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HomeMy WebLinkAboutPermit File BLD-2021-0181 4317 Cherry Court (4) MMM 11 FOR Eco / 62'-0° y/3" Il COD io �` to ,4 G.0 Y r, 1-, / 12'-0" / 34'-0" / :1:" ylli, Ty CI yy y4111 ' 1891io //554' 15'-6 i2' 554'" / °O oc°g� ,�`° FOUNDATION NOTES .F/ELD‘14 _ LANDED GENTRY 0. to HOMES AND COMMUNITIES 1. INSTALL PRESSURE-TREATED 2x6 SILL W/ 1/2" DIAMETER x 10" ANCHOR BOLT \ H--- \ \ 4 3"x3"x1/4" PLATE WASHER e 4'-0" 0,C, ATOP FOUNDATION WALLS PARALLEL O NOTE: TO FLOOR JOISTS. WHERE FLR. JSTS. ARE HUNG FROM FDN. INSTALL P.T. 2x8 IO O SILL RIPPED TO 6" W/ 1/2" DIA, x 10" A,B, 4 3"x3"xl/4" PLT, WASHER e 4'-0" I I 1. COORDINATE W/MECH. & ELEC. CONTRACTORS O.C., MINIMUM 2 BOLTS PER PIECE MIN. 12" FROM END TYPICAL THROUGHOUT I FOR LOCATIONS&SIZES OF FOUNDATION/SLAB T © BLOCKOUTS. 2. INSTALL 4" PVC DRAIN PIPE BELOW FOOTING 6LOW POINT FOR POSITIVE 2. 16x8 POUR-IN-PLACE FOUNDATION VENTS (VERIFY DRAINAGE DURING CONSTRUCTION. VERIFY PLACEMENT OF 4" PERFORATED I I W/BUILDER). 14 VENTS REQUIRED. VENTS TO BE FOOTING DRAIN PIPE IN FREE-DRAINING GRAVEL BASE O I ® 0' © LOCATED WITHIN 2' 0"OF CORNERS (MIN.). 3. 4x4 POST ON 90* FELT. USE 4x6 POST AT BEAM SPLICE. CONNECT POST TO ® © OO I- I I� , I FLOOR JOISTS: BEAM W/ lx4xl6 GUSSET BOTH SIDES OR SIMPSON BC POST CAP (VERIFY SIZE). \ \ I a �� 5y \ \ LAYOUT SHOWN THIS SHEET IS FOR 2x FRAMING. IF CONNECT POST TO FTG. W/ SIMPSON A33 (OR EQ.) NAILED TO POST AND O r ENGINEERED I-JOISTS ARE USED, MANUFACTURER POSITIVELY CONNECTED TO CONC. FOOTING BELOW N r r SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN \ - o o a 1 I o o a o I I a 0 a 0 a 1 I o a o a o I o TO THE BUILDING DEPARTMENT FOR APPROVAL 4. FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM SOIL BEARING OF 1,500 I ;,c r J PRIOR TO FABRICATION AND INSTALLATION. POUNDS PER SQUARE FOOT I , , FLOOR SHEATHING: I 5. INSTALL 1,000* CAPACITY UPLIFT DEVICE (VERIFY TYPE W/ BUILDER, VERIFY I I O 1. USE 3/4"CDX OR OSB STURDI-FLOOR T&G, GLUE AND INSTALLATION W/ MANUFACTURER SPECIFICATIONS) O I a I 0 OVERLAP FLR. JSTS 3" NAIL W/RING SHANK 8d's AT 6"O.C. EDGES& 12"O.C. 10 c,�•, WALL/BEAM BEARING 4 FIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. 6. INSTALL 3,500* CAPACITY UPLIFT DEVICE (VERIFY TYPE W/ BUILDER, VERIFY `' NAI_ TOGETHER W/ (3)10 ' INSTALLATION W/ MANUFACTURER SPECIFICATIONS) I a I NAI_S PER IRC R502.6.1 2. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY I , I © (TYP.) 4x8 HF 2 TYPICAL BENEATH ALL POST LOCATIONS AND BETWEEN UPPER - -_ - — - AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN O 11-4" x 8" CONC. FTG. W/ (2)*4 REBAR CONT. — - — _ - — - _ - — r - — r--- , I D y—Iy � (TYP ) ; ; � I LOCATIONS. \ -, lE - — - -)21 - - =i I - ; ,— 2 - -® ,— - — - ,— — - -tZ+ - — - lgl- ,— - — - 4' \ OB 6" CONC. FOUNDATION WALL W/ REBAR PER R403.1.3.1 4 IRC TABLE I 1 1 1 3. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR 404,1,2(1) - 404.1.2(8) 4 *4 REBAR CONTINUOUS 6 TOP I 51-0" 51-0" 51-0" 51-0" 5-O" 51-0" 51-0" 51-0" 51-0" 51-0" BEARING LOCATIONS WHERE THERE IS A LOAD BEAR / I / / / X / / / ING WALL ABOVE. OC 1'-6" x 1'-6" x 8" CONCRETE PAD FOOTING W/ 4x POST ON 9O* FELT (OR EQ.) PER NOTE *3 ABOVE '0 = a I 4. IF ENGINEERED FLOOR JOISTS ARE USED PROVIDE TIMBERSTRAND RIMS WHERE FLOOR JOISTS BEAR AT O EXTERIOR WALLS. OD 4" CONC. SLAB W/ FIBER REINFORCEMENT THROUGHOUT (VERIFY TYPE W/ CONC. O I ',c I O ' SUPPLIER). SLOPE I/8" PLF MINIMUM TOWARD GARAGE DOORS I a I N 5. METAL CONNECTORS: SIMPSON COMPANY OR EQUAL. ® f ',c I N ' 6. FIELD CUT ENDS, NOTCHES,AND DRILLED HOLES OF 0 4" CONC. PATIO SLAB (VERIFY FINISH W/ BUILDER) W/ FIBER REINFORCEMENT PRESSURE-TREATED WOOD SHALL BE TREATED IN THROUGHOUT (VERIFY TYPE W/ CONC. SUPPLIER). TURN-DOWN EXTERIOR EDGE TO EXTEND 12" BELOW FINISH GRADE, MIN. 6" WIDE AT BASE O K -�I I 4x8 NF*2 C (TYP.) THE FIELD IN ACCORDANCE WITH AWPAM4. O I BEAM O (TYP ) FOUNDATION: II II Ul - — - - — - - — - ' 1E - — - ® , ® - — - ' ® - — - - - — - - — - O 16 x 16 CONC. PAD FTG,BELOW POST W/ SIMPSON CB66 (OR EQUAL) \ � � � � � � � � � � � =� � � � ILzi- - — - \ THESE DETAILS REFLECT A GENERAL HIGHER STANDARD OG OPTIONAL (VERIFY W/ BUILDER): STUB S" LONG *4 REBAR INTO CONC, SLAB THAN ALLOWED BY THE IRC. THESE DETAILS INDICATE I D 51-0" 51-0" 51-0" 51-01 51-0" 51-0" 51-0" 51-0" 51-0" 51-0" FROM FOUNDATION WALL 9 24" O.C. TYP, THICKEN SLAB EDGE (IF NECESSARY) /� I / / / / / / / / THE FOUNDATION AND REINFORCEMENT REQUIREMENTS FOR THIS PROJECT. THE CONTRACTOR MAY NOT USE THE ' c I IRC MINIMUMS WITHOUT WRITTEN PERMISSION OF THE H POUR SLAB THROUGH DOOR OPENINGS TYPICAL DESIGNER. O I a 2x10 HF*2 FLOOR JOIete OR 9 1/2" I-JOISTS A WI O,C, TYPICAL (VERIFY Wi BUILDER) O JO THICKEN SLAB TO 6 AT GARAGE DOOR OPENING INSTALL *4 REBAR CONT. FASTENERS: -0 -0I — , ° METAL ELEMENTS(INCLUDING CONNECTORS)MUST KO l6„ x 8" SCREENED FOUNDATION VENT (1 SQ. FT, PER 150 SQ. FT. OF CRAWL- c 2 I — -3 x 1-6 BE HOT DIPPED GALVANIZED METAL WHEN IN CONTACT SPACE REQUIRES 19 VENTS MINIMUM) I PAD FTG, WITH ACZA PRESSURE-TREATED MATERIALS (IRC SEC. 4x8 NF*2 R319.3)-SEE 37/SP1 O 24" x 18" CRAWLSPACE ACCESS OPENING IN FLOOR ABOVE I :,c I © (TYP.) O I - — r--- BEAM = (TYP ) O OM 21-6" x 2'-6" x 10" CONCRETE PAD FOOTING W/ (2) *4 REBAR EACH WAY W/ \ - �— �— - — -== - - - r- -= ® - ® - —\.- ® �I- — - - l - — - - — - * \ O1 1 I I I 1 I I I I O 4x4 POST ON 9O* FELT (OR EQ.) • I I \0 ID 51-0" 51-O" 5I-OII 51-OII N -1�41--_31-L3/41I ,'-OII 8�411 41-33/411 31-3�411 -83/411 5i_OII Si-011 i I / / / I / / _/ / O ® © i l \ ® o f I ° o _o O r o A D X Q _ 0' I I I O N m \ I ® I© IS) \ I ' O I(1 X D D . D D . D D . D . D D D D D D a r 7 a. L O �� ' 7. ° ° ° ° ° °1 ° ° ° �° ° o O I a LA © (TYP.) 4x8 HF*2 �n BE4M CITY OF ANACORTES ----; a \ t - -R - . ® ® I (TYP.)P-)-- _ ® — - - — - i i —� i i �=T T�� iT ��- T T �, \ A B I I PLANNING AND BUILDING DEPT: O OPT. m I •I H DOOR j 3'-0" 51-0" / 51-0" 3'-3i4" �'-S3/41y �'-o" / 5'-0l' , y APPROVED PLANS —\O II I " X m , REVIEWED FOR CODE COMPLIANCE >C� 2 16d PLATE TO STUD \ 2-3 x 1 G, 2-S x 1 -6 MINIMUM 24 IN.WOOD I D PAD FTG. PAD FTG. �;-®-® \ PERMIT#: BLD-2021-0181 l ADDRESS: 4317 Ch rry CT STRUCTURAL PANEL II I , II APPROVED BY: i II y I6-3/4 1 -1/2 y y 10-1/4 , y SUBJECT TO FIELD INSPECTION. APPROVED PL S SHALL NOT 0 co O �� • BE ALTERED WITHOUT AUTHORIZA ON. >C ORIENTATION OF STUD `�' ,� a (TYP.) 4x8 HF*2 (Nw 2-2 x 1'- " ®MAY VARY AS ALT. Q- A ►I 16d NAIL @12"o.c. a 0 O COVER SHEET INFORMATION C P PAD FTG. - — - —____ BE4M _ SITE ADDRESS: 4311 CHERRY COURT N I I r (TYP-) \ GYPSUMWALLBOARD ® - - ' — - — - - — - r D L PARCEL *: P135450 i �a /�� I © I Z 3-0 y 51-0" y 51-OII 41-43/4" -1i4'y y 51-0" y 51-0" LOT *: 4 OPT. NON-STRUCTURAL 10.--)1n D O , y LOT SIZE: 20,526 SQ, FT, o I LOT COVERAGE: 3,355 SQ. FT. (16.4%) FILLER PANEL _ / I I z © Q IMPERVIOUS COVERAGE: 6,051 SQ. FT. - 5/16"-1/2" CONTINOUS WOOD I 'D I . L -1 I—---, I ° _ % OF IMPERVIOUS COVERAGE: 29,5% 6d COMMON (SUBFLOOR, WALL) STRUCTURAL PANEL a °� '° \<7 # °, # °�° # °, ' °, # °, " °, ° ; ® ; \ 8d COMMON NAIL(ROOF) BRACED WALL LINE Ic I ® 1--I r �? II O EDGE SPACING 6"o.c. I 'D I : -I- /, 121-8%4'j 101-1%4" r ALT STUD INTERMEDIATE SUPPORT 12"o.c. L — — — — — — — — — ® H G O ® © I I = 2-STORY SINCLAIR I 51 T \ �, 'a L J -I to � a L J / CORNER \ N\ I I \ r E u .,l Po °\ � o � � N 3/4" = 1'-0" = L J L1 1 J 1 ,� © 11 HD 11 HD B + 1 i) O J -'- -\ �B� �B� FOUNDATION PLAN \ O \ n n O m�\ CRAFTSMAN 1 & 2 SW/ / 1I 151-2" / 5 4 211-Oi2" I61-1i2" 121-4" / / / / NOTE: I'-4'/2'j / 9'-3" I'-41/2 , / 2'-101/2" / I6'-3" / 21-101/2" / JOB NO: 2-STORY SINCLAIR SEE ENGINEERING / 121-0" / 221-0" / I4'-Si2" / 131-31" / DESIGNED: LG DRAWN: JR NOTES 4 DETAILS / 62-O' / DATE: 3/03/2021 BUILDER TO VERIFY ALL DIMENSIONS. CONSTRUCTION TO ON SHEET S-1 COMPLY WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE, I I I I SHEET 2O1S UNIFORM PLUMBING CODE, 2018 WASHINGTON STATE ENERGY FO II DATIOI �l ELAN CODE 4 ALL APPLICABLE LOCAL, STATE 4 FEDERAL CODES, A_2 , 1 SCALE: 1/4" = 11-0" WA GO MIMI Fo1SE wijNDATION PLAN FOR mommit �4, �cipT ND LOCATION SIDING PER ELEVATION GRADE NOTE: �� G 92 SLOPE GRADE AWAY FROM BUILDING AT 6 INCHES IN THE FIRST 10 FEET. 4" c * BATHING-GLUE& CONT. RIM 3/4"T&G SHEATHING GLUE 1/2" GWB AT SIDE YARDS SLOPE AT 5%TO DRAIN OR SWALE THAT DIVERTS WATER. TO •U PORTING MEMBERS immi 2X6 PT SILL &NAIL TO SUPPORT MEMBERS 2X6 SILL ,r, 4, 1891 Ay >� P.T.2X MUD SILL 1/2"GWB %,<, `gCOR � 1/2"EXPANSION BOARD BLOCK OUT GARAGE SLAB TO 2X6 BOTTOM PLATE LANDED �roFrEwt�$e� BACK OF FOUNDATION WALLS AT L A N D E D GENTRY / 1/2"X10"ANCHOR BOLTS, EMBEDED 7' INTO 4 CONCRETE SLAB ON 2" R-21 BATT 3/4"SHIM SIDES FULL WIDTH OF GARAGE CONCRETE,AT 4'-0"o/c,AND SET BETWEEN 3 GRAVEL BED 2X6 STUD WALL P.T. 2X SILL CONT. H O NI E S AND COMMUNITIES \ • / 1/2"AND 12" FROM BOARD ENDS WITH 3"X 3"X DOOR SO DRIVEWAY SLAB CAN o a \ 1/4"THICK WASHERS. MIN. (2)A.B.'S PER SLOPE RUN INTO SPACE 1/2" EXPASION BOARD BOARD[R403.1.6.1] ° 4" CONCRETE SLAB ON 2" 1 #4 BAR CONT.AT TOP 12" �� ° ° °° 7 1/4 SLOPE GARAGE SLAB GRAVEL BED O =: 2 8" MIN/12"W/FOUND. ?g:,g, o°o°g°go`,4'g g°g°g°g°gogogog°°°° ° ° o AI o_o a°_°_°oo°o,o_°_°a °_o_o_o_o a°_°_°_ w �� ° CONTINUOUS FOR POSITIVE 1 it VENTS b I DRAINAGE AWAY FROM a 6"WIDE CONC. STEM WALL > ) STRUCTURE Z UPTO 4'-6" HIGH: GRADE - 2% SLOPE A a°a°a°°°o°o°o°°°a°a°a00000000°°°a°a°a000. \ \ — i- � .o�o1o.. o a olo 0 0 oi _I_a ° orororo a elalol. W/#4 BARS 48"o/c HORIZ. & — a. 1111.1.11111t \ FINAL GRADE I ,_ "v #4 BARS @ 48"o/c VERT. = 4" RIGID TIGHTLINE _ _ __ __ SEE GRADE & I •_• NOTE • 1/2"X 10"ANCHOR BOLT ? DOWNSPOUT DRAIN, 6 MIL BLACK VAPOR NOTE: DETAIL IS DRAWN @HIGH ° R ' °� — I 2 TIE TO STORM SEWER BARRIER POINT OF SLAB —III III—II— I I I III BELOW ®� b SEE DETAIL 1 I III III ®moo _ - FILTER FABRIC ° _ i FILL TO BE GRANULAR MATERIAL 00 O FILL TOBE GRANULAR J I ` '!