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Plan 2386 GR Elev BDESIGNER BROBST DESIGN WORKS CONTACT: DAN BROBST 206.409.6690 don@brobstdesignworks.com STRUCTURAL ENGINEER RB ENGINEERS, INC. 1312 2nd Street, Kirkland, WA 98033 Tel: (425) 822-3009, Fax: (425) 822-2679 Email: RBE1992@ GMAIL.COM CENTURY COMMUNITIES 16108 ASH WAY SUITE 201 LYNWOOD WA 98087 PLAN 2386 ELEVATION B 2018 CODE - GARAGE RIGHT MOUNTAIN VIEW MEADOWS - YELM, WA PLAN DESCRIPTION FLOOR AREA: SHEET MAIN LEVEL: 963S ' F. UPPER LEVEL: 1423 S.F. TOTAL: 2386 S.F. GARAGE: 423 S.F. FRONT PORCH: 96 S.F. REAR STOOP: 16 S.F. OPT. COVERED PATIO: 100 S.F. SINGLE FAMILY RESIDENCE WOOD FRAME STRUCTURE STEM WALL /CRAWL SPACE FOUNDATION DETACHED RESIDENCE WITH ATTACHED 2 CAR GARAGE BUILDING CODE / ENERGY COMPLIANCE 2018 INTERNATIONAL RESIDENTIAL CODE 2018 INTERNATIONAL BUILDING CODE 2018 INTERNATIONAL MECHANICAL CODE 2018 WASHINGTON STATE ENERGY 2018 UNIFORM PLUMBING CODE + WA. STATE AMMENDMENTS ISSUE 11.16.2021 - ORIGINAL ISSUE ENERGY CREDITS SEE PAGE N1 & N1.1 FOR ENERGY COMPLIANCE BUILDING TYPE & CLASSIFICATION BUILDING TYPE: V -B BUILDING CLASSIFICATION: R3/U SHEET INDEX I CURRENT DATE COVER SHEET PLAN INFORMATION 11.16.2021 SHEET Al FOUNDATION /MAIN FLOOR FRAMING PLAN 11.16.2021 UPPER FLOOR FRAMING PLAN 00 M SHEET A2 FLOOR PLANS 11.16.2021 SHEET A3.1 ROOF FRAMING PLANS 11.16.2021 SHEET A5 ELEVATIONS 11.16.2021 SHEET A7 SECTION 1 11.16.2021 206.409.6690 dan@brobstdesignworks.com I Q Lu c� 0 ID Q W Lu z z 0 •• z 0 Lu Lu SHEET N1 SHEET N1.1 SHEET N2 ENERGY V.I.A.Q & NOTE SHEET ENERGY COMPLIANCE FORMS GENERAL NOTE PAGE 11.16.2021 11.16.2021 11.16.2021 REVISED SCALE 11.6.2021 DATE PLAN 2386 COMPUTER FILE NAME COVER. B SHEET NUMBER I,,- 00 0 00 M O O SHEET E1 STANDARD ELECTRICAL PLANS 11.16.2021 — W z J SHEET M1 DUCTWORK PLAN 11.16.2021 — w SHEET AD1 ARCHITECTURAL DETAILS 11.16.2021 W u c/) U Q cn Q SHEET S1 RB ENGINEERS STRUCTURAL DETAILS 11.16.2021 °° 0 SHEET S2 RB ENGINEERS STRUCTURAL DETAILS 11.16.2021 SHEET S3 RB ENGINEERS STRUCTURAL NOTES 11.16.2021 SHEET N1 SHEET N1.1 SHEET N2 ENERGY V.I.A.Q & NOTE SHEET ENERGY COMPLIANCE FORMS GENERAL NOTE PAGE 11.16.2021 11.16.2021 11.16.2021 REVISED SCALE 11.6.2021 DATE PLAN 2386 COMPUTER FILE NAME COVER. B SHEET NUMBER o) 0 4- o \ PL 117 STEP STEM WALL PT 44 ABOVE - W/ ABU44, TYP. 4" CONC. SLAB ON GRADE W/ FIBERMESH REINFORCEMENT 0/ 2" GRAVEL BASE 0/ COMPACTED GRADE SLOPE AWAY 1/4- / FT 35'-0" 11'-7 3/4"® 3 8'-8 1/2 L0 3 14'-7 3/4" 4" CONC. SLAB LC W/ FIBERMESH REINF. LC 0/ 2" GRAVEL BASE 0/ COMPACTED GRADE SLOPE AWAY 1/4" / FT 13'-0" 6'-0' 16'-0" 00 A -q- mv) TYP rnc~n -.4- A o S1 Al -JOo o S1 0 V) V) V. �N Ll S' �� V) V) N uUS210 TYP. 6 It�IIL BLACK OLYIIVAP91? BA�RIER ITHRQ0GHQ0TLU a DDBL. III PLh L I 2„ o I ITYP. I I� V — 1 2_ 1 _ F1 2x1 Ilo DF f J011ISTS II@ 1 l�In O.C. 2,4„ 2,_g„ 2,_ „ 2,_8' 2 2 4 4 12'-211I 214' 34' H H"U21 TTY_4 Y .PL PL L 4B 2 24 4 24 4 1 � �r�LII —1 �4 4L1111� II Al Li 3r SIM s I S ryo� , 4, „ SAM YP 7P. S' CONTROL JOINTS PL AS SHOWN PLS PL 4-6„ PL '` tk 0L 4" CONC. SLAB ON GRADE W/ FIBERMESH REINFORCEMENT 0/ 2" GRAVEL BASE 0/ 6 MIL POLY. V.B. 0/ COMPACTED GRADE SLOPE TOWARD DOOR ��K�7►1��I�lll►[e7 REFERENCE DETAILR IN CASE OF MISPLACED S2 HOLD-DOWN, TYP. HTT5 MAY BE USED IN LIEU OF STHD14 PL 4 e U to ,I TYP 3s -o X FOUNDATION / MAIN LEVEL FLOOR FRAMING PLAN VENTILATION: R408.2 WITH WA. STATE AMMENDMENT PROVIDE 1 SQFT. VENTILATION PER 300 SQFT, UNDER FLOOR AREA 963 SQFT UNDERFLOOR AREA / 300 = 3.21 SQFT. VENTILATION REQUIRED 3.21 SQ FT VENTING REQUIRED / .50 SQ FT PER VENT = 6.42 TOTAL NUMBER OF 16"x8" PLASTIC VENTS REQUIRED PROVIDE A MINIMUM OF (7) 16"x8" FND VENTS (NET VENTING AREA = 73 SQ IN OR .50 SOM 0 N f9 POINT LOAD NOTE: "PL" DESIGNATES POINT LOAD FROM ABOVE ON THE FOUNDATION PLAN. PROVIDE SOLID BLOCKING UNDER ALL LOCATIONS AND NO VENTS ARE ALLOWED BELOW PL FOOTING SCHEDULE: F_ -1 1'- 6"x1'- 6"x8" DEEP Ll e FOOTING -I (3)#4 EACH WAY, TYP. O J 2' -0"x2' -0"x8" DEEP ®� CONC. FOOTING W/ 24 (3)#4 EACH WAY, TYP. F2' -6"x2' -6"x8" DEEP ® CONC. FOOTING W/ 30 (4)#4 EACH WAY, TYP. F_ –1 3' -0"x3' -0"x12" DEEP u- Q � ® Z CONC. FOOTING W/ SIM (5)#4 EACH WAY, TYP. F —14' U -0"x4' -0"x12" DEEP ® CONC. FOOTING W/ 4-6„ PL '` tk 0L 4" CONC. SLAB ON GRADE W/ FIBERMESH REINFORCEMENT 0/ 2" GRAVEL BASE 0/ 6 MIL POLY. V.B. 0/ COMPACTED GRADE SLOPE TOWARD DOOR ��K�7►1��I�lll►[e7 REFERENCE DETAILR IN CASE OF MISPLACED S2 HOLD-DOWN, TYP. HTT5 MAY BE USED IN LIEU OF STHD14 PL 4 e U to ,I TYP 3s -o X FOUNDATION / MAIN LEVEL FLOOR FRAMING PLAN VENTILATION: R408.2 WITH WA. STATE AMMENDMENT PROVIDE 1 SQFT. VENTILATION PER 300 SQFT, UNDER FLOOR AREA 963 SQFT UNDERFLOOR AREA / 300 = 3.21 SQFT. VENTILATION REQUIRED 3.21 SQ FT VENTING REQUIRED / .50 SQ FT PER VENT = 6.42 TOTAL NUMBER OF 16"x8" PLASTIC VENTS REQUIRED PROVIDE A MINIMUM OF (7) 16"x8" FND VENTS (NET VENTING AREA = 73 SQ IN OR .50 SOM 0 N f9 POINT LOAD NOTE: "PL" DESIGNATES POINT LOAD FROM ABOVE ON THE FOUNDATION PLAN. PROVIDE SOLID BLOCKING UNDER ALL LOCATIONS AND NO VENTS ARE ALLOWED BELOW PL FOOTING SCHEDULE: F_ -1 1'- 6"x1'- 6"x8" DEEP Ll e FOOTING -I (3)#4 EACH WAY, TYP. O J 2' -0"x2' -0"x8" DEEP ®� CONC. FOOTING W/ 24 (3)#4 EACH WAY, TYP. F2' -6"x2' -6"x8" DEEP ® CONC. FOOTING W/ 30 (4)#4 EACH WAY, TYP. F_ –1 3' -0"x3' -0"x12" DEEP u- Q � ® Z CONC. FOOTING W/ L36 (5)#4 EACH WAY, TYP. F —14' U -0"x4' -0"x12" DEEP ® CONC. FOOTING W/ —1(7)#4 EACH WAY, TYP. o o S1 S1 S1 0 0 co co co co co co V V V V TYP V V 0 o S1 410 DF#2 3:: 3:: 3-1/20 GL 3-1/20 GL 71F — II \ III 26 @ 16" O.C. EXTERIOR II WALLS TYP. U.N.O LL I (3)2x6 I(WITH F. I � PL ABOVE Ll V) L AB E I II ELEV. B&C EV. C I DESIGN GIRDER TRUSS (4)2x6 0l I (42x6 (W OUT FLP.) i I TO SPAN F.P. OPENING �I I I I (3)2x6 ( ITH F.:)) I J 18" bIEEP OPEN WEH FLOORI TRUSSES (cp $41' 0 CI I FIF II to U I:: :1 PL A VE ELEV. &C (4)2 161 cp U ROVID CHAS WAY FOR HVA DUCTNG S1 S� SIM 10 DF#2 TYP �1I GIRDER TRUSSBEARING WALL N I I H )2x6 4 (3)2x4 S1 M UIQ O (3)2x6 S1 0 BEARI WALL Aj Ll I BEARING WALL II II II 11 II III II I 1111 VIII II II II II II II 11 J II L J III II II S1 �IIL--iL 11 II I � 11�I II II II II L ABOVE LII I o EV.C w (4) x6 uj uj z i Z IIS wl l l o I II I I� II o 11 � w C) V o 1_:]_EODF 2Of 0 II11 II II- II II II I I Q N 4_I O L ABOU L ABOV Z � (4)2x6 l i l LEV. B IIA I Z 410 DF#2 GIRDER TRUSS — — 54 /2xj�IUl L WIDT 1 W- of+/- LLJ I 4)2x64)2x �_ S1 `� `o DL I Z5 D TYP V V S1 K P1 6, SIM V 1-3/4x18 LSL CONT. RI o SIM S1 S1 SIM S1 S1 2 S1 V V V TYP V P P P P S1 S1 S1 S1 SIM SIM SIM SIM UPPER LEVEL FLOOR FRAMING PLAN PLUMBER NOTE: PROVIDE A MINIMUM OF 2" CLEARANCE AT ALL PLUMBING DRAINS FROM THE EDGE OF FLOOR TRUSSES, TYP. CONCEALED SPACE NOTE: PROVIDE DRAFT STOPPING ® CONCEALED FLOOR SPACES IN EXCESS OF 1000 S.F. R502.12 IRC FLOOR IS 1000 S.F. - THUS NOT REQUIRED EXPIRES 2/1/2022 dan@brobstdesignworks.com 206.409.6690 cn 1 _ �-- 3;: cn 00 m �M O J WQ C� C� w C-0 clO �4m u—�n V cn Q Cy o2S Z �wZ Z O� W J� 0 u- Q � U Q 00 � Z �Z �O O 1 N� O LL. LL. C U REVISED 1/411= 1 1- 011 SCALE 11.16.2021 DATE 2386 COMPUTER FILE NAME Al SHEET NUMBER ti 00 0 00 m clO � Z N J C=) N z W t= W u C/) U � U) Q 00 O qqr- c� REVISED 1/411= 1 1- 011 SCALE 11.16.2021 DATE 2386 COMPUTER FILE NAME Al SHEET NUMBER 35'-0" ALLTES FANSMIUST NTMTOXTHESOUTS DE UNO SAFTEY GLASS NOTE: (SG) DENOTES SAFETY TEMPERED GLASS O1 10v DENOTES SMOKE DETECTOR LOCATION ALL SMOKE DETECTORS TO BE 11 OV. INTERCONNECTED WITH BATTERY BACK-UP BUNDLED STUD NOTE: SEE FLOOR FRAMING FOR BUNDLED STUD / POST LOCATIONS CO CARBON MONOXIDE DETECTOR TO BE 110v WITH BATTERY BACK-UP TYPICAL DETAILS NOTE: REFERENCE DETAIL XX PAGE S2 FOR TYPICAL CORNER FRAMING SHEAR WALL NOTE: REFERENCE DETAIL ZZ PAGE S2 FOR TYPICAL OPENING FRAMING sw-x I ENERGY & BUILDING LEAKAGE 1 TESTING NOTES: REPRESENTS SHEAR -WALL LOCATION AND TYPE. SEE PAGE N1 FOR COMPLETE INFORMATION REFERENCE PAGE S1 FOR SHEAR -WALL SCHEDULE FRAMING & ROUGH OPENING NOTES: -EXTERIOR HINGED DOORS (VERIFY W/ CONTRACTOR) FURR BOTTOM WITH 3-1/2" x WIDTH x 7/16" OSB SINGLE DOOR : WIDTH + 2" x 83" DOUBLE DOOR SET : WIDTH + 3" x 83" -INTERIOR HINGED DOORS SINGLE DOOR : WIDTH + 2" x 82-1/2" DBL. DOOR SET: WIDTH + 2" x 82-1/2" -BYPASS DOORS: WIDTH - 1" x 83" -SLIDING GLASS DOOR: WIDTH + 0" x 82-1/2" PLACE NERVASTROL PLASTIC UNDER DOOR WITH CAULKING UNDER AND OVER NERVASTROL. -ALL 8-0 DOORS (FRONT DOOR & FRENCH): WIDTH + 2" x 99" PROVIDE 2x BLOCKING AT THE FOLLOWING LOCATIONS: HANDRAIL BACKING ® 32" CENTERLINE TOWEL BAR BACKING 0 48" CENTERLINE TOWEL RING BACKING 0 60" TOILET PAPER BACKING ® 25" N 0 Lo N N _ r 0Ln ALTERNATE KITCHEN 5-0x4-0 XO — — SW -4 SW -4 OPT. GUEST SUITE FLOOR AREA: 11'-0" 10'-0" 14'-0" MAIN LEVEL: 963 S.F. UPPER LEVEL: 1423 S.F. TOTAL: 2386 S.F. —— — — — — — — — — — --- 423 S.F. FRONT PORCH: 96 S.F. REAR STOOP: OPT. COVERED PATIO OPT. OPT. COVERED PATIO: 100 S.F. 4'-7" 8 -0 8 -0 111-0 8 -0 o I EMERGENCY EGRESS PER NOTE #40 PAGE N2 1 HIGH EEEiciENT Hvac 3.5: o AIR SOURCED HEAT PUMP 0 III 2'-7" I I MIN. HSPS OF 11.0 0 ENERGY CREDIT - 1.5 2'-611 WALK-IN STEP I I HEAT CLOSET STOOP I PUMP HB SW -4 SW -4 SW I -4 SW -4 o 4-0x5 0 XO _ _ STEP 6 -04 -LO XO 6-06-10 SGD (SG) IN 0 I �I - I II 00 j I 2-4 PRIMARY BEDROOM CLIL2 DINING GREAT ROOMFF KITCHEN 8' CEILING, TYP. OPT. 2x4 WALL BELOW I 34-1/2" HIGH R o AD1 in o OPTIONAL �o 3 T DIRECT VENT ALL WALLS I — --- ROLJ O ; Q m m Ld =o V z of _Q c� zzo o� J - mLdZ N >- C) O W N W W J om O V C) PT� z PT 4x4 POS1 WACE4 4. ENC a PT 44 POST W/ ACE4, TYP. STRU U GABLE END TRU3S 3 SIM F C14 IN S1 c o cr_ o I RJ I� HUC410 HUC41 i F (2)2x6 (2)2x6 it SIM alivi LOWER ROOF FRAMING PLAN Q m V) V) J Q U W 2 z Ln Zo Y O uj C) _jm J X Q N m J LZ O N W W 2 > > w � C) 0- z ATTIC VENTILATION: UPPER ROOF: 00 MINIMUM ATTIC VENTILATION SHALL BE 1/300 OF THE ATTIC PLAN AREA. 1448.0 SQ. FT ATTIC AREA / 300 = 4.84 SQFT. VENT'G REQ'D 1HOUR- TESTED IN ACCORDANCE WITH ASTME 119 OR UL 263 WITH EXPOSURE FROM BOTH SIDES UPPER VENTING SHALL BE PROVIDED BY 2.42 SQFT. OF VENT'G TO BE PROVIDED ABOVE THE HALF -WAY POINT AND NOT FIRE -RESISTANCE RATED AF -50 ROOF JACKS LOCATED ABOVE THE MIDPOINT OF THE ROOF 2.42 SQFT. OF VENT'G TO BE PROVIDED BELOW THE HALF -WAY POINT. WITHIN 3'-0" OF THE RIDGE LINE UPPER VENTING: < 2 FEET EACH JACK VENT PROVIDES .34 SF OF VENTING PER JACK 2.42 SQ. FT. / .34 PER VENT = 7.12 PROVIDE (8) ROOF JACKS 1 HOUR ON THE UNDERSIDE °' b LOWER VENTING SHALL BE PROVIDED BY LOWER VENTING: NOT FIRE -RESISTANCE RATED LOWER VENTING SHALL BE EAVE VENT BLOCKS W/ (4) 2" DIA SCREENED HOLES NO EAVE VENTS ALLOWED AND / OR AF -50 ROOF JACKS LOCATED AS SHOWN 2.42 SQ. FT. / .34 PER VENT = 7.12 PROVIDE (8) ROOF JACKS < 3 FEET EACH JACK VENT PROVIDES .34 SF OF VENTING PER JACK 25% MAXIMUM OF WALL AREA 0 HOURS MAINTAIN 1" CLEAR AIR -SPACE ABOVE INSULATION AT EAVES LOW ENTRY PORCH ROOF: REAR PATIO LOW ROOF: PROVIDE ROOF JACKS FOR SUPLIMENTAL VENTILATION AS REQ'D BY CALCS. Low PENETRATIONS MFIP. TRUSSES 71.0 SQ. FT ATTIC AREA / 300 = .24 SQFT. VENT'G REQ'D 100.0 SQ. FT ATTIC AREA / 300 = .35 SQFT. VENT'G REQ'D PROVIDING A NET VENT AREA OF 7.068 SQIN. =0.0492 SQ FT C� 24" 0C. 11 .12 SQFT. OF VENT'G TO BE PROVIDED ABOVE THE HALF -WAY POINT AND .18 SQFT. OF VENT'G TO BE PROVIDED ABOVE THE HALF -WAY POINT AND .12 SQFT. OF VENT'G TO BE PROVIDED BELOW THE HALF -WAY POINT. .18 SQFT. OF VENT'G TO BE PROVIDED BELOW THE HALF -WAY POINT. NOTE: IF FOR ANY REASON THE HOUSE IS PLACED 5'-0" OR CLOSER TO THE UPPER VENTING: UPPER VENTING: PROPERTY LINE, EAVE VENTS ARE PROHIBITED AND ARE TO BE SUBSTITUTED .12 SQ. FT. / .34 PER VENT = .35 PROVIDE (1) ROOF JACKS .18 SQ. FT. / .34 PER VENT = .53 : PROVIDE (1) ROOF JACKS ROOF JACKS PLACED BELOW THE HALF WAY POINT. BAYS TO BE FILLED WITH TIGHT FITTING, 2x BLOCKING. LOWER VENTING: LOWER VENTING: �/l EAVE .12 SQ. FT. / .34 PER VENT = .35 PROVIDE (1) ROOF JACKS .18 SQ. FT. / .049 PER VENT = 3.67 : PROVIDE (4) EAVE VENTS RJ DENOTES ROOF JACK LOCATION -ROOF COVERING SHALL BE ANCHORED AND DESIGNED FOR HIGH WIND CJ AND DRIFTING SNOW. 4x10 DF#2 H S1 TYP INSULATION NOTE: FILL TRUSS CAVITY AS MUCH AS POSSIBLE AT PINCHED AREAS OF TRUSSES MAINTINING A 1" MINIMUM AIR SPACE ABOVE WITH BAFFLES & ADD ADDITIONAL INSULATION IN AREAS WITH MORE SPACE AVAILABLE TO COMPENSATE FOR THE LESSER AREAS, TYP. BOTH AT SCISSOR AND STANDARD TRUSSES. CONT. METAL GUTTER, TYP. 2x6 ® 16" O.C. EXTERIOR WALLS TYP. U.N.O TYP 48 F#2 48 1 F#2 I RJ II II II II II II II II RJ II II LOW LOW MF TRU SES 24" 91C. X N X6 -24 (2)H2.50 ((2)H2.�� RJ GIRDER TRUSS HIP MASTER RJ LOW LOW x °c0.�-INTERIOR WALL TYP. .0. EXCEPT AT STAIRWELL TO BE 2x4 @ 16" O.C. ROVIDE STC CLIP CONNECTION AT TOP PLATE OF ALL NON-BEARINGALLS ER MFR TO BOTTOM CHORD OF TRUSS. INS LL RJ RJ P.'S INSTRUCTIONS, TYP. oc RJ14f 000RJ 0 RJ RJ RJ �ATTI RJ ❑ RJ LOW �-ACCM ❑ ❑ LOW APPROVED SAFTEY ANCH w =D o of LH N a 00 x UPPER ROOF FRAMING PLAN TYP. OVERFRAME NOTE: PROVIDE 2x6 HF#2 ® 24" O.C. RAFTER & RIDGE BRACE TO TRUSSES BELOW W/ 2x4 BRACE © 48" O.C. EACH WAY, EACH MEMBER, TYP. ALL CONNECTIONS PER MINIMUM NAILING REQUIREMENTS OF IBC TABLE 2304.10.1 ALL END MEMBERS SHALL BE SCREWED TO FRAMING BELOW W/ 1/4"x4-1/2" SDS SCREWS @ 12" O.C. PROVIDE CONT. ROOF SHEATHING UNDER OVERFRAME PROVIDE VENTILATION ACCESS OPENINGS TABLE R03.2.1(1) EXTERIOR WALLS H S1 TYP (2)2x6 HF#2 HDR. TYP UNO PER (4)2x6 - (2)H2.5 (1)HGA10 EXTERIOR WALL ELEMENT FIRE -RESISTANCE RATING 00 WALLS FIRE -RESISTANCE RATED 1HOUR- TESTED IN ACCORDANCE WITH ASTME 119 OR UL 263 WITH EXPOSURE FROM BOTH SIDES < 5 FEET NOT FIRE -RESISTANCE RATED 0 HOURS > OR = 5 FEET NOT ALLOWED N/A < 2 FEET /-(2)H2.5 1 HOUR ON THE UNDERSIDE °' b > OR = 2 FEET TO < 5 FEET NOT FIRE -RESISTANCE RATED 0 HOURS > OR = 5 FEET GIRDER TRUSS HIP MASTER RJ < 3 FEET OPENING IN WALLS 25% MAXIMUM OF WALL AREA 0 HOURS Low UNLIMITED 0 HOURS Low PENETRATIONS MFIP. TRUSSES COMPLY WITH SECTION R302.4 NONE REQUIRED < 3 FEET 3 FEET C� 24" 0C. 11 V) �/l EAVE ll ENTS ALLOWED THIS WALIL LINE II 11 CJ 4x10 DF#2 0 5:12 F CONT. METAL GUTTER, TYP. � S1 TYP TYP 81 4x8 )Fh2 GABLE END TRUSS (4)2x6 (2)H2. T s2 (1)HGA10 TYP UPPER ROOF FRAMING PLAN TYP. OVERFRAME NOTE: PROVIDE 2x6 HF#2 ® 24" O.C. RAFTER & RIDGE BRACE TO TRUSSES BELOW W/ 2x4 BRACE © 48" O.C. EACH WAY, EACH MEMBER, TYP. ALL CONNECTIONS PER MINIMUM NAILING REQUIREMENTS OF IBC TABLE 2304.10.1 ALL END MEMBERS SHALL BE SCREWED TO FRAMING BELOW W/ 1/4"x4-1/2" SDS SCREWS @ 12" O.C. PROVIDE CONT. ROOF SHEATHING UNDER OVERFRAME PROVIDE VENTILATION ACCESS OPENINGS TABLE R03.2.1(1) EXTERIOR WALLS H S1 TYP (2)2x6 HF#2 HDR. TYP UNO PER (4)2x6 - (2)H2.5 (1)HGA10 EXTERIOR WALL ELEMENT FIRE -RESISTANCE RATING SEPARATION DISTANCE WALLS FIRE -RESISTANCE RATED 1HOUR- TESTED IN ACCORDANCE WITH ASTME 119 OR UL 263 WITH EXPOSURE FROM BOTH SIDES < 5 FEET NOT FIRE -RESISTANCE RATED 0 HOURS > OR = 5 FEET NOT ALLOWED N/A < 2 FEET PROJECTIONS FIRE -RESISTANCE RATED 1 HOUR ON THE UNDERSIDE °' b > OR = 2 FEET TO < 5 FEET NOT FIRE -RESISTANCE RATED 0 HOURS > OR = 5 FEET NOT ALLOWED N/A < 3 FEET OPENING IN WALLS 25% MAXIMUM OF WALL AREA 0 HOURS 3 FEET UNLIMITED 0 HOURS 5 FEET PENETRATIONS ALL COMPLY WITH SECTION R302.4 NONE REQUIRED < 3 FEET 3 FEET N/A = NOT APPLICABLE. a. ROOF EAVE FIRE -RESISTANCE RATING SHALL BE PERMITTED TO BE REDUCED TO 0 HOURS ON THE UNDERSIDE OF THE EAVE IF FIREBLOCKING IS PROVIDED FROM TEH WALL TOP PLATE TO THE UNDERSIDE OF THE ROOF SHEATHING. B. ROOF EAVE FIRE -RESISTANCE RATING SHALL BE PERMITTED