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HomeMy WebLinkAboutPermit File BLD-2022-0499 2104 Pennsylvania Court (3) GENERAL CONSTRUCTION NOTES DEFINITIONS CONTACT INFORMATION 1 - SUB-CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: A.B. ANCHOR BOLT DESIGN TECHNICIAN VERIFYING & MEETING ALL LOCAL & STATE CODE REQUIREMENTS, REVIEWING APPROVED PLANS & COMPLYING WITH ALL APPROVED A.P.A. THE ENGINEERED WOOD ASSOCIATION REQUIREMENTS OF THE ENGINEERING & THE BUILDING DEPARTMENT, MEETING ALL SAFETY REQUIREMENTS & STANDARD SAFETY PRACTICES THAT (FORMERLY AMERICAN PLYWOOD ASSOCIATION) M. BEESON ARE RECOMMENDED & OR REQ. BY STATE & LOCAL AUTHORITIES, &VERIFYING ACCURACY OF ALL DIMENSIONS. BLKG. BLOCKING DO NOT SCALE THE DRAWINGS! IF DISCREPANCIES OCCUR, PLEASE CONTACT THE DESIGNER. BRG. BEARING DRAFTING TECHNICIAN B.U. BUILT UP M. BEESON 2 - NO CHANGES ARE TO BE MADE TO THE PLAN WITHOUT THE CONSENT OF THE DESIGNER, ENGINEER & BUILDING DEPARTMENT. CANT. CANTILEVERED C.F.M. CUBIC FEET PER MINUTE CUSTOMER 3 - FIRE-BLKG. IS REQ. AT ALL PENETRATIONS AT THE WALLS & PLATES INCLUDING PLUMBING, ELECTRICAL & MECHANICAL PENETRATIONS. FIRE- CONT. CONTINUOUS JOSH & EMILY COUCH BLOCK AT 10' O.C. HORIZONTALLY IN WALL CAVITIES MIN. DBL. DOUBLE 2104 PENNSYLVANIA CT DW. DISHWASHER _ ANACORTES, WA 98221 V7 4 -W.H. IS TO BE INSTALLED PER MFR. SPECIFICATIONS, 2018 IRC. REQUIREMENTS &THE STATE ADOPTED PLUMBING CODE. TANK MUST BE D.F. DOUGLAS FIR CLIENT PHONE W STRAPPED AT THE UPPER & LOWER THIRD OF THE TANK. LOWER STRAP IS TO BE 4" MIN. ABOVE THE CONTROLS PER 2018 IRC. CHAPTER 13 SECTION F. FRIDGE PARCEL #- P125681 C M1307.2. WHEN INSTALLED IN GARAGE, ALL APPLIANCES MUST HAVE THE SOURCE OF IGNITION 18" ABOVE THE SLAB MIN. MECHANICAL & FDN. FOUNDATION L PLUMBING EQUIPMENT IS TO BE PROTECTED FROM IMPACT OF A VEHICLE. FURN. FURNACE SALES OFFICE O FTG. FOOTING 5 - USE 5/8" SHEETROCK OR 1/2" SAG-RESISTANT AT THE CEILING PER 2018 IRC. SECTION R702.3.5. G.L.B. GLUE LAMINATED BEAM (ALSO GLM) INSPIRE HOMES - BURLINGTON OFFICE G.W.B. GYPSUM WALL BOARD 489 ANDIS RD 6 - FLASHING IS REQ. AT ALL EXTERIOR TRIM EXTRUSIONS, WINDOW SILLS, JAMBS & OTHER AREAS THAT WATER MAY INTRUDE PER THE 2018 IRC. H.F. HEMLOCK FIR BURLINGTON, WA 98502 INSTALL WINDOWS PER MFR. INSTRUCTIONS. H.P. HEAT PUMP PHONE: 360.707.2112 L.V.L. LAMINATED VENEER LUMBER V) 7 -ALL BEDROOMS ARE TO HAVE AN EGRESS WINDOW WITH A MIN. 20" X 24" OPENING NOT LESS THAN 5.7 SQ. FT. (ENGINEERED WOOD PRODUCT) DESIGN CRITERIA VENTILATION SYSTEM NOTES MAX. MAXIMUM MFR. MANUFACTURER ROOF SNOW