�: IIII—III—III I� COMPACTED TO 95% a MATERIAL COMPACTED TO 95% �� ° a�o A SEE DETAIL 1 FOR 1 ilos �#� TT •a ° °° 4" RIGID PERF. FOOTING ° � � 6 MIL BLACK VAPOR - ° . o I'`���= b 7$ O 00 ``• •G-; DRAIN,W/ 12"MIN OF FOUNDATION CALL OUTS ��e��s� �s�_ j SEE DETAIL 1 FOR \ BARRIER :` : °. %In. DRAIN ROCK COVER,TIE ° ° \ _ - ° a .? . Q = Q a FOUNDATION CALL-OUTS FOUNDATISEE ION CALL-OUTSL 1 16"WIDE X 8" DEEP CONC TO STORM SEWER �.vs FOOTING W/(2)#4 BARS 3"CLEAR TYP. CONT. 5" 6" t 5" / / / GARAGE/RESIDENCE GARAGE O. H . DOOR GARAGE WALL NOTE: DETAIL IS DRAWN DETAIL I L WHEN E N 3/4" = 1'-0" 2 3/4" = l'-0" PERPENDICULAR FLOOR JOISTS 3 3/4" = 1'-0" 4 AT HIGH POINT OF THE 0FOUNDATION / 3/4 = 1 -0 SLAB JOISTSBEAR ON FOUNDATION 2X WALL STUDS BLOCK OUT FOR W/H PIPING \ _ 2X PT SILL MODIFY TO 3/4" PLYWOOD SHEATHING FULL FOUNDATION STEM ]I!! jrC Y SEE FOUNDATION PLAN FOR WALL THICKNESS 1 ' JOIST SIZE AND LOCATION ( 2X6 SILL PLATE 3/4"T&G SHEATHING-GLUE& 1/2"X10"ANCHOR BOLTS, EMBEDED 7" INTO IIU R-30 INSULATION NAIL TO SUPPORTING MEMBERS CONCRETE,AT 4'-0"o/c,AND SET BETWEEN 3 FLOOR JOISTS (SEE PLAN) + ` FLOOR SHEATHING \ \ 1/2"AND 12" FROM BOARD ENDS WITH 3"X 3"X (1)#4 BAR CONT.AT TOP -414 1/4"THICK WASHERS. MIN. (2)A B S PER 1X4 STRAPING EA. SIDE SEE FOUNDATION PLAN FORX4I 1 2X SOLE PLATE \o BOARD[R403.1.6.1] 4X4 POST JOIST SIZE AND LOCATION 4"x8"#2 HEM/FIR BEAM 6' \� BASE WITH COMP. \ �\ w GRADE SIMPSON CS16 4"x4"#2 D/F POST 5'-0"o.c. N \ ° 1 4" RIGID TIGHTLINE ROOF SHINGLE TAB. Z w/4-16d NAILS @ BASE PERPENDICULAR JOIST SIMPSON MIT 9.5" ° DOWNSPOUT DRAIN, APPLICATION: FLOOR FAUO DUCOTS FOR ► > FOUNDATION STEM WALL TOP FLANGE HANGER — I LST12 BASE WITH COMP. JOIST BEYOND W/TOP \ Z TIE TO STORM SEWER c.1 ROOF SHINGLE TAB. FLANGE HANGER- 6"WIDE CONC. STEM WALL a °s a° \ Z �� _ _ FILTER FABRIC ° 1/2"ANCHOR BOLT @6'-0"o.c. PROVIDE 2X6 P.T. \ TO MAX HGT OF 4'-6" HIGH: °° ° BLOCK UNDER HANGER .4 FOOTING c \ w/NUT AND 3"x3"x1/4"WASHER W/#4 BARS 48"o/c HORIZ. & J . „ P„�9,,,,,,, - °o 4 RIGID PERF. FOOTING b""s"" " o0I #4 BARS @ 48"o/c VERT. \ , ® _ \ ao ° D2� 1-#4 BARS HORZ. (TYPICAL) / 16" / 8 / PARALLEL JOIST APPLICATION: aQ DRAIN,W/ 12"MIN OF � c*, (NOT SHOWN) 6 MIL BLACK VAPOR . •� ` DRAIN ROCK COVER,TIE ° BARRIER ""' /° `� ° \ \ \ A / 54"MAX / SPACE FIRST FLOOR JOIST MIN 12"OFF \ _ ° .� : 4 4 TO STORM SEWER PER PLAN CONCRETE SLAB NOT SHOWN FOR DETAIL CLARITY PARALLEL FOUNDATION WALL. 12"WIDE X 6" DEEP CONC / / FOOTING W/(2)#4 BARS 3"CLEAR / PER PLAN / 2#4 EACH WAY CONT. 5" 6" 5" / / / TYPICAL FOOTING CONT. FOOTING DETAIL s UTILITY BLOCK OUT 6 3/4" = 1'-0" 7 3/4" - 1'-O" GARAGE SIDE ELEVATION DES 5 IF FOUNDATIONDETAIL WHEN 3/4" = 1'-0" (TYPICAL) NOTE. BOAR ONO FNDNLY WALL.JOISTS JOISTS DROPPED DOWN ABU66 �,11 Y O� Hydrant Flow TestReport ,� Test Date Test Time 8:20 "74.1.2.„43 PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT ofLocation Tested by 4 C O g`S DEPARTMENT \ Mailing Address: P.O. Box 547, Anacortes, WA 98221 Cherry Court Mark Taitano Office Location: 904 6th Street, Anacortes WA 98821 co \ GRADE GRADE Anacortes, WA 98221 Commercial Fire Protection, Inc. Phone: (360) 293-1901 z 17199 Bennett Rd Instructions for Printing Digital Plan Review Documents This City of Anacortes Planning,Community,and Economic Development has adopted an optional digital plan review o 00 Mount 111�trl�o Vernon, WAprocess,in response to COVID-19, for those who wish to reduce contact or reduce natural resource use. If you have Z,)\ ° 0 (360) 848-9093 any questions please contact the The Permit Coordinator at 360-293-1901. We are also interested in any comments 8„ you have to improve this system. 'ER PLA 16"x 16"x 8"CONC. FTG. / / W/(2)#4 REBAR EA.WAY Notes Read Hydrant Hydrant # psi static pressure It is the applicant's responsibility to provide copies of all COLUMN DETAIL Booster pump operates during hydrant flow. 35 psi residual pressure approved submittal documents for use on the job site. 9 3/4" = 1'-0" In accordance with 2018 IFC Table C102.1 , this test hydrant elevation may be used to satisfy a maximum of 1750 gpm. • Documents with color or with approval stamps are to be reproduced in color, or black and red. Flow Hydrant(s) • Documents shall be provided in full size, and to scale. Pitot • It is advisable to protect the documents from inclement weather. Plastic Outlet Elev Size C Pressure Flow sleeves are available upon request. SHEATHING 1/2"OR 7/16" • All drawings, engineering, surveys, and supporting documents are SIDING SEE ELEVATIONS #1 .5 0.93 1595 gpm required to be on the job site at the time of inspections. If documents GALVANIZED FLASHING P.T. 2X8 LEDGER w/SIMPSON Flow Graph are not available, the inspection will be cancelled. After the second (2)SDw/1 8SPILOT HOLE MAX. O.C.1/4"X3"HDG @ 12" 1 0 cancelled inspection, a re-inspection fee will be charged. 2-STORY SINCLAIR >.i SIMPSON HANGER TYPICAL 1809.7at psi HOEDOWN OR SIMILAR BO - Be sure your packet includes: '.'.' TENSION DEVICE (SIMPSON DDT2Z) - • Permit REQUIRED ON DECKS OVER 30" _ • Permit Inspection Card, print on heavy stock if possible. This will need to last the 60�� ABOVE GRADE P.T.JOIST SEE FRAMING PLAN _ duration of your project. FOUNDATION '°° GRADE p S i = • Site Plan —I ' 40 • All Drawings DETAILS 1-1 I - • Stormwater Plan or SWPPP _ 20 • Engineering, if included in submittal ° -_ _ • Landscape Plan JOB NO: 2-STORY SINCLAIR �" • Anyother supporting reports or documents o g� „I pp g p DESIGNED: LG a"'�° 0 500 1000 1500 2000 2500 BeingDRAWN: SD/JR properly prepared with the necessaryplans on site will allow our p p y DATE: 1/27/2021 gpm inspectors to complete your inspections. We appreciate your assistance. SHEET DECK LEDGER DETAIL 1 3/4" = 1'-0" A-2 . 2 2 WA - - 40° 21. ��I� WSEC SECTION R�n� a ,..'�..,, .. _ ,, _ I1�llt nc,nn _ 62'-O° ��° FOR FLAN NOTES - _ / �" IMOD '. 5,000) S.F.), ro.v .�. - ,�GcslUIKEO. TO AC-Hity I_ ,, ,,-„_ " u " - AW 12-O 34-O 16-O 4o FOLLOWING OPTIONS HAVE BEEN SELECTED FROM TABLE& 406.2 4 406.3: / / / / immimissom 1. IONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE (U.N.O.). __AT): HEAT PUMP THAT MEETS FEDERAL STANDARDS 5-Il' 5-O 5-6 1i-6i2 S-O S-O/ / / / / / / `Y �wei ENSIGNS SHOWN ON PLANS. DO NOT SCALE OFF DRAWINGS FOR THE EQUIPMENT LISTED IN TABLE C403.3.2(1)C OR C403.3.2(2) 1891 3-11%2 21-0" 2"-0" 3-6" 6-9%2 3-4i2 3-4%2 4-O 23/4 is'-e. " 23/4 2. NG�✓� C•g$ AIN FLOOR EXTERIOR WALLS W/ 104 5/8" 2x6 STUDS e 16" O.C. TYP. INSULATION VALUES) EFFICIENT BUILDING ENVELOPE. SEE NOTE *15 FOR / / / / / / / / / // // LANDED GENTRY I I FRAME UPPER FLOOR EXTERIOR WALLS W/ 104 5/8" 2x6 STUDS e 16" O.C. TYP. AIR-SOURCE CENTRALLY DUCTED HEAT PUMP W/ I mN� FI O N1 h: S AND C O M M U N I T I 1;S MIN, HSPF OF 9.5. USE I-TRANS 3 TON FORCED AIR GAS HYBRID HEATING \ -14 \ 3. FRAME MAIN FLOOR INTERIOR WALLS W/ 104 5/8" 2x4 STUDS e la" O.C. W/ I/2" 4 COOLING SYSTEM (INCLUDES 1-TRANE 19 SEER NEAT PUMP 4 1-TRANE S9V2 EDGE OF GABLE ABV, GYPSUM WALLBOARD BOTH SIDES TYPICAL U.N.O. FRAME UPPER FLOOR HIGH EFFICIENCY GAS FURNACE - II HSPF COMBINATION) P.T. 6x6 POST INTERIOR WALLS W/ 104 5/8" 2x4 STUDS ' la" O.C. W/ I/2" GYPSUM WALLBOARD O ' ALL SUPPLY 4 RETURN DUCTS LOCATED IN AN UN- (2 TYPICAL) I IQ 4 I Iiii WI BOTH SIDES TYPICAL U.N.O. CONDITIONED ATTIC SHALL BE DEEPLY BURIED IN CEILING INSULATION IN I lea COVERED PATIO Cal I ACCORDANCE WITH SECTION R403.3.7 cv cv A- 4. FRAME GARAGE EXTERIOR WALLS W/ 2x6 STUDS 16" O.C. (VERIFY HEIGHT EFFICIENT WATER HEATING. ELECTRIC HEAT PUMP O I I� l4" CONC. SLAB �I I O I II I r co OF WALL ON-SITE PER AS-BUILT FOUNDATION) WATER HEATER W/ A MIN. UEF OF 2.9, UTILIZING A SPLIT SYSTEM CONFIGURA- I in QI I TION W/ AIR TO REFRIGERANT HEAT EXCHANGER LOCATED OUTDOORS. 2x6 STUD WALL x I I0 W I I 5, PLUMBING WALLS TO BE FRAMED W/ 2x6 STUDS e 16" O.C. SEE PLANS FOR USE SANDEN SANCO2 GAUS-3I5EQTD (OR EQ. - VERIFY W/ BUILDER) I I�Q I LOCATIONS (VERIFY JOIST PLACEMENT ABV, AND BELOW FOR CLEARANCE) APPLIANCE PACKAGE. DISHWASHER, REFRIGERATOR ABV. MANTEL IPw I IPw 90610 SGD (TEMP.) W/ I 4 WASHING MACHINE TO BE ENERGY STAR RATED. PER BUILDER w © 9010 TRANSOM ABOVE \ \ \ L \ \ \ 6. ANGLED WALLS TO BE 45 DEGREES TYPICAL U.N.O. DRYER (NOT PROVIDED) TO BE ENERGY STAR O IPw 4x6 HF*2 RATED, AND VENTLESS (W/ CONDENSATE LINE) W/ 3050 SH 3050 SH NB w (3)3060 SH 1. DIMENSIONAL LUMBER TO BE HEM-FIR *2 TYPICAL U.N.O. A MIN. CEF RATING OF 5.2. \ \ \ I T I--)- m l I n It, FLAT 4x6 NF*2 L _ i _ J 4x6 HF*2 4x6 HF*2 EA, WDW, VAULT 4 S. UNLESS NOTED OTHERWISE ON FLOOR PLAN INSTALL 4x6 HF*2 HEADER IN © I I2x6 EXTERIOR WALLS ABV. DOORS 4 WINDOWS W/ R-10 (MIN.) INSULATION e y `Q INTERIOR SIDE OF HEADER. INSTALL 4x6 1-1F*2 I-1DR. IN 2x4 EXTERIOR WALLS = (IF APPLICABLE) ABV. DOORS 4 WINDOWS U.N.O. BEAMS 4 INEADERS TO / 12-2 / N� OPT. GAS FIREPLACE W/ r = HAVE 1 1/2" MIN. BEARING TYP. U.N.O. (BEAMS SHOWN ARE MIN. REQ'D OR I'-91/2" 10,-41/2" L I-IEARTH (MANTEL 48" r BETTER. SIZE 4 GRADE MAY BE INCREASED PER BUILDER'S DISCRETION) / / / A.F.F., SEE NOTE *22) I 3 \ VAULTED 0- O 9, VERIFY PLACEMENT OF 4x POST IN STUD WALL BELOW ENDS OF GIRDER \ \ \ i-I I DINING 4=IL m mm TRUSS ABV. W/ ROOF FRAMING PLAN ON SHEET A-4.1 4 \ I -- cA ; w I w O \ �9 10. PROVIDE 2x6 BACKING IN ALL BATHROOM WALLS FOR TOWEL BARS, '� 0-'� O ~l` w Ul w Q 1 2-0 O 1 4 w I UPC 807. 3Air a at ' O TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC., BETWEEN STUDS. `� 2x6 STUD WALL 0 4 Z O r gap _ COORDINATE W/ BUILDER/OWNER FOR LOCATIONS \ N U-V ABV. MANTEL © w -1 dishwasher. co I 1 Q i PER BUILDER \ _ N �' w i UPC 909 Island sink \ II. INSTALL 1/2" HIGH-DENSITY GYPSUM WALLBOARD AT GARAGE/HOUSE WALL N I O �, F, \ O 1 4 +- - 0 I venting to meet UPC = AND GARAGE BEARING WALLS, 4 5/8" TYPE-X GWB e GARAGE CEILING = BEDROOM *4 m 4 w 1 fY o p= J Q 4 I 909.112 TYPICAL "'T >- N 1 = O MASTER BEDROOM 0 w 4 \ VAULTED I m 1w m - LIVING I 12. INSTALL 20-MINUTE RATED DOOR ASSEMBLY W/ SELF-CLOSING HARDWARE 0) O 0 1= U_V - \ \ 9'- ii ►� 34 1/2" TALL WALL FRAMED e'-e." ``) Et) 2'-4 \ = 1 W/ 4 STUDS 16" O.C. 13. REQUIRED STAIR RAILINGS TO COMPLY WITH IRC SECTION 312. DECK/PATIO / / ' / 0 `4 1 RAILINGS TO COMPLY IF DECK/PATIO SURFACE IS 30" OR MORE ABOVE I p 0- 3'-lam" 6'-8" 6'-2" 2-2" 15'-O I '-�" -li2" FINISH GRADE (VERIFY ON-SITE) \ - ❑ \ L, \ \ <t / / / / / I / / / 4 1 / 1 m 1'-10° 4'-10° 2'-6i2' 3'-� " , " I m�� / / / / / m 1 12" FLUSH BAR 2--1/2 I 14. EGRESS WINDOW DIMENSIONS, CLEAR OPENING AND SILL HEIGHT TO COMPLY c0 \- - - I - W/ IRC SECTION 310 (VERIFY W/ WINDOW SUPPLIER AND/OR MANUFACTURER) # �4 I I DW I I I 10 � DiROO I \OPTION I I I I IS, COMPLIANCE DATA FOR THE 2018 WASHINGTON STATE ENERGY CODE IS AS I 1 ul FOLLOWS: SCALE: I/4" = 1'-O" ? 1 FLOOR: R-38 \ \ 3, i I 3 V 13 2'-0" 3'-2/" 11'-5" 2'-O/4" 3'-1/4" WALLS: R-21 (R-10 MIN, 6 HEADERS, TYP.) SEAT ?"\*O o 3; //� .3 / / 1/ / 1 / FLAT CEILING: R-49 (R-38 IF INSUL. DEPTH IS MAINTAINED TO OUTSIDE 11-6 FURR-DN. CLG. \ ' \ d I C)o ` ., I VAULTED �6. FACE OF EXTERIOR WALL) / / 6' m i 1 TO 8'-O" (TYP. I KITCHEN ', c0 4'-3 13'-3" ``� 0 x Z 2 PLACES) 36" COOKTOP W/ \ / > _ VAULTED CEILING: R-38 / / / r X MASTER Q fX I �� I 36° HOOD ABV. = m�`� DOORS: U=.200 MAX. (ONE DOOR UP TO 24 S.F. EXEMPT) ' I 0 \ 20 D po= = } .a I = \'' /, �� FLOOR LINE _ - - PANTRY `� 21-6" 3-4 3-4h 4-O cn BATH /, ¢¢ $ I MICRO, m O 0 / / / / / \ to I , ABOVE _ _ �,,_ ,.p 1- WINDOWS: U=.280 MAX, 0 1 + 10"� 9i2" r I \ !�' \Iti i. I 4 OVEN I $ O 0 O w 12" SHLVS. GLAZING: 353.8 S.F. = 11.4% OF FLOOR AREA m / d _Iry Q Ix , r\vAULT - o f a a f� p ,n I I ,LIti2x6 \ \ \ 0 stair landing to be SKYLIGHTS: U=.500 MAX. N v "� FLATA _ , FURNACE TYPE: NATURAL GAS FORCED AIR (VERIFY W/ BUILDER) NB \ \ (3)3060 SH 0 N IS" x 24" CRAWL Q 14 - supported by trimmers on REFER TO 2015 WSEC CHAPTER 4 RESIDENCIAL ENERGY EFFICIENCY 4 _ - z m >� 3'-O" \ Q `" - r w w WALK-IN 0 5 4 R� \ m SPACE ACCESS BENCH W/ �, stair side. or pony wall IRC CHAPTER 11 FOR VERIFICATION OF THESE VALUES X z } m 2'-111/2" - I `� * 4 underneath. Typical. coo I w - w ,� / CLOSET I .