TO BE REDUCED TO 0 HOURS ON THE UNDERSIDE OF THE EAVE PROVIDED THAT GABLE VENT OPENINGS ARE NOT INSTALLED. o 24149IST o� S ANAL EXPIRES 2/1/2022 1) K Ous DST D W2KKS No dan@brobstdesignworks.com 206.409.6690 U) O O Q W Ur w Co W M Q�N z Lu J Q Oz � fro U Q U. °O z LL r O N O O ti co 0 00 clO O Awl N J o N W �IME Z O = Wu c/) U U) co 0 qqr- c� r REVISED 1/411= 1 011 SCALE 11.16.2021 DATE 2386 COMPUTER FILE NAME A31 1 SHEET NUMBER RIGHT SIDE ELEVATION LEFT SIDE ELEVATION 2x8 BARGE BOARD W/ GALV. EDGE FLASHING 91:1=y29Q1�03ki1el4��1:11►[e7 5/48 BAND W/ 'T FLASHING TYP. BAND TRIM COMPOSITION SHINGLE ROOFING PROVIDE 'T FLASHING AT ALL HEAD TRIM LOCATIONS 5/44 WINDOW TRIM, TYP. 5/44 CORNER BOARDS, TYP. FIBER CEMENT SIDING 8" EXPOSURE +/- PER MFR. CONT. METAL GUTTERS DOWNSPOUTS PER ROOF PLAN (2x6 FASCIA FRONT ELEVATION; SLOPE FINISHED GRADE AWAY FROM HOUSE 1/4" / FT. 5/4 WOOD WRAP POST 5/44 TOP TRIM & 5/4x6 CEDAR BASE TRIM HOLD UP 1/4" ABOVE CONC., CAULK W/ BACKER ROD 5/46 GARAGE TRIM, TYP. FRONT ELEVATION B REAR ELEVATION dan@brobstdesignworks.com 206.409.6690 U) =(D 0c) Q r1P1 Lu O W C-0 Z Qo0 0 O W Q� 0-1 — ~ Z Q Lu J MZm W 00< J v- W oo = N � O co 0 00 Q cl O �un 3;: �z N J O N W z �� H W u cry Q U � U) Q 00 0 qlr- REVISED 1/411=11-011 SCALE 11.6.2021 VMN 2386 1535 COMPUTER FILE NAME A5 SHEET NUMBER Ll LLI REAR ELEVATION dan@brobstdesignworks.com 206.409.6690 U) =(D 0c) Q r1P1 Lu O W C-0 Z Qo0 0 O W Q� 0-1 — ~ Z Q Lu J MZm W 00< J v- W oo = N � O co 0 00 Q cl O �un 3;: �z N J O N W z �� H W u cry Q U � U) Q 00 0 qlr- REVISED 1/411=11-011 SCALE 11.6.2021 VMN 2386 1535 COMPUTER FILE NAME A5 SHEET NUMBER ROOF CONSTRUCTION COMPOSITION ROOF ON 30# FELT o/ 7/16" OSB o/ 2X RAFTERS OR PRE -MANUFACTURED TRUSSES o/ 1/2" G.W.B. CEILING PREMANUFACTURED ROOF TRUSSES PER PLAN M,Rl1►6011FK41► 1/2 G.W.B. ® INTERIOR WALLS & CEILINGS R-21 INSULATION, TYP. ALL EXTERIOR WALLS 18" MANUFACTURED OPEN WEB FLOOR TRUSSES ►�IIII►�illllll►f•'111�Lt\��i1w11o►{•`] 5/8" TYPE "X" DRYWALL OP ALL WALLS, POSTS, BEAMS & CEILING IN GARAGE, TYP 3/4" T&G PLWYOOD, GLUE & NAIL R-30 INSULATION MAIN FLOOR & UNDERSIDE OF UPPER FLOOR 0 GARAGE 2x FLOOR SYSTEM PER PLAN 4" PERF. DRAIN PIPE W/ FREE DRAINING MATERIAL FILTER FABRIC COVEF CONNECT TO STORM SYSTEM 6 MIL BLACK POLY VAPOR BARRIER EXTERIOR WALL CONSTRUCTION SIDING o/ 7 1/2# FELT OR BREATHABLE HOUSE -WRAP o/ 7/16 OSB o/ 2x6 STUDS PER PLAN R=21.0 INSULATION w/ V.B. o/ 1/2" G.W.B. FLOOR CONSTRUCTION FINISH FLOOR o/ 22/32" T & G OSB o/ JOISTS / TRUSSES PER PLAN o/ R=30 INSULATION ABOVE NON -HEATED AREAS STAIR CONSTRUCTION 2x12 STRINGERS 1-1/8" ENGINEERED WOOD TREADS 1/2" GWB @ USEABLE SPACE UNDER STAIRS FIREBLOCK BETWEEN STUDS ALONG RUN AND ® MID POINT BETWEEN STRINGERS SECTION AA RIDGE TOP OF PLATE 00 h 0 .N dan@brobstdesignworks.com 206.409.6690 U) z iu Q O CD w C-0 g�oo Q M �> Q�N w �w 7 w Lu C)zJ z C:) O UQ F_ ao z U T ---w N c/) O C ti 00 O 00 Q cl O O z N J O N W H W u cry Q U U) a co 0 qqr- REVISED 1/411=11-011 SCALE 11.16.2021 DATE PLAN 2386 COMPUTER FILE NAME VERIFY POWER NEEDS FOR VENT HOOD F----------- - I OPT. COVERED PATIO HIGH EFFICIENT HVAC 3.5: - - URCED HEAT PUMP SPF OF 11.0 Y CREDIT = 1.5 MAIN LEVEL ELEC. PLAN ENT PLACE. INSTALL E & MFR. SPECS. /- BTU ELECTRICAL OUTLETS: ALL OUTLETS TO BE PLACED PER CODE AND IN AREAS AS REQUESTED BY CONTRACTOR DENOTES MIN. 50 CFM EXHAUST FAN., UNO ALL FANS MUST VENT TO THE OUTSIDE 0110v DENOTES SMOKE DETECTOR LOCATION ALL SMOKE DETECTORS TO BE 11OV. INTERCONNECTED WITH BATTERY BACK-UP LOCATED NOT LESS THAN 3' FROM ANY BATHROOM CONTAINING A BATHTUB OR SHOWER ©0 CARBON MONOXIDE DETECTOR TO BE 11Ov WITH BATTERY BACK-UP ALTERNATE KITCHEN OPT. GUEST SUITE RECESSED FIXTURE NOTE: ANY RECESSED LIGHT FIXTURE IS TO HAVE PROPER PROTECTION SO THAT THE FIXTURE WILL NOT BECOME OVERHEATED ENERGY NOTES: (SEE PAGE N1 AND N2 FOR ADD'L INFORMATION) - HVAC CONTROLS WITH PROGRAMMABLE SCHEDULE PER WSEC 403.1.1 - 90% OF ALL LIGHTING FIXTURES SHALL BE HIGH -EFFICACY EQUIPPED PER WSEC 404.1 U UPPER LEVEL ELEC. PLAN dan@brobstdesignworks.com 206.409.6690 U) o O Lu Q —� 0 w c� gmoo _I M Q 3:Ce cQ(29 w z U Lu Q oZ� � — V U Q 0o W o Z J cv W O 0 co �-i o O �Lo 3: �D _>-j - (p N W v II. - 0 =) wu U Q 0 REVISED 1/4"= 1 '- 0" SCALE 11.16.2021 DATE 2386 COMPUTER FILE NAME El SHEET NUMBER ELECTRICAL LEGEND STANDARD SWITCH 6 WP WEATHER-PROOF DUPLEX OUTLET TWO-WAY SWITCH ©0 CARBON MONOXIDE DETECTOR DIMMER SWITCH ® SPECIAL PURPOSE CONNECTION CEILING MOUNT FIXTURE EXHAUST FAN HIGH EFFICACY WALL LIGHT WHOLE HOUSE FAN PENDANT LIGHT FIXTURE b TELEPHONE JACK HIGH EFFICACY CEILING LIGHT Q MULTI -FUNCTION JACK DIRECTIONAL RECESSED CANTv❑ TELEVISION (CO -AXIAL CABLE) WALL MOUNTED FIXTURE N❑ NETWORK DATA JACK SMALL BAR LIGHT T REMOTE BUTTON LARGE BAR LIGHT OT THERMOSTAT UNDER CABINET LIGHTS 6 DOOR BELL RINGER 6 110v DUPLEX OUTLET o PHOTO -EYE AT GARAGE DOOR I 220V OUTLET 110v SMOKE DETECTOR W/ BATTERY BACK-UP GFI 110v GFI DUPLEX OUTLET 6 HALF -HOT DUPLEX OUTLET dan@brobstdesignworks.com 206.409.6690 U) o O Lu Q —� 0 w c� gmoo _I M Q 3:Ce cQ(29 w z U Lu Q oZ� � — V U Q 0o W o Z J cv W O 0 co �-i o O �Lo 3: �D _>-j - (p N W v II. - 0 =) wu U Q 0 REVISED 1/4"= 1 '- 0" SCALE 11.16.2021 DATE 2386 COMPUTER FILE NAME El SHEET NUMBER \\ �i -- I I II I I� �I LSI I V I I I I I I I I I I I I I II I II I Ll II II II II IIII II II II II II II II II SII II II II --LL--I�_�1__1� dill II II II II II TI H II 71-- � II 4� IL II I II II it I III I I II II II II IL I — II II li I -J� J ALL DUCTWORK TO BE LOCATED ON THE WARM SIDE OF INSULATION WITHIN FLOOR CAVITY, TYP. DUCT—WORK LAYOUT IN UPPER FLOOR FRAMING II II II II II II JI RETURN AIR PLAN 18"0 FLEX LINE TO FURNACE 1) K Ous DST W2KKS No dan@brobstdesignworks.com 206.409.6690 U) H O � Q � Q z cC � M Q�N � >Q O w J � U Q U 00 z � N O ti 00 O 00 a� O z IRV N J O N W H 0 = WU � U � U) Q 00 O qqr- REVISED 1/411= 1 011 SCALE 11.16.2021 DATE 2386 COMPUTER FILE NAME m 1 SHEET NUMBER • FLOOR MEMBER PER PLAN HWER 1 -HOUR FIRE RATED DETAILS - USE AS SITE CONDITIONS REQUIRE OSB SHEATH II WINDOW II NG OSB SHEATH I moow NG A3 CLIP EA. STRINGER 11$" II II I I W%5 TICO NAILS II II I I 1 x KICKBOARD U.N.O II SILL II I slLL I CARPET &PAD 1$" 10" MIN dan@brobstdesignworks.com II II II II 206.409.6690 GEORGIA PACIFIC DENSGLASS ATTACH A SILL STRIP OF FLASING MATERIAL AT LEAST 12" WIDE AFTER SILL STRIP IS IN PLACE, ATTACH JAMB STRIPS INSIDE OF o o GYPSUM SHEATHING, OAE Ilk ATTACH PER MFR. SPECIFICATIONS WITH THE TOP EDGE EVEN WITH THE TOP EDGE OF THE ROUGH OPENING AT LEAST 12" WIDE WITH INSIDE EDGE OF FLASHING EVEN �` SILL. EXTEND THIS SILL STRIP AT LEAST 12" BEYOND THE EDGE WITH EDGE OF WINDOW OPEINING. START JAMB STRIPS 1" BELOW \�`� OF THE ROUGH OPENING FOR WINDOW. ATTACH FLASHING WITH THE SILL STRIP AND EXTEND JAMB STRIPS 6" ABOVE THE LOWER 1-1/8" BULLNOSE GALVANIZED ROOFING NAILS OR RUST -RESISTANT STAPLES. EDGE OF THE HEADER TOP OF WINDOW OPENINGS. x GARAGE DOOR �� PLYWOOD TREADS �`.\\ "SUPER 60" 1 HOUR FORTIFIBER SK PERMEABLE BLDG. PAPER x WALL SHEATHING PER TYP. J FLASHING STOP BLOCK 7\ � a a 2x6 TRIM ` \\`� 5/8" TYPE "X" GWB WINDOW FLANGE - - 5/4x4 CORNER BOARDS 1x4 TRIM M 2x6 CLEAT .� M 2x WALL STUDS PER PLAN �` Uj HORIZONTAL LAP SIDING 2 - -------- - SIDING PER ELEVATIONS3)2x12 O.S.B SHEATHING STRINGERS \ W/ 2x4 STRONG -BACK \�`.\ SIDING PER ELEVATIONS � O.S.B SHEATHING 3/4" PLYWOOD RISERS -0-1 WALL INSULATION NOT SHOWN J FO \� SINGLE YE RW FOR CLARITY B G.W.B. PLAN VIEW SECTION APPLY A BEAD OF CAULKING TO THE BACK SURFACES OF THE STARLING AT THE BOTTOM OF THE WALL (SOLE PLATE), LAY WATER RESISTANT PAPER UNDER THE SILL STRIP. CUT ANY 2x4 BLOCK WINDOW, THEN PLACE THE WINDOW INTO THE ROUGH OPENING EXCESS WATER RESISTANT PAPER THAT MAY EXTEND ABOVE imman— WITH FLANGES OVER THE INSTALLED FLASHING STRIPS. AFTER WINDOW IS PLACED, INSTALL THE HEAD FLASING OVER THE THE SILL FLANGE ON EACH SIDE OF THE OPENING, (SHOWN IN DIAGRAM AS SHORT DASHED LINES), INSTALL SUCCEEDING A3 CLIP EA. STRINGER W%5 TICO NAILS WINDOW FLANGE. THIS IS ANOTHER STRIP OF FLASING AT LEAST 12" WIDE. COURSES OF WATER RESISTANT PAPER OVER JAMB AND HEAD IFLANGES IN SHINGLE-BOARDw imm A I WINDOW FLASHING DETAIL NONE B CORNER TRIM DETAIL C DGE DETAIL @ GARAGE DOOR F TYPICAL STAIR DETAIL 3/4" = 1' 1-1/2" =1' 1-1/2" =1' W Georgia-PacificGypsum Products INSULATION PER PLAN 0.00 STUD WALL PER PLAN Fire and Sound Assembly - Woad -Framed Wall GYP. BOARD518' (15-9 mm) ToughRockO Fireguard Xw or 5/8'(15.9 mm) DensArmor PlusO FireguardM gypsum hoard 7/16" O.S.B OR UPPER AF -50 ROOF JACK applied vertically {ULC W301) or horizontally (UL U305) to each side of 2' x 4- wood studs 16'(406 mm) o.c SIDING PER ELEVATIONS 1/2" CDX PLYWOOD LOCATED WITHIN 3'-0" OF RIDGE with 1-718` (48 mm) 6d coated nails spaced 7" (179 mm) o.c. Joints staggered. ULC W301 allows vertical (OPT. PRESSURE TREATED) application only. " 1. 2MIN (2)LAYERS GRADED BUILDING PAPER WEATHER SEE ROOF PLAN FOR QUANTITY AND LOCATION OF JACKS -- --- - - - -- J 1" 2" MAX. 12 M N. RESISTANT BARRIER ATTIC INSULATION PER PLAN - INSTALL BAFFLES AT ALL RIM VENTS HARDWOOD HAND -RAIL 2x10 FLAT BLK'G CONTINUOUS & CORROSION RESISTANT 7 LOWER AF -50 ROOF JACK Hourly Rating- 1.hour VENT PER PLAN TO BE INSTALLED A 30' ANGLE PER WSEC 40.2.7 #2 PARALLEL TO (GALVANIZED) METAL LATH ;2 LOCATED IN THE BOTTOM HALF STC Rating: 30-34 STC HANDRAIL OF THE ROOF, MIN. 2" CLEARANCE Fire Test Reference UL 1,1305.1,11-C W3011 and 3.cUL U305,GA WP 3605 SIMULATED STONE VENEER ABOVE INSULATION Sound Test Reference OR 64-8 xADHERED M ROOF TRUSS AND SHEATHING PER TYP. Approved for Assern bly DensArmor Plus@ Fireguard CO Products 00 TYPE "N" MORTAR JOINT DensArmor Plust@ Fireguard(D Products DensElement' Barrier Sheathing ro AND SEATING BED SOLID 2x BLKG. DensGlassO FbeguardO Sheathing Z SOLID BRASS HANDRAIL DensShieidt FireguardO Tile Backer PROVIDE LOOSE STRING LINE TO SUPPORT INSULATION BRACKETS- ATTACH TO M WALL W/ LAG BOLTS TO BLOCKING. PROVIDE 26 GA. GALVANIZED CORROSION - RESISTANT WEEP SCREED. OVERLAP ToughRock�l Fireguard CC Products TciughRaek& Flieguard X' Mold -Guard' Products ToughRock® Fireguard X' Products BUILDING PAPER, LATH TO COVER Tou hRockV Lite -Weight Fire -Rated Products 9 A AT METAL SLEEVES o &TERMINATED ON FLANGE ti 00 - 4400 LAG BOLT ATTACHMENT O _ f Denslxnw Plus Firequard Far certain proprietary IAC assemblies itientilied above. DereyVmm Plus® Fireguarl CO IType DAPGy interior panels have listing in in lieu PluAli FimguardO 00 d7 - NOTE: ONLY NATURAL STONE OR a not been approvtd by ULC for such assemblies u of tine date of this publication of DensArmor H h-Pwfnrrnanm nA IntiErior rrels Please meds with ULC for torrent infonnation.n. lTy Q HANDRAIL SHALL BE CONTINUOUS THE FULL MANUFACTURED STONE DESIGNED I Proprietary GA -600 Designs. Assembnes listed as proprietary in the GA -IMO Fire Resistanoe D Wn Manual only list one product per manufaata - - LENGTH OF THE STAIRS. ENDS SHALL TERMINATE FOR GROUND CONTACT TO EXTEND and rnm not include all products ra:farencfd m the illustrations above. PlQase oansult the specified UL, oIJL, ULC aath�r Rre li#ir or test form Y G Pa S mmple}e list of approved pradLds _ _ — -III III III I IN NEWEL POSTS SAFETY TERMINALS OR QUARTER TURN TO WALL. RA BELOW GRADE 3 Tou hRodt� Lite -Weight Fire -Rated: Far VLC assem5lies identified shave Tou hRnok� Lite -Wei ht Fire -Rated Gypsum Board T e L is not f NlXy e e e e r� rp approved by ULC for ii#i ng in Sud! assambi iia as of the date of this bii vatic n. Please &edr with ULC for ouncrR infansatian. `^y 0 DISTANCE OF GRADE TO SIMULATED STONE PER MANUFACTURERS SPECS. pa Created and Printed — 6/20/2017 — on gpgypsum-cam I 0 (n 2017. C+ gee-Patlfie Gypsum LLC All .9 Pas rrservrd. W j Unfrss atherwisk rated, ail trademat", mduding the Georgia-Pacific logo, arm owned by a hoensed to Gewgta-PadficC+yp6um LLC. G INSULATION BAFFELS @ RIM VENTS 3/4" =1' H HANDRAIL AT WALL NONE R ADHERED STONE VENEER DETAIL SS ROOF VENT DIAGRAM 3/4" = 1' R 1 -HOUR WALL ASSEMBLY (W/ DENSGLASS) _ N ,"-,'-o" LU 0 1 -HOUR FIRE RATED DETAILS - USE AS SITE CONDITIONS REQUIRE 4" MIN, 12" MAX. cf) W SIDING PER ELEVATIONS GYPSUM WALL BOARD 1" CLEARANCE ABOVE FLASHING WOOD STUDS & 1/4"x2-1/2" LAG BOLTS Q U CORROSIVE RESISTANT "Z" FLASHING �a Q x ROOFING, BLDG. PAPER 00 (=1 HEAD TRIM & SHEATHING PER TYP. IT— WINDOW PER PLAN �� ROOF TRUSSES PER PLAN cD SOLID 2x BLOCKING 4" DIA. STEEL PIPE LISTED AND RECOGNIZED MIC STRAPPING BETWEEN EA. TRUSS EQUALLY SPACED CIRCLING TANK FROM BOTH SIDES WATER HEATER FROM 1" CLEARANCE ABOVE FLASHING TIGHT FITTING NO HOLES, TYP. CORROSIVE RESISTANT FLEXIBLE WATER CONNECTIONS "Z" FLASHING �a CONT. METAL GUTTER o I M CONC. SLAB FLEXIBLE WATER CONNECTIONS TRIM BAND PER ELEVATIONS � UPPER STRAP TO BE LOCATED WITHIN REVISED " 2-0 1-0" TOP 1/3 OF TANK OSB SHEATHING NO PROJECTION MAX. O.H. I ALLOWED a ° I WATER HEATER F 1" CLEARANCE ABOVE FLASHING PPROVED AND RECOGNIZED SEISMIC STRAPS CORROSIVE RESISTANT WALL ASSEMBLY PER DETAIL R & R1/AD2 F BOTTOM STRAP TO BE LOCATED WITHIN SCALE "Z" FLASHINGNOTE: FOR 1 -HOUR PROTECTION '�' CONC. FOOTING THE BOTTOM 1/3 OF TANK, MAINTAINING ABOVE 4" CLEARANCE ANY CONTROLS. 11,16.2021 INSULATION &SIDING NOT SHOWN FOR CLARITY DATE BELLY BAND PER ELEVATIONS PER WAC TABLE R302.1, NOTE A: APPROVED WATER TANK STAND ° ROOF EAVE FIRE -RESISTANCE RATING SHALL BE PERMITTED TO BE REDUCED TO 0 HOURS ON THE UNDERSIDE OF THE EAVE IF FIRE BLOCKING IS PROVIDED FROM THE WALL TOP 8" MIN 18" ABOVE GARAGE SLAB 2018 IRC FILE NAME PLATE TO THE UNDERSIDE OF THE ROOF SHEATHINGCOMMER o �❑ FLASHING IS REQUIRED ABOVE ALL ALL PROJECTING EXTERIOR TRIM CONC. SLAB W "Z" FLASHING DETAILS S ROOF O.H. AT EAVE 3/4" =1' Y ISTEEL PIPE BOLLARD - BUMPER GUARD Z WATER HEATER SEISMIC STRAPPING SHEET NUMBER 3/4" = 1' 12d 0 3" O.C. STAGGER 8d ® 6" O.C. 2x6 P.T. MUDSILL W/ A.B. PER SHEARWALL SCHEDULE 12" MIN. AT MUDSILL ENDS & JOINTS, WITH 7" MIN. EMBED. W/ 3"x3"x1/4" PLATE WASHERS FLOOR JOIST PER PLAN --\ HOOK VERTICAL REBAR, ALTERNATE SIDES 6 MIL. BLACK — POLY VAPOR BARRIER UNYIELDING SOIL #4 HORIZ. BARS Ca? 10' O.C., TYP UNO FINISH GRADE - (2)#4 CONT. BOTTOM ,#4 HORIZ. BARS -III III- (2)#4 CONT. BOTTOM GR. 40, TYP. @ 10 O.C., TYP UNO 3" 6" 3" GR. 40, TYP. 1'Q>, NOTE: FOR UNBLANCED BACKFILL ° ° NOTE: FOR UNBLANCED BACKFILL OF 2'-7" — 4'-0" USE ° a OF 2'-7" — 4'-0" USE ALTERNATE FOOTING DESIGN ° ° ° ALTERNATE FOOTING DESIGN °° a 4„ 8„ 4„ 4„ 8" 4" ALTERNATE FOOTING J V-4" ALTERNATE FOOTING EXTERIOR SHEARWALL @ CRAWL SPACE Al EXTERIOR SHEARWALL (9 CRAWL_ SPACE 3/4"1'0" 2x6 P.T. MUDSILL W/ A.B. PER SHEARWALL SCHEDULE 12„MIN. AT MUDSILL ENDS & JOINTS, WITH 7” MIN. EMBED. W/ 3%3%1/4" PLATE WASHERS #4 CONT. EXPANSION JOINT d ° d 11 11 II�III °°i—. #4 ®24" O.C. VERT. —III=III ° ALT. HOOKS III=III ° a #4 0 10" O.C. HORZ. UN -YIELDING SOIL JOISTS ON TOP OF STEM WALL \ PLY. EDGE NAILING 3"x11 1/4" MIN. HDR. ® HOLDOWN STUD FULL WIDTH 2x P.T. (2)2x STUDS SHEATHING EDGE NAILING ST D14 w 38-2 1/ 2x .148 0 � MUDSILL W/ A.B. i° of , , , LOCATION v SHEATHING EDGE NAILING PER PLAN z LGL, ETC.) TO EA. STUD, TYP. FINIS 10 of ° ° ° PER SHEARWALL SCHEDULE °7 z L-----------1— TO EA. STUD, TYP. C/� Q STA18::: I I� ------� 0 0 0 0 0 _To CD 12" MIN. AT MUDSILL ENDS & or � �I x CONT. SHEATHING TO SILL JOINTS, WITH 7" MIN. EMBED. W/ °I°I CONT. SHEATHING TO SILL �IIIS -III= = `° STHDRJ HOLDDOWN, FILL ALL 3"x3"x1/4" PLATE WASHERS Mu o I� zQ 16D SINKERS ®3" o. c. (TYP.) NAIL HOLES TO DBL. STUD — M. 16D- I=11 00 U- AT STRAP LOCATION (PER PLAN) TOP FLANGE HANGER 0101 lulu STHD HOLDDOWN, FILL ALL °1°1 EDGE NAILING 2 ROWS (OPT: GLUE JOIST IN HANGER HANGER W/ TYP. SHEATHING NAIL HOLES TO DBL. STUD AT STRAP LOCATION (PER PLAN) 3" o. c. PER S.W. SCHED. AS SHOWN (SEE SECTION A -A) (TYP.) ADHESIVE TO REDUCE 0101 lulu 12d 0 3" O.C., STAGGER 1 11 BOISE CASCADE OSB RIM BOARD SQUEEKING NOT REQUIRED) 11 8d ® 6" O.C. 8d 0 6" O.C. 7/16" MIN. u1u1 2. .2 EDGE NAILING THICKNESS FLOOR JOIST PER PLAN EDGE NAILING Z WOOD PER S.W. SCHED. FASTEN SHEATHING TO HDR. W/ 8D COMMON a ,i,i i,i, PER S.W. SCHED. Q NAILS IN 3" GRID PATTERN AS SHOWN AND 3" o. c. 0101 Q. PANEL ^i^i i�i� IN ALL FRMNG. (STUDS & SILLS) TYP. z z m °1O1 -------- —1010 I r0 0 0 0 0 0 0l I b z 0 0 0 0l I ulur---------- o_o 0 0-- o7u1u Q (2)LAYERS OF GRADE fr Q X v 0101 ,i,i :::.