............_......_ __ . o 0 J ¢ W }i J W _ __.._.___. m.. __ _._ �____ . __ ._ . _._= - • _ __ Da < O ICr _-__.__._....._...._._...._..-.._.._.-_...-_--..._-----,------. .--- - cD _____:.c-_-.-._..__...._ _ _-_.______-___- --- -- 1• z _ I• .. .. L 1 SEE TYP WALL : 11• ' o SECTION FOR --- :1(,' • . . • . • . . • . o _........._._-. . FOUNDATION DESIGN 7� ............. ..................r....• U _�. ,........... _ _�_ _ Q 3103 - _ - --- - _ r�-t I i ,. •,1 JUG! I 1 20i5 W STFOOTINGDET1J..�)51f11i I ;i Ci9. 11/2" = I'-0" I CITY t� I?£1Lq)N`bS COPYRIGHT © 2015 ALAN MASCORD DESIGN ASSOCIATES, INC. RADON MITIGATION PASSIVE SUB -SLAB DEPRESSURIZATION RADON CONTROL SYSTEM FOR NEW CONSTRUCTION NOTES: I. ALL CONCRETE SLABS THAT COME IN CONTACT WITH THE GROUND SHALL BE LAID OVER A GAS PERMEABLE MATERIAL MADE UP OF EITHER A MINIMUM 4' THICK UNIFORM LAYER OF CLEAN AGGREGATE, OR A MINIMUM 4' THICK UNIFORM LAYER OF SAND, OVERLAIN BY A LAYER OR STRIPS OF MANUFACTURED MATTING DESIGNED TO ALLOW THE LATERAL FLOW OF SOIL GASES. 2. ALL CONCRETE FLOOR SLABS SHALL BE DESIGNED AND CONSTRUCTED. IN ACCORDANCE WITH LOCAL BUILDING CODES. ADDITIONAL REFS: AMERICAN'CONCRETE INSTITUTE PUBLICATIONS,'AC1302.IR' d 'AC1332R', OR THE POST TENSIONING INSTITUTE MANUAL, 'DESIGN AND CONSTRUCTION OF POST -TENSIONED SLABS ON GROUND'. 3. ALL OPENINGS, GAPS AND'JOINT5 IN FLOOR AND WALL ASSEMBLIES IN CONTACT SOIL OR GAPS AROUND PIPES, TOILETS, BATHTUBS OR DRAINS PENETRATING THESE ASSEMBLIES SHALL BE FILLED OR CLOSED WITH MATERIALS THAT PROVIDE A PERMANENT AIR -TIGHT SEAL. SEAL LARGE OPENINGS WITH NON -SHRINK MORTAR, GROUTS OR EXPANDING FOAM MATERIALS AND SMALLER GAPS WITH AN ELASTOMERIC JOINT SEALANT, AS DEFINED IN ASTM CS20-01. 4. VENT PIPES SHALL BE INSTALLED SO THAT ANY RAINWATER OR CONDENSATION DRAINS DOWNWARD INTO THE GROUND BENEATH THE SLAB OR SOIL -GAS -RETARDER MEMBRANE. 5. CIRCUITS SHOULD BE A MINIMUM 15 AMP, 115 VOLT. GRADE LEVEL F EXHAUST (10' FROM OPENINGS INTO CONDITIONED SPACES OF BUILDING) . ELECTRICAL JUNCTION BOX FOR FUTURE INSTALLATION OF VENT FAN± NOTE 5. ELECTRICAL JUNCTION BOX FOR FUTURE INSTALLATION OF WARNING DEACEi NOTE 5. 3'-4'[)IA. VENT PIPE (PVC OR EQUIVALENT) SLAB± NOTE 2 MIN, 4' THICK LAYER OF GAS PERMEABLE MATERIAL± NOTE I (SEE TYP. WALL SECTION ON '—PVC T-FITTING (OR EQUIVALENT) FOUNDATION, PLAN) TO SUPPORT VENT PIPE SL A5 ON-C Rr�tDE/"=3EL.OW_GfPADE (5ASEMENTS) 8U5-MEM5rw-ANE DEER SSURIZATION SYSTEM THE FOLLOWING CONSTRUCTION TECHNIQUES AND MEASURES ARE INTENDED TO MITIGATE RADON ENTRY IN NEW CONSTRUCTION. THESE TECHNIQUES MAY BE REQUIRED ON A JURISDICTION BY JURISDICTION BASIS. FOR EXAMPLE, AS OF APRIL I, 2011, IN THE STATE OF OREGON, THE COUNTIES OF MULTNOMAH, WASHINGTON, CLACKAMAS, POLK, YAMHILL, HOOD RIVER AND BAKER REQUIRE RADON MITIGATION. FOLLOWING THE U.S. E.P.A. 