� CLOSET - (SEE NOTE 18) BENCH ABV, 4 \ yp I . MINIMUM REQUIREMENT FOR ATTIC VENTILATION IS AS FOLLOWS (CALCULATED OO G �\���� m 3�o N\ _ _\ \� 1 1 \ _ Q _ _ V.T.O. 6 I/300th OF ATTIC AREA): ¢ �Gy 11 \ \ _ _ ^\ m c,, MINIMUM REQUIRED: 1,610.40 5Q. IN. e\-<\ ,<. ( I N/EXT. �3 I t ICf m Q w -cci w LAUNDRY `9 \4i ¢ I mt114 01lO xD xACTUAL PROVIDED: 1,622.66 SQ. IN. �� ��` m O w c0 _ �n VENTED BLKG.: 106.88 SQ. IN. (15 ' 9.425 SQ. IN. EACH) ¢co .� '% �!(j N \ \ "� `� I c4 �, II Ii \ W 1 *" 0 ry O � 9 D O v RIDGE VENT: 1,116.00 SQ. IN, (93 L/F MIN. 12 SQ. IN. PLF) ¢ I O SHELF 4 ROD -J N '\ -O �\ _� CO 0 1 I _ - w Z I X �\ ''' VAULTED I `\ \ \\ T \I \ N 1 wO = II, SEE ELECTRICAL PLAN ON SHEET E-I.1 FOR LOCATIONS SIZES OF EXHAUST I SPACE FOR 4x6 HF*2 N 0_ N STOR. _ _ _ _ p r LIVING ° w HWT (SEE NOTE *19) SEE FANS. LOCATIONS AND SIZES REQUIRED TO COMPLY W/ THE WASHINGTON I 0 SEE SCxw FREEZER HDR. NOTE *12 I \ N m "' STATE VENTILATION 4 INDOOR AIR QUALITY CODE 4 IRC CHAPTER 15 ARE I �_ = = = NOTE *11 BOLLARD PER - - - - (BY OWNER)/1'-S"/ \ T \ \ \ AS FOLLOWS: I I 3'-0" IRC M1301.3.1 �a =ry ,(p H 1- I 11-012" IO'-61/2" 4'-5" 6,-2" 2'-a" 3'-6" 'L 4'-1" 41-31, " 2-6 KITCHEN: 100 CFM RANGE HOOD (MIN.) = I (OPT.)/ / / / 1 Z _ / m�`� LAUNDRY: 50 CFM (SO CFM RECOMMENDED) 1 \ 01 / 5'-416" 4'-2fr2" 1'-111" 3'_2" .I' i ----'"� } U BATHROOMS: 50 CFM (SO CFM RECOMMENDED) I x I ' / / / I_I I NOTE: ALL FANS ON 20-MINUTE TIMER TYPICAL. ELECTRICIAN TO VERIFY _ m - 1 1 `v 1:9 m =m INSTALLATION OF GFCI OUTLETS IN ALL WET AREAS. VERIFY TYPES AND - - - - - ' O m PULL-DN. STAIR \ �, \ BATH *2 = __N ' LOCATIONS OF ALL ELECTRICAL FIXTURES W/ OWNER AND/OR BUILDER (ATTIC ACCESS, SEE % _di °' 0 IRE��ACE OPTION NOTES *IS, *21 8 *24) =n / \ O <t I8. INSULATE ALL ACCESS DOORS/HATCHES TO GRAWLSPAGES/ATTICS TO THE ' `� - ,� ' 0'O _ z N 0 = EQUIVALENT RATING OF THE INSULATED FLOOR, WALL OR CEILING THROUGH 11 O c, �,��/, ¢G� Z_ T. 60"x34" �c 0 WHICH THEY PENETRATE SCALE: 1/4" = 1 -O ( > ENTRY ►u �� P T J TUB/SHOWER 3 CAR GARAGE o \ ,y ' �� . 2-o , N �l m- I . MOUNT NWT ON PLATFORM IS" ABOVE GARAGE SLAB PER IRC SECTION M1301.3. = I r =ry `OQ �, a \ \ la \ \ STRAP HWT TO WALL PER IRC SECTION M1301.2, PROVIDE OVERFLOW PAN AND N STUDY -' PIPING PER IRC CHAPTER II, INSTALL T 4 P VALVE AND PIPE TO EXTERIOR TERMINATION NOTE: 20. VERIFY WHOLE-HOUSE VENTILATION METHOD W/ HVAG CONTRACTOR (MINIMUM SEE ENGINEERING - - BATH FAN ON TIMER OR BETTER) NOTES 4 DETAILS o * * ,n 21. DISAPPEARING STAIRS OR ATTIC ACCESS PANEL COVERED W/ 5/8 TYPE-X ON SHEET S-1 N- 4x6 Wes_ 4x6 0 F 2 \ \ L \ BEDROOM *2 GWB AND PROVIDED W/ WEATHER STRIPPING GASKET (MIN.) 11 KS- 10610 S/L 5050 XO Q I + O /PORCW FLOOR LINE ABOVE (k r w ,, = FLOOR LINE ABOVE 22, FIREPLACE TO BE SUPPLIED WITH OUTSIDE COMBUSTION AIR DUCT W/ MINIMUM 4x12 NF*2 HEADER - - "' I N �ry 2-STORY SINCLAIR 6 SQ. IN, SIZE AND PROVIDE READILY OPERABLE DAMPER. INSTALL GAS I8 KS - <7_ Q I O ,�\ \ Q 10 U =FIREPLACE W/ CLEARANCES AND COMBUSTION AIR PER MANUFACTURER'S = 9' O" x S' O" OVERHEAD ONC. SLAB r = I Co O RECOMMENDATIONS AND PER CODE GARAGE DOOR 4x12 HF*2 HEADER EXT. 0 1 I. to , n`t (v 4x6 14F*2 23. INSTALL 1/2" MIN. FIBERGLASS-FACED GWB BACKER AT TUB/SHWR. SURROUND O\ \ w i 16'-0" 8 x -O OVERHEAD GARAGE DOOR j 0 5050 XO (SEE w 0 N 2PW I, HD I, HD 6x12 DF-L*2 BEAM N - NOTE *14, TYP. /\ - , N MAIN FLOOR PLAN 24. PROVIDE MIN. 22" x 30" ATTIC ACCESS W/ MIN, 30" CLEARANCE TO FRAMING Fire area: 4081 square feet. \ T -- \ - - RBEDRo01`?5) \ ABV. USE PLYWOOD DAMS TO CONTROL CEILING INSULATION e OPNG. EDGES Fire flow at hydrant# 962 GPM 1809 0- I CRAFTSMANAN 1 cN Residential sprinkler system per NFPA 13D P.T. 6x6 POST WRAPPED N 25. PROVIDE PARTICLE BOARD UNDERLAYMENT AT VINYL AREAS, COORDINATE NOT REQUIRED PER BUILDER (2 TYPICAL) 516„, I H56„ I THICKNESS W/ OTHER FLOOR FINISHES TO PROVIDE SMOOTH AND LEVEL I TRANSITIONS 234" _ 15'-2" �,/2344" JOB NO: 2-STORY SINCLAIR 26, USE PRIMER/SEALER ON GWB BEFORE AND AFTER TEXTURING M,4IN F1__OOiL4N / 2I'- " / IS'-� " / 12_10" / /2'-316"/ 2'-S" / /10'6" 4'-1016" / 4'-11" /2,-41 "/ 3'-93/4" / 6,-13/4" / DESIGNED: LG SCALE: 1/4" = 11-0" 2,302 SQ, FT. DRAWN: BJ/JR ) -6 / 9 O /I-6 / 3-O / 16 O / 3-O / 5 46 / 9-4 / 2-10 / 10-5i2" / DATE: 3/09/2021 12'-O" 22'-O" 14'-S TOTAL: 3,108 S.F. / / / i2" 13/ -3 / SHEET GARAGE: 140 S.F. / 62'-0" / FRONT PORCH: 105 S.F. BACK PATIO: 126 S.F. A_ 3 , 1 WA MMM 41 QFDR COD CD Il w�'� 41 1 T Y O A{ .i- CAW 1„, 1891 N��✓���C O g��`off LANDED GENTRY D FIELD‘14 LINE OFCOVERED PATIO BELOW \ HOMES AND COMMUNITIES ri -1 II I II II II II II II II II - II II 9 II II co II II II II II II II II I- ' H \ I I WALL LINE BELOW (TYP.) r \ J i) CCV I— C — I I - I I r — -7 1 I I I I I . � . o o I I I I I I 1 21'-61/2" 2S'-51/2" / / 16'--1" S'-5" 3'-51" / / / / - - / 9i_O I -� _O 1_5 , 4 / / / / / O I - 4 `i / \ ` m SO L- IP�W 2030 SH - 11 0 I I I i / / _ IL °g° \ �ullu N OPEN FOR m i N STAIRS N (j 63" VANI BATH *3 x 0 m _ ,D 9 - o ' tD to c<i 30"x22" ATTIC 1n L0 Ca Z U UI n ff `� ACCESS (SEE NOTE I �U J BEARING c D VAULTED N N `�' *Is 4 *24, SHT, A3,\ \ \ �, = BEARING --le —WALL r_ D n �_ r J SITTING/STUDY' p Li W w m = I ; ^ ca WALL ce 4 S'-6" x 10'-1" 7 P C1 (� SH. ROD \ lL , R — i11 Ill Ill r n 11 \ I I il co co o _ ,� FURN. �ry WALK-IN o c0 LLx % II \ _ _ _ _ _ - z Z u._ CLOSET U \ -a4 II /S" kJ II IN �1r Ll N Q-0 LU - 0 / cal `� 49 I=, , /10 Q. z wi . ,1'-3%2" N I -.4. \ cp N � / III "� I 1- 49 1 0 4 0 m I m N I �v iv\ I uu _II_ = I \—L� \ 1 Z �� H 1 - U > / � 1 ___Iy <7_ U 6,' VAULTED �/� �c I FAMILY ROOM 3'-5i2" 2'-3 " 6'-1!2" /� N o�— 1 / / / / p W I BEDROOM *3 I -1 BEARING II / 1-0 IW '� 'n - WALL �1 I // 1 Q �,, III-I" x 11 -S ,,, o O II m - 1- 1 -OVERLAP FLR. JSTS. 3" 6 1 II N 4 WALL/BEAT"I BEARING 4 1 Z II II \ NAIL TOGETHER W/ (3)IOcI 1 II / NAILS PER IRC R502.6.1 1 U TYPICAL 1 L 4x6 HF*2 IEA. W . 4x6 HF*2 6x12 DF-L*2 (FL. W/ JSTS.) i II 4x12 HF*2 (FL. W/ JSTS.) \ - — -3 :C PTC: —3040 1-I '�40 T-ETC--�� —A - —3ZS50 k� - — - — - — \ \ .33 DEFLECTION �I = (SEE NOTE *14, = 2-STORY SINCLAIR L 9 SO L SHEET A3.1) O II 1 �t I I `t n 1 I I _ * o UPPER FLOOR PLAN J L WALL LINE BELOW ITYP.) I 6,x12DFL2 - _ _ _ _ _I " PORCH LINE BELOW - - - - J UPPER FLR. FRAMING / 4'-3i4" / 4'-3" / 4'-3" / 3'-93/4Ii / 5'-23/4 / 6'-13/411 / PLAN - CRAFTSMAN 1 16'-�" / 11'-10'/2" / / 33'-61" / 2S'-51" / JOB NO: 2-STORY SINCLAIR 6/ 2'-O" / DESIGNED: LG DRAWN: JR UPPER NOTE: U���� FLOOR SEE ENGINEERINCx DATE: 3/09/2021 SHEET SCALE: 1/4" = 1'-0" SCALE: 1/41' = 11-0" 126 SQ, FT, NOTES 4 DETAILS ON SHEET S-1 A. 3 . 2 WA ••• II O4oR CODS cD41. 11 ."--7 Apli.,, 74. rri 4 , tc� %,(, 4CODI ° 6s� LANDED GENTRY fro FIELD 114se , 12 I HOMES AND COMMUNITIES . 6 E d I E ROOF FRAMING NOTES: 4 WI 4 m W tu _1 m 1. TRUSS HANGERS, CONNECTORS AND HURRICANE TIES CI W I a TO BE SPECIFIED BY TRUSS ENGINEER AND/OR MANUFAC- --, i!I Z 01 _l TURER. PLAN ANDD PROFILES (IF APPLICABLE)ARE W Q I U_ DESIGNER'S CONCEPT. VERIFY ANY CHANGES TO THIS Ll W (X Q PLAN W/TRUSS ENGINEER AND/OR MANUFACTURER. oo N dJ 3 1` W I X 2. TRUSS MANUFACTURER SHALL PROVIDE AND SUBMIT Y I ENGINEERED DESIGN TO THE BUILDING DEPARTMENT tr / FOR APPROVAL PRIOR TO FABRICATION AND INSTALL- ATION. 16'-911 32'-9i� 5% O // -_ DS 0 O DS 3. TRUSS ENGINEER TO VERIFY 2x OVERFRAMING CALLED / / " OUT BY DESIGNER. �'-(o"/ 50'-O" /I -III/ Ds O II - - 4. ALL TRUSS-TO-TRUSS AND TRUSS-TO-BEAM CONNECTORS SEE NOTE *9 TO BE SPECIFIED BY TRUSS MANUFACTURER. TRUSSPROFILE �i� 15. EDGES AN 8d NAI W/ 1d NAILS A 6"O.C.AE IATPORTED �T / 1 EDGES AND 8d NAILS @ 12"O.C.AT INTERMEDIATE FRAMING MEMBERS(UNBLOCKED). FACE-GRAIN PERPEN- DICULAR TO SUPPORTS. USE METAL"H"CLIPS(VERIFY)AT SCALE: 1/4" = 11-0" 1 UNSUPPORTED EDGES. I 1 1 6. PROVIDE DIAPHRAGM EDGE NAILING ABOVE ALL EXTERIOR WALLS, INTERIOR SHEER WALLS, HIP AND VALLEY LOCATIONS. 1 7. OVER-FRAMED AREAS SHALL BE BUILT UPON FRAMING 1 WITH SHEATHING ALREADY ATTACHED. PROVIDE FOR VENTILATION. I 1 1 8. BETWEEN TRUSSES AT BEARING,PROVIDE SOLID BLOCK- ING (WITH VENT HOLES AT EXTERIOR WALLS). AT EACH I 0 END OF EACH TRUSS INSTALL SIMPSON H2.5(VERIFY) I _II TO TOP PLATE, OR OTHER TRUSS, UNLESS TRUSS IS ON 43)* 4 1 W m 1 HANGERS. W I I W C ' 2x4 RAFTER 0 1 9. PROVIDE A BUILT-UP OR SOLID WOOD COLUMN BENEATH 1 1 Z ° W U_p 1 THE BEARING OF ALL GIRDER TRUSSES, ROOF BEAMS //516" 16'-116" / 11'-1016" / W O i p I (K 1 AND FLOOR BEAMS. 1'-6,, 281-51/2" 1'-6,, `o inI tY z 10.ALIGN STUD WALL FRAMING WITH SUPPORTED TRUSSES, / / / / 0 I _1 RAFTERS AND JOISTS UNLESS NOTED OTHERWISE. elI W 1 U I 11. PROVIDE CONTINUOUS RIDGE VENT. TRUSS PROFILE #11 I I 1 1 12. SEE PLANS FOR HEADER SIZES. 13. ATTIC ACCESS NOTE: PROVIDE MIN. 22"x 30"ACCESS SCALE: 1/4" = 11-0" ` \ 1 I PANEL. SEE FLOOR PLANS FOR LOCATIONS. I 14. SEE PLANS FOR ROOF VENTING CALCULATIONS. ` I 15. ALL EXTERIOR COLUMNS TO BE P.T. HF#2 MINIMUM UN- ` LESS NOTED OTHERWISE. I / / 1 / 16. TRUSSES WITH BOTTOM CHORD SLOFE OF 2/12 OR LESS WITH 30" HEADROOM ABOVE TO BE DESIGNED WITH 20 ` 1 PSF LIVE LOAD ON BOTTOM CHORD. 1 1 I C \ I I I (LOWER 17. TRUSSES SHALL BE BRACED PER REQUIREMENTS OF THE O IDS] ROOF) TRUSS SUPPLIER OR IN ACCORDANCE WITH BUILDING 111-6" COMPONCE/ 21'_6" / 3'-(0" / /� 11/16" (LI I / ODS (UPPER WITH SAFETY INFORMATION (BSCI 03)GUIDE / ROOF) TO PRACTICE FOR HANDLING AND INSTALLING AND BRAC- 1 1 ING OF METAL PLATE CONNECTED WOOD TRUSSES - 1 1 CRICKET TRUSS PROFILE #1 -0 1 VALLEY 1 CDs O _ SCALE: 1/4" = 11-0" \ 1 O DS \ 1 . 1 1 2x CRICKET FRAMING 1 • \ = - 1 a MID-POINT (ABOVE I I ' 1 ROOF INTERSECTION) I \ II I� 1 - 1 13 • L \ J 10 \ I I I 10 1 I� \ 11 _11 _ _ 1W 1m m 1 Li TRUSS MOTES : \ \ L 11 I CRICKET al �1 1q 47 W \ SEE NOTE *5 : 4{� _ _ _ _i 4 I RIDGE 1 1> O u n W _ - W1 Z • I, ENGINEERED TRUSSES 6 24" 0,C,, SPAN 13-3 1/2 , 18 TAIL ONE I- 1- \ ), J 1(Y 0 6 END ONLY z0 \<i,� 1 I W I�7 U W 2. ENG'D MONO-TRUSSES 6 24" O.C., SPAN 5'-11 1/211 IS" TAIL W 1- \ - (Y 1 ' I 1O LU c0 .- PULL-DN. STAIR 1 U 1W x x x x \ BELOW 11I Q,J N N CV CV 3. ENGID TRUSSES a 24" O.C., SPAN 22I-0 I, 18II TAIL ONE END ONLY, L \ _ • - I W EXCEPT ONE TRUSS W/ NO TAILS \ ut RIDGE LINE 2x1O RIDGE BD. I1 I 1 1 1 I 1 1 • 4. ENG'D TRUSS a 24" O.G., SPAN 22'-O", CLIP 5 I/2" FROM ONE END, 1_ / rrt I 1 CRICKET NO TAILS co .4 1- 1- / W x N x x / `� II I �- VALLEY 1 1 • 5. ENG'D TRUSSES a 24" O.G., SPAN 22'-0", 18" TAILS 1_ /(C/ = I / 11 - I 1 LINE OF ROOF I Ale, ". I I INTERSECTION 1 6. ENG D GIRDER TRUSS, SPAN 22-O , NO TAILS / v\.,. - 1 / �� I I 1 1 1 2x4 LOOKOUTS a 24" O.C. I. ENG'D MONO-TRUSSES a 24" O.C., SPAN 21-(o , NO TAIL, EXCEPT / 1 1 I 1 FOR 1-O RAKE BELOW (SEE THREE TRUSSES W/ IS" TAIL. EXTEND TOP CHORD TO MATCH - RIDGE OF TRUSS *8 (25'-0") 4 ATTACH 2x4 RAFTER a END OF 1- / / I I 1 1 FRONT ELEV•, SHt. A6.1) / RIDGE LINE 1 (UPPER TOP CHORD 4 EXTEND DOWN TO ROOF INTERSECTION BELOW - - -(SEE TRUSS PROFILE) 1 / SEE NOTE *4 I` " 1 1 i O DS ROOF) y W I . - • I I I , S. ENG D SCISSOR TRUSSES a6 24" O.C., SPAN 50-O , IS TAILS m 711 Z �<,/ N A I I I I I XI \?