—FOR FRAMES OVER 8", PANEL SPLICE (IF NEEDED) ,i,i x �`' 30# FELT BETWEEN SHALL OCCUR WITHIN 24" OF MID -HEIGHT. BLOCKING °III III X Q w>- w o #4 CONT. C� TOP > Z J Q J WOOD AND CONC. III - < III #4 CONT. @ TOP Z J c5 Q 1 1 '#4 0 24" OC o � Q Y o HOOK VERTICAL REBAR, STHD8 min. I °° #4 ® 24" OC o � Q Y b VERT. 0 OF WALL- N zm'` ALTERNATE SIDES III VERT. ® OF WALL- N �a PANEL TYP. c� 6 MIL. BLACK— 0101 11 TYP. 00 °i°i i°i° DBL. 2x_ POST POLY VAPOR BARRIER i°i° °I°I 1010 4!^1 2X_ FRAMING Q UNYIELDING SOIL °L III—III- Q U-1 w w cn - (2)#4 CONT. BOTTOM ,#4 HORIZ. BARS -III III- (2)#4 CONT. BOTTOM GR. 40, TYP. @ 10 O.C., TYP UNO 3" 6" 3" GR. 40, TYP. 1'Q>, NOTE: FOR UNBLANCED BACKFILL ° ° NOTE: FOR UNBLANCED BACKFILL OF 2'-7" — 4'-0" USE ° a OF 2'-7" — 4'-0" USE ALTERNATE FOOTING DESIGN ° ° ° ALTERNATE FOOTING DESIGN °° a 4„ 8„ 4„ 4„ 8" 4" ALTERNATE FOOTING J V-4" ALTERNATE FOOTING EXTERIOR SHEARWALL @ CRAWL SPACE Al EXTERIOR SHEARWALL (9 CRAWL_ SPACE 3/4"1'0" 2x6 P.T. MUDSILL W/ A.B. PER SHEARWALL SCHEDULE 12„MIN. AT MUDSILL ENDS & JOINTS, WITH 7” MIN. EMBED. W/ 3%3%1/4" PLATE WASHERS #4 CONT. EXPANSION JOINT d ° d 11 11 II�III °°i—. #4 ®24" O.C. VERT. —III=III ° ALT. HOOKS III=III ° a #4 0 10" O.C. HORZ. UN -YIELDING SOIL JOISTS ON TOP OF STEM WALL \ PLY. EDGE NAILING 3"x11 1/4" MIN. HDR. ® HOLDOWN STUD a0 O (2)2x STUDS °1 0 0 0 0 0 0 0 1° , ST D14 w 38-2 1/ 2x .148 0 � STRAP i° of , , , LOCATION v PER PLAN z LGL, ETC.) EDGE NAILING Q FINIS 10 of ° ° ° GRADE °7 z L-----------1— C/� Q STA18::: I I� ------� 0 0 0 0 0 _To CD 07, 11 I or � �I x w�-- a °I°I I°I EXPIRES 2/1/2022 °I°I <, �IIIS -III= = `° FASTEN T.PL. TO HDR. W/ 2 ROWS OF Mu o I� zQ 16D SINKERS ®3" o. c. (TYP.) N =)m — M. 16D- I=11 00 U- - J (2)#4 CONT. Q w N ° °° ° a NOTE: FOR UNBLANCED BACKFILL ° °d ° OF 2'-7" — 4'-0" USE ALTERNATE FOOTING DESIGN [4' 8" 4" 01 1'-4" ALTERNATE FOOTING EXT. SHEARWALL @ SLAB 3/4"1'0" EDGE NAILING PLYWOOD SPLICE PANEL EDGE NAILING PER SHEARWALL SCHEDULE 7/16" O.S.B. SHEAR PANEL PLATE NAILING PER SHEARWALL SCHEDULE 2x10 BLOCKING 0 PLYWOOD SPLICE END TRUSS PER MANUFACTURER PLATE NAILING PER SHEARWALL SCHEDULE (MIN. 16d ® 6" O.C.) FOR SHEARWALL TYPE 4 USE A35F CLIP 0 12" O.C. TRUSS PARALLEL TO EXTERIOR WALL_ 3/4"1'0" TRU`. 3/4"1'0" PER PLAN JOISTS HANGING EROV STEM WALL SAVE @ ROOT 3/4"—V-0" A35 CLIP TRUSS TO DBL. PLA ®16"o. c. EDGE N SIMPSON H1 EA. END/ EA. TRUSS/ RAFTER PLY. EDGE NAILING 2x BLOCK w/ 1 1/2" REQUIRED w/ (2)16d T.N. EA. TRUSS/ EA. END EDGE NAILING 2x STUD 0 16" O.C. PLY. PER SCHEDULE DRAG STRUT TRUSS 3 4 1 0 2x4 RIBBON SUPPLIED BY TRUSS MFR. (2) CS16 STRAP/ FILL ALL HOLES— w/ NAILS 2x4 RIBBON SUPPLIED BY TRUSS MFR. 0 6" O.C. Y. EDGE NAILING USS DRAG STRUT :R PLAN :SIGN FOR 200/# PER FT TERAL LOAD Y. PER SCHEDULE (2)2x STUDS ® HOLDOWN TRUSS PER PLAN BLOCKING ATTACHED BY TRUSS MFR. SHEATHING FILLER PIECE (2)2x STUDS ® HOLDOWN STRAP HOLDOWN AT FLOOR DOUBLE PORTAL FRAME NGLE PORTAL FRAME SHEATHING FILLER IF NEEDED ° o ° o ° o ° ° 0i°°°° 010 010STHD14 HOLD DOWN STRAP APPLIED u1u u1u OVER SHEATHING INSTALLED IN CONCRETE 010 °10 PER MANUFACTUREERS INSTRUCTION °1° °1° °1° O O — ° O °10 uLu 0 0 0 0 0 ° ° a ° ° ^ ^ ° ° (2) 5/8" DIA. ANCHOR BOLT W/ 7" MIN. III EEMBEDDMENT ®8" o.c.& 3"x3"x1 4" PLT. WASHER I I °� I I Id d — I I d I I " d1 1 °d LJ ° LJ° °d ° ° d d ° FRONT ELEVATION ,MIN. LATERAL PANEL END OF PLATE NOTE: SPLICE AND NAIL TOP PLATES AS SHOWN ® ALL EXTERIOR WALLS, SHEAR WALLS, & AT EACH FLOOR LEVEL AND AT ROOF. ELEVATION DBL. TOP PLATE SPLICE iP PLATE STUDS PREMANUFACTURED FLOOR TRUSS PER PLAN SECTION gd ®6" O.C. SUBFLOOR (TYP.) 2x BLOCKING —7-2 � /I Il�if���IBM= ��irW,1r� 6 _ �EVATION (4)12d BLOCKING TO PLATES ® EA. PANEL DBL. 2x TOP PLATE NOTE: IF PRE -MANUFACTURED TRUSS BLOCKS ARE USED PROVIDE (1)LTP4 0 16" TRUSS BLOCKS TO TOP PLATE 3/4" T&G PLYWOOD SUBFLOOR TRUSS / DRAG w/ EDGE NAILING TO BLOCKING STRUT DESIGN FOR PANEL BELOW 240#/FT LATERAL LOAD 8d ® 6" O.C. ALL EDGES 7/16" O.S.B. STIFFNER w/ 8d ® 4" O.C. ALL EDGES EDGE NAIL 2x4 BLOCKING (4 SIDES) w/ 12d ® 14" O.C. ALL EDGES PLYWOOD EDGE NAIL PER SCHED. 2x4 STUDS ® 16" O.C. (3)16d TO PLATES TYP. EACH PANEL SECTION PARALLEL ®4"OC PLYWOOD A35 0 16" OC SHEARWALL PER PLAN NT. SHEARWALL TO FLOOR ABV. I P a I I I I 4 Is I I °I I I I I A A PANEL EDGE NAILING PER SHEARWALL SCHEDULE 2x10 RIM----\ PLYWOOD SPLICE- 2x4 PLICE-2x4 RIM PANEL EDGE NAILING PER SHEARWALL SCHEDULE 7/16" O.S.B. SHEAR PANEL— TRUSS ANEL - SHEARWALL SCHEDULE: MSTC28 HDR. STRAP SW -6 INDICATES SHEARWALL w/ SHEATHING ONE SIDE 1. SHEATHING: 1/2" PLYWOOD or 7/16" O.S.B., ONE SIDE, BLOCKED, NAIL w/ 8d 0 6"o.c. ALL EDGES & 12"o.c. FIELD. 2. BOLT SILL PLATE TO CONCRETE w/ 5/8 0 x 10" ANCHOR BOLTS 048"o.c. 3. NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d 0 4"o.c. 4. FASTEN DOUBLE TOP PLATE TO JOIST or BLOCKING ABOVE PER DETAILS AS PROVIDED. SW -4 INDICATES SHEARWALL w/ SHEATHING ONE SIDE 1. SHEATHING: 1/2" PLYWOOD or 7/16" O.S.B., ONE SIDE, BLOCKED, NAIL w/ 8d 0 4"o.c. ALL EDGES & 12"o.c. FIELD. 2. BOLT SILL PLATE TO CONCRETE w/ 5/8 0 x 10" ANCHOR BOLTS 0 32"o.c. 3. NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d 0 3"o.c. 4. FASTEN DOUBLE TOP PLATE TO JOIST or BLOCKING ABOVE PER DETAILS AS PROVIDED. SW -3 INDICATES SHEARWALL w/ SHEATHING ONE SIDE 1. SHEATHING: 1/2" PLYWOOD or 7/16" O.S.B., ONE SIDE, BLOCKED, NAIL w/ 8d 0 3"o.c. ALL EDGES & 12"o.c. FIELD. 2. a. BOLT (3)2x SILL PLATE TO CONCRETE w/ 5/8 0 x 12" ANCHOR BOLTS 0 16"o. c. PER DETAIL D/S1 b. or BOLT 2x SILL PLATE TO CONCRETE w/ 5/8" 0 x 10" ANCHOR BOLTS 0 24"o.c. 3. NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d 0 4"o.c. 4. FASTEN DOUBLE TOP PLATE TO JOIST or BLOCKING ABOVE PER DETAILS AS PROVIDED. 5. USE (2)2x STUDS 0 16"o.c. PER DETAIL D /S1 SECTION A A SIDE ELEVATION PLATE NAILING PER SHEARWALL SCHEDULE FLOOR SHEATHING o/ MANUFACTURED TRUSSES TRUSS PER PLAN TRUSS PERPENDICULAR TO EXT. WALL NOTE: IF TRUSS BLOCKING IS USED, PROVIDE LTP4 Cc? 19.2" O.C. MIN. EXTERIOR PLYWOOD 12d 0 4" O.C. 8d ® 6" O.C. SUBFLOOR� /EDGE NAIL �12d ® 4" O.C. 1 3/4"xFULL DEPTH" LSL 7/16" PLY. SHEAR PANEL CONT. RIM OR BUILT-UP w/ 2x4 EACH SIDE EDGE NAIL 2X RIM PER TRUSS MFR. W / 12d ®4" O.C. 7/16" O.S.B./ PLYWOOD NAIL PLY. w/ 8d 0 4" O.C. PER SCHEDULE (TYP.) 0 NAMING DETAIL- @ CANT. FLOOR TRUSS 3/4"=1'0" SIMPSON CS16 STF FILL HOLES W/ NAILS AS SHC L PLY. TO STUD STUDS H HOLDOWN PER PLAN `BEAM PER PLAN STRAP HOLDOWN AT HDR TYPICAL ROOF SHEATHING: 7/16" O.S.B., INDEX 40/20, UNBLOCKED, w/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW. NAIL AS FOLLOWS: DIAPHRAGM BOUNDARY, OVER EXTERIOR WALLS, SHEAR WALLS, & DRAG STRUTS: 8d 0 6"o. c. ALL SUPPORTED EDGES: 8d 0 6"o. c. FIELD: 8d 0 12"o.c. TYPICAL FLOOR SHEATHING: 3/4" T&G O.S.B., INDEX 40/20, UNBLOCKED, LAID UP w/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END JOINTS, GLUE & NAIL AS FOLLOWS: DIAPHRAGM BOUNDARY, OVER EXTERIOR WALLS, SHEAR WALLS, & DRAG STRUTS: 8d 0 6"o. c. ALL SUPPORTED EDGES: 8d 0 6"o. c. FIELD: 8d 0 10"o. c. NOTES: 1. USE 3"x3%1/4" PLATE WASHERS ON ALL ANCHOR BOLTS. 2. THE PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE(S) w/SHEATHING PER NDS 2015 EDITION (SDPWS) 4.3.6.4.3. 3. EXPANSION BOLTS MAY BE USED IN LIEU OF ANCHOR BOLTS w/ SAME SPACING & 4 1/2"min. EMBEDMENT. 4. ALL POWDER DRIVEN NAILS SHALL BE 2 3/4" LONG(min.) x 0.156 SHANK 0. w/ MINIMUM 1 1/4" PENETRATION. 5. USE 20d NAILS 0 3x FRAMING MEMBERS. 6. a. 8d NAILS SHALL BE .131 x 2 1/2" LONG b. 10d NAILS SHALL BE .148 x 3" LONG C. 16d NAILS SHALL BE .162 x 3 1/2" LONG d. 20d NAILS SHALL BE .192 x 4" LONG SIMPSON (2)CS16 STRAPS FILL ALL HOLES W/ 8d NAILS PLYWOOD PER _ SCHEDULE z (2)2x STUDS ® HOLDOWN — EDGENAILING PLYWOOD 00 r. PROVIDE (2) VERTICAL WEBI MEMBERS 0 EA. STRAP GIRDER TRUSS TO BE DESIGNED FORD 1600# x 2.5 OVERSIZE FACTOR UPLIFT & COMPRESSION PER EACH CS16 CALL–OUT HOLDDOWN (USE 1.6 LOAD DURATION) U.N.O. NOTE: AT EXTERIOR TRUSS TO WALL CONNECTION AT "SIM" STRAP AT HOEDOWN AT TRUSS U Z "' ti CO N2 rn �O VJ > N J L.L > Q Nui Cu X �� w Y LL V Z Y N (i'� V .r v m Cl) Z of 00 WN ' `� N N E M M �W N J uJ CAD M w N ~ O Z z Qfro J J Ulqr— Project FILE NUMBER DRAWN BY Date 11.16.2021 Sheet si 3"x11 1/4" MIN. HDR. a0 O i°°i°°°°°°°i0 °1 0 0 0 0 0 0 0 1° , (BUILT-UP, SOLID SAWN, 0 � i° of , , , ° ° ° ° i° 01 ° ° ° ° ° ° ° 1u ° LGL, ETC.) W 10 of ° ° ° ° ° ° ° 10 U L-----------1— C/� Q STA18::: —L---- 0 0l o 0 0 ------� 0 0 0 0 0 _To CD 07, 11 I STRAP °r°r____ 11 ° II 24149l,g��,�� SjONAL °I°I I°I EXPIRES 2/1/2022 °I°I I°I° °1° ON1°I° 1 1 �1 FASTEN T.PL. TO HDR. W/ 2 ROWS OF °H 0101 d H. lulu 1 1 ,i,i 1,1° 16D SINKERS ®3" o. c. (TYP.) ,i,i M. 16D- I I I I I I I I SINKERS 0101 lulu °1°1 1°1° 2 ROWS MSTC28 STRAP OPPOSITE SHEATHING 3" o. c. 01 I lulu AS SHOWN (SEE SECTION A -A) (TYP.) TYPICAL 0101 lulu 1 11 POST FRAME 11 11 °i°i H. CONSTRUCITON 7/16" MIN. u1u1 2. .2 1u1u THICKNESS WOOD ,i,i i:1, FASTEN SHEATHING TO HDR. W/ 8D COMMON ,i,i i,i, STRUCTURAL 1 1 1 1 NAILS IN 3" GRID PATTERN AS SHOWN AND 3" o. c. 0101 Q. PANEL ^i^i i�i� IN ALL FRMNG. (STUDS & SILLS) TYP. °1O1 -------- —1010 I r0 0 0 0 0 0 0l I I ro a 0 0 0 0 0l I ulur---------- o_o 0 0-- o7u1u uluro o_o 0 0_0 o7u1u 0101 ,i,i :::.—FOR FRAMES OVER 8", PANEL SPLICE (IF NEEDED) ,i,i i,i0 7/16" MIN. +: 1 1 0101 1010 SHALL OCCUR WITHIN 24" OF MID -HEIGHT. BLOCKING 1 1 0101 1 1 lulu THICKNESS 1 1 1 1 IS REQUIRED. IF 2X_ BLOCKING IS USED THEN IT 11 1 1 WOOD °i°i i°i° °H MUST BE STITCH NAILED W/ 1 ROW OF 16D SINKERS STHD8 min. °i°i °I°I i°i° STRUCTURAL I°I° ® 3' a.a. 1°1° PANEL 0101 1010 11 11 DOWN STRAP 0101 11 1010 11 °i°i i°i° DBL. 2x_ POST i°i° °I°I 1010 4!^1 2X_ FRAMING o1ol °I °I p' I°I° 010 010STHD14 HOLD DOWN STRAP APPLIED u1u u1u OVER SHEATHING INSTALLED IN CONCRETE 010 °10 PER MANUFACTUREERS INSTRUCTION °1° °1° °1° O O — ° O °10 uLu 0 0 0 0 0 ° ° a ° ° ^ ^ ° ° (2) 5/8" DIA. ANCHOR BOLT W/ 7" MIN. III EEMBEDDMENT ®8" o.c.& 3"x3"x1 4" PLT. WASHER I I °� I I Id d — I I d I I " d1 1 °d LJ ° LJ° °d ° ° d d ° FRONT ELEVATION ,MIN. LATERAL PANEL END OF PLATE NOTE: SPLICE AND NAIL TOP PLATES AS SHOWN ® ALL EXTERIOR WALLS, SHEAR WALLS, & AT EACH FLOOR LEVEL AND AT ROOF. ELEVATION DBL. TOP PLATE SPLICE iP PLATE STUDS PREMANUFACTURED FLOOR TRUSS PER PLAN SECTION gd ®6" O.C. SUBFLOOR (TYP.) 2x BLOCKING —7-2 � /I Il�if���IBM= ��irW,1r� 6 _ �EVATION (4)12d BLOCKING TO PLATES ® EA. PANEL DBL. 2x TOP PLATE NOTE: IF PRE -MANUFACTURED TRUSS BLOCKS ARE USED PROVIDE (1)LTP4 0 16" TRUSS BLOCKS TO TOP PLATE 3/4" T&G PLYWOOD SUBFLOOR TRUSS / DRAG w/ EDGE NAILING TO BLOCKING STRUT DESIGN FOR PANEL BELOW 240#/FT LATERAL LOAD 8d ® 6" O.C. ALL EDGES 7/16" O.S.B. STIFFNER w/ 8d ® 4" O.C. ALL EDGES EDGE NAIL 2x4 BLOCKING (4 SIDES) w/ 12d ® 14" O.C. ALL EDGES PLYWOOD EDGE NAIL PER SCHED. 2x4 STUDS ® 16" O.C. (3)16d TO PLATES TYP. EACH PANEL SECTION PARALLEL ®4"OC PLYWOOD A35 0 16" OC SHEARWALL PER PLAN NT. SHEARWALL TO FLOOR ABV. I P a I I I I 4 Is I I °I I I I I A A PANEL EDGE NAILING PER SHEARWALL SCHEDULE 2x10 RIM----\ PLYWOOD SPLICE- 2x4 PLICE-2x4 RIM PANEL EDGE NAILING PER SHEARWALL SCHEDULE 7/16" O.S.B. SHEAR PANEL— TRUSS ANEL - SHEARWALL SCHEDULE: MSTC28 HDR. STRAP SW -6 INDICATES SHEARWALL w/ SHEATHING ONE SIDE 1. SHEATHING: 1/2" PLYWOOD or 7/16" O.S.B., ONE SIDE, BLOCKED, NAIL w/ 8d 0 6"o.c. ALL EDGES & 12"o.c. FIELD. 2. BOLT SILL PLATE TO CONCRETE w/ 5/8 0 x 10" ANCHOR BOLTS 048"o.c. 3. NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d 0 4"o.c. 4. FASTEN DOUBLE TOP PLATE TO JOIST or BLOCKING ABOVE PER DETAILS AS PROVIDED. SW -4 INDICATES SHEARWALL w/ SHEATHING ONE SIDE 1. SHEATHING: 1/2" PLYWOOD or 7/16" O.S.B., ONE SIDE, BLOCKED, NAIL w/ 8d 0 4"o.c. ALL EDGES & 12"o.c. FIELD. 2. BOLT SILL PLATE TO CONCRETE w/ 5/8 0 x 10" ANCHOR BOLTS 0 32"o.c. 3. NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d 0 3"o.c. 4. FASTEN DOUBLE TOP PLATE TO JOIST or BLOCKING ABOVE PER DETAILS AS PROVIDED. SW -3 INDICATES SHEARWALL w/ SHEATHING ONE SIDE 1. SHEATHING: 1/2" PLYWOOD or 7/16" O.S.B., ONE SIDE, BLOCKED, NAIL w/ 8d 0 3"o.c. ALL EDGES & 12"o.c. FIELD. 2. a. BOLT (3)2x SILL PLATE TO CONCRETE w/ 5/8 0 x 12" ANCHOR BOLTS 0 16"o. c. PER DETAIL D/S1 b. or BOLT 2x SILL PLATE TO CONCRETE w/ 5/8" 0 x 10" ANCHOR BOLTS 0 24"o.c. 3. NAIL BOTTOM PLATE TO FRAMING BELOW w/ 16d 0 4"o.c. 4. FASTEN DOUBLE TOP PLATE TO JOIST or BLOCKING ABOVE PER DETAILS AS PROVIDED. 5. USE (2)2x STUDS 0 16"o.c. PER DETAIL D /S1 SECTION A A SIDE ELEVATION PLATE NAILING PER SHEARWALL SCHEDULE FLOOR SHEATHING o/ MANUFACTURED TRUSSES TRUSS PER PLAN TRUSS PERPENDICULAR TO EXT. WALL NOTE: IF TRUSS BLOCKING IS USED, PROVIDE LTP4 Cc? 19.2" O.C. MIN. EXTERIOR PLYWOOD 12d 0 4" O.C. 8d ® 6" O.C. SUBFLOOR� /EDGE NAIL �12d ® 4" O.C. 1 3/4"xFULL DEPTH" LSL 7/16" PLY. SHEAR PANEL CONT. RIM OR BUILT-UP w/ 2x4 EACH SIDE EDGE NAIL 2X RIM PER TRUSS MFR. W / 12d ®4" O.C. 7/16" O.S.B./ PLYWOOD NAIL PLY. w/ 8d 0 4" O.C. PER SCHEDULE (TYP.) 0 NAMING DETAIL- @ CANT. FLOOR TRUSS 3/4"=1'0" SIMPSON CS16 STF FILL HOLES W/ NAILS AS SHC L PLY. TO STUD STUDS H HOLDOWN PER PLAN `BEAM PER PLAN STRAP HOLDOWN AT HDR TYPICAL ROOF SHEATHING: 7/16" O.S.B., INDEX 40/20, UNBLOCKED, w/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW. NAIL AS FOLLOWS: DIAPHRAGM BOUNDARY, OVER EXTERIOR WALLS, SHEAR WALLS, & DRAG STRUTS: 8d 0 6"o. c. ALL SUPPORTED EDGES: 8d 0 6"o. c. FIELD: 8d 0 12"o.c. TYPICAL FLOOR SHEATHING: 3/4" T&G O.S.B., INDEX 40/20, UNBLOCKED, LAID UP w/ FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END JOINTS, GLUE & NAIL AS FOLLOWS: DIAPHRAGM BOUNDARY, OVER EXTERIOR WALLS, SHEAR WALLS, & DRAG STRUTS: 8d 0 6"o. c. ALL SUPPORTED EDGES: 8d 0 6"o. c. FIELD: 8d 0 10"o. c. NOTES: 1. USE 3"x3%1/4" PLATE WASHERS ON ALL ANCHOR BOLTS. 2. THE PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE(S) w/SHEATHING PER NDS 2015 EDITION (SDPWS) 4.3.6.4.3. 3. EXPANSION BOLTS MAY BE USED IN LIEU OF ANCHOR BOLTS w/ SAME SPACING & 4 1/2"min. EMBEDMENT. 4. ALL POWDER DRIVEN NAILS SHALL BE 2 3/4" LONG(min.) x 0.156 SHANK 0. w/ MINIMUM 1 1/4" PENETRATION. 5. USE 20d NAILS 0 3x FRAMING MEMBERS. 