'MODEL STANDARDS AND TECHNIQUES FOR CONTROL OF RADON IN NEW RESIDENTIAL BUILDINGS', THESE SPECIFICATIONS MEET MOST NATIONAL CODES. THE BUILDER AND HOME OWNER SHOULD CHECK FOR ANY LOCAL VARIANTS TO THESE GUIDELINES. WILDING TIGHTNESS MEASURES THE FOLLOWING ARE POINTS OF ENTRY TO PROTECT FROM PASSAGE OF RADON GAS INTO LIVING SPACE - PROVIDE POLYURETHANE CAULK OR EQUIVALENT SEALANT AT THE FOLLOWING CRITICAL POINTS: SLAB ON -GRADE AND BASEMENT WALLS . • CRACKS IN CONCRETE SLABS • COLD JOINT BETWEEN TWO CONCRETE POURS • PORES AND JOINTS IN CONCRETE BLOCKS • FLOOR -TO -WALL CRACK OR FRENCH DRAIN • EXPOSED SOIL, AS IN A SUMP • WEEPING (DRAIN) TILE, IF DRAINED TO OPEN SUMP • MORTAR JOINTS • LOOSE FITTING PIPE PENETRATIONS • OPEN TOPS OF BLOCK WALLS • WATER (FROM SOME WELLS) • UNTAPPED FLOOR DRAIN TO A DRY WELL OR SEPTIC SYSTEM. CRAWL SPACE • CRACKS IN SUBFLOORING AND FLOORING • SPACES BEHIND STUD WALLS AND BRICK VENEER WALLS THAT REST ON UNCAPPED HOLLOW -BLOCK FOUNDATION • ELECTRICAL PENETRATIONS • LOOSE -FITTING PIPE PENETRATIONS • OPEN TOPS OF BLOCK WALLS • WATER FROM SOME WELLS • HEATING DUCT REGISTER PENETRATIONS • COLD -AIR RETURN DUCTS IN CRAWL SPACE CONDENSATE DRAINS SHALL BE RUN TO THE EXTERIOR USING NON PERFORATED PIPE OR SHALL BE PROVIDED WITH AN APPROVED TRAP. SUMP PITS THAT SERVE AS END POINT FOR A SUB -SLAB OR EXTERIOR DRAIN TILE LOOP SYSTEM, AND SUMP PITS WHICH ARE NOT SEALED FROM THE SOIL, SHALL BE FITTED WITH A GASKETED OR SEALED LID. WHERE THE SUMP IS USED AS THE SUCTION POINT IN A SUB -SLAB DECOMPRESSION SYSTEM, THE LID MUST BE DESIGNED TO ACCOMMODATE THE VENT PIPE. WHERE USED AS A FLOOR DRAWING, THE SUMP PIT LID SHALL HAVE A TRAPPED INLET. DUCTWORK WHICH PASSES THROUGH OR BENEATH A CONCRETE FLOOR SLAB SHALL BE FREE OF SEAMS AND MUST BE PERFORMANCE TESTED. DUCTWORK PASSING THROUGH A CRAWLSPACE MUST HAVE ALL SEAMS AND JOINTS SEALED (PER M1601.3.1). ALL JOINTS OF DUCT SYSTEMS USED IN THE HEATING OR COOLING OF A CONDITIONED SPACE SHALL BE SEALED BY MEANS OF TAPES, MASTIC, AEROSOL SEALANT, GASKETING OR OTHER APPROVED CLOSURE SYSTEMS. WHERE MASTIC IS USED TO SEAL OPENINGS GREATER THAN 1i4', A COMBINATION OF MASTIC AND MESH SHALL BE USED. CRAWLSPACE ACCESS OR UNDER -FLOOR MECHANICAL EQUIPMENT ACCESS, OR ANY OTHER ACCESS POINT FROM THE HABITABLE SPACE INTO THE CRAWL SPACE, SUCH AS DOORS OR PANELS, MUST BE CLOSED AND GASKETED TO CREATE AN AIRTIGHT SEPARATION. AIR HANDLING UNITS IN CRAWL SPACES SHALL BE SEALED TO PREVENT AIR FROM BEING DRAWN INTO THE UNIT. PASSIVE RADON CONTROL SYSTEM IN CRAWL SPACE FOR NEW CONSTRUCTION NOTES: I. INSTALL A LENGTH OF 3' OR 4' DIAMETER PERFORATED DRAIN TILE HORIZONTALLY BENEATH THE SHEETING AND CONNECT TO THE 'T' FITTING WITH THE VERTICAL STANDPIPE THROUGH THE SOIL -GAS -RETARDER MEMBRANE. THIS HORIZONTAL PIPE SHOULD NORMALLY BE PLACED PARALLEL TO THE LONG DIMENSION OF THE HOUSE AND SHOULD EXTEND NO CLOSER THAN 6 FEET TO THE FOUNDATION WALL. 2. VENTILATE CRAWLSPACES IN CONFORMANCE WITH LOCAL CODES± VENTS SHALL BE OPEN TO THE EXTERIOR AND BE OF NONCL05EABLE DESIGN. 