`� i I Ill 2-STORY SINCLAIR I I II II / '�\ X x (SEE TRUSS PROFILE) / W . W `� /-� W W W 0 Ds / / W CI {'V \ SEE NOTE *2 X pv 10 9. ENG'D GABLE END TRUSS, SPAN 50'-0", IS" TAILS (Y1 \ "' /� I Z/ ii_/Ds O \ / I O DS 10, ENG'D TRUSSES 624" O,C., SPAN 16'-O IS" TAILS \ / 6xI2 DF-L*2 ROOF FRAMING PLAN I1 ENGID ONE END ONOYR TRUSSES 0, EXCEPT ONE24" O.CS WIP AN 281-5 1811 TAILS/?SEE TRUSS ]'-93i4'j I'-93/4'j DS j CRAFTSMAN 1 PROFILE) / 1 TRUSS HANGERS, CONNECTORS AND HURRICANE TIES TO BE SPECIFIED BY TRUSS ENGINEER AND/OR MANUFACTURER. PLAN AND PROFILE SHOWN ROOF FR411 I` , � PL4N I��I ARE DESIGNER'S CONCEPT, VERIFY ANY CHANGES TO THIS PLAN W/ JOB NO: 2-STORY SINCLAIR TRUSS ENGINEER AND/OR MANUFACTURER DESIGNED: LG SCALE: 1/4" = 11-0" DRAWN: JR DATE: 3/09/2021 SHEET A-4 . 1 WA IM•MI 11 4OFOR CODS Cp4A 11 II .151 CAllek, Ty. II 11 tr2/,<,,4COR'�4, 1891 w,°� G� LANDED GENTRY oFIELDS1.4 HOMES AND COMMUNITIES CRICKET FRAMING (SSE ROOF FRAMING PLAN) 2x4 RAFTER a 24" O.G.- ATTACHED TO ENG'D. it I/2" CDX PLWD. OR 1/16" OSB TRUSSES SHEATHING (VERIFY W/ BLDR.) IEIINGINSUPER ON ENGINEERED SCISSOR 3 NOTE *I5, SHEET A3.I TRUSSES a 24" O.G. 5/8" TYPE-X GYP. BD. ----i 12 (o 2x6 STUDS a 16" O.G. W/ _/ - INSUL. PER NOTE *15, I/2" CDX PLWD. OR 1/16" OSB 2x6 STUDS a 16" O.C. 2x4 STUDS a 16" O.G. ` SHEET A3.I 1/2" CDX PLWD, OR 1/I6" OSB SHEATHING (VERIFY W/ BLDR.) W/ 1/2 GYP. EA. SIDE ON ENG'D MONO-TRUSSES a SHEATHING (VERIFY W/ BUILDER) 24" O.G. 3/4" T. 4 G. PLYWD, OR O.S.B. ON ENGINEERED TRUSSES a 24" O.C. 6 -SHEATHING (VERIFY) ON 11 1/8 I-JOISTS a 16" O.C. (VERIFY) 2x4 SCREENED - 2x4 SCREENED/VENTED - VENTED BLOCKING x R R BLOCKING TYP, 5/4x6 SIS2E FASCIA ► ' - 1/2" TYPE-X GYP. BD, 5/8" TYPE-X GYP. BD, 5/8" TYPE-X GYP. BD. I/2" BLANK PANEL 5/4x6 SIS2E PRIMED- CEILINGS TYPICAL 'i SOFFIT (VERIFY) 2x6 STUDS a 16" O.C. 10 3/4" T. 4 G. PLYWD. OR O.S.B. SPRUCE FASCIA W/ 5" - SHEATHING (VERIFY) ON 2xIO PAINTED MTL, GUTTER 2x6 STUDS a 16" O.C. ► 1/2" HIGH-DENSITY OR I/2" GYP. BD. INTERIOR ► HF*2 FLOOR JSTS. OR 9 I/2" 1/2" HIGH-DENSITY OR 4x12 HF*2 HEADER 5/5" TYPE-X GYP. BD. 2x6 STUDS a 16" O.G. WALLS TYPICAL I-JOISTS a 16" O.C. (VERIFY) 2x6 STUDS a 16" O.C. - �- 5/8" TYPE-X GYP. BD. (TYP. a BEARING WALLS) W/ INSUL, PER NOTE *15, (TYP, a BEARING WALLS) SHEET A3.I 4" GONG, SLAB 4" CONC. SLAB P.T. 2x6 PLT. (PER FDN. NOTES) 4" GONC, SLAB PER FDN. PLAN PER FDN. PLAN PARALLEL TO FLOOR JOISTS N N M N 6" CONC. FOUNDATION i _ PER FDN. PLAN )=)1=1)=)i_ . In_-1)_ _-1n_ u_-10=n1_In_ ° . ° . ° . a ul_In_n_ul_ ri d ri V P V V PER FDN. PLAN — — _ _ a a a a a a ° — =111— �I — a _luau�u_II_II_II nn_n_nn�n� �'— III—III-111—III -111 a111-111=111 " _ — 6 MIL. VAPOR BARRIER , _ _ _ - 6 CONC, FOUNDATION 4" DIA. PERFORATED - 1� = 6 MIL. VAPOR BARRIER a a 16" x 8" CONC. FOOTING o o� BELOW SLABS TYPICAL 4" DIA, PERFORATED BELOW SLABS TYPICAL ° _ — _ — _ _°_ PER FDN. PLAN DRAIN PIPE ----, ® • PER FOUNDATION PLAN DRAIN PIPE III— 1_III'11_ III-111'I I-111' 16" x 8" CONC, FOOTING- 4x8 1-IF*2 BM, ON 4x4 POST PER FOUNDATION PLAN ON 16" x 16" x 8" CONC, PAD FOOTING (BEYOND) L1c. SECTION 6 3-CAR GARAGE (BUILDING SECTION 6 SIDIRM, *2/PORC4/GAIRAGE SCALE: 1/4" = 11-0" SCALE: 1/4" = 11-0" 12 6 . I/2" CDX PLWD. OR 1/I6" OSB I/2" CDX PLWD. OR 1/16" OSB SHEATHING (VERIFY W/ BLDR.) SHEATHING (VERIFY W/ BUILDER)- 12 ON ENGINEERED SCISSOR TRUSSES a 24" O.G. ON ENGINEERED TRUSSES a 24" O.C. 6 2x4 SCREENED/VENTED 2x4 SCREENED CEILING INSUL. PER ��3 BLOCKING TYP. VENTED BLOCKING NOTE *15, SHEET 43,1 k= % 5/4x6 SIS2E PRIMED- 5/4x6 SIS2E FASCIA ► — SPRUCE FASCIA W/ 5" 5/8" TYPE-X GYP. BD. I/2" BLANK PANEL PAINTED MTL. GUTTER /8" TYPE-X GYP. BD. 6x8 DF-L*2 BEAM SOFFIT (VERIFY) 2x4 STUDS a 16" O.C. 2x6 STUDS a 16" O.C. I. W/ 1/2 GYP. EA, SIDE 3/4" T. 4 G. PLYWD. OR O.S.B. 2x6 STUDS a 16" O.C. ► I/2" GYP. BD. INTERIOR ► SHEATHING (VERIFY) ON 2xIO P.T. 6x6 POST es.- W/ INSUL. PER NOTE WALLS TYPICAL HF*2 FLOOR JSTS, OR 9 I/2" *15, SHEET A3.1 I-JOISTS a 16" O.C. (VERIFY) FLOOR INSUL, PER P.T. 2x6 PLT. (PER FDN. NOTES) NOTE *IS, SHEET 43.1 PARALLEL TO FLOOR JOISTS 4" CONC, SLAB PER FDN. PLAN ""_"= ,„,,-11,IIvIlclllclllclll , ,»_ »1=111=11F».-» ii "-"""" �"'y" "�ii - 1 III I° 1°-�° I \n 2-STORY SINCLAIR '"" �� 111�11= __ —11�111=���" 111II�Il ill it it �/ - _ = _ = =11 V� �II�11�111111111_���" "�"" „—n t - <pti 111V, \N 11 III_ _ — o� 6" CONC. FOUNDATION ° 4" DIA. PERFORATED °v PER FDN. PLAN DRAIN PIPE �/ )1_ 1_)1=11= )1-)I_11-)I_ 6 MIL. VAPOR BARRIER - 16" x 8" GONG, FOOTING THROUGHOUT 4x8 1-IF*2 BM. ON 4x4 POST PER FOUNDATION PLAN ON 16" x 16" x 8" CONC, PAD BUILDING SECTIONS FOOTING (BEYOND) 1StLI:DING SECTION 6 COVERED PATIO CRAFTSMAN 1 1BUILDING SECTION 6 MSTIR, 51DfiRM,/LIVINCH ROOM SCALE: 1/4" = 11-0" SCALE: 1/4" = 11-0" JOB NO: 2-STORY SINCLAIR DESIGNED: LG DRAWN: BJ/JR DATE: 2/11/2021 SHEET 1 A- 5 . 1 WA MP OP MI Il II FOR CODE cD ��a�° 1� y �A{� COMPOSITION ROOFING (VERIFY TYPE PER ELEVATIONS 12 e T�, W/ BUILDER) ON 1/2" PLYWD. OR -1/16" OSB AND/OR SECTIONS �' SHEATHING (VERIFY) ON ENGINEERED ENGINEERED TRUSSES 624" O.C. 111 NG2 ANION, l�j� 1891 ��y) _ . TRUSSES e 24" O.C. V C01 S LANDED GENTRY fro FrELn t�se� \_� 5/4x6 S1S2E PRIMED SPRUCE n n n Ibw HOMES AND COMMUNITIES FASCIA (VERIFY W/ BUILDER) 5/8 TYPE X GYP. BOARD P , ♦: \ �� SIDING PER ELEVATION 2x4 VENTED BLOCKING ♦�♦� WALL SHEATHING ♦�♦� (2)2x6 TOP PLATE HEADER SEE STRUC. 1/211 GYP. BOARD �.4 CAULKING R 10 INSULATION �♦�♦ l-/ METAL'Z' FLASHING 2x6 STUDS e la" O.C. N. ` 4, I VINYL WINDOW FRAME SIDING PER ELEVATIONS ON 1/2" ♦:♦: 2X6 WINDOW TRIM SHEATHING (VERIFY W/ BUILDER) �♦�♦ WINDOW FLANG ��/t(�� , •� / _ , i WINDOW FLANGE 2x10 RIM JOIST (VERIFY W/ BUILDER) { J I / 5/4"WINDOW TRIM @FRONT& 2x6 PLATE L .g— BACK ELEVATIONS ONLY(VERIFY) P.T. 2x6 PLATE W/ 1/2" DIA, x 10 ANCHOR BOLT 4 3"x3"x1/4" PLATE 3/4" T 4 G SHEATHING (VERIFY) ON VINYL WINDOW FRAME WASHER 48" O.C. 2x10 HF#2 FLOOR JOISTS OR 9 1/21 Lol WALL SHEATHING I-JOISTS 'a 16" O.C. (VERIFY W/ BLDR.) STUD WALL 6" CONCRETE FOUNDATION WALL W/ REBAR PER FDN. PLAN, R403,1,3,1 4 A A 4x8 HF#2 SEAM ON 4x4 POST (4x6 e n IRC TABLES 404,1,2(1) - 404.1,2(S). FOR SPLICE) ON 90* FELT (OR SIM,) ON _� SIDING OR BATTS *' \ FDN. WALLS TALLER THAN 48��, USE *4 -111=111�111= �, PAD FTG. PER FOUNDATION PLAN '-p VERTICAL REBAR W/ 3" HOOK INTO a ma U FOOTING 6 45" O.C. lip,- �y ;� - 16" x 8" CONCRETE FOOTING W/ WINDOW HEADER WINDOW SILL "'�, ,24 °' REBAR PER FDN. PLAN 4 R403,1,3,1 12 " 4'� PERFORATED DRAIN IN -111--=111=111=111 SCALE 3" = 1 -0 SCALE 3" = 1'-0 FREE-DRAINING GRAVEL BASE TYPICAL UJALL DETAIL SCALE: 1/2" = 11-O'1 WINDOW WEATHER STRIPPING 1. INSTALL BUILDING WRAP PER MANUFACTURERS INSTRUCTIONS WRAPPING INTO OPENING. 2. INSTALL 6"SELF ADHESIVE FLASHING TAPE AT SILL BENDING INTO OPENING 2-1/2"OVER 45° BOTTOM COMPOSITION ROOFING (VERIFY TYPE CORNER PIECES OR PLASTIC CORNERS. W/ BUILDER) ON 30* BUILDING PAPER Iz 3. INSTALL WINDOW PER MANUFACTURERS ROOF PITCH RECOMMENDATIONS&BEDDED IN CAULK. ON 1/2" PLWD. OR 1/1611 OSB SHEATHING PER PLAN 4. INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE (VERIFY) ON ENGINEERED TRUSSES ' OVER JAMB FLANGE EXTENDING PAST HEAD MIN. 2411 O.C. 2 1/2"&OVER SILL TAPE. 5. INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE %� OVER HEAD FLANGE LAPPING OVER JAMB TAPES. 5/4x6 S1S2E CEDAR OR PRIMED- 'I 6. INSTALL WALL BATTS OR SIDING AND I 5/S" TYPE-X OR 1/2" HIGH-DENSITY GWB TYP. WINDOW TRIM. INSTALL METAL"Z" FLASHING OVER SPRUCE FASCIA (VERIFY W/ BLDR.) CEILINGS WHERE FRAMING EXCEEDS 1611 O.C. TOP OF TRIM.* 7. CAULK BOTTOM, SIDE, &HEAD TRIM TO WINDOW FRAME AND SIDING. 2x4 VENTED BLOCKING (2)2x6 TOP PLATE (LAP SPICES 4811 MIN.) " FLASHING TO BE UNDER BUILDING PAPER CONTINUING UPWARD. 1/2" GYPSUM WALLBOARD 3/4" T 4 G PLYWOOD OR OSB SHEATHING 2x6 PLATE (VERIFY FLOOR JOIST TYPE, GRADE AND SPACING W/ UPPER FLOOR FRAMING PLAN) 2x RIM JOIST (MATCH JOIST DEPTH). IF I-JOISTS USED VERIFY RIM MATERIAL W/ MFR. SPECS. (VERIFY JOIST TYPE W/ BUILDER) \ \ SEE A5.1 FOR HEADER DETAILS (2)2x6 TOP PLATE (LAP SPICES 48" MIN.) T An' 1/2" GWB CEILING TYP. (16" O.C. FRAMING MAX.) • —/— 2x6 STUDS 6 16" 0.C, TYPICAL Z Z 1/2" PLYWOOD OR OSB SHEATHING 1/2" GYPSUM WALLBOARD ° (VERIFY W/ BUILDER) W/ SIDING PER ELEVATIONS M 2x10 RIM JOIST (VERIFY W/ BUILDER) 2x6 PLATE x P.T. 2x6 PLATE W/ 1/2" DIA, x 10" 3/4" T 4 G PLYWOOD OR OSB SHEATHING 2-STORY SINCLAIR ANCHOR BOLT 4 3"x3"x1/4" PLATE (VERIFY) ON 2x1O FLOOR JOISTS (GRADE WASHER 4811 O.C. 4 SPACING PER FDN./FLR. FRAMING PLAN) M I I 611 CONCRETE FOUNDATION WALL W/ �� �� <, 4x8 HF*2 BEAM (OR PER FDN/FLR, FRAMING PLAN) REBAR PER FDN, PLAN, R403,1,3.1 -41 4 IRC TABLES 404.1.2(1) - 404.1.2(S), ►} WALL DETAILS + ON 4x4 POST (4x6 POST SPLICE) ON 90# FELT "," .11�'a11f°�'"�" (OR SIMILAR) ON PAD FTG. PER FOUNDATION PLAN x FOR FDN, WALLS TALLER THAN 48" "� "'-may, > USE *4 VERTICAL REBAR W/ 3" HOOK �° 16" x S" CONCRETE FOOTING W/ 9'-1 1/8 TYPICAL WALL INTO FOOTING a 48 o.c. �'''°"� ° . 4& REBAR PER FDN, PLAN 4 R403.1.3.I SCALE 1/2"= 1'-0" TYPICAL MAIN LEVEL —° °—° —°�—°�—°�°-1° 4" PERFORATED DRAIN IN JOB NO: 2-STORY SINCLAIR FREE-DRAINING GRAVEL BASE DESIGNED: LG DRAWN: S D/J R TYPICAL 2—STORY WALL DETAIL DATE: 2/11/2021 SCALE: 1/2" = 11-0" SHEET A- 5 . 2 WA II '`) CODEC II w�'� NI Y O A{ ii ...illiet, � DECORATIVE GABLE 400 , VENT PER BUILDER (TYP.) Y , N 1891 �`y`O, . ���, CO \_ - BUILDING HEIGHT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BUILDING HEIGHT - - - - - � LANDED GENTRY 1p FIELD 1�5 HOMES AND COMMUNITIES ,a/ rah,, KNEE BRACE PER BUILDER - 41ri I IJ`'kih S/4x5 SIS2E PRIMED SPRUCE REVISIONS BY: BARGE BOARD W/ Ix4 TRIM " _ 1111111 ii'i'urJrii1i . eTOP EDGE (TYP.) 3 - 04 - 21 JR :cazii SHINGLE SIDING (VERIFY 2xI0 TRIM W/ 1/2" CHAMFER A T ill \_ TYPE, LOCATION UPPER PLR. PLT. HGT. 6 TOP EDGE (SEE DETAIL "A" T 1 COLOR W/ BUILDER) ELEVATION NOTES: T.O. WINDOWS THIS SHEET) ,, , VARYING 4 COMPLIMENTARY COLORS� 12 �/����� WILL BE USED FOR THE TRIM AND THE COMPOSITION ROOFING (VERIFY 6� �A���1�1�1 DIFFERENT BUILDING MATERIALS ON TYPE 4 COLOR W/ BUILDER) �Ai1Liii THE FRONT ELEVATION ~ p aimpalimp INSTALL A SILL WHEREVER STONE/ BRICK VENEER IS INSTALLED � 6' � 5/4x6 SIS2E PRIMED - '� SPRUCE FASCIA W/ 5" - - - - "Ai dilb _ - IT) O CONT. PAINTED METAL S - - — - - - - - - iiii1 , 6-h - - - - - - - - - - - - - - - - - - r cr,, GUTTER (TYPICAL) MIIIII1.- ��- \ `s' A — r\ - - A- IN_ _ \ _ _ _ _ _ _ _ _ di I dili illEMMEM - - - - _- - - - _- - - - _- - - - ►, O MAIN FLR. PLT. HGT. � T.O. _ —O. WINDOWS 1 1 I " ii u WALL MOUNTED LIGHTj/ FLANKING GARAGE DR. - -a.6 1 1 I J S/4x6 DOOR/WINDOW AND e ENTRY (4 PLACES TYPIICAL) TRIM (TYPICAL (SEE -0 . PANELLED/DECORATIVE- - GARAGE DOOR W/ GLAZING f 1 . 