6. a. 8d NAILS SHALL BE .131 x 2 1/2" LONG b. 10d NAILS SHALL BE .148 x 3" LONG C. 16d NAILS SHALL BE .162 x 3 1/2" LONG d. 20d NAILS SHALL BE .192 x 4" LONG SIMPSON (2)CS16 STRAPS FILL ALL HOLES W/ 8d NAILS PLYWOOD PER _ SCHEDULE z (2)2x STUDS ® HOLDOWN — EDGENAILING PLYWOOD 00 r. PROVIDE (2) VERTICAL WEBI MEMBERS 0 EA. STRAP GIRDER TRUSS TO BE DESIGNED FORD 1600# x 2.5 OVERSIZE FACTOR UPLIFT & COMPRESSION PER EACH CS16 CALL–OUT HOLDDOWN (USE 1.6 LOAD DURATION) U.N.O. NOTE: AT EXTERIOR TRUSS TO WALL CONNECTION AT "SIM" STRAP AT HOEDOWN AT TRUSS U Z "' ti CO N2 rn �O VJ > N J L.L > Q Nui Cu X �� w Y LL V Z Y N (i'� V .r v m Cl) Z of 00 WN ' `� N N E M M �W N J uJ CAD M w N ~ O Z z Qfro J J Ulqr— Project FILE NUMBER DRAWN BY Date 11.16.2021 Sheet si ti a0 O a0 O cn w 0 � z r 'I] O W Wo � U Q � C/� Q 00 O CD 24149l,g��,�� SjONAL � EXPIRES 2/1/2022 8d @ 4" O.C. PLY. TO BLOCK (2)2x6 BLOCK (6) 12d BRACE TO BLOCK �1 (2)A35 CLIPS W)2x6 DIAGONAL "T" BRACE z RIDGE AND ® 10'-0" O.C. MAX. (VERIFY w/ TRUSS MFGR.) 2x6 CONT. 12d 0 6" O.C. 2x6 CONT. TO TOP PLATE ° 2x TRUSSES ® 24" O.C. 2x OUTRIGGER (OPTIONAL) EGDE NAILING DBL. TOP CHORD ° HORZ. WEB BRACING BY ° TRUSS MFGR. PER T.P.I. SPECS. NAIL TO ALL TRUSSES 12d ® 6" O.C. (2)2x6 CONT. ® GABLEEND TRU ° MID HEIGHT ° STRUCTURAL TRUSS w/ 2x4 FLAT INLET STUDS ® 24" O.C. 4 (2)A35 CLIPS (ONE EA. SIDE) 4 12d @ 6" O.C. (TRUSS TO 2x6) TYP. GABLE TRUSS DETAIL 3/411-1 ' 0" EDGE NAILING 7/16" O.S.B. OR 1/2" PLYWOOD CONT. PLY ROOF TO F 8d@6"o. c. 16d*4"o. c. A35 CLIPS ROOF PLY. EDGE NAILING MONO TRUSSES PER PLAN TRUSS HANGER 2x10 LEDGER PER PLAN w/(7) 16d®16"c EDGE NAILING PLY PER PLAN 2xBLOCKING 2xSTUDS ® 16"o.c. 2x LEDGER w/(3) 16d®16"o.c. ® EA. 2x STUD (TYP.) JOIST _AN _IP 0 16"o.c. )S 0 16"o.C. TRUSS TO WALE CONNECTION (2) 2x TOP PLATE, U.N.O z 1 H TT5 HOLDOWN ANCHOR FILL ALL HOLES w/ NAILS (2)2x STUDS EDGE NAILING PLY. TO EACH DOUBLE STUD 51/8" DIA. THREADED ROD IN SIMPSON EPDXY- TIE 22 ADHESIVE SYSTEM OR EQUIVALENT PER MFGR. RECOMMENDATION CONC. FOUNDATION TYP. HOCOWN TO EXISTING TOOTING 3/4" 1 ' 0" TO BE USED IN CASE OF A MISPLACED HOLD-DOWN 2x F.J'S PER PLAN 2x BLKG W/ 16d LAPE 6" W/ (4) 16d TOE NAILS ® 6" O.C.1 1 F FACENAILS 20 CLEAT EA. SIDE SIMPSON A35 TWO SIDES PT 44 POST z_ PT 4x6 ® BM. SPLICE FOOTING AND REBAR � PER PLAN PER PLAN o ° a I a n° s Gsk O CPOST / PAD=11ICIONINECCON 3 /4"=1' 0" 2x STUD, TYP. 2x4 STUD 2x4 STUD W NAILING, TYP. PLAN VIE CORNER DETAIL (4)16d (2)16d TOES 2x CRIPPLE PER SCHED. (2)16d EA. STUD DOUBLE TOP PLATE 16d ® 12" O.C. 2x CRIPPLE STUDS 0 16" O.C. , WHERE HEADER IS NOT TIGHT TO PLATE SILL WHEN APPLICABLE (2) 2x HEADER OR BEAM SIZER PER PLAN 2 ROWS OF 16d NAILS ® 8" O.C. ALTERNATE NAILING FORM EACH SIDE 7/16" OSB SPACER R-10 RIGID INSULATION (PER ARCH) BUIL UP HEADER BEARING OPENING SEE SCHEDULE FOR CRIPPLE & KING STUD INFORMATION SNUG FIT (1) 2x 8'-0" MAX 2 2x OVER 8'-0" (2)16d TOENAIL TOP & BOTTOM WALL OPENING FRAMING SCHEDULE (UNO ON PLAN) WIDTH OF OPENING CRIPPLES KINGS COMMENTS SILL 0 - 4'-0" MAX. 1 1 (4)16d EA. KING STUD TO HDR. � � 4'-1"- 5'-6" MAX. 2 1 (4)16d EA. KING STUD TO HDR. N 5'-7" - 8-0" MAX. 2 2 (4)16d EA. KING STUD TO HDR. & (1)LTP4 HDR TO EA. KING STUD U 8'-1" & OVER SEE PLANS SEE PLANS SEE PLANS 00 O \-(2)16d TOENAIL, TYP. INTERIOR NON—BEARING OPENING (NOT AT GARAGE TO HOUSE MAN DOOR) NOTES: 1. ALL HEADERS PER PLAN 2. PROVIDE (2)2x6 HDR. ® BEARING OPENINGS & BELOW STRUCTURAL GIRDER END TRUSSES 3. SEE PLANS FOR INFORMATION NOT NOTES WALL OPENING DETAIL (TYPICAL) U Z "'ti CO CO N 0 12 � � 0 cn N a WCuw x c� Y LL V Z Y N _ a-% o _Y) �i'� N M W V 13 v m ZCl)0 It a 0 W N ' N N E M CIO �W J_ Q O W M C) CV J Z=5 Q U Project FILE NUMBER DRAWN BY Date 11.16.2021 Sheet S2 ti a0 O a0 O (1)2x4 (1)2x4 FULL HT. INTERIOR NON—BEARING OPENING (NOT AT GARAGE TO HOUSE MAN DOOR) NOTES: 1. ALL HEADERS PER PLAN 2. PROVIDE (2)2x6 HDR. ® BEARING OPENINGS & BELOW STRUCTURAL GIRDER END TRUSSES 3. SEE PLANS FOR INFORMATION NOT NOTES WALL OPENING DETAIL (TYPICAL) U Z "'ti CO CO N 0 12 � � 0 cn N a WCuw x c� Y LL V Z Y N _ a-% o _Y) �i'� N M W V 13 v m ZCl)0 It a 0 W N ' N N E M CIO �W J_ Q O W M C) CV J Z=5 Q U Project FILE NUMBER DRAWN BY Date 11.16.2021 Sheet S2 ti a0 O a0 O W 0 � � Z J N Lu w � )Q Ulqr- U � C/� Q 00 O co SIMT 24 I S 4 SSjONAL EXPIRES 2/1/2022 E q GENERAL STRUCTURAL NOTES (The following applies unless specifically indicated otherwise on the plans.) Ly 1. ALL MATERIALS & WORKMANSHIP, DESIGN, & CONSTRUCTION SHALL CONFIRM TO THE REQUIREMENTS OF THE DRAWING 00 SPECIFICATIONS, THE INTERNATIONAL BUILDING CODE, 2018 EDITION. 2. DESIGN CRITERIA ROOF LIVE LOAD (SNOW) 25 psf PHOTOVOLTAIC PANEL SYSTEM 5 psf FLOOR LIVE LOAD (RESIDENTIAL) 40 psf FLOOR LIVE LOAD (DECK) 60 psf (1.5x AREA SERVED) HANDRAILS & GUARDS RAIL LINE LOAD: 50 psf RAIL CONCENTRATE LOAD: 200# STAIR & CORRIDOR LIVE LOAD 100 psf MECHANICAL UNITS WEIGHTS AS FURNISHED BY MFG. WIND 100mph (BASIC WIND SPEED) EXPOSURE 'B' (RISK CATEGORY II) Kzt = 1.2 EARTHQUAKE SS=1.60 S1=.57 (CLASS 'D') LIGHT FRAMED SHEAR WALL R=6.5 ALLOWABLE SOIL PRESSURE 2000 psf. (PER SOILS REPORT) SEE PLANS & COMPUTATIONS FOR ADDITIONAL LOADING CRITERIA PER I.B.C. SECTION 1603 & SECTION 1607 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION w/ ARCHITECTURAL DRAWINGS FOR BIDDING CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS & CONDITIONS FOR COMPATIBILITY & SHALL NOTIFY THE ARCHITECT & STRUCTURAL ENGINEER, OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION TO ALLOW ARCHITECT & ENGINEER TO COMPLETE PROPER REVISIONS TO THE WORK. 4. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED & IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 psf. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, & CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING (e) CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY & MUST BE FIELD VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING & SHORING FOR THE STRUCTURE & STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS & THE METHODS, TECHNIQUES, SEQUENCES & PROCEDURES REQUIRED TO PERFORM HIS WORK. 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT & THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL & TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW & APPROVAL BY THE ARCHITECT & STRUCTURAL ENGINEER. 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED, SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE & ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 10. SHOP DRAWINGS FOR STRUCTURAL STEEL, GLUED LAMINATED MEMBERS, OPEN WEB WOOD TRUSSES, & PLYWOOD WEB JOISTS SHALL BE SUBMITTED TO THE ARCHITECT & STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION OF THESE ITEMS. 11. SHOP DRAWINGS REVIEW: DIMENSIONS & QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, & THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW & STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE & ONE COPY; REPRODUCIBLE WILL BE MARKED & RETURNED. SHOP DRAWINGS SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, THAT HE DEMONSTRATES HIS UNDERSTANDING BY INDICATING WHICH MATERIAL HE INTENDS TO FURNISH & INSTALL & BY DETAILING THE FABRICATION & INSTALLATION METHODS HE INTENDS TO USE. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS & THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS & SPECIFICATIONS SHALL CONTROL & SHALL BE FOLLOWED. GEOTECHNICAL 12. FOUNDATION NOTES: SUB -GRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, & FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL or BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (or IN DETAILS) ARE MINIMUM & FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB & SOILS ENGINEER. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL & PROVIDE FOR SUBSURFACE DRAINAGE. STRUCTURAL FILL: AS APPLICABLE PER SITE CONDITIONS OR AS DIRECTED BY THE SOILS ENGINEER. FOLLOW ALL RECOMMENDATIONS & SPECIFICATIONS AS GIVEN PER THE SOILS REPORT. CONCRETE 13. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f'c= 2,500 psi & MIX SHALL CONTAIN NOT LESS THAN 5 1/2 SACKS OF CEMENT PER CUBIC YARD & NO MORE THAN 6 GALLONS OF WATER PER SACK OF CEMENT. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO I.B.C. THE AMOUNT SHALL BE 4% + 1% BY VOLUME. f'c = 3,000 psi. 14. REINFORCING STEEL SHALL CONFORM TO ASTM A615, (INCLUDING SUPPLEMENT S1) GRADE 60, fy = 60,000 psi. EXCEPTION: COLUMN TIES, BEAM STIRRUPS, BARS TO BE FIELD BENT, BARS TO BE WELDED & ANY OTHER BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 60, fy = 60,000 psi REINFORCING COMPLYING WITH ASTM A706 (S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D1.4 ARE SUBMITTED. NO REINFORCING SHALL BE WET -SET UNLESS SPECIFICALLY SO DETAILED. WELDED WIRE MESH SHALL CONFORM TO ASTM A-185. 15. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS & BENDS) IN ACCORDANCE WITH ACI 318-14. LAP ALL CONTINUOUS REINFORCEMENT 58 BAR DIAMETERS (2'-6" min.). PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS (2'-6" min.). LAP ADJACENT MATS OF WELDED WIRE FABRIC TWO SQUARES (min. OF 12") AT SIDES & ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 16. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS & OTHER UNFORMED SURFACES, EARTH FACE 3" FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER #6 BARS OR LARGER 2" #5 BARS OR SMALLER 1 1/2" COLUMN TIES OR SPIRAL & BEAM STIRRUPS 1 1/2" SLABS & WALLS (INTERIOR FACE) 3/4" CAST -IN-PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS & DIMENSIONS OF DOOR & WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE & LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, & OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN-PLACE & PRECAST. 17. NON -SHRINK GROUT (3,000psi MINIMUM STRENGTH) SHALL BE FURNISHED BY AN APPROVED MANUFACTURER & SHALL BE MIXED & PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURE'S PUBLISHED RECOMMENDATIONS. CTF_F_I 18. STRUCTURAL STEEL DESIGN, FABRICATION, & ERECTION SHALL BE BASED ON ON THE A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, & ERECTION OF STRUCTURAL STEEL BUILDINGS", LATEST EDITION, PLUS ALL REFERENCES CODES. 19. STRUCTURAL WIDE FLANGE SHAPES TO CONFORM TO ASTM A992, Fy = 50 ks OTHER STRUCTURAL STEEL INCLUDING PLATES SHALL CONFORM TO ASTM A36, Fy = 36 ksi STEEL PIPE SHALL CONFORM TO ASTM A-53, TYPE E, OR S, GRADE B, Fy = 35 ksi STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, Fy = 46 ksm BOLTS SHALL CONFORM TO ASTM A307 (CONNECTION BOLTS A325 -N) EXPANSION SHALL BE "PARABOLT" or APPROVED EQUAL INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURES'S PUBLISHED RECOMMENDATION. EXPANSION BOLTS SHALL ALSO BE SIMPSON STRONG BOLT INSTALLED PER ICC -ESR REQUIREMENTS OR EQUAL. 20. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. & A.W.S. STANDARDS & SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY PRE -QUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70XX ELETRODES & PER ASTM A706. WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. STEEL FABRICATION GENERAL: ALL WELDING IS REQUIRED TO BE DONE BY A WABO CERTIFIED WELDER & HAVE SPECIAL INSPECTIONS BY WABO CERTIFIED INSPECTION AGENCY, OR BE DONE IN A WABO CERTIFIED FABRICATION SHOP. HAVE EITHER THE SPECIAL INSPECTION REPORT OR WABO FABRICATION SHOP CERTIFICATION AVAILABLE ON SITE FOR THE BUILDING INSPECTOR. 35. TIMBER CONNECTORS CALLED OUT BY LETTERS & NUMBERS SHALL BE BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL or GREATER LOAD CAPACITIES. PROVIDE NUMBER & SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTORS STRAPS CONNECT TWO MEMBERS, PLACE HALF OF THE NAILS or BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS & NUTS OF ALL BOLTS & LAG SCREWS BEARING ON WOOD UNLESS NOTED OTHERWISE. ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED & DRIED & THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES HANGERS. ALL DOUBLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES HANGERS. ALL TRIPLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES HANGERS. TJI JOIST HANGERS PER MANUFACTURER TJI SHOP DRAWINGS (U.N.O.) 36. PROTECTION OF CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD ALL BOLTS, NAILS, JOIST HANGERS & ANY OTHER WELDING CONNECTORS SHALL BE HOT DIPPED GALVANIZED FASTENERS RECOMMENDED TO CONFORM WITH ASTM STANDARD A-153 & HOT DIPPED GALVANIZED CONNECTORS SHOULD CONFORM TO ASTM A165, CLASS G-183. STAINLESS STEEL FASTENERS & CONNECTORS SHOULD BE TYPE 304 OF 316 SIMPSON PRODUCT FINISHES CORRESPONDING TO THESE REQUIREMENTS ARE ZMAX 9158 (HOT DIPPED GALVANIZED) & SST3000 (STAINLESS STEEL). 21. WELDING: 1) WELDING SHALL CONFIRM TO AWS D1.1 & VISUALLY CONFIRM TO AWS SECTION 6 & TABLE 6.1. FABRICATION/ERECTION INSPECTIONS BY THE CONTRACTOR PER AWS D1.1 SECTION 6, SHALL BE BY ASSOCIATE/CERTIFIED INSPECTORS (AWI/CWI) PER AWS QC1 OR AWS B5.1. SPECIAL INSPECTIONS (VERIFICATION INSPECTIONS SHALL BE BY A CERTIFIED WELDING INSPECTOR (WI) OR SENIOR WELDING INSPECTOR (SWI) PER AWS B5.1 2) WELDERS SHALL BE QUALIFIED FOR THE SPECIFIC PRE -QUALIFIED JOINTS REQUIRED BY THE DESIGN & CERTIFIED IN ACCORDANCE WITH WABO REQUIREMENTS. 3) WELDING SHALL BE DONE IN ACCORDANCE WITH APPROPRIATE WELD PROCEDURE SPECIFICATIONS (WPS's). WELDERS SHALL BE FAMILIAR WITH THE APPLICABLE WPS's. 4) WELDING SHALL BE DONE WITH AWS PRE -QUALIFIED WELDING PROCESSES UNLESS OTHERWISE APPROVED. 5) WELDER QUALIFICATIONS & WPS's SHALL BE MAINTAINED AT THE SITE OF THE WORK & SHALL BE READILY AVAILABLE FOR INSPECTION UPON REQUEST, BOTH IN THE SHOP & IN THE FIELD. 6) USE E70 OR E71 T, 70ksi STRENGTH ELECTRODES APPROPRIATE FOR THE PROCESS SELECTED. 22. FABRICATION: 1) CONFORM TO AISC 303, SECTION 8 & AISC 360 SECTION M2 & M5. 2) STRUCTURAL WELDING & QUALIFICATIONS SHALL CONFORM TO THE AWS D1.1 23. VERIFICATION INSPECTION: 1) STRUCTURAL WELDING INSPECTIONS & QUALIFICATIONS SHALL CONFIRM TO THE AWS D1.1. SEE WELDING NOTES & SPECIAL INSPECTIONS FOR STRUCTURAL STEEL. 2) SPECIAL INSPECTOR SHALL REVIEW THE PROCEDURES FOR COMPLETENESS & ADEQUACY RELATIVE TO THE CODE & THE WORK. FURTHER SHOP SPECIAL INSPECTIONS MAY BE WAIVED IF THE FABRICATOR IS "AISC CERTIFIED" OR OTHERWISE "APPROVED" BY THE AUTHORITY HAVING JURISDICTION PER IBC SECTION 1704.2.2 SEE SPECIAL INSPECTIONS FOR STRUCTURAL STEEL. 24. ERECTION: 1) CONFIRM TO AISC 303, SECTION 7 "ERECTION", SECTION 8 "QUALITY ASSURANCE." & AISC 360, SECTION M4. 2) THE ERECTOR SHALL MAINTAIN DETAILED FABRICATION & ERECTION QUALITY CONTROL PROCEDURES THAT ENSURE THAT THE WORK IS PERFORMED IN ACCORDANCE WITH AISC 360 SECTION M, AISC 303, & THE CONTRACT DOCUMENTS. 3) STEEL WORK SHALL BE CARRIED UP TRUE & PLUMB WITHIN THE LIMITS DEFINED IN AISC 303, SECTION 7.13. 4) STRUCTURAL WELDING TO CONFORM TO THE AWS D1.1 & APPLICABLE WELDING NOTES ABOVE. 5) SPECIAL INSPECTOR SHALL INSPECT THE STEEL FRAMING TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON THE CONTRACT DOCUMENTS INCLUDING MEMBER SIZE, LOCATION, BRACING & THE APPLICATION OF PROPER JOINT DETAILS AT EACH CONNECTION. 25. BRACING & SAFETY PROTECTION: THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING & SAFETY PROTECTION REQUIRED BY AISC 360 SECTION M4.2 & AISC 303 SECTION 7010 & 7.11. 26. PROTECTIVE COATING REQUIREMENTS: 1) SHOP PAINTING: CONFORM TO AISC 360 SECTION M3 & AISC 303 SECTION 6.5 UNLESS A MULTI -COAT SYSTEM IS REQUIRED PER THE PROJECT SPECIFICATIONS. 