3. CIRCUITS SHOULD BE A MINIMUM 15 AMP, 115 VOLT. GRADE LEVEL CONC. FOUNDATION (SEE TYP. WALL SECTION ON FOUNDATION PLAN) CRAWL 510ACE SU5-MEM5RANE DEPRESSURIZATION SYSTEM EXHAUST (10' FROM OPENINGS INTO CONDITIONED SPACES OF BUILDI') 1 L- ELECTRICAL JUNCTION BOX FOR FUTURE INSTALLATION OF VENT FAN* NOTE 3. ELECTRICAL JUNCTION BOX FOR FUTURE INSTALLATION OF WARNING DEVICE* NOTE 3. (PVC OR EQUIVALENT) — SEAL MEMBRANE AROUND PIPE PENETRATION ADJOINING SHEETS OF MEMBRANE OVERLAPPED AND SEALED PVC T-FITTING (OR EQUIVALENT) TO SUPPORT VENT PIPE hil r—P-AWL SPACE R►40ON MITIGATION IN ADDITION TO THE CRAWL SPACE SEALING REQUIREMENTS, ONE OF THREE RADON MITIGATION METHODS SHALL BE IMPLEMENTED. METHOD 01 - MECHANICAL VENTILATION (AF103.5, EXCEPTION) • PROVIDE AN APPROVED MECHANICAL CRAWL SPACE VENTILATION SYSTEM OR OTHER EQIVALENT SYSTEM. METHOD 02 - PASSIVE SUB -MEMBRANE DEPRESSURIZATION SYSTEM (AF103.5.0 • PROVIDE FOUNDATION VENTILATION SYSTEM (SEE FOUNDATION NOTES FOR CRAWLSPACE VENTING) • PROVIDE A SOIL -GAS RETARDER, SUCH AS 6 MIL POLYETHYLENE OR EQUIVALENT (SEE GAS -RETARDER NOTES) • PROVIDE A VENT STACK (SEE VENT STACK NOTES) METHOD 03 - CRAWLSPACE VENTILATION,AND BUILDING TIGHTNESS. • PROVIDE NO LESS THAN ONE NET SQ. FT. OF GRAWLSPAGE FOUNDATION VENT AREA PER EACH 150 SQ. FT. OF UNDER -FLOOR AREA (SEE FOUNDATION NOTES FOR CRAWLSPACE VENTING LOCATION REQUIREMENTS). • OPERABLE LOUVERS, DAMPERS, OR OTHER MEANS TO TEMPORARILY CLOSE OFF VENT OPENINGS ARE NOT ALLOWED TO MEET THE REQUIREMENTS OF THIS RADON MITIGATION METHOD. • DWELLINGS SHALL BE TESTED WITH A BLOWER DOOR, DEPRESSURIZING THE DWELLING TO 50 PASCAL's FROM AMBIENT CONDITIONS AND FOUND TO EXHIBIT NO MORE THAN 5.0 AIR CHANGES PER HOUR. • INSTALL A MECHANICAL EXHAUST, SUPPLY, OR COMBINATION VENTILATION SYSTEM PROVIDING WHOE-BUILDING VENTILATION RATES AS PER TABLE N1101.1(3). VENTILATION AIR REQUIREMENTS (cfm) FLOOR AREA (FT.') NUMBER OF BEDROOMS 0-I 2-3 4-5 6-1 >1 11,500'' 30 45 60 15 90 1,501-3,000 45 " 60 -15 90 105 3,001-4,500 60 15 90 105 120 4,501-6,000 15 90 105 120 135 6,000-1,500 90 105 120 135 90 >1,500 105 120 135 160 185 [ABLE N1101.1(3) SLAIB-ON-GR►4DE/IBASEMENT RADON MITIGATION A PASSIVE SUB -SLAB DEPRESSURIZATION SYSTEM SHALL BE INSTALLED DURING CONSTRUCTION IN BASEMENT OR SLAB -ON -GRADE BUILDINGS. FOLLOW THE NOTES HERE REGARDING BUILDING TIGHTNESS MEASURES AND ASSEMBLE THE FOLLOWING ELEMENTS OF THIS MITIGATION SYSTEM.. • PROVIDE A RADON VENT PIPE EXTENDING FROM A GAS PERMEABLE LAYER BENEATH THE SLAB FLOOR SYSTEM, THROUGH THE FLOORS OF THE DWELLING AND TERMINATING AT THE ROOF. • SEE NOTES REGARDING VENT PIPE, SOIL -GAS -RETARDER AND SLAB SUBFLOOR PREPARATION. SLAB SUS -FLOOR PREPAP.4TION • A LAYER OF GAS -PERMEABLE MATERIAL SHALL BE PLACED UNDER ALL CONCRETE SLABS AND OTHER FLOOR SYSTEMS THAT DIRECTLY CONTACT THE GROUND, AND ARE WITHIN THE WALLS OF THE LIVING SPACES OF THE BUILDING. THE GAS -PERMEABLE LAYER SHALL CONSIST OF ONE OF THE FOLLOWING: I. A UNIFORM LAYER OF CLEAN AGGREGATE, A MINIMUM OF 4 INCHES THICK. THE AGGREGATE SHALL CONSIST OF MATERIAL SMALL ENOUGH TO PASS THROUGH A 2' SIEVE AND BE RETAINED BY A 1/4' SIEVE. 