1 11 I 1 I' ` 1 - 5/4x4 CORNER TRIM (TYPICAL) BLANK PANEL SIDING W/- - 1x2 BATTENS e 16" O.C. __ I-F1 ' I I I - SHUTTERS PER BUULDER MAIN FLR. LEVEL - 1_ - - - - - - --4 - - - - - - - ', - - -__ -_- - - - - - - - - - - - - — - _1- - - - __f- - AVERAGE EXISTING GRADE - � - SLAB a GARAGE R DOO _ _ _ _ - - - - (VERIFY) - - - - - - - P.T. 6x6 POST WRAPPED PER BUILDER (2 TYPICAL) APPROX. FINISH GRADE APPROX. EXISTING GRADE FRONT LVAT I O I `l SCALE: 1/411 = 11-01' J 2x TRIM W/ I/2" N� II�II SHEATHING - - - - - - - - --- CHAMFER , - - - - - - - - - - - - - - - - - - - - - - - - - TOP EDGE hlli PER PLAN SIDING PER PLAN - - - - - - - - DETAIL SCALE: 3/4" = II-O" - - - - - - - - - - - - - - - - - - - - 12 SIDING PER -I- - � - - - - - - - - - - - - �6 PLAN = _\ l l J L J L J f\ PRIMED SPRUCE G.1. FLASHING / - \ CAP (OR EQ.) f 1 _ MASTIC-APPLIED SHEATHING STONE VENEER PER PLAN I I PER PLAN _ 1 fl 2-STORY SINCLAIR DETAIL SCALE: 3/4" = r-0" 1 I 1 OPTIONAL GARAGE DOOR FRONT & LEFTELEVATION S — 4 CONC. PAD (VERIFY W/ BUILDER) CRAFTSMAN 1 LEFT ELEVATION SCALE: 1/411 = 1'-0" JOB NO: 2-STORY SINCLAIR DESIGNED: LG DRAWN: BJ/JR DATE: 2/10/2021 SHEET 1 A-6 . 1 WA mom 4o 11 QFOR CODE c 41 w�'�AkYA{ Il 11 11 1891 N��✓���C O g��`off LANDED GENTRY O FIELD HOMES AND COMMUNITIES 1� REVISIONS 1SY: 1 2 - 24 - 21 JR L f 2x10 TRIM W/ 1/2" CHAMFER - - - - - - - - - - 6 TOP EDGE (SEE DETAIL "A", SHEET A3,1) ill \ — — - _\ 1 1 L 1 L 1 1 f 1 f 1 f 1 I I SACK ELEVATION SCALE: 1/4" = 11-0" L J -I [ 1 C C ! l I l J l L 1f f 1 f 1 f 1 C = 2-STORY SINCLAIR 1 1 BACK & RIGHT RIGHT ELEVATION ELEVATIONS SCALE: 1/4" = 1'-0" CRAFTSMAN JOB NO: 2-STORY SINCLAIR DESIGNED: LG DRAWN: BJ/JR DATE: 2/10/2021 SHEET A- 6 . 2 WA LUME�I1�lC CCONT�1»: �.`z�<,,o ), oNERAL NOTES : �'C)) CY1 105. HOSE BIBBS SHALL BE PROTECTED BY AN APPROVED NON-REMOVABLE TYPE BACKFLOW PREVENTION DEVICE amen ammumm r PER IRC CHAPTER 29 amisimmo :E�',4i�,4TION: FLOOR FRAMING (CO1�TIl ): aIIMIIIIIIIIIMIIIIIIIIIMIII Y 891 109. ALL PLUMBING FIXTURES, INCLUDING TOILETS, SHALL BE CAULKED OR SEALED AT THEIR BASE [ UPC SEC. 401.2 I Ay %,< 4Co � LANDED GENTRY -iv, EFORE STARTING ANY SITEWORK CALL 1-500-424-5555 TO HAVE UNDERGROUND UTILITIES LOCATED 53, JOISTS, RAFTERS AND TRUSSES MUST BE SUPPORTED TO PREVENT ROTATION BY INSTALLING SOLID BLOCKING AT EACH 110. ALL WATER LINES TO BE PROTECTED FROM FREEZING. IF WATER LINES ARE NOT LOCATED COMPLETELY BETWEEN OFIELD HEATED SPACE AND INSULATION PROVIDE MIN. R-3 INSULATION WHERE REQUIRED TO ASSURE PIPES ARE PROTEC- BEARING POINT OR AS REQ'D BY MANUFACTURER [ IRG SEC. 502.1 ] HOMES AND COMMUNITIES 2. ALL STUMPS AND ROOTS SHALL BE REMOVED FROM THE GROUND TO A DEPTH OF 12u IN THE AREA OCCUPIED BY THE TED FROM FREEZING BUILDING. NO EXCAVATED MATERIAL IS TO BE USED FOR BAGKFILL UNDER ANY CONCRETE WITHOUT APPROVAL OF THE 54. BEARING PARTITIONS PERPENDICULAR TO JOISTS MUST NOT BE OFFSET FROM SUPPORT BY MORE THAN THE DEPTH OF ' I BUILDING OFFICIAL. ALL FILL UNDER CONCRETE TO BE STRUCTURAL AND SHALL BE COMPACTED TO 95% THE JOISTS. AT MINIMUM DOUBLE JOISTS ARE REQ'D UNDER PARALLEL BEARING PARTITIONS. JOISTS FRAMED INTO MECHANICAL. PER IRC 201E SIDES OF BEAMS MUST BE SUPPORTED BY JOIST HANGERS OR LEDGER STRIPS [ IRC SEC. 502.4 1 EAMSAND JOISTS: 55. IN FLOOR CONSTRUCTION JOISTS AND BEAMS MUST HAVE NO LESS THAN I I/2" OF BEARING ON WOOD OR METAL AND NO 121. NO MECHANICAL SYSTEM OR EQUIPMENT REGULATED BY THIS CODE MAY BE CONNECTED TO FUEL SOURCE UNTIL LESS THAN 3" BEARING ON CONCRETE [ IRC SEC. 502.6 ] APPROVED BY THE BUILDING OFFICIAL [ IRC SEC. 111.1 / NFPA 541.1.1.1 ] 21, DIMENSIONAL LUMBER TO BE HEM-FIR •2 TYP, (U,N.O.), UNLESS NOTED OTHERWISE USE 4x6 WF*2 HEADER IN EXTERIOR WALLS ABOVE DOORS AND WINDOWS (SEE DETAIL 'G' ON SHEET A5,1), NOTE: HEARTWOOD BEAMS ARE NOT TO BE USED 56, ALL PLYWOOD OR OSB SUBFLOORING IS TO BE GLUED TO THE SUPPORTING FRAMING MEMBERS. GLUE IS TO BE APPLIED 122. GAS PIPING SHALL BE TESTED AT A MINIMUM PRESSURE OF 3 PSI. GAUGES USED FOR TESTING MUST HAVE AN WI 4x DEPTH, BEAMS AND HEADERS TO HAVE 11/2" MIN. BEARING TYP. U,N,O, SEAMS SHOWN ARE MINIMUM REQ'D OR IN STRICT CONFORMANCE WITH MANUFACTURERS DIRECTIONS UPPER RANGE OF NOT MORE THAN 5 TIMES THE TEST PRESSURE [ IRC SEC. G2411.4.I / NFPA 54 ] BETTER--SIZE AND GRADE MAY BE INCREASED PER BUILDERS DISCRETION. CHANGES TO PLAN MADE DURING CON- STRUCTION SHOULD BE VERIFIED W/ DESIGNER SINCE ALL STRUCTURAL MEMBERS ARE SIZED FOR THEIR SPECIFIC ROOF FRAMING. 123. CLOTHES DRYER DUCTS SHALL BE CONSTRUCTED OF MINIMUM 0.016" THICK RIGID METAL HAVING SMOOTH INTER- LOCATION 4 LOADS IOR FINISHES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. NO SCREWS SHALL BE USED. TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN CONSTRUCTION AND BE NO MORE THAN 12" IN LENGTH. DUCT SIZE MIN. 22, WOOD JOISTS CLOSER THAN 18" OR WOOD BEAMS CLOSER THAN 12" TO THE GROUND MUST BE OF TREATED WOOD OR 61. PLYWOOD ROOF SHEATHING IF EXPOSED ON THE UNDERSIDE MUST BE EXTERIOR GRADE AND IDENTIFIED AS EXPOSURE 1 4" DIAMETER (OR AS REQ'D BY DRYER LISTING 4 PER MANUFACTURER INSTALLATION INSTRUCTIONS). DUCT SHALL WOOD OF NATURAL RESISTANCE TO DECAY I IRC SEC. 311,1 ] [ IRC SEC. 503.2.1.1 ] TERMINATE AT OUTSIDE OF BUILDING WITH TERMINATION PER DRYER MFR. SPECIFICATIONS. TERMINATE MIN. 3 FEET FROM ANY OPENINGS INTO BUILDING. DUCT SHALL HAVE BACKDRAFT DAMPER AND SHALL NOT BE SCREENED. 23. ALL WOOD IN CONTACT WITH CONCRETE, MASONRY OR EARTH MUST BE PRESSURE-TREATED WOOD OR FOUNDATION- 62. ENCLOSED ATTIC 4 RAFTER SPACES MUST HAVE CROSS-VENTILATION FOR EACH SEPARATE SPACE BY VENT OPENINGS MAXIMIM DUCT LENGTH SHALL BE 35 FEET AND SHALL BE REDUCED IN ACCORDANCE WITH IRC TABLE G2439.1.4.1, GRADE CEDAR OR REDWOOD AND MARKED BY AN APPROVED AGENCY, CUT ENDS OF TREATED POSTS MUST BE PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF OTHER SYSTEMS RE-TREATED OR BE PROVIDED WITH PROTECTION FROM CONTACT WITH CONCRETE [ IRC SEC. 311,1 ] THAN I/15O OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT REDUCTION OF THE TOTAL AREA TO 1/300 IS PER- MITTED PROVIDED THAT AT LEAST 40% AND NOT MORE THAN 50% OF THE REQ'D VENTILATING AREA IS PROVIDED BY 124, WHOLE-HOUSE EXHAUST FAN (IF REQUIRED) TO HAVE A SONE RATING OF 1,5 OR LESS 4 BE WIRED TO A TIMER OR 24. PRESSURE-TREATED WOOD SHALL BE USED FOR THOSE PORTIONS OF WOOD MEMBERS WHICH FORM THE STRUCTURAL VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ASV. THE EAVE OR DEWUMIDISTAT, VERIFY PROPER INSTALLATION OF BAFFLES TO MAINTAIN REQUIRED VENT OPENINGS IN CEILING. IF SUPPORT OF BUILDINGS, BALCONIES, PORCHES, ETC. WHEN SUCH MEMBERS ARE EXPOSED TO THE WEATHER WITHOUT CORNICE VENTS [ IRC SEC. 806.2 1 THE OPENINGS MUST BE COVERED WITH A CORROSION-RESISTANT 1/4" MESH SCREEN FRESH AIR SYSTEM IS INSTALLED CONNECT TO RETURN AIR WITHIN FOUR FEET OF THE AIR HANDLING UNIT. PROVIDE ADEQUATE PROTECTION FROM A ROOF, EAVE, OVERHANG OR OTHER COVERING, SUCH MEMBERS MAY INCLUDE OUTDOOR INTAKE DUCT WITH DAMPER TO LIMIT AIR FLOW TO 145 CFM UNDER NORMAL OPERATING CONDITIONS. BEAMS, JOISTS 4 DECKING, POSTS, POLES 4 COLUMNS [ IRC SEC. 311,1,3 ] 63. AN INSULATION DAM MUST BE PROVIDED AT THE ATTIC ACCESS OPNG. WHEN USING BLOWN-IN INSULATION UNDERCUT INTERIOR DOORS TO ALLOW AIR MOVEMENT 25, ENDS OF BEAMS ENTERING CONCRETE OR MASONRY WALLS SHALL BE PROVIDED WITH A MINIMUM AIR SPACE OF 1/2" 64. TRUSSES MUST BE DESIGNED BY A REGISTERED DESIGN PROFESSIONAL IN ACCORDANCE WITH ANSI/TPI 1 STANDARDS 125. EXHAUST FAN LOCATIONS 4 SIZES REQUIRED TO COMPLY WITH THE WASHINGTON STATE VENTILATION 4 INDOOR AIR AT TOPS, SIDES AND ENDS I IRC SEC. 311,1 ] I IRC SEC. 802.10.2 ] QUALITY (VIAQ) CODE ARE AS FOLLOWS: KITCHEN: 100 CFM (RANGE HOOD ACCEPTABLE) 26. STRUCTURAL EXTERIOR POSTS, BEAMS, JOISTS AND DECKING TO BE CEDAR OR TREATED MATERIAL I IRC SEC. 311 ] 65. TRUSS BRACING MUST BE PROVIDED TO PREVENT LATERAL ROTATION AND PROVIDE LATERAL STABILITY IN ACCOR- LAUNDRY: 50 CFM MIN. DANCE WITH THE INDIVIDUAL TRUSS DESIGN DRAWINGS [ IRC SEC. 802.10.3 ] BATHROOMS: 50 CFM MIN. 21. FASTENERS FOR PRESSURE-TREATED AND FIRE-RETARDANT WOOD MUST BE OF HOT-DIPPED GALVANIZED STEEL, STAIN- NOTE: ALL EXHAUST FANS ON 20-MINUTE TIMER. EXHAUST FANS TO VENT TO OUTSIDE AIR NO CLOSER THAN 3 FEET LESS STEEL OR COPPER (EXCEPTION: 1/2" DIA. OR GREATER STEEL BOLTS) I IRC SEC. 311.3.1 ] 66. TRUSS MEMBERS MUST NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE FROM ANY OPENING APPROVAL OF A REGISTERED DESIGN PROFESSIONAL, ALTERATIONS RESULTING IN THE ADDITION OF LOADS THAT 28, PORTIONS OF GLUE-LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE EXCEED THE DESIGN LOAD FOR THE TRUSS WILL NOT BE PERMITTED WITHOUT VERIFICATION THAT THE TRUSS IS CAPA- 126. ALL GAS COMBUSTION APPLIANCES (EXCEPT KITCHEN RANGE 4 CLOTHES DRYER) TO HAVE COMBUSTION AIR DUCTED AND ARE EXPOSED TO THE WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING BLE OF SUPPORTING SUCH ADDITIONAL LOADING [ IRC SEC. 802.10.4 ] DIRECTLY TO THEM SHALL BE PRESSURE-TREATED WITH PRESERVATIVE OR BE MANUFACTURED FROM NATURAL DURABLE WOOD I IRC SEC, I /� I p 311,1,5 ] 61. TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR LOAD WHERE CONDITIONS IN TABLE R3O1.5 ARE PRESENT (TRUSS WAS' �-4II GTOIV STATE ENERGY COI:DE COMPLIANCE: III I ENGINEER AND/OR MANUFACTURER TO VERIFY) WALL FRAMING : (IN GENERAL MIN. REQ'MENTS PER IRC CHAPTER 6, AS DEFINED HEREIN OR SHOWN ON DRAWINGS) p EXTEI`IOR SMELL: 131. COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE ENERGY CODE (4 IRC CHAPTER 11) IS AS FOLLOWS: 31. FRAME MAIN FLOOR EXTERIOR WALLS W/ 104 5/8" 2x6 STUDS e 16" O.C. TYPICAL. FRAME UPPER FLOOR EXTERIOR WALLS FLOOR: R-38 WALLS: R-21 W/ 92 5/8" 2x6 STUDS e 16" O.C. TYP. (VERIFY EXTERIOR SHEATHING TYPE W/ BUILDER). FRAME MAIN FLOOR INTERIOR FLAT CEILING: R-49 (R-38 ALLOWED IF INSULATION DEPTH MAINTAINED TO OUTSIDE FACE OF EXTERIOR WALL) WALLS W/ 104 5/8" 2x STUDS (PER PLAN) 0 16" O.C. W/ 1/2" GYPSUM WALLBOARD BOTH SIDES TYPICAL UNLESS NOTED 11, FLASH AND COUNTER-FLASH ALL EXTERIOR OPENINGS AS REQUIRED TO MAKE THEM WEATHERPROOF. INSTALLATION VAULTED CEILING: R-38 OTHERWISE BY BUILDER. FRAME UPPER FLOOR INTERIOR WALLS W/ 92 5/5" 2x4 STUDS e 16" O.C. W/ I/2" GWB BOTH SIDES INSTRUCTIONS SHALL BE PROVIDED FOR EACH WINDOW BY THE MANUFACTURER DOORS: U=,200 MAXIMUM (VERIFY WEATHERSTRIP IS INSTALLED) TYP. (U.N.O.). FRAME GARAGE WALLS W/ 104 5/8" 2x STUDS (PER PLAN) 9 16" O.G. ANGLED WALLS TO BE 45 DEGREES WINDOWS: U=.280 MAX. TYP, UNLESS NOTED OTHERWISE 12. ALL EXTERIOR TRIM AND SIDING JOINTS TO BE AS SHOWN ON THE ELEVATIONS. WHERE TWO BOARDS BUTT ENE TO END, SKYLIGHTS: U=.50O MAX. SIDING OR TRIM PROVIDE A 15-DEGREE (MINIMUM) BEVEL ON ENDS OF JOINING BOARDS. FLASH CONTINUOUS ABOVE WATER LINES IN HEATED OR UNHEATED AREAS TO BE INSULATED TO R-3. HEAT DUCTS TO BE R-8 MIN. 4 EXHAUST 32, STUDS PARTITIONS CONTAINING PLUMBING, HEATING OR OTHER PIPES SHALL BE SO FRAMED AND THE JOIST BELOW SO ALL PROJECTING WOOD TRIM [ IRC SEC. 103 ] DUCTS MIN. R-4 (SEAL JOINTS, CORNERS AND BOOTS). VERIFY INSULATION IS INSTALLED BEHIND PARTITIONS, IN SPACED AS TO GIVE PROPER CLEARANCE FOR THE PIPING. WHERE A PARTITION CONTAINING SUCH PIPING RUNS CORNERS, FITTED AROUND WIRING 4 PIPES AND IN SPACES BEHIND BATHTUBS 4 SHOWERS. INSULATE ALL ACCESS PARALLEL TO THE FLOOR JOISTS THE JOISTS UNDERNEATH SUCH PARTITION SHALL BE DOUBLED AND SPACED TO PERMIT SAFETY: DOORS/HATCHES TO CRAWLSPACES/ATTICS TO THE EQUIVALENT RATING OF THE INSULATED FLOOR, WALL OR CEILING PASSAGE OF SUCH PIPES AND SHALL BE BRIDGED. WHERE PLUMBING, HEATING OR OTHER PIPES ARE PLACED IN OR THROUGH WHICH THEY PENETRATE 4 INSTALL