LOAD: 25 EXHAUST FANS IN BATHS SHALL BE AS INDICATED ON PLANS WITH 30 C.F.M. CONT. TOTAL OF CONT. C.F.M. RATINGS FOR ALL EXHAUST FANS IN MIN. MINIMUM - --- �® WIND SPEED (ASD): 85 HOUSE SHALL BE IN ACCORDANCE WITH SECTION M1507 OF THE 2018 IRC. SEE TABLE M1507.3.30) FOR REQUIRED AMOUNT OF C.F.M. AIRFLOW. O.C. ON CENTER (SPACING) _ -- --- ® WIND SPEED (ULT): 110 O.H.D. OVER HEAD DOOR ®�® EXPOSURE: B GENERAL STRUCTURAL NOTES O.S.B. ORIENTED STRAND BOARD (SHEATHING) ��® SEISMIC ZONE: D1 _ P.L. POINT LOAD -- --- -- ' ' FROST DEPTH: 12" WIND & SEISMIC HORIZONTAL FORCES IMPOSED ON THIS STRUCTURE ARE RESISTED BY A SYSTEM OF ENGINEERED MEMBERS & FASTENERS P.TK. PRESSURE TANK SS: 1 .148 DESIGNED TO RESIST THE BASE LOADS SET FORTH BY THE DESIGN CRITERIA. THE HORIZONTAL STRUCTURAL SYSTEM IS ENGINEERED TO TRANSFER P.T. PRESSURE TREATED S1 : 0.408 THESE LOADS TO A PRESCRIPTIVE FDN. BASED ON THE 2018 IRC. THE PRESCRIPTIVE DESIGN & CONSTRUCTION OF THE VERTICAL FRAMING P.S.F. POUNDS PER SQUARE FOOT SOIL BEARING: 1500 P.S.F. MEMBERS SHALL BE CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONVECTIONAL LIGHT FRAME CONSTRUCTION METHODS P.S.I. POUNDS PER SQUARE INCH OF THE 2018 IRC. REQ. REQUIRED CITY OF ANACORTES FLOOR AREAS APPLICABLE CODES MISC. NOTES RN. RANGE PLANNING AND BUILDING DEPT: MAIN FLOOR = 1875SQ. FT. S&R. SHELF AND ROD APPROVED PLANS BASEMENT = 1004 SQ. FT. ,S PORCH SLABS/DECKS NOT INCLUDED U.N.O. - SEE CONTRACT T&G. TONGUE AND GROOVE 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) 00 2018 UNIFORM PLUMBING CODE (UPC) THIS PLAN SET IS TO BE USED IN CONJUNCTION WITH THE DETAIL PACKET T.B.D. TO BE DEFINED REVIEWED FOR CODE COMPLIANCE TOTAL = 2879 SQ FT m REFER TO DETAIL PACKET FOR 2018 WASHINGTON STATE ENERGY T.O.W. TOP OF WALL PERMIT#: BLD-2022-0499 GARAGE = 425 SQ. FT. Q 2018 WASHINGTON STATE ENERGY CODE (WSEC) cn CODE COMPLIANCE SELECTIONS TYP. TYPICAL ADDRESS: 2104 Pen s Ivania Ct FRONT PORCH COVER = 50 SQ. FT. Lu U.L. UNDERWRITER LABORATORIES APPROVED BY: UPPER DECK = 82 SQ. FT. 0 z THIS HOME TO RECEIVE A SOLAR ELECTRICAL SYSTEM. WITH NO LESS LOWER DECK = 82 SQ. FT. O O U.N.O. UNLESS NOTED OTHERWISE SUBJECT TO FIELD INSPECTION.APPROVED PL S SHALL NOT c� THAT 1200 KWH GENERATED. THE DESIGN SHALL MEET THIS W.H. WATER HEATER BE ALTERED WITHOUT AUTHORIZA ON. o z 0 REQUIREMENT USING THE NATIONAL RENEWABLE ENERGY LABORATORY W.S. WATER SOFTENER Q it � CALCULATOR OR EQ. INSTALL SOLAR ELECTRICAL SYSTEM PER MFR. G 0 co SPECS AND LAYOUT. z � m cy) W09 W08 W09 W09 W09 W09 6050HS 9050TS 6050HS 6050HS 6050HS HB 6050HS 