2. A UNIFORM LAYER OF SAND (NATIVE OR FILL), A MINIMUM OF 4 INCHES THICK, OVERLAIN BY A LAYER OR STRIPS OF GEO-TEXTILE DRAINAGE MATTING DESIGNED TO ALLOW THE LATERAL FLOW OF SOIL GASES. SOIL-GAS-RETAfeDER • THE SOIL INCRAWLSPACES SHALL BE COVERED WITH A CONTINUOUS LAYER OF MINIMUM 6-MIL POLYETHYLENE SOIL -GAS -RETARDER. THE GROUND COVER SHALL BE LAPPED A MINIMUM OF 12 INCHES AT JOINTS AND SHALL EXTEND TO ALL FOUNDATION WALLS ENCLOSING THE CRAWL SPACE AREA. • THE SHEETING SHALL FIT CLOSELY AROUND ANY PIPE, WIRE OR OTHER PENETRATIONS OF THE MATERIAL. • ALL PUNCTURES OR TEARS IN THE MATERIAL SHALL BE SEALED OR COVERED WITH ADDITIONAL SHEETING. VENT PIPE (RADON) • A PLUMBING TEE OR OTHER APPROVED CONNECTION SHALL BE COP�'RiG 1 NOT! HORIZONTALLY BENEATH THE SOIL -GAS -RETARDER SHEETING AND CONNECTED TO A 3' OR 4' DIAMETER FITTING WITH X'ederal Copyright Act. Title t I. U.S VERTICAL VENT PIPE INSTALLED THROUGH THE SHEETING. • THE VENT PIPE SHALL BE EXTENDED UP THROUGH THE FLOORS TO TERMINATE AT LEAST 12 INBUILDING INCHES ABOVE HE ROOFSURFACE O 5 4 113 IN A LOCATION AT LEAST 10 FEET AWAY•FROM ANY WINDOW OR OTHER OPENING INTO THE CONDITIONED SPACES OF THE.BUILDING THAT ISLESS THAN 2 FEET BELOW �FEET FROM SSiAhiPMUS7APi'LARit� W NDOW OR O HER OPENING INADJO ADJOININGTHE EXHAUST ORADJDA m NT BU LE)INGSNF OR TH1310 BE A LEGAL CQ • IN BUILDINGS WHERE INTERIOR FOOTINGS OR OTHER BARRIERS SEPARATE THE SUB -SLAB AGGREGATE OR OTHER GAS -PERMEABLE MATERIAL, EACH AREA SHALL BE FITTED WITH AN INDIVIDUAL VENT PIPE. • MULTIPLE VENT PIPES SHALL CONNECT TO A SINGLE VENT THAT TERMINATES ABOVE THE ROOF OR EACH INDIVIDUAL VENT PIPE SHALL TERMINATE ABOVE THE ROOF. • ALL COMPONENTS OF THE RADON VENT PIPE SYSTEM SHALL BE INSTALLED TO PROVIDE POSITIVE DRAINAGE TO THE GROUND BENEATH THE SLAB OR SOIL -GAS -RETARDER. • RADON VENT PIPES SHALL BE ACCESSIBLE FOR FUTURE FAN INSTALLATION THROUGH AN ATTIC OR OTHER AREA OUTSIDE THE HABITABLE SPACE, OR AN APPROVED ROOF TOP ELECTRICAL SUPPLY MAY BE PROVIDED FOR FUTURE USE FOR A POWERED RADON VENT FAN. • ALL EXPOSED AND VISIBLE INTERIOR RADON VENT PIPES SHALL BE IDENTIFIED WITH AT LEAST ONE LABLE ON EACH FLOOR AND IN ACCESSIBLE ATTICS. THE LABEL SHALL READ: 'RADON REDUCTION SYSTEM.' POWER SOURCE REG2UI14MMENT • TO ACCOMMODATE FUTURE INSTALLATION OF AN ACTIVE SUB -MEMBRANE OR SUB -SLAB DEPRESSURIZATION SYSTEM, AN ELECTRICAL CIRCUIT TERMINATED IN AN APPROVED BOX SHALL BE INSTALLED DURING CONSTRUCTION IN THE ATTIC OR OTHER ANTICIPATED LOCATION OF VENZ PIPE FA b. AN suPPLY SHALL ALSO BE ACCESSIBLE IN ANTICIPATED LOCATION OF SYSTEM ` FAILURE ALARMS. COMBINATION FOL910ATIONS • COMBINATION: BASEMENT/CRAWL SPACE OR SLAB-ON-GRADE/CRAWL SPACE FOUNDATIONS SHALL HAVE SEPARATE RADON MITIGATION SYSTEMS IN EACH TYPE OF FOUNDATION AREA. PASSIVE SUB -SLAB . AND PASSIVE SUB -MEMBRANE RADON VENT PIPES MAY BE CONNECTED TO A SINGLE VENT TERMINATING ABOVE THE ROOF, OR EACH VENT MAY INDIVIDUALLY CONINUE TO TERMINATE ABOVE THE ROOF (SEE VENT PIPE NOTES). 