WEATHERSTRIP TO MINIMIZE AIR LEAKAGE. SEAL OPENINGS AROUND PARTLY IN A PARTITION NECESSITATING THE CUTTING OF SOLES OR PLATES A METAL TIE NOT LESS THAN I/8" THICK 4 INTERIOR PLUMBING PIPES 9 EXTERIOR WALLS. REFER TO 2018 WSEC CHAPTER 4 4 IRC CHAPTER 11 FOR VERIFICATION 1 1/2" WIDE SHALL BE FASTENED TO THE PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN (8)16d 81. EVERY DWELLING MUST HAVE ITS ADDRESS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET [ IRC SEC. 319.1 ] OF INSULATION VALUES (CHECK WITH BUILDING DEPARTMENT OF JURISDICTION FOR ADDITIONAL INSULATION REQUIREMENTS NAILS EA. SIDE [ R602.6.1 ] THAT EXCEED THE 2015 WSEC) 82. EVERY BASEMENT, HABITABLE ATTIC AND EVERY SLEEPING ROOM MUST HAVE AT LEAST ONE OPERABLE WINDOW 33. DOORS THAT ARE NOT DIMENSIONED TO HAVE TWO STUDS (3") BETWEEN R.O. AND NEAREST WALL OR EXTERIOR DOOR APPROVED FOR EMERGENCY EGRESS OR RESCUE. WINDOWS MUST HAVE A MIN. NET CLEAR 132. INSULATION TO FILL ALL EXTERIOR WALL CAVITIES--DO NOT COMPRESS! CUT TO FIT AROUND PIPES, WIRES 4 OUTLET OPENING OF 5.1 SQUARE FEET (5.0 S.F. IF LOCATED ON GRADE FLOOR), A MIN. NET FREE OPENING HEIGHT OF 24" BOXES. RECESSED FIXTURES IN EXTERIOR WALLS TO HAVE MIN. R-5 INSULATION BEHIND THEM 34. INSTALL 2x6 BACKING FOR TOWEL BARS BETWEEN STUDS CENTERED 48 A.F.F. AND A MIN. NET CLEAR OPENING WIDTH OF 20 INCHES. FINISHED SILL HEIGHT MAY NOT BE MORE THAN 44" ABV. THE FLOOR. ESCAPE WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEYS, TOOLS OR 133. BLOWN-IN ATTIC INSULATION TO BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURERS RECOMMENDATIONS FOR 35, CRIPPLE WALLS MUST BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE, WHEN EXCEEDING 4 FEET IN SPECIAL KNOWLEDGE [ IRC SEC. 310 1 DENSITY 4 COVERAGE. PROVIDE VENTILATION BAFFLES IN ATTIC WHERE REQ'D TO MAINTAIN 1" AIR SPACE. BAFFLE TO HEIGHT SUCH WALLS MUST BE FRAMED OF STUDS HAVING THE SIZE REQ'D FOR AN ADDITIONAL STORY. CRIPPLE WALLS EXTEND 6" VERTICALLY ABOVE THE BATTS AND 12" VERTICALLY ABV, LOOSE-FILL INSULATION. PROTECT ALL FOAM LESS THAN 14" HIGH MUST BE SHEATHED ON AT LEAST ONE SIDE AND FASTENED TO TOP AND BOTTOM PLATES OR THE 83. ATTIC ACCESS TO BE MINIMUM 22"x30", BE READILY ACCESSIBLE AND MUST HAVE 30" UNOBSTRUCTED HEADROOM INSULATION WITH METAL, PLASTIC OR PARGING AT BELOW-GRADE CONDITIONS 4 WHERE EXPOSED ABV. GRADE TO PRE- CRIPPLE WALL WILL HAVE SOLID BLOCKING. CRIPPLE WALLS MUST BE BRACED WITH 1S% MORE BRACING THAN AS REQ'D ABOVE [ IRC SEC. 801 ] VENT DAMAGE FOR THE WALL ABOVE, WITH WALL PANEL SPACING NOT MORE THAN 14 FEET I IRC SECTIONS 602.9 AND 602.10.11.1 ] 54. WHEN WORK IS PERFORMED THAT REQUIRES A PERMIT OR WHEN A SLEEPING ROOM IS CREATED THE ENTIRE BUILDING 134. A ONE-PERM (OR LESS) VAPOR RETARDER (KRAFT PAPER, PVA PAINT, ETC.) IS TO BE INSTALLED ON THE WARM SIDE 36. WOOD COLUMNS MUST BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT [ IRC SEC. 401.3 ] MUST BE PROVIDED WITH SMOKE ALARMS. A SMOKE ALARM MUST BE INSTALLED IN EACH SLEEPING ROOM AND OF THE INSULATION OUTSIDE THE SLEEPING ROOM IN THE IMMEDIATE VICINITY, THERE MUST BE AT LEAST ONE SMOKE ALARM ON EVERY 31, ALL TRIMMERS AND HEADERS FRAMING AN OPENING SHALL BE PER IRC TABLES R6O2.1(1) AND R602,1(2) OR AT THE MIN. FLOOR LEVEL. ALL SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACKUP AND BE INTERCONNECTED. ALL 135. ALL RECESSED LIGHT FIXTURES IN THE THERMAL ENVELOPE TO BE CERTIFIED UNDER ASTM E-283 AND SO LABELED OR SHALL BE DOUBLED OR LUMBER OF EQUIVALENT GROSS-SECTION AND EA. END SUPPORTED WITH PROPER-SIZED FRAMING ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 211 AND HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF SEAL AROUND THE EXTERIOR IN AN APPROVED MANNER TO BE AIR-TIGHT ANCHORS UNLESS ADEQUATE BEARING PROVIDED THROUGH OTHER MEANS NFPA 12 [ IRC SEC. 314 ] 38. PLACE A VAPOR BARRIER OF TYVEK (OR EQUAL) OVER ALL EXTERIOR WALLS [ IRC SEC, 103.2 ] 85. FOR NEW CONSTRUCTION AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE EACH SEPARATE 136. SOLE PLATE IS TO BE CAULKED OR GLUED TO FLOOR. RIM JOIST BTLI STORIES LE TR GAUIPLUMBI AIED. ALL HOLES SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES IN BUILDING ENVELOPE TO BE CAULKED/SEALED INCLUDING BUT NOT LIMITED TO ELECTRICAL, PLUMBING 4 HVAG PENE- 39. WOOD STUD WALLS MUST BE CAPPED WITH A DOUBLE TOP PLATE INSTALL TO PROVIDE OVERLAPPING AT CORNERS AND ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES [ IRC SEC. 315 ] TRATIONS, OUTLETS, SWITCH BOXES AND RECESSED FIXTURES ON EXTERIOR WALLS OR CEILINGS ARE TO BE CAULKED/ SEALED WITH APPROVED SEALANT OR HAVE FOAM FACE GASKETS INSTALLED. ALL RECESSED LIGHTS TO BE IC RATED, INTERSECTIONS WITH BEARING PARTITIONS. END JOINTS MUST BE OFFSET AT LEAST 24 INCHES [ IRC SEC. 602.3.2 1 SINGLE TOP-PLATE CONSTRUCTION IS NOT TO BE USED ON THIS PROJECT 86, PORCHES, BALCONIES, RAMPS OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE AIR TIGHT 4 SEALED t0 SURROUNDING GWB. ROUGH OPENING AROUND ALL WINDOWS 4 DOORS TO BE SEALED/CAULKED BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 131. THE BUILDING OR DWELLING UNIT SHALL BE TESTED 4 VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 40. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTCHED TO A DEPTH NOT TO EXCEED 25% 30" ABV. THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED ABOVE THE 5 AIR CHANGES PER HOUR. TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. OF ITS WIDTH. STUDS IN NON-BEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40% OF A SINGLE NOSING OF THE TREADS. GUARDS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD STUD WIDTH. ANY STUD MAY BE BORED OR DRILLED PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE IS NO A SPHERE 4" IN DIAMETER TO PASS [ IRC SEC. 312.1 ] PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND GREATER THAN 40% OF THE STUD WIDTH, THE EDGE OF THE HOLE IS NO CLOSER THAN 5/5 INCH TO THE EDGE OF THE PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PREFORMED At ANY TIME AFTER CREATION OF ALL PENETRATIONS STUD AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A GUT OR NOTCH [ IRC FIGURES R602.6(1) 4 R602.6(2) ] 51. INSTALL 1/2 GYPSUM WALLBOARD (MIN.) AT GARAGE/HOUSE WALL AND GARAGE BEARING WALLS. INSTALL 5/8 TYPE-X OF THE BUILDING THERMAL ENVELOPE. ONCE VISUAL INSPECTION HAS CONFIRMED SEALING (SEE WSEC TABLE R402.4.1.1), TOP PLATES IF NOTCHED OR DRILLED TO MORE THAN SO% OF THEIR WIDTH SHALL HAVE A 16-GAUGE METAL TIE I I/2" GYPSUM WALLBOARD AT GARAGE CEILING TYPICAL. INSTALL 20-MINUTE RATED DOOR BETWEEN HOUSE AND GARAGE OPERABLE WINDOWS 4 DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE IN WIDTH INSTALLED PER IRC FIGURE R6O2.6,1 [ IRC SEC. 302.6 1 NOTE: SELF-CLOSING HARDWARE REQ'D BY CODE FRAME PRIOR TO THE TEST [ WSEC R402.4MANUFACTURED .1.2 ] EXCEPTIONS: A. A STUD MAY BE BORED TO A DIAMETER NOT EXCEEDING 50% OF ITS WIDTH PROVIDED THAT SUCH STUDS LOCATED 88, THE FLOOR SURFACE IN A GARAGE SHALL BE NON-COMBUSTIBLE AND SLOPED TOWARD THE MAIN VEHICLE ENTRY DOOR- I EXTERIOR WALLS OR BEARING PARTITIONS ARE DOUBLED AND THAT NOT MORE THAN TWO SUCCESSIVE STUDS ARE WAY [ IRC SEC. 309.1 1 AUTOMATIC GARAGE DOOR OPENERS SHALL BE LISTED IN ACCORDANCE WITH UL 325 [ IRC SEC. AI3IBREVIATIONS: BORED 309.4 ] B. APPROVED STUD SHOES MAY BE USED WHEN INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS [ IRC SEC. 602.6 ] 89. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPART- e AT EL. ELEVATION MAX. MAXIMUM 51-1 SINGLE-HUNG PROVIDE METAL NAIL PLATES IN ALL LOCATIONS WHERE PLUMBING OR WIRING COMES WITHIN I" OF THE EDGE OF ANY STUD MENTS SHALL BE FINISHED WITH A NON-ABSORBENT SURFACE TO EXTEND TO A HEIGHT NOT LESS THAN 12" ABOVE THE A.B. ANCHOR BOLT ELEC. ELECTRICAL M.B. MACHINE BOLT (WINDOW) FLOOR [ IRG SEC. 301 ] ADD. ADDITION ELEV. ELEVATOR MECH. MECHANICAL SHWR. SHOWER 41. FIRE BLOCKING SHALL BE PROVIDED TO CUT-OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO ADJ, ADJUSTABLE ENG'R ENGINEERING) MEMB, MEMBRANE SWTW'G SHEATHING FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP-STORY AND THE ROOF SPACE [ IRC SEC. 302.11 I 90. FURNACE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE REQUIRE- A.F.F. ABOVE FINISH FLOOR EQ. EQUAL MICRO. MICROWAVE SIM, SIMILAR INSTALL FIRE BLOCKING AT: MENTS OF IRC CHAPTERS 13 THROUGH 20 4 CHAPTER 24. IF LOCATED IN GARAGE FURNACE AND HOT WATER TANK SHALL ALt, ALTERNATE EQUIP. EQUIPMENT MIN. MINIMUM SPEC. SPECIFICATION A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES 4 PARALLEL ROW OF STUDS OR BE ELEVATED SO THAT PILOTS, BURNERS, HEATING ELEMENTS AND SWITCHES ARE MIN. IS" ABOVE GARAGE SLAB. STRAP ALUM. ALUMINUM EXP. JT. EXPANSION JOINT MTL. METAL SQ. SQUARE STAGGERED-STUDS AS FOLLOWS: HUT TO WALL [ IRC SEC. MI3O1.3 1 PROVIDE OVERFLOW PAN 4 PIPING AND INSTALL TEMPERATURE 4 PRESSURE RELIEF BA. BATH EXIST. EXISTING N.I.G. NOT IN CONTRACT S.S. STAINLESS STEEL a. VERTICALLY AT THE CEILING AND FLOOR LEVELS VALVE (WI PIPE TO EXTERIOR TERMINATION) PER IRC CHAPTER 28. VERIFY PROTECTION FROM IMPACT BY AUTOS BDRM. BEDROOM EXT. EXTERIOR N.T.S. NOT TO SCALE STD. STANDARD b. HORIZONTALLY AT INTERVALS NOT TO EXCEED 10 FEET: BLDG. BUILDING F.D. FLOOR DRAIN O,C, ON CENTER STL, STEEL B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, BLKG, BLOCKING FIN. FINISH ODWH ON-DEMAND WATER STOR, STORAGE WOO DS I D E DROP CEILINGS AND COVE CEILINGS: I B.O. BY OWNER F.F. FINISHED FLOOR HEATER STRUCT. STRUCTURAL C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN: PLUMBING. BOT. BOTTOM FLR. FLOOR O.F.C.I. OWNER TO FURNISH, SUSP. SUSPENDED D. AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT THE CEILING AND FLOOR LEVEL WITH AN APPROVED MATERIAL TO BWP BRACED WALL PANEL FDN. FOUNDATION CONTRACTOR INSTALL T 4 G TONGUE 4 GROOVE RESIST THE FREE-PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION: 101. NO PLUMBING OR DRAINAGE SYSTEM OR BUILDING SEWER MAY BE COVERED, CONCEALED OR PUT INTO USE UNTIL It HAS CAB. CABINET F.O.G. FACE OF CONCRETE OH. OVERHANG TEMP. TEMPERED E. FOR SITE-BUILT CHIMNEYS AND FIREPLACES, FIRE BLOCKING MUST BE A MIN. OF I" THICK AND SUPPORTED ON METAL BEEN TESTED, INSPECTED AND APPROVED [ UPC SEC. 103.5.1.3 ] GSMT. CASEMENT (WINDOW) F.O.S. FACE OF STUDS O.H. OVERHEAD THK, THICKNESS STRIPS OR METAL LATH: CENTERLINE FT, FOOT OR FEET OPNG, OPENING T.O. TOP OF F. FIRE BLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQ'D AT THE LINE OF DWELLING SEPARATION 102. PLUMBING SUPPLY PIPING SHALL BE TESTED WITH WORKING WATER PRESSURE OR, EXCEPT PLASTIC PIPING, 50 PSI AT CLKG, CAULKING F.E. FIRE EXTINGUISHER OPT. OPTIONAL Tv TELEVISION PRESSURE [ UPC SEC. 609.4 ] CLO. CLOSET FRPLC, FIREPLACE PH PHONE TYP. TYPICAL GENERAL NOTES 42, FIELD-CUT NOTCHES, ENDS AND DRILLED HOLES OF PRESERVATIVE TREATED WOOD SHALL BE TREATED IN FIELD IN ACCORD- CMU CONC. MASONRY UNIT FURN. FURNACE PIG PICTURE (FIXED WDW.) U.N.O. UNLESS NOTED ANCE WITH AWPA M4 I IRC SEC. 311.1.1 ] 103. PLUMBING DRAINS SHALL BE TESTED WITH WATER FILLED TO THE HIGHEST VENT IN THE SYSTEM OR 