2) INTERIOR STEEL: a. UNLESS NOTED OTHERWISE, DO NOT PAINT STEEL SURFACES TO BE, 1. WELDED; IF AREA REQUIRES PAINTING, DO NOT PAINT UNTIL AFTER WELD INSPECTION & NON-DESTRUCTIVE TESTING REQUIREMENTS, IF ANY, ARE SATISFIED. b. INTERIOR STEEL, EXPOSED TO VIEW, SHALL BE PAINTED WITH ONE COAT OF SHOP PRIMER UNLESS OTHERWISE INDICATED IN THE PROJECT SPECIFICATIONS. FIELD TOUCH-UPS TO MATCH THE FINISH COAT OR AS OTHERWISE INDICATED IN THE PROJECT SPECIFICATIONS. \A/n n n 27. FRAMING LUMBER SHALL BE KILN DRIED OR MC -15 (MC -192), & GRADED & MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16 (172), LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2x MEMBERS) HEM -FIR #2 BEAMS & STRINGERS DOUGLAS FIR #1 POSTS & TIMBERS DOUGLAS FIR #1 STUDS, PLATES & MISC. LIGHT FRAMING DOUGLAS FIR or HIM -FIR STAND. GRADE TOP & BOTTOM PLATES @ BEARING & SHEAR WALLS DOUGLAS FIR #1 or CONST. GRADE BOLTED STUDS, LEDGERS & PLATES HEM -FIR #2 or CONST. GRADE 2 2x6 STUDS HEM -FIR #2 or HEM -FIR CONST. GRADE 2 28. GLUE -LAMINATED MEMBERS SHALL BEAR AN AITC IDENTIFICATION MARK & SHALL BE ACCOMPANIED BY AN AITC CERTIFICATION OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V4, Fb= 2,400 psi, Fv = 240 psi. ALL CONT. & CANTILEVER BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V8, Fb = 2,400 psi, Fv = 240 psi. 29. LAMINATED VENEER LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH ICC -ES ESR -1387. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE WESTERN SPECIES, GRADE 1.8E, Fb = 2,600 psi, Fv = 285 psi. 30. LAMINATED STRAND LUMBER (TIMBERSTRAND LSL) SHALL BE FABRICATED IN CONFORMANCE WITH CODE EVALUATION ICC ES ESR -1387. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE WESTERN SPECIES, GRADE 1.55E, Fb = 2,325 psi, Fv = 310 psi. 31. PARALLEL STRAND LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH ICC -ES ESR -1387. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE DOUGLAS FIR, GRADE 2.OE, Fb = 2,900 psi, Fv = 290 psi 32. [DEFERRED SUBMITTAL:] PREFABRICATED OPEN WEB WOOD TRUSSES (or COMBINATION WOOD & METAL) SHALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS & CONDITIONS SHOWN ON THE PLANS & SHALL BE FURNISHED & INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS. ALL NECESSARY BRACING, BRIDGING, BLOCKING, PRE -NOTCHED PLATES ETC., SHALL BE DETAILED & FURNISHED BY THE MANUFACTURER. SUBMIT SHOP DRAWINGS & DESIGN CALCULATIONS (COMPLETE WITH STRESS DIAGRAMS) TO THE ARCHITECT & THE STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION. DESIGN SUBMITTALS SHALL BEAR THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PERMANENT & TEMPORARY BRIDGING & BRACING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. 33. PLYWOOD SHEATHING SHALL BE GRADE C -D EXTERIOR GLUE or STRUCTURAL II, EXTERIOR GLUE ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE 1 RATING & PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX & NAILING REQUIREMENTS. STRUCTURAL WOOD SHEATHING PANELS SHALL HAVE APA GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. 34. ALL WOOD PLATES & BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN A. W.P.A. APPROVED PRESERVATIVE. PROVIDE 2 -LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., & CONCRETE OR MASONRY. 37. ALL WOOD FRAMING DETAILS - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS. A. MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE 2304.10.1 OF THE INTERNATIONAL BUILDING CODE. B. AT SAWN TIMBER JOIST AREAS: PROVIDE CROSS -BRIDGING @ 8'-0"o.c. max. SPACING & SOLID BLOCKING AT BEARING POINTS. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS. PROVIDE DOUBLE JOISTS EACH SIDE OF OPENINGS UNLESS DETAILED OTHERWISE. C. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS THAT EXTEND MORE THAN HALF THE JOIST LENGTH & DOUBLE JOIST HEADERS & DOUBLE JOISTS EACH SIDE OF ALL OPENINGS IN FLOORS & ROOFS UNLESS DETAILED OTHERWISE. COORDINATE SIZE & LOCATION OF ALL OPENINGS WITH ARCHITECTURAL & MECHANICAL DRAWINGS. D. PROVIDE TWO 2x10 HEADERS OVER & DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD BEARING WALLS NOT DETAILED OTHERWISE. E. PROVIDE SOLID BLOCKING FOR WOOD COLUMNS & MULTIPLE STUD POSTS THROUGH FLOORS TO SUPPORTS BELOW. F. PROVIDE CONTINUOUS SOLID BLOCKING AT MID OF ALL STUDS OVER 10' IN HEIGHT. G. TOENAIL JOISTS TO SUPPORTS WITH 2-16d NAILS. ATTACH ALL BEAMS AT THE ROOF EXCEEDING 8'-0" IN LENGTH TO SUPPORTS WITH ST22 STRAP EACH END. H. ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH "U" SERIES METAL JOIST HANGERS TO SUIT THE JOIST SIZE. I. WALL FRAMING ALL STUD WALL SHOWN & NOT OTHERWISE NOTED SHALL BE 2x4 STUDS @ 16"o.c. AT INTERIOR WALLS & 2x6 STUDS © 16" o.c. AT EXTERIOR WALLS. J. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS, & OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY OR EQUIVALENT DEVICES BY OTHER MANUFACTURES MAY BE SUBSTITUTED. PROVIDED THEY HAVE ICC -ES APPROVAL FOR EQUAL LOAD CAPACITIES. K. INDIVIDUAL MEMBERS OF BUILT-UP POSTS & BEAMS SHALL EACH BE ATTACHED WITH 16d NAILS @ 6"o.c. STAGGERED. L. ALL WOOD STUDS WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS @ 6" o.c. STAGGERED UNLESS SHOWN OTHERWISE. M. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. N. PLYWOOD ROOF SHEATHING & FLOOR SHEATHING UNLESS OTHERWISE NOTED ON PLANS SHALL BE LAID UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS & NAILED WITH 8d NAILS @ 6" o.c. TO FRAMED PANEL EDGES & OVER STUD WALLS SHOWN ON PLANS & @ 12"o.c. (10"o.c. AT FLOORS TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED EDGE CLIPS @ 16"o.c. AT UNBLOCKED ROOF SHEATHING EDGES. PROVIDE SOLD BLOCKING AT LINES OF SUPPORT AT FLOORS. TOENAIL BLOCKING TO SUPPORTS WITH 16d NAILS @ 12"o.c. UNLESS OTHERWISE NOTED IN THE SHEAR WALL SCHEDULE. 0. PLYWOOD WALL SHEATHING SHALL HAVE SOLID BLOCKING AT ALL EDGES. P. ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATE ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 6"o.c. STAGGERED or BOLTED TO CONCRETE WITH 5/8" DIA. ANCHOR BOLTS ® 4'-0"o.c. UNLESS SHOWN OTHERWISE. Q. PLYWOOD NAILING: (USE UNLESS GREATER NAILING IS DETAILED OR SPECIFIED) 8d © 6"o.c. AT SHEET EDGES 8d © 12"o.c. AT INTERMEDIATE BEARING POINTS R. 1. PROVIDE ABU POST BASE @ ISOLATED POSTS TO CONCRETE CONNECTION 2. PROVIDE (2)A35 CLIPS @ TOP & BOTTOM OF ALL POST TO OTHER FRAMING MEMBERS 3. PROVIDE AC or ACE POST CAP @ ISOLATED POSTS TO BEAM CONNECTIONS 4. PROVIDE MIN. (2)A35 CLIPS @ POST TO BEAM CONNECTION (U.N.O.) 5. PROVIDE (2)CS16 x 30" AT ALL CUT DOUBLE TOP PLATES, TYPICAL. S. PROVIDE (2)CS16 x 36" AT ALL CUT DOUBLE TOP PLATE, TYP. T. ANCHORAGE: a) EPDXY-GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "SET -XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC -ES REPORT NO. ESR -2508. MINIMUM BASE MATERIAL TEMPERATURE IS 507. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDDED BAR TYPE & DIMENSIONS, LOCATION, ADHESIVE IDENTIFICATION & EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT & ADHERENCE TO THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL & OVERHEAD INSTALLATIONS. N Q EPDXY-GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "AT -XP" AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH IAMPO REPORT NO. ER -0281. MINIMUM BASE MATERIAL TEMPERATURE IS 147. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. PERIODIC SPECIAL INSPECTION OF INSTALLATION IS REQUIRED TO VERIFY ANCHOR OR EMBEDDED BAR TYPE & DIMENSIONS, LOCATIONS, ADHESIVE IDENTIFICATIONS & EXPIRATION, HOLE DIMENSIONS, HOLE CLEANING PROCEDURE, ANCHOR EMBEDMENT, & ADHERENCE TO THE INSTALLATION INSTRUCTIONS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR HORIZONTAL & OVERHEAD INSTALLATIONS. U a) ZM~ -6-0 O COCC)_ N 2 CU rn � O U) > U J tj L U) N Q o 00 o L a) W�xb O W :`ca "� W Y rn Z G N M W 0 Wu - N U V Z a ao .. W N N Lo N ca E co W JIM Cl) � fr 24149 ISTD L.L EXPIRES 2/1/2022 Project Project No. Drawn By It Date 11.16.2021 Sheet S3 12"x18" PLOT = 1/2 SCALE a) -6-0 O z CU L U L U) 00 _ C o 00 o L a) O rn V O Z W J N W H 0 Wu = C/) U 00 0 lqrl- co JIM � fr 24149 ISTD ONAL�'� EXPIRES 2/1/2022 Project Project No. Drawn By It Date 11.16.2021 Sheet S3 12"x18" PLOT = 1/2 SCALE SELECTED CREDIT SELECTIONS 6.0 REQUIRED HEATING 2 3 OPTION FUEL NORMALIZATION DESCRIPTIONS <500 2 HEAT PUMP 35 45 EQUIPMENT LISTED IN TABLE C40.3.3.2(1) OR C403.3.2(2) 1.0 ENERGY 35 40 OPTION DESCRIPTION CREDIT(S) 30 AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2.1: 45 55 COMPLIANCE IS BASED ON R402.4.1.2: REDUCE THE TESTED AIR LEAKAGE TO 3.0 AIR CHANGES PER HOUR 1501-2000 2.1 MAXIMUM AT 50 PASCALS AND 50 60 ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION M1507.3 OF THE .5 40 INTERNATIONAL RESIDENTIAL CODE OR SECTION 403.8 OF THE INTERNATIONAL MECHANICAL CODE SHALL 55 65 BE MET WITH A HIGH EFFICIENCY FAN(S) (MAXIMUM 0.35 WATTS / CFM), NOT INTERLOCKED WITH THE 2501-3000 45 FURNACE FAN (IF PRESENT). VENTILATION SYSTEMS USING A FURNACE INCLUDING AN ECM MOTOR ARE 60 70 ALLOWED, PROVIDED THAT THEY ARE CONTROLLED TO OPERATE AT LOW SPEED IN VENTILATION ONLY MODE 3001-3500 50 BROAN AE5011ODC FAN 65 3.5 HIGH EFFICIENCY HVAC EQUIPMENT 3.5: 35014000 55 AIR -SOURCED, CENTRALLY DUCTED HEAT PUMP WITH A MINIMUM HSPF OF 11.0 1.5 80 HEAT PUMP MODEL: CARRIER 38MAQB30R-3 HEAT PUMP (11.0 HSPF) 4001-4500 60 AIR HANDLER MODEL: CARRIER 915SB3004OE14 75 85 HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM OPTION 4.2 4501-5000 4.2 75 80 90 HVAC EQUIPMENT AND ASSOCIATED DUCT SYSTEM(S) INSTALLATION SHALL COMPLY WITH THE 1.0 REQUIREMENTS OF SECTION R403.3.7. LOCATING SYSTEM COMPONENTS IN CONDITIONED CRAWL SPACES IS NOT PERMITTED UNDER THIS OPTION. ELECTRIC RESISTANCE HEAT AND DUCTLESS HEAT PUMPS ARE NOT PERMITTED UNDER THIS OPTION. DIRECT COMBUSTION HEATING EQUIPMENT WITH AFUE LESS THAN 80% IS NOT PERMITTED UNDER THIS OPTION. EFFICIENT WATER HEATING 5.5: 5.5 WATER HEATER SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: ELECTRIC HEAT PUMP WATER HEATER 2.0 MEETING THE STANDARDS FOR TIER III OF NEAA'S ADVANCED WATER HEATING SPECIFICATIONS HEAT PUMP WATER HEATER MODEL: RHEEM PRO H50 T2 RU350BM 6.0 SELECTED ENERGY CREDIT SELECTIONS 2018 IRC WHOLE HOUSE VENTILATION INFORMATION WASHINGTON STATE AMMENDED WHOLE HOUSE VENTILATION SYSTEM IRC M1505.4 WHOLE HOUSE VENTING USING EXHAUST FANS WHOLE HOUSE VENTILATION RATE: 70 CFM. FROM TABLE M1505.4.3(1) CONTINUOUS OPERATION KEY REQUIREMENTS OF EACH SYSTEM: A CLEARLY VISIBLE LABEL SHALL BE AFFIXED TO THE CONTROLS THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS)." IRC M1505.4.1.1: WHOLE HOUSE VENTILATION SUPPLY AND EXHAUST FANS SHALL HAVE A MINIMUM EFFICACY AS PRESCRIBED IN THE WA STATE ENERGY CODE WHOLE HOUSE FANS SHALL BE RATED AT NO LESS THAN THE MINIMUM AIRFLOW RATE REQUIRED BY SECTION M1505.4.3.1 VENTILATION FANS SHALL BE RATED FOR SOUND AT A MAXIMUM OF 1.0 SONE IRC M1505.4.1.2 EXHAUST FANS SHALL BE DUCTED OUTSIDE DIRECTLY EXHAUST FANS SHALL TO LIMIT THE PRESSURE DIFFERENCE TO THE OUTSIDE AND EQUIPPED WITH BACK DRAFT DAMPERS PER WA STATE ENERGY CODE EXHAUST FANS SHALL BE RATED AND TESTED IN ACCORDANCE WITH THE AIRFLOW AND SOUND RATING PROCEDURES OF THE HOME VENTILATING INSTITUTE IRC M1505.4.1.3: SUPPLY FANS SHALL SUPPLY OUTDOOR AIR FROM INTAKE OPENINGS IN ACCORDANCE WITH IMC SECTIONS 401.4 AND 401.5 IRC M1505.4.2: WHOLE HOUSE VENTILATION SYSTEM SHALL BE CONTROLLED WITH SWITCHES, TIMERS OR OTHER MEANS THAT PROVIDE AUTOMATIC OPERATION OF THE VENTILATION SYSTEM WITH READY ACCESS BY THE OCCUPANT. CONTROLS SHALL PROVIDED TO OVERRIDE SYSTEM IN TIMES OF POOR AIR QUALITY. CONTROLS SHALL INCLUDE PERMANENT TEXT OR A SYMBOL INDICATING THEIR FUNCTION. SUGGESTED "LEAVE ON UNLESS OUTDOOR AIR QUALITY IS VERY POOR" MANUAL CONTROLS SHALL BE READILY ACCESSIBLE. WHOLE HOUSE VENTILATION SYSTEMS SHALL BE CONFIGURED TO OPERATE CONTINUOUSLY EXCEPT WHERE INTERMITTENT OFF CONTROLS AND SIZING ARE PROVIDED PER SECTION M1505.4.3.2 NOTE: THE ABOVE NOTES ARE EXCERPTS FROM THE CODE. FOR COMPLETE DETAILS, YOU MUST REFER TO THE CODE SECTIONS FOR TOTAL COMPLIANCE. TABLE M1505A.3(1) WHOLE HOUSE MECHANICAL VENTILATION AIR FLOW RATE (FT BEDROOMS 0) 0-1 2 3 4 5 OR MORE <500 30 30 35 45 50 500-1000 30 35 40 50 55 1001-1500 30 40 45 55 60 1501-2000 35 45 50 60 65 2001-2500 40 50 55 65 70 2501-3000 45 55 60 70 75 3001-3500 50 60 65 75 80 35014000 55 65 70 80 85 4001-4500 60 70 75 85 90 4501-5000 65 75 80 90 95 TABLE M1505AA(1 MINIMUM LOCAL EXHAUST RATES AREA TO BE VENTILATED VENTILATION RATES KITCHENS 100 CFM INTERMEDIATE OR M 30 CFM CONTINUOUS BATHROOMS - 50 CFM INTERMITTENT OR TOILET ROOMS 20 CFM CONTINUOUS REFFANNREQUIREMENTSIA�NDDUCTSYSTEEXHAUST MECHANICAL SYSTEMS Electrical 60. Electrical Connections. Equipment electrical connection shall be regulated in accordance with the adopted state electrical code. Exceptions: 1. Means of disconnect. Independent means of disconnect for the electrical supply to each piece of equipment shall be provided in sight of the equipment served when the supply voltage exceeds 50 volts. 2. Service Receptacle. A 120 -volt service receptacle shall be located within 25 feet of, and on the same level as, the equipment. 3. Illumination. Permanent switch controlled lighting shall be installed for maintenance of equipment. The lighting shall provide sufficient illumination to safely approach the equipment and perform maintenance. Control of the lighting shall be provided at the access entrance. Equipment 61. Mechanical Equipment.. Equipment shall be approved by the building official for safe use or comply with applicable nationally recognized standards as evidenced by the listing and label of an approved agency. Listed appliances. The installer shall leave the manufacturer's installation and operating instructions attached to the appliance. Clearances of listed appliances from combustible materials shall be as specified in the listing or on the rating plate. 62. Water Heaters. Fuel burning water heaters shall not be installed in bathrooms or in a closet with access only through a bedroom or bathroom. Exceptions: 1. Water heaters installed having direct vent systems. 2. Water heaters installed in a closet that has a weather-stripped solid door with an approved door closing device, and designed exclusively for the water heater and where all air for combustion and ventilation is supplied from the outdoors. 3. Water heaters of the automatic storage type installed as a replacement in a bathroom, when specifically approved, properly vented and supplied with adequate combustion air. Heating system Water heaters shall be installed in accordance with the manufacturers installation instructions and the requirements of this code. Water heaters shall be anchored against movement and overturning in accordance with M1307.2. Gas-fired water heaters shall conform to the requirements in Chapter 24. with UL 174. Oiled -fired water heaters shall comply with UL 732 Prohibited locations: Fuel -fired water heaters shall not be installed in a room used as a storage closet. Water heaters located in a bedroom or bathroom shall be installed in a sealed enclosure so that combustion air will not be taken from the living space. Installation of direct -vent water heaters within an enclosure is not required. M2005.2. 64. Listing Required. All furnaces shall be listed and labeled by an approved agency and installed to listed specifications. Location 65. Installation Per Listing. Equipment shall be located as required in Section M1307 & M1308, IRC, specific requirements elsewhere in the IRC and the conditions of the equipment's approval. 66. Prohibited Location. Fuel -burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom, or in a room, compartment or alcove opening directly into any of these, except direct vent equipment, electric heat furnaces and other conditions noted in In areas subject to flooding, equipment which would be damaged or create hazardous conditions if subjected to inundation shall not be installed at or below grade unless suitably protected by elevation or other approved means. 