1,7 'F �+ JUN 1 :l. 2Di5 •S n G 1`f ,I-V Ui ui�ICI' dJS T's _ — m F-oUua fn- m �� 23103—R—GILE3ERT PROJECT MANAGER:AEM DRAWN 06/05/15 RJV cr 0 W '¢ m 0 0 J 0 cl: a LL I ¢ W 11 L J 0 W Z Q Q cc a¢ 0 COPYRIGHT © 2015 ALAN MASCORD DESIGN ASSOCIATES, INC. • SHEAR WALL SCHEDULE SEISMIC ZONE D APA RATED PLYWOOD OR ORIENTED STRAND BOARD (1 ) FASTENERS (3),(5),(6),(7) SOLE fB SILL PLATE ALLOW MARK PANEL THICKNESS NAILING NOTES LOAD 0 PANEL AB TYPE EDGES (14E SPACING WIND SINKER 346" or 0.131 x 2Yr"260 6" O.C. 6" O.C. 2X 48" O.C. 1%2" F. RH. P—NAIL A 1 r, or 0.131 x 2Yi" m 4" O.C. 4" O.C. 2X 46" O.C. �Q 1 32" F. RH. P—NAIL ,33�5U0 or 0.131 0 x 2e 2" O.C. 3" O.C. 2X 3X 13" O.C. see (4) EM 1%2' F. RH. P—NAIL 34" O.C. 6M or" 0.131 � x 2r 2" O.C. 2" O.C. 3X 22" O.C. see (4) 1 " �32 F. RH. P—NAIL or 0.131 0 x 2Yr` 3" O.C. 3" O.C. DBL 2X 3X 20" O.C. see (4) 980 EA, SIDE F. RH. P—NAIL 20" O.C. 46" or 1 2 0.131 ♦ x 2r 2" O.C. 2.5" O.C. 3X 16" O.C. see 1280 TM EA. SIDE F. RH. P—NAIL (4).(8) F 8 1%2'. 0.148 0 x 3" F. RH. P—NAIL 2" O.C. 2" O.C. 3X 13" O.C. see 1540 EA. SIDE (4),(8) (1) 2X D.F. studs max. 16" O.C. (2) Anchor bolts to be %'0 j—bolts w/min. 7" embedment into concrete. Secure with BP 6Y8"-3 or BPS 5/g"-3. BPS 5/8"-3 requires on additional std. cut washer. (3) Intermediate studs nailed 0 12" O.C. (4) Framing 0 adjoining panels to be 3x nominal or wider, w/nailing staggered. (5) 0.131"0 X 2yp" F. RH P—nall may be replaced with 0.131"0 X 2V common nail or 0.113"0 X Zh"hot dip or tumbled galvanized box nail, (6) 0.14800 X 3" F. RH P-nail may be replaced with 0.1480 X ® 3" common nail or 0.128 0 X 3" hot dip or tumbled galvanized box nail. W (7) "F. RH. P-nail"- designates a full round -head power nail. (8) Minimum 4X6 post 0 each end. C) (9) Holdowns occur 0 each end of each shearwall & fasten to min. double 2X studs. Wall sht'g. shall be edge nailed Z to each holdown stud. (10) CMST 14 X 36"L w/(8) 16d common each end. ® MST 37 w/(10) 16d common or sinker each end. MSTC40 wA14) 16d sinkers each end. (11) CMST 14 X 60"L wA22) 16d common or sinkers each end. MST48 wA16) 16d commons ® each end. MSTC52 wA22) 16d sinkers each end. (12) CMST 14 X 72"L wA29) 16d common or sinkers each end. MST60 wA23) 16d common each end. MSTC66 wA32) 16d sinkers each end. (13) May use an HHDO14 In place of HDU-14. (14) 3X plate required where shown on foundation plan, 03/11 /14 • HOLDOWN SCHEDULE • MARK SIMPSON FASTENERS CAPACITY NOTES (9) MODEL# (LBS.) No Connect btm. plate to holdodown floor jst/ririm/bm/blkg. N/A required