5 PSI AIR PRESSURE COL. COLUMN GA. GAUGE P.I.P. CONC. POURED-IN-PLACE OTHERWISE [ UPC SEC. 112,2,3 ] CONC. CONCRETE GALV. GALVANIZED CONCRETE V.T.O. VENT TO OUTSIDE CONST, CONSTRUCTION G.B. GRAB BAR P. LAM PLASTIC LAMINATE VERT, VERTICAL /� I FLOOR FRAMING: 104. ALL PIPING PASSING UNDER OR THROUGH WALL SHALL BE PROTECTED FROM BREAKAGE. APPROVED PROVISIONS CONT. CONTINUOUS GLU-LAM GLUE-LAMINATED PLAS. PLASTIC VEST. VESTIBULE SHALL BE MADE FOR EXPANSION OF HOT WATER PIPING. VOIDS AROUND PIPING PASSING THROUGH CONCRETE FLOORS CPT. CARPET GR, GRADE PLWD. PLYWOOD VIN. VINYL ON THE GROUND SHALL BE APPROPRIATELY SEALED [ UPG SEC. 313.1 ] G.T. CERAMIC TILE GWB GYPSUM WALLBOARD PR. PAIR W WASHER JOB NO: WOODSIDE DIA. DIAMETER WB HOSE BIBB P.T. PRESSURE-TREATED W/ WITH 51. JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY APPROVED FRAMING ANCHORS OR ON D DRYER HDWD. HARDWOOD R RISER WC WATER CLOSET DESIGNED: LG 105. HORIZONTAL PIPING SHALL BE SUPPORTED AT SUFFICIENTLY CLOSE INTERVALS TO PREVENT SAGGING. PIPE SUPPORTS LEDGER STRIPS NOT LESS THAN NOMINAL 2" x 2" [ IRC SEC. 502,6,2 ] DBL. DOUBLE HORIZ. HORIZONTAL R.D. ROOF DRAIN WD. WOOD FOR ABS MAY NOT EXCEED 4 FEET ON CENTER [ UPC SECS. 314.5 4 314.5.1 ] DRAWN: BJ/JR DF DOUGLAS FIR HWT HOT WATER TANK REF. REFERENCE WDW, WINDOW 52, ALL JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS 4 OVER SUPPORTS WITH 2" NOMINAL WIDTH BY FULL JOIST D.F. DRINKING FOUNTAIN INSUL, INSULATION REFG, REFRIGERATOR W/0 WITHOUT DATE: 3/09/2021 DEPTH SOLID BLOCKING, RIM JOIST, JOIST HANGER OR OTHER APPROVED MEANS. NOTCHES AT THE ENDS OF JOISTS 106. WHIRLPOOL BATHTUBS SHALL BE PROVIDED WITH A REMOVABLE PANEL OF SUFFICIENT DIMENSION TO ACCESS THE PUMP SHALL NOT EXCEED 25 o OF THE JOIST'S DEPTH AND BORED HOLES ARE NOT TO BE WITHIN 2" OF THE TOP OR BOTTOM I IRC P2120 1 DN. DOWN INT, INTERIOR REQ'D REQUIRED WP WATERPROOF DR. DOOR KIT. KITCHEN RM. ROOM W.W.F. WELDED WIRE SHEET OF THE JOIST. HOLES ARE NOT TO BE ANY BIGGER THAN 1/3 THE DEPTH OF THE JOIST. HOLES AND NOTCHES MUST NOT DTI. DETAIL JST. JOIST R.O. ROUGH OPENING FABRIC BE WITHIN 2" OF EACH OTHER. NOTCHES IN THE TOP OR BOTTOM OF THE JOISTS SHALL NOT EXCEED I/6 THE JOIST DEPTH 101, SHOWERS HEADS AND KITCHEN SINK FAUCETS SHALL BE RATED AT 1.15 GPM OR LESS. ALL OTHER LAVATORY FAUCETS TO AND ARE NOT PERMITTED IN THE MIDDLE THIRD OF THE SPAN [ IRC SEC. 502.1 4 502.5 1FOR NOTCHING AND BORING OF BE RATED AT 1.0 OR LESS. WATER CLOSET SHALL BE 1.6 GALLON/FLUSH MAX. DW DISHWASHER LAV, LAVATORY S 4 R SHELF 4 ROD XO SLIDER (WINDOW) A_ 7 1 DRWG, DRAWING MAIL. MATERIAL S.F. SQUARE FEET MANUFACTURED FLOOR JOISTS REFER TO THE MANUFACTURER'S SPECIFICATIONS AND FOLLOW THEIR RECOMMENDATIONS EA, EACH HF HEM-FIR SGD SLIDING-GLASS DOOR A- 7 . 1 FULLY WA MMM 11 O4oR CODE cD� Il II tc� I cAlik‘l Y 04,:e,it to Allak 411 , .�✓ ,4 C01 6sQ� I LANDED GENTRY ro FrELn tr�se� HOMES AND COMMUNITIES X -14 I II II I ELECTRICAL PLAN KEY I II A 0 Y O Aft 1A90 I ' ,„ I - - �, I I WALL SCONCE } A 0 , , �� \ `A I RECESSED CAN I CEILING FIXTURE 11 11 \ SO CFM / I I EYEBALL CAN — Itc / \ _ _ II �` (MIN,) I / I SSE) SMOKE DETECTOR -9- - u \ S EX. FAN \ / 9� / - - - - _ _ _ _ - - - i Q EXHAUST FAN - y 0 - - - - S' I LIGHT SWITCH / r CO / FRN� L _ _ J S3 3-WAY LIGHT SWITCH I' TO MAIN — OO [� WALL OUTLET 120 VOLTS FLOOR _ . TO _I _\_ OPT, F,P, \ T 0 220 VOLT OUTLET(DRYER&OVEN PLUG) I / I I SD — 0 _ \ WATER PROOF GROUND FAULT P INTERRUPTER OUTLET 120 VOLTS SD / I I 0 / \ O LA LA I \ — ,I-�,r1 GROUND FAULT INTERRUPTER I I I / try r� I WJ OUTLET 120 VOLTS <TV/TEL I d — LA LA �-� / \ I TV TEL TELEVISION,TELEPHONE 9- -E - II / $ 4 4 AND INTERNET MODULE II O II ®'/ ' / \ I T I I I FIXTURE — PULL CHAIN LIGHT / I tV/TEL DI LL — I I WALL MOUNTED LIGHT I i , ` — , TV/TEL a o I \ 0 \ \ / ® HARDWIRE OUTLET \ ' 0 l I 1 NOTE: KI TV/TEL I SMOKE DETECTOR(SD)®sue 110V INTERCONNECTED I _ 31 = \ / I WITH BATTERY BACKUP - 6- I T0 . 0V/T4L> <TV/TEL I I I 0 0 I 9- dt I QTV/TEL I /I _ (3)PENDANT LIGHTS I I I ' �i I p i o• � •o � \ SD / I l I S I , , I I � , - r•1 0 0 `-ks \ r� �� 36" COOKTOP W/ / L� i I TO '� ill eel �� _ [4 136" HOOD ABV, / c.T I I I \ // te I \ .I , \ // \ \ I SD \/ _ / ( I , /' \ \� MICRO, m \ // / \ / e OVEN $ O O ° O I /\ 4- M 1 \ \ ' r�D m O �� UPPER FLOOR ELECTRICAL FLAN f eife ,- ' (MIN.) ,/ 1,0cp ido� L�EH. FAN 4 _ _ _ = / SCALE: 1/4" = 1'-O° \. TO HOOD / I / / ; - \ ABV. 50 CFM / I , aL P— 1 , 7 — (MIN.) 0 l'' 50 CFM (MIN.)- n_l U' I �� i �`�� I - - EXH. FAN EXH. FAN %1_ _ - - - R �� _/ II0 I Y II I II II \ I I \ / „��_�� ide II I TO UPPER / JI ,� FLOOR ( / I " R +48 r 7' I I g II \ _ OGEI Ili 0 �i ® CO O I II _ _ +48" DED. TO / �� , 11 \\ J -{ - GF GFI q 1 db ,_ _ _ _ a FREEZER / �� e E / s b O - O OPT. S s o - - - a OC't1 F / u�i DOOR i / �ti° / el 4, SD® \-s -0_ _,_ 1 / +48" 'a' , =_ __ / ______ } �I \ , � , I I �I .= _ , `\ NOTE: I I 0 \ ° so 5 C- 4 n ii / �/ (MIN.) 0 II I I q °+4g" VERIFY PULL-CHAIN // ' EXH. FAN oL= 0 I II I II LIGHT a FURNACE IN II I JI I II ATTIC I / // / 1 r \ / /\ / c IP a CLG. HANGING // / {Y( W ooc 11 1 _ - FIRE h' ° _ _ 31— / 0 II 1 - 1 �— - — - — TV/TEL II 31 S O " IT 1 ill u ° TL 6 CLG, II / I, _ L ! P , , - , 0 —SSD \ II N \ +48"V II \ tE 9 II FIIREPLACE OPTION SEEDIROOM *4 OPTION +48 /z_i o° 1_1. SCALE: I/4ii = 1 -O" SCALE: I/4" o II-0" � I � _ _ _ 357 I 2—STORY SINCLAIR 0+48 /' NOTE: . \ 7 ° EXCEPT FOR EXHAUST FANS AND SMOKE DETECTORS, FIXTURE LOCATIONS ARE _ - i - - - - - '- - ELECTRICAL PLANS DESIGNER'S SUGGESTION ONLY (VERIFY ALL FIXTURE TYPES AND LOCATIONS W/ - — - — - _ - - - R OWNER). EXHAUST FANS TO COMPLY W/ 2018 IRC M15O3. FAN NOISE NOT TO CRAFTSMAN 1 EXCEED 1.5 SONES 6 0.1 INCHES WATER GAUGE. EXHAUST FANS TO BE VENTED TO OUTSIDE AIR TYP. VERIFY ANY ADDITIONAL LIGHTING, A/V OR COMPUTER WIRING REQUIREMENTS W/ OWNER AND/OR BUILDER INTERIOR LIGHTING: A MINIMUM OF 90 PERCENT OF ALL tlA �� FL.001 LCT1 � w �� FLAN JOB NO: 2-STORY SINCLAIR LUMINAIRIIES SHALL BE NIGH EFFICIENCY LUMINAIRIES, (v DESIGNED: LG EXTERIOR LIGHTING: LUMINAIRIES PROVIDING OUTDOOR SCALE: I/.4 = 1'-0" DRAWN: BJ/JR LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL DATE: 3/09/2021 BE HIGH EFFICIENCY LUMINAIRIES. SHEET 1 A- 3 . 1 WA o, oRCODEco Standard Structural Specifications'— Copyright, Tim K. Garrison, P.E. l' .0 Y O A{ D1 ` Typ.shear wall TOP G 9 connection-framing parallel Main Level Walls, Floor Diaphragms,and Lower Roof 1/8" = 1' or rim or can't blocking,NTS OF DESIGN -APPLICABLE CODES: - Roof diaphragm is 11RD,typ. Roof ledger to shear walls, use 801, 7-, 1891 VIA.L . The designs herein are prepared in accordance with the 2018 IBC. Construction shall conform with .. • r�,ss o� $ typ. ;; p r G� R 'Most recent buildingcode adopted bythe approving jurisdiction. . ��rr oa All interior floor sheathing is 12FD,typ. �4, C O g., .� p pp g j q,.7., � � , C'T e� JJ15T,orc coarr r°FIrLol 'alculations. The calculations included herein are only those required to ensure compliance with code. We � �„�� B�K , tr�rr.} PW I f do not intend to compute every structural element nor every load combination. Much of our analysis is"Br SN E (By Inspection.) � a sdauu4 . 7-' �� 3,g 3.B LIMITED SCOPE OF CONSULTANT'S WORK: -_ %,i •,,•,,c.L ••"" ,. , ,. ,,, I lei lal i F•E.n. Yu4.S } 1 I Consultant. The consultant in responsible charge of the work indicated herein is Tim K. Garrison, Q.E., 2•1 I.E. 5 doing business as ConstructionCalc, Inc., hereafter indicated as"CCI." -muss q- gAFT6 O iv-1., p �� �� � Structural Callouts — Copyright ConstructionCalc, Inc (CCI) Scope of Consultant's Work. The scope of work of CCI is limited to structural lateral analysis of a new `�P4 A T a`�G ir `� single-family residence as follows: sH4471,14 ,ul A34 0 PA Per Architect Inclusions: • T�e�,�,Hy ,� �I 1 * Structural Item: This item and related connectors shall be per architect/designer. ot'Kta • s .11 RD Roof Diaphragm _. O Lateral(wind and earthquake) analysis. Tar, gF0.Li"`' 1 * Shear Capacity: Good for Eh=230 plf- seismic; Eh=322 Of- wind. Max aspect ratio-3:1. S+tE w414 • � . Exclusions: v P-p,� * Framing: Trusses or rafters: 2x at 4 O .F : 2 C max. O Gravity analysis (beams,joists, headers, rafters, columns,trusses,foundations,and related 3=-1'=___l==1 101 * Framing Connection at Support: connectors.)This was by architectural designer. p.✓ -- - Where connected to shear wall, connect per shear wall callout- top of wall. • ryp.shear wan BOTTOM Where trusses or rafters connect to beam, useH2.5, or A34 with screws, or similar, typ. CCI takes responsibility only for items specifically addressed in our drawings and calculations. Constructed BEDROOM *4 OPTION ' items not specifically addressed herein shall be built per minimum code. D3 connection on framed floor, -;- -;----�---• - At ledger, connect per ledger callout. u? I I -I _. • 3 Sheathing: 7/16'' min., OSB or CDX plywood. LOADS 4 C ' *,co ��F,M pF Sheathing Layout: Case 1 per IBC 2306.2.(1) Following are the loads used for the subject design/analysis: A`T• "°`t s,+Eae `""u •1 ' . ® `' Vic--° * Nailing: Use 8d at 6" edges, 12" field. s-rO Roof+ ceiling dead: 15 psf 0 Interior wall dead: 7 psf 'ps DM Kei+ s 51A ,�j II :o_ o * Blocking: Not required except at supports and at connections to shear walls below. Yam hl��la, �+ IO Roof snow: 25 psf 0 Seismic Factors: Ss= 1.154, S1= 0.41 _ _ _\ . r.,..\ a o°°1 _ © ® r„�; • 12 FD Floor Diaphragm O Floor dead: 15 sf O Seismic Des Category: D" 1 I p ry: " 1 Sheathing: With joists at 24" or 19.2" OC,use min., 24 oc rated, APA Sturd-I Floor; either 3/4" species O Deck dead: 10 psf. O Wind Exposure 'B'. 3-sec gust: 110 mph. ' O Exterior wall dead: 10 psf I group 1, or 7/8" species group 4. May be OSB or plywood. Good for 130 psf, TL @ L/360 deft. l way �, .�I * Sheathing: With joists at 16" OC, use min., 16 oc rated, APA Sturd-I-Floor, min., 19/32" thick. May be ., SINGLE PROJECT: lM o r�,13 11 rQu 12il ii /' OSB or plywood. Good for 245 psf TL @ L/360 deft. The calculations,drawings,notes, specifications, and/or tables prepared by CCI are valid only for the Oi ,. ,_ * Sheathing Layout: Case 1 per IBC 2306.2.1{1} • project indicated herein. These documents are not valid, are not applicable to, and shall not be used for any °�°n °F pp ? 7 OK✓ I=----; �,� o - Orient sheets continuous over two or more spans,with the long dimension across supports. other project at any other location. tLJ�,`Y * Nailing: Glue, and connect with Sd ring shank nails or#9 screws; at 6" edges, 12" field. COMPETENT CONSTRUCTION PERSONNEL/SAFETY: n�1Ai,DE. u� FIREPLACE OPTION * Blocking: not required except at supports (beams) and connections to shear walls below. Air• am`- r %� C `' 17 HD Alt 1 - Holdown- Embedded Strap Type. Only competent personnel familiar with construction and safety practices germane to the project shown 0.,, lI herein should be employed to assemble and construct the work. s1E0 * Min. Capacity: Good for 2185 lb uplift. _ - a f a +� r * Holdown: Use LSTHD8 for no rim joist condition. Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards. li -" - For rim Dist condition use LSTHDBRJ. Contractor assumes full responsibility as to construction methods used, safety provisions employed, and the ,I •rc�Au- oa J finished as-built condition of the structure and related systems. II 1 b o� * Nails: Use 16, 16d to full-height stud as follows. _ z 8 z,y * Stud: Use larger of: king stud as spec'd elsewhere; or choice of 2- 2x, 3x, or 4x. MATERIALS AND METHODS: r=m , 'I rl g tkS Alt Z - Holdown-Bolt Type Provide and install all materials in accordance with manufacturer's requirements and recommendations. It is '• ,s, 1 �,,, * Holdown: Use HDU2. the contractors responsibility to ensure all field personnel understand and adhere to this. . .- FxT A * Lags: Use 6 SDS 1/4 x 2.5 to full-height stud per above • CONVENTIONAL WOOD FRAMING: Typ.shear wall TOP 31i Anchor Bolt: If wet set; use 5/8" diameter SSTB 16, or 5/8" all-thread with nut and 3" washer on D2 connection-framing a --- - , �.:,. -_'.._ II fiooF General Construction: Predrill all nail holes.where required to avoid splitting. Connect all wood members perpendicular,NTS ua«'rq E'711r7. * embedded end. Min embedment= 12 . If too long to fit in footing,bend 90-degrees at bottom of footing, per the Plans and applicable building code. Where Structural Plans do not specifically address a structural z i� Arm _ maintain 3" cover at bottom of footing. element,construct said element per minimum building code. 111w5S ,n. tors ;3t.r�, , - If rotohammer, use 5/8" Titen HD or all thread & epoxy, with 6" min concrete embedment, centered in Framing Material. All sawn framing lumber, not including beams,posts, and columns,shall be Spruce Pine 2.AFTC12. TALL K � ° �� stern wall. Fir, Hem Fir, or Douglas Fir- Larch, Number 2 or better, unless otherwise shown. All sawn wood shall _ muss _�� Y o 1, 77 KS King Stud have moisture content less than 25%. -lc k xz.5 At sides of opening use min 2,king studs,continuous bottom plate to top plate. walls shall be a single member(not spliced nor discontinuous)from horizontal �°,L-7 H2�oe ,,, Aa rfz-� a - . 6 .-.4's Studs. Studs in exteriorg p cakr M1 lbws�s�� �� - Support header with trimmer(s)or concealed flange hanger per plan or Arch. Ai diaphragm to horizontal diaphragm (horizontal diaphragms are roofs and floors that connect to exterior B�r� AST• �" i°p-> 78 KS King Stud 5vwtiiS6pa0 RAT walls.) Use balloon framing at stairwells, openings in floor diaphragms, etc. Stud size,material, and ,, Spwc.16 o"/ _ - r At sides of opening use min 3, king studs continuous bottomplate to toplate. � ° * p gp • maximum length between diaphragms is shown in shear wall table. • Q,M 0 AFYE2 re. �`j . . t'. - Support header with trimmers) or concealed flange hanger per plan or Arch. Nails: Nails called out herein are"common"'sizes, i.e. 16d, 12d, lOd, 8d. Smaller diameter, similar length cow r a`K� ra' 7 • 80 L Ledger- Roof Diaphragm - - - rlooF EPtE nail gun nails may be substituted provided 50%more nails are used. For example if S, 16d are called out, 5HT1+I1-4,4 u}Irjcv - - Upper Level Walls and Upper ___ * Ledger Screws: [f connecting to rim or header, use SDS, or LedgerLOK at max 12" OC, staggered. [f • f the number of similar length ,131 diameter nail gun nails required is 8*1.5 = 12. As another example if 16d si°•Eo___ f Roof 1/8" = 1' • connecting to studs, use 2, SDS or LedgerLOK per stud. nails are called out at 4"spacing,the s acing of similar length, narrower nail gun nails shall be 4/1.5 =2.7''. s� - p U - Roof diaphragm is 11RD,typ. 3 - I - Length of SDS or LedgerLOK = full depth penetration into rim, or 2" min embedment into solid framing. Ar q2.5 T°r —= T�"t5 `_ K-r."� - Roof ledger to upper shear walls, w-3 Shear Walls: Walls called out as shear walls on the Plan shall be constructed per the Structural Shear Wall 5it�,s, o-ra� a,u �-r g pp � ' Min distance of connector to end of ledger or splice= 2". Min edge distance to top or bottom of ledger=2" ,Uqu.7E.Tt - Table herein using materials designated for lateral load resistance by nationally-approved manufacturers. �Dwcl5600 _ _ _ `°u1` 8`'a`� use 80L,typ. 3 All shear walls must be positively connected at top and bottom to diaphragms. Walls not specifically called - - - _ 1 �_ 4- * Ledger Connection to Wall' out,or fabled"NS"are not intended as shear walls and shall be built per minimum code. n f- _ p,:mai • -- -tl- �1 , • �•- I Rafters Perpendicular: Use 2x or LVL ledger, min height to match rafters. Apply ledger over wall R Iv, OR- Go,j7 3EgT�I�6 i Air K2.5 Sheathing."PW" walls, use plywood or OSB, minimum thickness and nailing as indicated in Shear Wall _ $� � Hoc c e.i sheathing. Use hangers to hang rafters on ledger. Table,oriented either direction. "GW" walls are drywall shear walls, use per Shear Wall Table. - € AL7 - Parallel Rafter or Truss Top Chvrrl. Ledger may be top chord of truss or last rafter or similar. Ledger to t SPr/CI�i6o0 Sheathing Joints. Use blocking behind joints if indicated in the Shear Wall Table. With "PW"and "GW" q�, i ' be placed over wall sheathing � .: � _ IRE.F.t walls, no sheathingjoints are allowed within 2-feet in anydirection of a door or window corner. ■art 5 4 y,ie4 H,,� Mono Truss Top Chord Perpendicular: Use continuous 2x blocking between trusses nailed through wall Multiple Ply Members. 5FtL1` I Ewa ? Arz • d' -` `- i sheathing with 16d @ 6" OC to solid wood backing (continuous rim, plate, ledger, or blocking.) I ?LAN L W Ti irrrrrler s, King Studs, Headers. Where more than one 2x is placed against another and used as a multiple 1 W - Mono Truss Bottom Char d Perpendicular: I �. Alternate I: Hang bottom chord with hanger mounted over wall sheathing to solid.wood backing (rim, ply king stud,trimmer,or header,connect all plies with 16d at 4"OC, staggered. o plate, ledger, or blocking.) Multiple Adjacent Openings. Where adjacent door or window openings occur in a wall, headers for each opening shall be individual members with full-height king studs between them. Each header shall use the Alternate 2: Use min., 2x4,1edger let in to truss bottom chord. Ledger to be placed over.wall sheathing and number of king studs specified below or in the Structural Callouts. o connected with ledger screws per above. King Studs. Unless otherwise shown on Plans use the following.These must be full-height,bottom plate to © * Roof Diaphragm: Connect roof diaphragm to ledger with 8d ring shank or screws at 3" OC. top plate, [E diaphragm to diaphragm. Structural Shear Wall Callouts - Copyright ConstructionCalc, Inc(CCI) * Opening less than 6' wide-use min., one king stud each end of header. • Typical Shear Wall Callout Symbol This symbol indicates a dedicated shear wall or panel, the type per callout below. • * Opening 6.1' wide to 9' wide-use min.,two king studs each end of header. ®� Walls without this symbol,or tabled"NS" are not dedicated shear walls- use code-standard construction. * Opening 9.1' wide to 16" wide, use min.,three king studs each end of header. 3.4 Min. length of shear panel,ft. Discontinuous Top Plate. Where wall top plates are cut,omitted,or otherwise discontinuous at a header, the If"W", construct entire Wall per this callout,with minimum individual panel lengths indicated on plan. end of the header shall be connected to the remaining top plate beyond with a horizontal CS 18 strap with Top of Conc. minimum l2'' length on the header and 12" length on the top plate beyond. Strap may be on top, inside, or wall to anchor outside of wall. Capa- Stud Nail Edge Sill Block- parallel Top of max Anchor Bolts. city, Nails Stud Stud mat'l /Field Top plate& ing at framing wall to spc'g, wind/ Sheath- or height, spac'g, Stud (see spac'g @ : Top plate studs unsup- or rim or perpen- Bottom Mud sill w/4" Shear wall anchor bolts connecting mud sills, use 5/8"diameter x 8" min embedment at the spacing shown Call- seis, ing, Sides of screws, max., max., size, std st'I Stud Plate, splice, w/edge ported rim dicular plate to anchor to min in the Plans but never greater than 60''OC and within 12"of ends and corners,with 3•' x 3"x .229''steel out Eh,plf min. wall size ft. in. min. specs) spac'g„in. min. min. nail'g edges blk'g. framing. framing. concrete embed washers, wrench tight. Wet set anchor bolts shall have a hook or head on the embedded end. Rotohammered anchor bolts at the same spacing may be used in lieu of wet set-see specifications in Detail Detail Detail previous section. An alternate to wet-set anchor bolts and washers may be Simpson MASA or MASAP at ( Dl) ( D2) ( D3) . the same spacing specified for wet set anchor bolts. • ` PRE-FABRICATED FRAMING CONNECTORS: Can't 5/8" bolt one, 2x4 or 6/6@j24 sheathing Con't Manufacturer: Simpson brand is specified, however anyother nationallyrecognized brand maybe used7/16" 10 24 Sawn Cont' or 5/8" p p g either 2x6 6/12L>,l6 +blkg,or sheathing Tim K. Garrison, P.E. 2316 Antone Way I provided that they are equivalent in their ability to carry all applied loads in all orientations. 48" lap sheathing Titen HD, S of 1 168/ OSB or side, H2.5,or or 16d L Professional Engineer Anacortes,WA 98221 1 PW 8d 2 2x w/ 10- 2x NA or A34 or w/3 72 g� Installation: The Contractor shall install all prefabricated items in strict accordance'aitli.the manufacturer's 120 plywo apply 16d LTP4 at ad direct! SDWC- 6" or wshr. Or (360) 708 1865 Time@TimKGarrison.com 15600, 4.5" SOS • recommendations and requirements. The load carrying capacity of the prefabricated item cannot be y 14 16 2x6 Sawn 6/12[�?l6 36" max. MASA or Lateral Plans and Specs guaranteed if this provision is not adhered to. Nails and screws which will be exposed to weather shall be to studs .24" @ 12"• MASAP galvanized or stainless steel. If installation risks cracking of wood, contact engineer for alternate nailing and max .. . Structural Lateral Analysis: New Home at 4317 GARS I or alternate connector. r+.ts �jJO Con't Cherry Court, Lot 4, Anacortes, WA � 4,�f sht'g ors. �. , Simpson SDS Wood Screws. Where specified, install per manufacturer's.recommendations. In general 490/ l hd ci)3" jk these do not need pilot holes. However, if wood is old and or very dry pilot holes may be required to avoid 2PW (same) (same) (same) (same) 16 (same) (same) 4/12(406 (same) : (same) : (same) 2x (same) (same) (same) 36 , *' splitting. Use length as specified in Plans but never less than required to ensure full strength. 350 or 4.5' ./' , SDS(c� Client: LG Anacortes LLC 1� ' ► ,� x r Al Simpson SD Wood Screws. With most Simpson connectors,Contractor may use SD9 in lieu of 10d nails, 9" ' ' Sl't and I or SD 10 in lieu of 16d nails. These areprovided in 1-1/2"and 2-1/2" lengths. Use the length Building Design: Jack Reinstra g 5d for Job Number: T21010a1* necessary for full penetration into the member(s)connected. 200/ 1/2 or 4/4�d�24 4.5 SDS 5GW 200 5/8" gyp both 1/2"; 6d 10 24 2x4 (same) 7/7L•116 . (same) (same) (same) NA (same) (same) ii)9„ (same) 72 Date: February 1 1, 2421 ��A t air a qr for 5/8"