67. Liquefied petroleum gas burning appliances shall not be installed in a pit, an underfloor space, below grade or similar location where vapors or fuel might unsafely collect unless an approved method for the safe collection, removal and containment or disposal of the vapors or fuel is provided. 68. Clearances. Furnaces within compartments or alcoves shall be accessed by an opening or door & an unobstructed passageway not less than 24" wide & large enough to allow removal of the largest appliance in the space provided there is a level service space not less than 30" deep & the height of appliance, but not less than 30" at the front of service side of the appliance with the door open. Section M1305.1 AND M1305.1.1, IRC. 70. Support. Appliances designed to be in a fixed position shall be securely fastened in place. Supports for appliances shall be designed and constructed to sustain vertical and horizontal loads within the stress limitations in the building code. Section M1307.2, IRC. 71. Mechanical System in Garage. A. Protection from damage. Equipment shall not be installed in a location where it is subject to mechanical damage unless protected by approved, substantial barriers. Section M1307.3.1. B. Elevation of ignition source. Heating or cooling equipment located in a garage and which generates a glow, spark, or flame capable of igniting flammable vapors shall be installed with the pilots and burners or heating elements and switches at least 18 inches above the floor level. Section M 1307.3 Venting and Combustion Air 73. All fuel burning equipment shall be provided with combustion air. Appliances located within the building envelope shall obtain combustion air from outdoors. Heating equipment located within the Building Envelope shall be thermally isolated from the heated area. Chapter 17 IRC 74. Every appliance designed to be vented shall be connected to a venting system complying with Chapter 18, IRC, 75. Every factory -built chimney, Type L vent, Type B gas vent, or Type BW gas vent shall be installed in accordance with the terms of its listing, manufacturer's instructions, and the applicable provisions of Chapter 18, IRC. 76. Vent connectors shall be installed within the space or area in which the appliance is located and shall be connected to a chimney or vent in such a manner as to maintain the clearance to combustibles per Section M1803.3.4 and Table M1306.2 IRC. and Figure M1306.1 IRC 77. Type B or BW. Type B or BW gas vent shall terminate per M1804 IRC Duct work 78. Duct systems shall be of metal as set forth in Table M1601.1.1(2) IRC factory made air ducts complying with Chapter 16, IRC. Joints and seams shall be substantially airtight by means of tapes, mastics, gaskets or other means. 2018 WASHINGTON STATE ENERGY CODE: E1. Access Hatches and Doors. Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weather-stripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Access shall be provided to all equipment which prevents damaging or compressing the insulation. A wood framed or equivalent baffle or retainer must be provided when loose fill insulation is installed. Section R402.2.4. WSEC INSULATION: All insulation materials, including facings such as vapor barriers or breather papers, installed within floor/ceiling assemblies, roof/ceiling assemblies, walls, crawl spaces, or attics shall have a flame -spread rating not to exceed 25 and a smoke density not to exceed 450 Exceptions: 1. Foam plastic insulation shall comply with Section R316, IRC. 2. When such materials are installed in concealed spaces, the flame spread and smoke -developed limitations do not apply to the facing, provided that the facing is installed in substantial contact with the unexposed surface of the ceiling, floor, or wall finish. 3. Cellulose insulation shall comply with Section R302.10.3 IRC E2. Insulation Clearances. Where required, insulation shall be installed with clearances according to manufacturer's specifications. Insulation shall be installed so that required ventilation is unobstructed. For blown or poured loose fill, clearances shall be maintained through installation of a permanent retainer. E3. Roofs/Ceilings. Open blown or poured loose fill insulation may be used where the slope of the ceiling is not more than 3:12 and there is more than 30 inches from the top of the ceiling framing to the underside of the roof sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air P 9 above the surface of the insulation. Baffles shall be rigid material, resistant to wind driven moisture. Section R402.2.1.1 WSEC Refer to Section R806 IRC for additional information. E4. Walls. Insulation installed in exterior walls shall comply with the provisions of this section. All wall insulation shall fill the entire framed cavity. Exterior wall cavities isolated during framing shall be fully insulated to the levels of surrounding walls. All faced insulation shall be face stapled to avoid compression. Table R402.4.1.1 WSEC Vapor retarders shall be installed on the warm side (in winter) of the insulation Section IRC R702.7 E5. Floors. Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is no more than 24 inches on center. Foundation vents shall be placed so that the top of the vent is below the lower surface of the floor insulation. Section R402.2.7 WSEC E6. Slab on grade floors. The minimum thermal resistance (R -Value) of the insulation around the perimeter of unheated or heated slab -on -grade floors shall be as specified in Table R402.1.1. The insulation shall be placed on the outside of the foundation or on the inside of the foundation wall. The insulation shall extend downward from the top of the slab for a minimum distance as shown in the table or to the top of the footing, whichever is less, or downward to at least the bottom of the slab and then horizontally to the interior or exterior for the total distance shown in the table. A two inch by two inch (maximum) pressure treated nailer may be placed at the finished floor elevation for attachment of interior finish materials. Radiant Slabs. The entire area of a radiant slab shall be thermally isolated from the soil with a minimum of R-10 insulation. The insulation shall be an approved product for its intended use. E7. Below Grade Walls. Below grade exterior wall insulation (cold side of the wall) shall extend from the top of the below grade wall to the top of the footing and shall be approved for below -grade use. Above grade insulation shall be protected. Insulation used on the interior (warm side of the wall) shall extend from the top of the below -grade wall to the below -grade floor level. Section R402.2.8 WSEC E8. Roof/Ceiling assemblies where the ventilation space above the insulation is less than an average of 12 inches shall be provided with a vapor retarder. Faced batt insulation where used as a vapor retarder shall be face stapled. Single rafter joist vaulted ceiling cavities shall be of sufficient depth to allow a minimum one inch vented air space above the insulation. Vapor retarders are not required where the ventilation space above the insulation averages 12 inches or greater or where the insulation is installed between the roof membrane and the structural roof deck. E9. Walls separating conditioned space shall have a vapor retarder installed. Faced batt insulation shall be face stapled. E10. Floors separating conditioned space from unconditioned space shall have a vapor retarder installed with a one perm dry cup (4 ml.) rating or less. E11. Ground cover of six mil (0.006" thick) black polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover shall be overlapped 12" minimum at the joints and shall extend to the foundation wall. Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab floor with minimum thickness of 3-1/2 inches. E12. Air Leakage Control. Seal all exterior openings Section R402.4 A. Exterior doors and windows shall be designed to limit air leakage into or from the building envelope, except for assemblies that are required to be of fire -resistive construction. B. Exterior joints around windows and door frames, openings between walls and foundation, between roof and wall panels; openings at penetrations of util ity services through wall, floors and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed, or weather stripped. All other openings shall be sealed , caulked, gasketed or weather-stripped to limit air leakage. C. Site constructed doors and windows are not required to be tested, but shall be made tight fitting. Fixed lights shall be stopped with salient all around. Operating sash shall have weather-stripping working against overlapping trim, and a latch which will hold the sash closed. D. Recessed Light Fixtures. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and the ceiling cavity, and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC, installed inside a sealed box constructed from a min. 1/2 inch thick gypsum wall board, or constructed from a preformed polymeric vapor barrier, or other air tight assembly manufactured for this purpose. 3. Type IC rated, certified under ASTM E283 to have no more than 2.0 cfm air movement from the conditioned space to the ceiling cavity. The lighting fixture shall be tested at 75 Pascals or 1.57 lbs/ft2 pressure difference and have a label attached, showing compliance. Section R402.4.5 WSEC E14. Duct Construction. All duct work shall be constructed in accordance with standards RS -15, RS -16, RS -17, RS -18, RS -19, or RS -20, as applicable, and the International Mechanical Code. Section R403.3 WSEC E15 R403.1 At least one thermostat shall be provided for each separate heating and cooling system. Programable per R403.1.1 ENERGY NOTES: - DUCT TESTING REQUIRED PER WSEC R403.3.3 - BUILDING AIR LEAKAGE TESTING REQUIRED PER WSEC R402.4.1.2 (SEE NOTE THIS PAGE) - HVAC CONTROLS WITH PROGRAMMABLE SCHEDULE PER WSEC R403.1.1 - A MINIMUM OF 90% OF PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY PER R404.1 - INSULATION MARKERS SHALL BE PLACED EVERY 300 S.F. IN THE ATTIC AND FACE TOWARD THE ATTIC ACCESS PER WSEC R401.3: A CERTIFICATE IS TO BE POSTED IN SPACE THE SPACE WHERE THE FURNACE IS LOCATED, UTILITY ROOM OR ON AN APPROVED LOCATION INSIDE THE BUILDING. WHEN LOCATED ON THE ELEC. PANEL, THE CERTIFICATE SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, DISCONNECT LABEL OR OTHER REQ'D LABELS. 1. R -VALUES OF ALL INSULATION INSTALLED (ATTIC, FLOOR, WALLS, DUCT WORK OUTSIDE OF CONDITIONED SPACE, ETC.) 2. U -FACTORS AND SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION 3, TYPE OF HEATING 4. TYPE OF COOLING (IF ANY) 5. TYPE OF WATER HEATING EQUIPMENT. 6. DUCT LEAKAGE RATES - INCLUDING TEST CONDITIONS & AIR LEAKAGE RESULTS IF A BLOWER DOOR TEST WAS CONDUCTED. A COPY OF THE WSEC 2018 CERTIFICATE CAN BE FOUND AT: http: //www.energy.wsu.edu/BuildingEfficiency/En erg yCode. asp x ALL HEADER MEMBERS ARE TO BE INSULATED WITH R-10 RIGID INSULATION UNLESS THE HEADER MEMBER IS 5-1/2" IN WIDTH FRESH AIR IN HABITABLE ROOMS SHALL BE PROVIDED THROUGH WINDOWS, DOORS, SKYLIGHTS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY CONTROALLABLE BY THE BUILDING OCCUPANTS. THE OPENABLE AREA TO THE OUTDOORS SHALL NOT BE LESS THAN 8% OF THE FLOOR AREA BEING VENTILATED. R303.1 ALL DOORS ARE TO BE UNDERCUT 1/2" WHERE SEPARATED FROM EXHAUST SOURCE (R1507.3.4.4) WALL CORNER INSULATION: CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS SHALL BE INSULATED BY COMPLETELY FILLING THE CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE OF R-3 PER INCH, MINIMUM. NO VOIDS PIPE INSULATION NOTE Ci111IA1107522 0 INSULATION FOR HOT WATER PIPES, BOTH WITHIN AND OUTSIDE THE CONDITIONED SPACE, SHALL HAVE A MINIMUM THERMAL RESISTANCE OF R-3 EXCEPTION: PIPE INSULATION IS PERMITTED TO BE DISCONTINUOUS WHERE IT PASSES THROUGH STUDS, JOISTS OR OTHER STRUCTURAL MEMBERS AND WHERE THE INSULATED PIPES PASS OTHER PIPING, CONDUIT OR VENTS, PROVIDED THE INSULATION IS INSTALLED TIGHT TO EACH OBSTRUCTION. dan@brobstdesignworks.com 206.409.6690 U) w cii Q M H o O U z U � cii Q R;: U � °O w o N Z w REVISED SCALE 11.16.2021 DATE 2018 ENERGY COMPUTER FILE NAME N1 WHOLE HOUSE FAN SIZING I I �� NUMBER O W C0 00 O IT - 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) These requirements apply to all IRC building types., including detached one- and trio -fancily dwellings and multiple single-family dwellings (townhouses). Project Information j Contact Information Century Communities - typical enercy credits Dan Brobst - Designer. Brobst Design Works Instructions: This single-family project will use the requirements of the Prescriptive Pati( below and incorporate the minimum values listed. Based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant_ Provide all information from the following tables as building permit drawings: Table 8402.1- insulation and Fenestration Requirements by Component, Table R406.2 - Fuel Normalization Credits and 406.3 - Energy Credits. Authoraed Represenrotilve ire All Climate Zones (Table RW2.Li) "ffll mKRIN5 M23MM Efficient Building Envelope Efficient Building Envelope R -Value ' U -Factor " Fenestration U -Factor t, n/a __nLa 0.30 Skylight U -Factor 0 0-50 Glazed Fenestration SHGC n/a n/a Ceiling ° 491 0.026 Wood Frame Wall F" 21 int 0.056 Floor 30 0-029 Below Grade Wall 10/15/21 int + TB 0.042 Slab 0 R -Value & Depth 10, 2 ft n/a 3.4 R -values are minimums. f1 -factors and SHGC are maximums. When insulation is installed in a cavity that is less a than the label or design thickness of the insulation, the compressed R -value of the insulation from Appendix 3.5 Table A101.4 shall not be less than the R -value specified in the table. b I The fenestration IPfactor column excludes skylights. 3.6' "10/15/21 +5TB" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on 2.0 the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at c the interior of the basement wall. "10/15/21 +5TB" shall be permitted to be met with R-13 cavity insulation on 0-5 the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall_ "5TB" 4.2 means R-5 thermal break between floor slab and basement wall. d I R-10 continuous insulation is required under heated slab on grade floors. See Section 8442.2.9.1. MMEM■ For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth e extends over the top plate of the exterior wall. EM■E■ R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter f slab insulation when applied to existing slabs complying with Section 8503.1.1. if foam plastic is used, it shall 0.30 meet the requirements for thermal (farriers protecting foam plastics. p7ndO�lee � For log structures developed in compliance with Standard ICC 404, cog walls shall meet the requirements for l; chmare zone 5 of ICC 400 - Int. (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard h framing 16 inches on center, 78% of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 202 1) Each dwelling unit in a res idential building shall comply with sufficient options frorn Table R406.2 (fuel normalization credits) and Table 406.3 (energy credits) to achieve the following minimum number of credits- To claim this credit, the building permit drawings shall specify the option selected and the maximum tested building; air leakage, and show the qualifying ventilation system and its control sequence of operation_ 1_ Small Dwelling Unit: 3 credits Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area. Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf. 2. Medium Dwelling Unit: b credits All dwelling units that are not included in ##1 or #3 3. Large Dwelling Unit: 7 credits Dwelling units exceeding 5,000 sf of conditioned floor area 4- Additions less than 500 square feet: 1.5 credits All other additions shall meet 1-3 above Before selecting your credits on this Summary table, review the detaits in Table 406.3 (Single Family), on page 4. Summary of Table R406.2 Heating Fuel FormalizationCredits - select ONE User Options Descriptions heating option Notes 1 Combustion heating minimum NAECA° 0-0 O 2 Heat pump` 10 @ 3 Electric resistance heat only - furnace or zonal -1.0 O 4 DHF with zonal electric resistance per option 3.4 0.5 O 5 All other heating systems 4.0 0 Energy Credits - select ONE Energy Credit Option Descriptions energy option from each Options ratpanry 0 1.1 12 "ffll mKRIN5 M23MM Efficient Building Envelope Efficient Building Envelope 0.5 1.0 O O 1.3 0-5 O 1.4 Efficient Building Envelope 1.0 0 1.5 Efficient Building Envelope 2.0 Q 1.6 Efficient Building Envelope 3.0 O 1.7 Efficient Building Envelope 0-S O 2.1 Air Leakage Control and Efficient Ventilation 0.5 @ 2-2 2.3 Air Leakage Control and Efficient Ventilation Air Leakage Control and Efficient Ventilation 1.0 1-5 O O 24 Air Leakage Control and Efficient Ventilation 2.0 O 3.1' High Efficiency HVAC 1.0 o 3.2 High Efficiency HVAC 1.0 O 3.3' High Efficiency HVAC 1-5 O 3.4 High Efficiency HVAC 1.5 O 3.5 Hi h Efficieng HVAC 1.5 0 3.6' High Efficiency HVAC 2.0 O 4.1 High Efficiency HVAC Distribution System 0-5 O 4.2 High Efficiency HVAC Distribution System 1.0 0 Window, Skylight and Door Schedule Pror'ed inktrr► 6w P.an 2355 Century Communities Ref. U -factor Exempt Swinging Door (24 sq. ft. max.) B Exempt Glazed Fenestration (15 sq. ft_ max.) Vertical Fenestration (Windows and doors) Component Descrinlion Ref- U -factor Vinyl Sliding glass door 1 0.30 Vinyl Window 2 0.30 Vinyl Window 3 0.30 Vinyl Window 4 0.30 Vinyl Window 5 0.30 Vinyl Window 6 0.30 ! ! 1 11 11 111 31.85 6,1= =MEMO tri 11 111 0.5 1 1, X Area 1 11 EMOME 111 132-151 idea meaxew,v =MEMO ® 1 11 NOME F -Factor X Lengtfr EEEEE lnstrucdane srea x -mere No select-ct+r 1W--- MMEM■ Location of Duds EM■E■ Front Door Irbbnseaone 0.30 p7ndO�lee � w �r Overhead Glazing (Skylights) Component Contact infomiaborr Dan Brobst Brobst Design Works 206.409.6690 dan brobstdesignworks-corn Width Height Ot. Feet 'f Feet 1 12 S Width Height Ot. Feet "'�" Feet "'' ==OMS # 11 ! r 11 ==EM■I 11 •� r 11 Efficient Water Heating 1.5 11 111 !! ®EM 2-0 I --. U-FadOr ! ! 1 11 11 111 31.85 6,1= =MEMO tri 11 111 0.5 1 1, X Area 1 11 EMOME 111 132-151 idea meaxew,v =MEMO ® 1 11 NOME F -Factor X Lengtfr EEEEE lnstrucdane srea x -mere No select-ct+r 1W--- MMEM■ Location of Duds EM■E■ Irbbnseaone EMEE■ p7ndO�lee � w �r =MEMO L.00 EM■E■ 288.E5 EMEME Ewelo a Heat Load 1i 819 -L, - dour MEMO EM■M■ Sum of Vertical Fenestration Area and UA Verkal Fenestration Area Weighted U = UAIArIea Description Ref. 41cith Height Qt. Feet Ire Feet "`�' Sum of Overhead Glazing Area and UA Overhead Glazing Area Weighted U = UAJArea Total Sum of Fenestration Area and UA (for heating system sizing calculations) Area UA ® # 11 ! r 11 Area UA 248 0 74A0 0.30 Area UA i1 111 ! r 11 ! 1 11 •� r 11 Efficient Water Heating 1.5 11 111 !! 111 2-0 Q --. U-FadOr ! ! 1 11 11 111 31.85 6,1= !1 tri 11 111 0.5 1 1, X Area 1 11 11 111 132-151 idea meaxew,v w ® 1 11 248 0 74A0 0.30 Area UA i1 111 11 111 11 111 1 1 fur Efficient Water Heating 1.5 11 111 1 26931 74.4(] 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Energy OptJ*FTS 5.10 5.2 Summary of Table R486.2 (cont.) Credits - select ONE Energy Credit 0ption Descriptions (tont.) energy option from User Notes each ca egory° Effkient Water Heating 0.5 C1 Efficient Water Heating 0.5 O 5.3 Efficient Water Heating 1.0 O X Area = 5.4 Efficient Water Heating 1.5 O U-Fackw 5.5 Efficient Water Heating 2-0 Q --. U-FadOr 5.6 1 Efficient Water Heating 2.5 O 31.85 6,1= Renewable Electric Energy (3 credits max) 1.0 Q � 0.5 ❑ L-Lai)l X Area 7.1 Appliance Package Total Credits CLEAR FORM a. An alternative heating Source sized at a maximum of 0.5 W/sf (equivalent) of heated floor area or 500 W, whichever is bigger, may be installed in the dwelling unit. In. Equipment listed in Table C403.3.2(4) or 0403.3.2(5) c. Equipment listed in Table C403.3.2(1) or 0403-3.2(2) d. You cannot select more than one option from any category EXCEPT in category 5.0ption 5.1 may be combined with options 5.2 through 5.5. See Table 406.3. e- 1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max. See the complete Table R406.2 for all requirements and option descriptions_ �7'1ea ;e print only pages 1 through 3 of thus worksheet fur :u omission to your bu11d111g l_1fftC1�31 simple Heating system size: wasnington state T^ is hexing system song calculator -s based on the Prescriptive Requreme" of the 2013' Washington State Energy Code (WSEC) and + i and S.Th* tool trill caksiWe healing loads only. ACOA procec ures'or siting wiling systems should be used to aoeterrr►ne cao€tyg cocci. Please mnpW* fie green drop -downs and boxes that are apphu"e to your p►oyeel As you make selections n the dmp downs'or ea& section-. sorre values wit be calcu�xed for you. P you do not soe Me selection you need in die drop -town opton. s, please coniact the WSU Energy Program art energyowetSenergy.wsu-edu or !3801958-2042 for assistanoe. Pro c' in.'ormaton C,)ntacr rntarmafion Pian 1356 Dar brawt Cep- r: C4fr munities ErobnDes;gn Work-- Vo_^nir'::ew-Yeim,WA 206-40 6690 darnftrob des-gr.rorks-corn Hfating System Type Q Ail anti To see detailed insbuctians for each seabon- place your cwwi on ft wwd 'MsbuCDom' IIfe111ICSdrN dye.Dew nyr?ae 51 Temperature VI ICfeI,w� ry 1 •I IT-.Yidbvr,-V Woftrl - "n tw .?ezv. ; c -%- Area of Building Conditioned Floor Area Rudnx*" Condq rred Floor Area isq ft) Average Ceiling Height IrPAMCdane Average Ce-ing Height (ft) 13klaz i Doors hwunom Skylights bubucom Iris ulatic- Attic Instrucdarre Single Rafter or Joist Vaulted Ceilings �r struc�c sena it -wake Above Grade Walls rr.•- FiaIm q inetri.rcoone R -2i Lrlrnrafrx � 2.385 Floors Candmoned Volurne 0 21 474 UA U -Factor X Area = UA 0,340 X48 74A0 U-Fackw X Area = UA a.50 0 --. U-FadOr X Area = UA Q O28 443 31.85 U -Factor X Area UA ria ..-,...-� •-.M. � __. U -Factor X Area UA 0.056 2.368 132-151 Floors 10 -Factor X Area UA a-xr s 0.029 1,448 41.99 U W N Z Building and Duct Heat Load 2'_,447 BwfHaHr a:e..:,-Iar:vISry4evlo-3x7. Below Grade Wallsprrgporeri 0 -Factor X Area UA Iresumcbm SsleQ R.gYr ! No selector U C/) Slab Below Grade {sir F -Factor X Len UA irsatrucoone Nc select ce 00 O 14r - ---- idea meaxew,v w Slab on Grade fmM4Pft 1 F -Factor X Lengtfr UA lnstrucdane srea x -mere No select-ct+r 1W--- I� Location of Duds Irbbnseaone Duct LeakW Coefficient p7ndO�lee � w �r L.00 Sum of UA 288.E5 Ewelo a Heat Load 1i 819 -L, - dour rr uT Air Leakage Heat Load 11.928 8w , +our vat wx 0.3xATx0_0r8 Building Design Heat Load 28,447 6w, � rata U W N Z Building and Duct Heat Load 2'_,447 BwfHaHr a:e..:,-Iar:vISry4evlo-3x7. r0 C 'r�i 5Jrn Cr bti„vtnig fear w3 x i Maximum Heat Equipment Output 33,050 awi mw E .:. a w o:.ct .'war i:ss if * All to O, tea aYttmsace Ey-IV Q &W OLIV Real :: s . * =: rcr'iear ostia MiRl O dan@brobstdesignworks.com 206.409.6690 Q U) � w 0 LU Q LL. LU W Z ¢o O J CL(D ZN= U U) CD o � � Z W REVISED SCALE 11.16.2021 DATE 2018 ENERGY COMPUTER FILE NAME N1 1 ■ SHEET NUMBER t- 00 O 00 M O O U W N Z J CD CV LU w U C/) U Q � Q 00 O 14r - co IT - REVISED SCALE 11.16.2021 DATE 2018 ENERGY COMPUTER FILE NAME N1 1 ■ SHEET NUMBER 2018 IRC CODE GROUP R-3 OCCUPANCY Wind and Snow load factors may vary based on geographical location. GENERAL DEFINITION: Habitable Space (room) is space in a structure for living, sleeping, eating or cooking. Bathrooms, toilet compartments, closets, halls, storage or utility space and similar areas, are not considered habitable space. Section R202, IRC 1. Ceiling Heights. IRC R305.1 Habitable rooms, hallways, corridors, bathrooms, toilet rooms, laundry rooms and basements shall have a ceiling height of not less than 7 feet. The required height shall be measured from the finished floor to the lowest projection from the ceiling. Exceptions: 1. Beams and girders spaced not less than 4 feet on center may project not more than 6 inches below the required ceiling height. 2. Ceilings in basements without habitable spaces may project to within 6'-8" of the finished floor, and beams, girders, ducts or other obstructions may project to within 6'-4" of the finished floor. 3. Not more than 50% of the required floor area of a room or space is permitted to have a sloped ceiling less than 7 feet in height, with no portion of the required floor area less than 5 feet in height. 4. Bathrooms shall have a min. ceiling height of 6'-8" over the fixture and at the front clearance area for fixtures. A shower or tub equiped with a showerhead shall have a min. ceiling height of 6'-8" above a min. area 30"x30" at the showerhead. LIGHT, VENTILATION AND SANITATION 1. All habitable rooms shall be provided with aggregate glazing area of not less than 8% of the floor area of such rooms. Natural ventilation shall be through windows, doors, louvers or other approved openings to the outdoor air. Such openings shall be provided with ready access or shall otherwise be readily controllable by the occupants. IRC Section R303.1 Exceptions provided per IRC Section R303.1 2. Ventilation. Group R Occupancies shall be provided with ventilation systems which comply with Section 303 The point of discharge for mechanical ventilating systems shall be at least 3 feet from any opening which allows air entry into occupied portions of the building. M1506.3 Refer to additional exhaust ventilation requirements in Section R303.3 for bathrooms and water closets. See Chapter 15 for kitchens & laundry room requirements. 3. Range & Dryer Vents. Ducts used for domestic kitchen range ventilation and clothes dryers exhaust shall be of metal and have smooth interior surfaces. Ducts shall be substantially airtight and shall comply with the provisions of Chapter 15, IRC. Exhaust ducts shall terminate outside the building and be equipped with back draft dampers. IRC Sections M1501, M1502 & M1503 4. Moisture Exhaust Ducts. Moisture exhaust ducts for domestic clothes dryers shall terminate on the outside of the building and shall be equipped with a back -draft damper. Screens shall not be installed at the duct termination. Ducts for exhausting clothes dryers shall not be connected or installed with sheet metal screws or other fasteners which will obstruct the flow. Clothes dryer moisture exhaust ducts shall not be connected to a gas vent connector, gas vent or chimney. Clothes -dryer moisture exhaust ducts shall not extend into or through ducts or plenums. Length Limitation. Unless otherwise permitted or required by the dryer manufacturer's installation instructions and approved by the building official, domestic dryer moisture exhaust ducts shall not exceed a total combined horizontal and vertical length of 35 feet, with reductions for elbows per IRC TABLE M1502.4.5.1 IF FITTINGS ARE USED, THE MAX. LENGTH SHALL BE REDUCED TO BE PER DRYER OR THE DRYER EXHAUST DUCT POWER VENTILATOR MANUFACTURER'S INSTALLATION THE DUCT SHALL BE A MINIMUM OF 4" DIAMETER, 0 FMETAL OR APPROVED MATERIAL WITH SMOOTH SURFACE 5. Water Closet Space Requirements. The water closet stool in all occupancies shall be located in a clear space not less than 30 inches in width, with a clear space in front of the stool of not less than 24" 6. Tub & Shower Walls. When gypsum is used as a base for tile or wall panels for tub, shower or water closet compartment walls, water-resistant gypsum backing board shall be used. Regular gypsum wallboard is permitted under tile or wall panels in other wall and ceiling areas Bathtub and shower floors and walls above bathtubs with installed shower heads and in shower compartments shall be finished with a nonabsorbant surface. such wall surfaces shall extend to a height of not less than 6 feet above the floor Water-resistant gypsum board shall not be used in the following locations: a) Over a vapor retarder. b) In areas subject to continuous high humidity, such as saunas, steam rooms or gang shower rooms. c) On ceilings where frame spacing exceeds 12 inches on center. FOUNDATIONS 7. Slope Limits. Cut slopes for permanent excavations shall be not steeper than 2 horizontal to 1 vertical and slopes for permanent fills shall be not steeper than 2 horizontal to 1 vertical unless substantiating data justifying steeper slopes are submitted. Deviation from the foregoing limitations for slopes shall be permitted only upon the presentation of a soil investigation report acceptable to the building official. 8. Setbacks from Slopes. Foundation setbacks from ascending and descending slopes shall comply with IRC Figure R403.1.7.1 9. Stepped Foundations. Foundations for all buildings where the surface of the ground slopes more than 1 foot vertical in 10 feet horizontal shall be level or shall be stepped so that both top and bottom of such foundation are level. IRC Section R403.1.5 10. Pier Footings. Individual concrete pier footings shall project minimum of 8 inches above exposed ground unless the columns or posts are of approved wood of natural resistance to decay or of treated wood. Exterior concrete piers shall be 12" minimum below grad or to bearing soil whichever is greater 11. Column and Posts Supports. Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting above floors unless approved wood of natural resistance to decay or treated wood is used. The pedestals shall project at least 6 inches above exposed earth and at least 1 inch above such floors. 12. Under -floor Clearance & Access. When wood joists or the bottom of wood structural floors without joists are located closer than 18 inches or wood girders are located closer than 12 inches to exposed ground in crawl spaces or unexcavated areas located within the periphery of the building foundation, the floor assembly, including posts, girders, joists and subfloor, shall be approved wood of natural resistance to decay as listed in IRC Section R317.1 or treated wood. When the above under -floor clearances are required, the under -floor area shall be accessible. Accessible under -floor areas shall be provided with a minimum 18 inch -by -24 inch opening unobstructed by pipes, ducts and similar construction. All under -floor access openings shall be effectively screened or covered. Pipes, ducts and other construction shall not interfere with the accessibility to or within under -floor areas. IRC Section R408.4 13. Under -floor Ventilation. Under -floor ventilation, minimum net area of 1 square foot for each 150 square feet of under floor area, one opening shall be located within 3' of each corner of the building and shall provide cross ventilation. The openings shall be covered with one-quarter inch corrosion resistant wire mesh. IRC Section R408.2 FRAMING 14. Quality & Identification. All lumber, wood structural panels, particleboard, structural glued -laminated timber, end -jointed lumber, fiberboard sheathing (when used structurally), hardboard siding (when used structurally), piles and poles regulated by this chapter shall conform to the applicable standards and grading rules specified in the UBC and shall be so identified by the grade mark or a certificate of inspection issued by an approved agency. All preservative treated wood required to be treated under Section R317 shall be identified by the quality mark of an approved inspection. 