w/16d O 4" O.C. CMST12 x 36" Long (7) 16d common nails at each end. 11500 For equivalent options. (10) I see 2 CMST12 x " 48 Long (16) 16d common nails at each end. 3,430 For equivalent options, see (11) CMST12 x (22) 16d common Halts at each end. 4.70o For equivalent options, 3 60" Long see (12) CMST12 x (29) 16d common nails at each end. 6,210 Q 72" Long CM,ST12 x 90" Long (39) 16d common nails at each end. 8.350 Equivalent option STH014RJ (30) 16d sinkers. 2,685 is an HITS below. HTTS (26) 16d sinkers 5.090 Equivalent option is on HDU-5 l SB%x24 W/(14) SDS A_ X 2Y1" screws. $ HDU-8 (2S x 2 screws, SB?�24 7'870 Min. (3) 2x or 6x with studs Waited together w/16d sinker O 6` O.C. (30) SDS Y4' X 2h* screws, I.")threaded rod A.B. 6X6 post req'd. HDU-11 w/ 2Y4"x2Y4!lxVplote or BPI 9.535 30X30X12' deep min. ftg. 9 btwn. (2) nuts. Min 10" ftg. req'd. O ea. anchor bolt. embed. X 21¢" screws, 1_0 307SDS threaded 1`0 A307 threaded rod A.B. 6X6 post req'd.. 0 HDU-14 see (13) w/ 2Y"x2Y'x%'plate or BPI btwn. (2) nuts. Min 10" ftg. 14.445 re Heavyhex nut req'd. XI " 12 deep min. fig. embed. req'd. O ea. anchor bolt. req'd. o FRAMING CLIP SPACING SCHEDULE O.C.® sommosom LTPF,A35:8d COMMON X 1Y2"LONG NAILS. LS50, L50:10d COMMON X 3"LONG NAILS. SHEAR WALL FRAMING CLIP OPTIONS LTP4 A35 LS50 L50 18" 20" 27" 20" 14" 15" 20" 15" 8" 91, 12" 8" /G\ 5.5" 6" 8" 6" toll 11" 14" 10" E \ 8„ 8„ 11 8" t- S. 6.5„ 7„ 9„ 7„ PLEASE THE TO CONNE( FLOOR SHEAR FLOOR TYF`ICA APPRO GENERAL NOTES LEGEND (1) All fasteners exposed to • APPROX. HOLDOWN LOCATIONS weather shall be galvanized. SHEAR WALL LOCATIONS (2) All exterior walls shall be built to "S" shearwall requirements as O DETAIL REFERENCE TAG a minimum. 3X 3X SILL PLATE REQUIRED fE (3) Sheathing on shearwalls shall not be interrupted by any wall C2nXDBL. 2X SILL PLATE REQUIRED butting into shearwall. E� SHEAR WALL LINE (4) Builder to verify installation { LOAD FROM ABOVE requirements for all hardware PnnnPPflnna nor mAnll#An#.IrGI IQI nnl IRI P -7-A I I ti rl WM & BEIMC ANALYSIS 201Z IBC ROWELL M.P.N.: 110 EXP.. 13 SEIS. CAT.: IO ZIP: W020 N ME 4), Cy�:] 1. Rd COPYRIGHT NOTIM Federal Copyright Act. Title It. U.S. Cot 105413 THIS STAMP MUST APPEAR IN RED FOR THIS TO BE A LEGAL COPY uPPE� FLOOD PLAN Fit nl� � { SCALE : I/4' I'-m' JUN 112015 DEVEL i,':, t� I Oi:: ,v'iGE= %.l . CITY OF EDIMONDS COPYRIGHT 2013 ROWELL ENGINEERING EDGE NAILING (2) 2x OR LARGER /-DEPENDING ON N.D. —M o LARGEST OF THE (2) H.D'S a CORNER EDGE NAILING LARGEST OF THE (2) H.D STRAPS 0 CORNER (2) 2X OR LARGER (DEPENDING ON H.D.) F u 0 FOUNDATION Q UPPER FLOOR CO1" 15INED 140LUOWN e CORNER SCALES 3/4' a I'-0' GONmm-to REV 8-1-15 - OCUI3LE 1 X 4 OR 6 FRAMM6 A LOCATION SEE SCHEDULE n .•.: .•`� THRE ED ROD III II•i AX,I RA'1 O I i ;i 1 i� lI ; PHEA i ItJi's i I tC� SLEEVE NUT a . 111 ',I1•.f ''I 11 BOLT ►CE I - A I I '' ' I r---'SIMPSON' •STAB 11 : • ' II '.'