6X6 1 6X6 w m o cn o � N w o 0 DECK C, DECK U o DINING L w GUEST BEDROOM o 0 0 PRIMARY BEDROOM OFFICE/BED a_ o BONUS ROOM o j WALL cnoo GREAT ROOM j OVEN o o N 2668 Q CIA so w Z (D co Q Q J 2668 2668 T BA HALL o o > w zz � o o m rr coo ° �O z r 0 o 00 p z J � o N � Q � oM UTILITY co AIL w clio� 000 ° � � v � Q N STORAGE O o Z Q 0 o D W S UP JNQ PRIMARY T HKITCHEN STORAGE (2) _ BATH T TH u w ~ 5068 a O U 2468 2468 SHELF w 2 Z D Z w Q HP WH HALL DN w w o U) W.I.C. S&R U ° m u Ll S&R 3D 2468 00 00 co m °0 o S&R N _� 2468 ENTR MUD ROOM BEDROOM #3 GARAGE w c o o = 0 3068 W03 cc: o J w 202OX — — — - - Lu - - - - � co cc BEDROOM #2 PORCH COVER 0cc > o 0 u z � 0 Q n ww W01 W01 2850SH 2850SH — — — — — III Q W01 W01 2850SH 2850SH 16070 THE DRAFTING DEPARTMENT HAS NOT UNDERGONE 3D ISOMETRIC DRAWINGS ARE SHEET INDEX A DESIGN REVIEW FOR THE FUNCTIONALITY OR FOR ILLUSTRATION ONLY! PLANS, Label Title p AESTHETICS OF THIS MODIFIED PLAN. THE CHANGES DETAILS & ENGINEERING TAKE G-000 COVER SHEET z MADE TO THIS PLAN ARE AT THE DISCRETION OF THE PRECEDENCE OVER ANY 3D S-101 FOUNDATION PLAN CLIENT & SALES CONSULTANT. DRAWING WITHIN THIS PLAN. S-102 UPPER FLOOR FRAMING PLAN THESE PLANS HAVE BEEN REVIEWED AND APPROVED BY: S-201 LOWER BRACED LATTERAL PLAN PRINT DATE: S-202 UPPER BRACED LATERAL PLAN A-101 LOWER FLOOR PLAN 7/19/2022 A-102 MAIN FLOOR PLAN A-106 ROOF PLAN CLIENT NAME A-201 ELEVATIONS A-301 CROSS SECTIONS SHEET: E-101 LOWER ELECTRICAL PLAN G_000 SALES ASSOCIATE E-102 ELECTRICAL PLAN STEM WALL SCHEDULE STEM WALL SCHEDULE FOUNDATION PLAN NOTES DETAIL LABEL SIZE HORIZONTAL REINFORCEMENT VERTICAL REINFORCEMENT LABEL SIZE REINFORCEMENT SEISMIC ZONE EW1 8" X 5'-10' REBAR PER DETAIL S-02.4 REBAR PER DETAIL S-02.4 W1 6" X 22 - 24" (1) #4 BAR W/24" LAP SPLICES A-D2 O STRAPS AT CORNERS &/OR END WALLS SHALL HAVE 1" S-10 EW2 8" X 6'-10' REBAR PER DETAIL S-02.7 REBAR PER DETAIL S-02.7 W2 6" X 34 - 36" (2) #4 BAR W/24" LAP SPLICES A-D2 CONCRETE EDGE DISTANCE, TYP. U.N.O. USE RJ STRAPS W3 6" X 46 -48" (2) #4 BAR W/24" LAP SPLICES A-D2 ON RIM JOIST APPLICATIONS STEM WALLS ARE DESIGNED PER THE ENGINEER. REFER TO DETAILS. ALL REBAR W4 6" X 48 - 96" (2) #4 BAR W/24" LAP SPLICES A-C MUST HAVE MIN. 24" LAP SPLICES. PLACE (1) HORIZONTAL BAR 3" WITHIN TOP OF W5 8" X 24- 36" (2) #4 BAR W/24" LAP SPLICES A-D2 O SEE SHEAR WALL SCHEDULE ON S-201 FOR A.B. SIZE & WALL AND (1) WITHIN 3" OF BOTTOM OF WALL. W6 8" X 48- 96" (2) #4 BAR W/24" LAP SPLICES A-D2 SPACING. 