15. Foundation Cripple Walls. Foundation cripple walls shall be framed of studs not less in size than the studding above with a minimum length of 14 inches, or shall be framed of solid blocking. When exceeding 4 feet in height, such walls shall be framed of studs having the size requirements for an additional story. Solid blocking or wood structural panels may be used to brace cripple walls having a stud height of 14 inches or less. Cripple walls having a stud height exceeding 14 inches shall be braced in accordance with Section R602.9, IRC. 16. BEARING: the ends of each floor joist shall have not less than 1-1/2 inches of bearing on wood or metal, nor less than 3 inches on masonry except where supported on a 1 x 4 ribbon strip nailed to adjoining stud. Section R502.6, IRC. 17. Supporting Bearing Partitions. Supporting bearing partitions perpendicular to floor joists shall not be offset from supporting girders, walls, or partitions more than floor joist depth. Floor joists under and parallel to bearing partitions shall be doubled. 18. Cutting, Notching and Boring. A. Notches on ends of rafters and ceiling joists shall not exceed one-fourth of the depth. Holes bored in rafters or ceiling joists shall not be within 2 inches of the top or bottom, and their diameter shall not exceed one-third the depth of the member. Notches in the top or bottom of the rafter or ceiling joist shall not exceed one-sixth the depth and shall not be located in the middle third of the span. Sections R602.6, IRC. B. In exterior walls and bearing partitions, any wood stud may be cut or notched to a depth not exceeding 25% of its width. Cutting or notching of studs to a depth of 40% of the stud width is permitted in non-bearing partitions. Section R602.6, IRC. C. Notches in sawn lumber beams shall not exceed one-sixth the beam depth of the member and shall not be located in the middle third of the span. Notches at the ends shall not exceed one-fourth the beam depth. The tension side of sawn lumber beams of 3-1/2 inches or greater thickness shall not be notched except at the ends. D. Manufactured glue laminated beams may not be notched, cut or bored without submission and approval of substantiating calculations from a licensed Structural Engineer. Cutting, Drilling, Notching Structural members shall not be cut, bored or notched in excess of the limitations specified in IRC Sections: R502.8.1, R602.6, R802.7 19. Bridging and Blocking Wall Framing. Bridging. Unless covered by interior or exterior wall covering or sheathing meeting the minimum requirements of this code, all stud partitions or walls with studs having a height -to -least thickness ratio exceeding 50 shall have bridging not less than 2 inches in thickness and of the same width of the studs fitted snugly and nailed thereto to provide adequate lateral support. Floor Joists. Blocking. Floor joists shall be blocked when required by the provisions R502.7.1 IRC Roof Framing. Blocking. Roof rafters and ceiling joists shall be supported laterally to prevent rotation and lateral displacement. R802.10.3 IRC 20. Post -Beam Connections. Where post and beam or girder construction is used, the design shall be in accordance with the provisions of this code. Positive connection shall be provided to ensure against uplift and lateral displacement. 21. Manufactured Roof Trusses --Sections R802.10.1, IRC. A. Trusses. Stress analysis and drawings/details shall be stamped by an approved State of Washington Registered Engineer. Drawings/details shall be on job site for framing inspection. Pre -manufactured trusses shall be identified by manufacturer's stamp. Girder and field identification of light metal plate connected trusses is required. Information branded, marked, or otherwise permanently affixed to each truss shall contain the following: 1) identification of the truss manufacturing company; 2) the design load; and 3) the truss spacing. Engineering data and details shall be approved by the building official before any field cuts or truss alterations. All roof trusses shall be so framed and tied into the framework and supporting walls so as to form an integral part of the whole building. Roof trusses shall have joints well fitted and shall have all tension members well tightened before any load is placed upon the truss. Diagonal and sway bracing shall be used to brace all roof trusses. B. Girder and Field Assembled Truss. Engineered stress analysis and details shall be submitted to building division for approval. C. Use approved/applicable truss support hangers. 22. Wood Exposed to Weather. All wood exposed to weather, such as wood used for deck framing including decking, railings, joists, beams, and posts shall be naturally durable wood or wood that is preservative treated in accordance with AWPA U1. Section R317, IRC. 23. Guardrails. When decks, landings, stairs, ramps or porches are more than 30 inches above grade or floor below, the building shall be protected by a guardrail not less than 36 inches high with intermediate members spaced such that a sphere 4 inches in diameter cannot pass through. Section R312, IRC 24. Decks. Decks 30 inches or more above grade require a permit. All decks must be designed and constructed in accordance with Section R507 IRC Solid Sheathed Decks and Roofs. Solid sheathed decks and roofs shall be sloped a minimum 1/4 " per foot. When decks or roofs are not sloped to drain over deck or roof edges, roof drains in combination with overflow drain(s) and/or scupper(s) shall be installed. R903.4, R903.4.1 IRC 25. Roofs. Application of roof covering materials shall be in accordance with Section R903 IRC. 26. Roof Ventilation. The net free ventilating area of enclosed rafter or attic spaces shall be not less than 1/150 of the area of each space to be ventilated, except that the area may be 1/300, provided that 50% of the required ventilating area is located at least 3 feet above eave or cornice vents with the balance being provided by the eave or cornice vents, or if a vapor retarder not exceeding a 1 perm rating is installed on the warm side of the attic insulation. The openings shall be covered with corrosion -resistant metal mesh with mesh openings of 1/4 inch max. & 1/16 inch min. Section R806, IRC 27. Flashing & Counter -flashing. At the juncture of the roof and vertical surfaces, flashing and counterflashing shall be provided per the roofing manufacturer's instructions and , when of metal, shall not be less than 0.019- inch (No. 26 ga. galvanized sheet) corrosion -resistant metal. Section R903.2, R903.2.1, R903.2.2 IRC. 28. Attic Space Access Opening. Attic spaces with 30 inches or more in vertical height and an area of 30 square feet or greater. shall be provided with an access opening 22 inches by 30 inches. The opening shall be located in a corridor, hallway or other readily accessible location and have at least 30 inches head room. Section R807.1 IRC EXTERIOR WALLS 29. Exterior Wall Coverings. Exterior wood stud walls shall be covered on the outside with materials and in the manner specified in Section R703, IRC 30. All weather -exposed surfaces shall have a weather -resistive barrier to protect the interior wall covering. Section R703.1 IRC 31. Anchored veneer shall comply with the provisions of Section R703.8, and Table R703.8(1) & (2), Figure R703.8 32. Veneer support shall conform to all standards in Section R703.8.2 IRC GARAGE / CARPORT (occupancy separation) 33. The garage shall be separated from the residence and its attic area by not less than 1/2" type "X" gypsum board applied to the garage side. Garages beneath habitable rooms shll be separated from all habitable rooms above by not less than 5/8" Type X gypsum board or equivalent. Where the separateion is a floor -ceiling assembly, the structure supporting the separateion shall also be protected by not less than 1/2" gypsum board or equivalent. 34. Doors between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb core steel doors not less than 1-3/8" thick, or 20 -minute fire -rated door. Door shall be equipped with self closing hinges 35. In areas where motor vehicles are stored or operated, floor surfaces shall be of noncombustible materials & slope to move liquid away. 36. An occupancy separation need not be provided between residence and a carport having no enclosed uses above, provided the carport is entirely open on two or more sides. MEANS OF EGRESS DEFINITIONS: A means of egress is an exit system that provides a continuous, unobstructed and undiminished path of exit travel from any occupied point in a building or structure to a public way. Such means of egress system consists of three separate and distinct elements: 1.) The exit access, 2.) The exit, and 3.) The exit discharge. Public way is any street, alley, or similar parcel of land essentially unobstructed from the ground to the sky that is deeded, dedicated or otherwise permanently appropriated to the public for public use and having a clear width of not less than 10 feet. 37. Exterior Exit Door. Buildings or structures used for human occupancy shall have at least one exterior exit door with dimensions of 3 feet by 6 feet, 8 inches. Sections R311.2, IRC. 38. Hallways. Width. Hallways shall not be less than 36 inches wide. Section R311.6, IRC. 39. Door Landing. A floor or landing is required on each side of an exterior door. The door may open at a landing that is not more than 7-3/4" inches lower than the floor level, provided the door does not swing over the landing. The landing shall be 36 inches in length minimum. Section R311.3 IRC. 40. WINDOW EGRESS IRC R310.1: Emergency escape and rescue required: Basements, habitable attics and every sleeping room shall have at least one operable emergency escape and rescue opening. Where basements contain one or more sleeping rooms, emergency egress and rescue openings shall be required in each sleeping room. Where emergency escape and rescue openings are provided they shall have a sill height of not more than 44 inches above the floor Where a door opening having a threshold below the adjacent ground elevation serves as an emergency escape and rescue opening and is provided with a bulkhead enclosure, the bulkhead enclosure shall comply with IRC Section R310.3. The net clear opening dimensions required by this section shall be obtained by the normal operation of the emergency escape and rescue opening from the inside. Emergency escape and rescue openings with a finished sill height below the adjacent ground elevation shall be provided with a window well in accordance with IRC Section R310.2. Emergency escape and rescue openings shall open directly into a public way, or to a yard or court that opens to a public way. Exception: Basements used only to house mechanical equipment or storm shelters and not exceeding total floor area of 200 square feet Where the dwelling is equipped with an automatic sprinkler system installed in accordance with section P2904, sleeping rooms in basements shall not be required to have emergency escape and rescue openings provided that the basment has one of the following: - one means of egress complying with section R311 and one emergency escape and rescue opening - two means of egress complying with section R311 R310.2.1: Minimum opening area. All emergency escape and rescue openings shall have a minimum net clear opening of 5.7 square feet. Exception: grade floor openings shall have a minimum net clear opening of 5 s.f. R310.2.1: Minimum opening height. The minimum net clear openings height shall be 24 inches. R310.2.1: Minimum opening width. The minimum net clear opening width shall be 20 inches. R310.1.1: Operational constraints. Emergency escape and rescue openings shall be operational from the inside of the room without the use of keys, tools or special knowledge. MISCELLANEOUS 41-A. Smoke Detection Location. A smoke detector shall be installed in each sleeping room and outside each separate sleeping area in the immediate vicinity of each bedrooms. When the dwelling unit has more than one story and in dwellings with basements, a detector shall be installed on each story and in the basement. Smoke alarms shall be installed not less than 3' horiz. from the door opening to a bathroom with a shower or tub unless this would prevent placement required by R314.3. See Section R314.3.1 for placement of smoke alarms near cooking appliances. Not less than 20' for Ionization type, not less than 10' ionization with an alarm -silencing switch or not less than 6' for a photoelectric type. 41-B. Carbon Monoxide Alarms. A Carbon monoxide alarm shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms. Where a fuel burning appliance is located within a bedroom or it's attached bathroom, a carbon monoxide alarm shall be installed within the bedroom. R315.3 Alarms shall be listed as complying with UL 2034 and installed per manufacturer's listing. R315.2 WAC, R315.1, R315.4 WA. State ammendment 41-C. Heat Alarms. A heat alarm shall be provided in the attached garage per R314.2.1, R314.2.3 AND R314.4.1 WASHINGTON STATE AMMENDMENTS alarm to be 110v and interconnected FACTORY BUILT FIREPLACES Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory -built fireplaces shall be tested in accordance with UL 127. R1004.1 Fireplaces shall comply with all provisions of section R1004 42. Installation of vented gas fireplaces (decorative appliances) shall be in accordance with the manufacturer's installation instructions. And shall comply with all standards of Section 02434 (604) IRC 43. Gas Fire Log Lighters. Approved gas fire log lighters shall be installed in accordance with manufacturer's installation instructions. Section G2433.1 STAIRWAYS 44. Usable space under stairs shall have walls and soffits (on the enclosed side) protected as required for 1 -hour fire resistive construction. 45. Fireblock Stairs. Between stair stringers at top and bottom and along and in line with the run of the stairs between studs. 46. Stairways. Section R311.7 IRC Maximum rise 7-3/4" inches; minimum run 10 inches; headroom minimum 6 feet 8 inches; minimum width 36 inches. Handrails to have ends returned and placed minimum 34 inches, maximum 38 inches above tread nosing. Unless designated for the disabled, the handgrip portion of handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension or the shape shall provide an equivalent gripping surface. The handgrip portion of handrails shall have a smooth surface with no sharp corners. Handrails projecting from a wall shall have a space of not less than 1-1/2 inches between the wall and the handrail. Exit Facilities. Stairs and exit balconies shall be positively anchored to the primary structure at 8 feet on center max. or be designed for lateral forces. Such attachment shall not be accomplished by use of toenails or nails subject to withdrawal. GLAZING 47. Safety Glazing. Safety glass must comply with Section R308 IRC i'•i dan@brobstdesignworks.com 206.409.6690 U) UJ UJ 0 O O z U J LL W OO qvl- O w N ti CO O CO O �-I O F--0 W Z i J O N W v lll�_ O WU >_ U C= Q co O O REVISED SCALE 11.16.2021 DATE 2018 ENERGY COMPUTER FILE NAME SHEET NUMBER