. BOLT !SEE.'. II !sa B4R ' •' : �� SCAED.UI_E): u• �.. . • ' • : '• •. ' .ccNcieeTe Fc�LMDArigri .. � '• • . . HOL DOWN E XTEN. SCALE: 3/4' a I'-0' HD-EXTEN MAIN FL002 PLAN SCALE : 1/4' I'_m■ VIN MIN. H/3.5 dL SIM 'MSTA30' EA. DE, (4)-TOTAL L( HEADER (CONTINUOUS) CONTINUE HEADER TO BLDG. CORNER 4 NAIL SHEATHING TO HEADER W1 0.1481m X 21/4' F. RH. P-NAILS a 3' O.C. BOTH WAYS WINDOW (OR OTHER OPEN'G) I 15/32' APA-RATED SHTH'G I. ,FROM SINGLE SHEET, FASTENED PER SHEAR I SCHEDULE SPECfFIC �.Tl'aNS I AND NOTES • 1-- _ _ _ _ BLOCK ALL PANEL EDGES n I PER SHEAR SCHEDULE II I• • SPECIFICATIONS 4 NOTES J J ��FRF NO SCALE 03 TIES e 10' O.C. (3) "5— EACH SIDE ■orrAFsffm TOP 4 BOTTOM ® CORNERS G DOOR W/ (4) �i� OUJ SNEL (REDUCES PANEL HGtJ NRwSHEAR30 TEAR SCHEDULE AND FOR HOLDDOWN SPECS II II I I I I u (REDUCES PANEL HGT.) T - FT - SIMPSON 'MSTA36' I I I I EA. SIDE, (4)-TOTAL I I'I 2X CRIPPLE WALL OVER I _ I HEADER, W/ 11/7' SPLICE -- ---+� JOINT LW CONT. NAILING HEADER (CONTINUOUS) �--- CONTINUE HEADER TO BLDG. CORNER 4 NAIL SHEATHING TO HEADER W1 0.14S'h X 21/4' F. RH. P-NAILS +� V O.C. BOTH WAYS GAR4GE (OR OTHER OPEN'G) i— 15/32' APA-RATED SHTH'G FASTENEWGLE SHEET, D PER SHEAR 5CHEOULE SPECIFICATIONS AND NOTES BLOCK ALL PANEL EDGES PER SHEAR SCHEDULE SPECIFICATIONS 4 NOTES SEE SHEAR SCHEDULE AND NOTES FOR HOLDDOILN SPECS PAMPI :: on•ru PLAN VIEW OF STEM WALL I' CONC. SLAB 7-M:1N..12'xl2' CONT. TING s ARAGE '4 CONT. Gtsrmv FA°f 29, 2016 R ES PSI AUG 2 u 2015 BUILDING DEPARc-MENT CIT1' OF rDAft?NDS COPYRIGHT © 2013 ROWELL ENGINEERING a'; I I SHEATHING TO I i I I v vW` Sheathing." MATCH WALL BELOW 2 X STUD WALL I I I 2" max. 'SIMf'SON' A35F (PER SPECS OP Shear nailing. I • I I ' I Ceiling joists or truss. w EACH BLOCK WALL BELOW) Bottom chord I I I Lower floor edge nailing. (OR I6' O.C.) I ' SOLID BLK'G Edge nailing. ---- -- ---- ----------- Lower floor staggered CLG. JST, edge nailing. Edge nailing. 2 x studs (SEE SCHEDULE) SHEATHING 2 X STUD WALL Sheathing. C hin 11 Sheathing, see 2 x st dsschedu le RBC SCHEDULE (Roof Boundary Clip) Blocked diaphragms only Req. nailing Clip spacing 8d @ 6" 36" o.c. 8d @ 4" 18" o.c. 10d @ 4" 12" , u . . SECT. CC Rafter / Truss at eaves MM Interior shearwall parallel to trusses (4) 16d each side. Scale: 1" =1'-0° Floor joists parallel Beveled blocking at brace. Scale: 3/4" = 1'-0" Interior shearwall perpendicular to trusses p . L30 clips at blocking. Scale: 1" = 1'-0" Scale: 1" = 1'-0" g Boundary nailing into lookouts or blocking adjacent to brace. Sheathing, see schedule. 8d commons @ 6" o.c. ERIOIX K`00F DETAILS2x studs. Blocking with shear nailing B 00 chord. (C_, Floor sheathing. into top Lam' Floor joists. ' Shear nailing. 2x blocking with shear nailing Floor sheathing. Upper floor edge nailing. 450+ 16d @ 6" o.c. into top plate. See schedule. Nailing to match shear wall Edge nailing. 