3 STEM WALLS ARE DESIGNED PRESCRIPTIVELY PER 2018 IRC. PROVIDE 18" X 24" OPENING FOR CRAWL SPACE NING IN FOUNDATION WALL 2018 OPENING HORIZONTAL REINFORCEMENT AS FOLLOWS: (1) #4 REBAR WITHIN 12' IRC. SECTION ACCESS. PLACE OPER408.4. OF TOP AND (1) AT MIDPOINT OF STEM WALL PER 2018 IRC R404.1 .3.2 AND R.404.1 .20). **STEM WALLS SHOWN ARE ASSUMING A MAX. OF 48" OF UNBALANCED BACKFILL** ® 16" X 8" FDN. VENTS AS REQ. VENTS TO BE PLACED S-01.1 tn FOOTING SCHEDULE BETWEEN JOISTS & BAFFLED WITH R-10 RIGID FOAM S-01. W LABEL SIZE REINFORCEMENT INSULATION. EACH VENT PROVIDES 0.52 SQ. FT. OF F1 18" X 8" CONT. FTG. (2) #4 BAR W/24" LAP SPLICES VENTILATION. FDN. VENTS ARE TO BE INSTALLED AT 1 /A F2 12" X 8" CONT. FTG. (1) #4 BAR W/24" LAP SPLICES SQ. FT. VENTILATION PER 150 SQ. FT. OF CRAWL SPACE Q F3 24" DIA. X 12" FTG. (1) #4 E.W. PER 2018 IRC. SECTION R408.2. VENTS ARE TO BE A F4 24" X 24" X 12" FTG. (3) #4 E.W. MAX. OF 36" FROM BUILDING CORNERS. **WA STATE F5 30" X 30" X 12" FTG. (4) #4 E.W. AMENDMENTS ALLOW FOR 1 SQ. FT. PER 300 SQ. FT. OF CRAWL SPACE** CONTINUOUS FOOTINGS ARE DESIGNED WITH A MIN. SOIL BEARING OF 1500 P.S.F. TYP. U.N.O. 05 4" CONCRETE SLAB ON COMPACT FILL TO SLOPE Ln TOWARD VEHICLE OPENING TO ALLOW FOR DRAINAGE. GARAGE SLAB HEIGHT T.B.D. AT JOB SITE & MUST B A ALLOW FOR FROST DEPTH REQUIREMENTS. c: 301 5-1/2" X 7-1/2" PT GLB OR PT 4X10 301 I?rHF #2 OR BETTER FOR DECK © DRYER VENTING TO BE BROUGHT DOWN TO CRAWL No SPACE THROUGH WALL BEHIND DRYER &VENTED 53'-11 SUPPORT THROUGH NEAREST SUITABLE FDN. VENT. " 43 -11 10' 7 -- NOT USED -- 5'-1 1/4" 6'-3" 8'-4 3/4" 10, 14'-2" F4 F4 W5 F5 F5 S-01. g_g 3/4 2 1/4" C9 ® ALL FTG. & FDN. SIZES IN ACCORDANCE TO 2018 IRC. SECTION R403.1(1). ENGINEER/ARCHITECT HAS n - - - - - - - - - - - - 6X6 REVIEWED THIS PLAN FOR LATERAL FORCES ONLY & IS - - - - - - - - NOT RESPONSIBLE FOR FTG. & FDN. SIZING UNLESS N n J' n SPECIFICALLY NOTED OTHERWISE. SEE FTG. & w - - - - - - - - - - - - STEMWALL SCHEDULE FOR ALL SIZES & m 15 -9 1/2 L - J F3 REINFORCEMENTS. EXTERIOR CONT. FTG. ARE Q 3 1 1 1 = ENGINEERED. REFER TO CALCS & SCHEDULE. w P.T. D.F. #2 @16 O.C. _ 0 m zp - CRAWIi FOUNDATION PLAN NOTES w z II " z A-13. O ALL WOOD IN CONTACT WITH CONCRETE SHALL BE H.F. o - - 9-1/2" I-JOISTS @ 19.2" O.C. PER SIM' #2 MIN. TREATED WITH AN APPROVED PRESERVATIVE & z 00 m � W5 MANUFACTURER'S LAYOUTII W5 W5 GALVANIZED HOT DIPPED CONNECTORS (OR) I - - - - - - �I - - - - - - - - - STANDARD H.F. ON AN IMPERVIOUS MOISTURE BARRIER PER THE 2018 IRC. (OR) BORATE TREATED H.F. 1 14' II II F1 �, EF2 F2 © PROVIDE APPROPRIATE BLOCK-OUTS IN FTG. OR WALLS CP CD FOR PLUMBING & ELECTRICAL STUB OUTS. N