2 x 4 flat stiffener. edge nailingrequirement.0-8 Nailing to match shear wall q Sheathing to match 2 x 4 angled brace. edge nailing requirement. Shear nailing, see g g q schedule. 2" max. wall below. � B Floor sheathing. Sheathing 2x blocking. break. A ` Stiffener isI�esstbe ed if than 6'.DRAWN os/,a/,s JLY PC 08/07/15 JLY I 2" max. I Framing clip. (see SECT, A -A I Lower floor edge Mailing, schedule) A Scale: 1-1/2" = 1'-0" Lower floor staggered edge nailing. Connect joist to blocking -' 2 x studs g• with shear nailing. 2x blocking Edge nailing. Sheathing, see Edge nailing. Sheathing. Sheathing. Boundary nailing into blockin or joist. schedule. 2 x studs Edge Nailing. Shear nailing, see Structural sheathing. GBC clip. L30 clip. schedule. 2 x studs. Top chord. Floor joist. 2 x 4 angled braces 48" o.c. 2 x studs. Floor igists, i Structural Sheathing. perpendicular Scale: 1" = 1'-0" 2 x 4 angled brace (4) 16d blocking to brace. Gable end truss ° Parallel to joists Wall below Perpendicular to joists Wall below Scale: 1" = 1'-0" SECT. B'B ,scale: 1-1/2 -1 0 Scale: 1" = 1'-0" Scale: 1" = 1'-0" '�' "- '- " ZD EXTERIOIX %J ti LINO T E R I OR' U rn rOm & E R" FLOOM DETAILS F L 0 0 ["0") E TA I L S A I E"ERIO.' 00 F D E I AI LS IL Oj 2x studs. �- 2x studs. 2x blocking @ 48" ox � 3 Floor sheathing. �• .o W .o g 8d @ 3 o.c. J > Sheathing, see 2x studs Shear nailing. g Shear nailing, see — schedule. Sheathing, see schedule. schedule. schedule. W = Mudsill, see schedule Edge nailing, see schedule. 2x studs Sheathing per Ian. a � g p P Sheathing, see for requirements. Shear nailing, see schedule. Edge nailing. schedule. _ 3 Sheathing, see Edge Nailing. Floor sheathing. schedule. Edge nailing. - g Oo` Threaded rod (or SSTB). Floor joists. Mudsill, see schedule � or requirements. COCont. 2x rim. Cont. 2x rim. � o Continuous double blkg. Edge nailing. Sheathing. '- � o Framing clip, see schedule. �� g Sheathing. .o 0 Edge nailing. Edge nailing. I I Mudsill, see schedule I M ; . 25# SNOW LOAD Mudsill, see schedule E I I I I for requirements. for requirements. I l w I I P.T. plate, see schedule for �_--� — — ,L ,� ,L ,� L------J size and anchor bolt req. —� �_� Mudsill anchor bolt. Mudsill anchor bolt. , I d d d d m=iii- Crawls ace. 8" Concrete wall _ (see schedule for size A — (see schedule for size �`-- __ &spacing.) N M L "772" _ — & spacing.) 1 I I I I E I IEI I E-E E I I I EI T IEI I IJU11J. �5 w Double nut with 2" dia. _= I I I I o o ¢ UJ Q washer between. '�� J w #4 bars 18" o.c. CL — _ Holdown bolt @ slab on grade h II II�II S ear wall perpendicular joists Garage slab FI . Scale: 1" = 1'-0" Scale: 1" = 1'-0" oor joists perpendicular Floo joists parallel L31v3 Scale: 1" = 1'-0" Scale: 1 " = 1'-0" Scale: 1 " = 1'-0" R I S U AUGINTERIOR" FOU0,01'N'Ur"NATION DETAILS Im 0 I2 0 2-015 11MODATIO" "ET A I LSDEP�R TPv�EIU 1 EXTEr)IOR FOUL I N U 1 1-1 �taiLnirac� _ s � • COPYRIGHT © 2013 ROWELL ENGINEERING �'�"! oh ECDnPVNIDS