J - o - __1 N W6 I W5 USE 3000 P.S.I. CONCRETE WHERE REQ. BY THE 2018 11 11 -7 BEARING- — 14' 2' 10' 2' 3'-8" 2 4-5 1/2 zo 1L IRC. TABLE 402.2. MAX. COMPRESSIVE STRENGTH AT 28 DAYS. OD 2X P.T. MUDSILL TO BE INSTALLED FLUSH WITH THE w o - - -L INSIDE FACE OF FDN. WALL AT JOIST BRG. POINTS TO � o it 11 n N 1 '-11 1/2" 3'12 1/4' — — — — n — — � — — P o - - - - - - � — — - ACCEPT JOIST HANGERS. VERIFY THAT THE MUDSILL IS m o L � T _ - � N BEARING BEARING SQUARE AT ALL CORNERS. ATTACH THE MUDSILL TO J J I ".' I THE FDN. WITH 1/2" X 10" A.B. & 1/4" X 3" X 3" WASHERS - F1 F1 F1 I I F2 AT 6" O.C. II PONY WALL 3'-4" I I 10, J OE REBAR IS NOT REQ. IN INTERIOR FTG. UNLESS IT IS QCIA BUILT ON TOP Q BELOW A LOAD BRG. POINT OR AN INTERIOR z rn Q cn W6 I W6 18X24 I " z > < OF STEM WALL UP O SHEARWALL PER 2018 IRC. SECTION R403.1.3. O CRAWL I z � w z UPPER SMALL CRAWL SPACE WHERE REQ PER 2018 IRC SECTION >_ O — 2 - - - - - - _ - _ I OF R406.1 FDN. Ww 0 WALLS SHALL BE DAMP PROOFED AROUND THE z z o Q z PONY WALL - _ 3 I I I o O O z m J O BUILT ON TOP - - - - - - - U ENTIRE PERIMETER USING A METHOD THAT IS W O w 00 U I OF STEM WALL S-02. I I o APPROVED BY THE BUILDING DEPARTMENT. Q m U U Lo F2 6 F2 W6 3 18X24 O w o U Q N O "� I ��R�EN� S-06 ' I CRAWL - BACKFILL SHALL NOT BE PLACED AGAINST THE WALL O N Q w � I pFt T _00 - -JML - o - - - - - - w UNTIL THE WALL HAS SUFFICIENT STRENGTH & HAS c~nLu w cn ui BEEN ANCHORED TO THE FLOOR ABOVE (OR) HAS BEEN - - - - - �- e SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL. EXCEPTION: BRACING IS NOT REQ. FOR = - - - - U WALLS SUPPORTING LESS THAN 4' (48") OF �I� - - - � � - - EW � O UNBALANCED BACKFILL. (2018 IRC. SECTION R404.1 .7) 8'-7 1/2 2' 13 -10 I EW I } 1 H TREQUIREMENTS STIFF, oHE OF STE CLASS D" PER HE2018 wL Q- �2 IRC. SECTION R301 .2.2. DESIGN IS BASED ON 1500 P.S.F. 2 � '� I SOIL. CONTRACTOR MUST VERIFY WITH BUILDING z O N _ = W � Xb w - ,��'° DEPARTMENT THAT THESE CONDITIONS ARE MET "-' OQ �UPPER LARGE CRAWL SPACE -9'-5 20'-0 1/2" PRIOR TO WORK. m U PROVIDE 6MM BLACK POLY VISQUEEN VAPOR BARRIER S-01.1 EW1 I 5 I op op IN CRAWL SPACE SEALED TO STEM WALLS. W5 F2 F2 1-1/2" OFFSET LE END W5 U 4 _ _ - - - - I I �, = CONCRETE STEM WALL � - - - - - - w F I 3-1/2" PONY WALL F_ = WALL ABOVE J PLUMB DROP Q N I 4'-11" 2' 14'-6" W1 N N w1 1 s-o4 m m � F' y � i -`;� J L = JOIST HANGER oz CE N �n 00 o � - - - - - - - - - - � F5 L� ." _ _ ww F5 I I 1 o I F4 S-o5 F4 1 o Q - - - - — — — — I I o W1 W1 L - - - - - - - - - - - - - — — — - - 9-1/2" RIM JOIST TYP. CONTINUOUS FTG. @ BUCKOUT — — — — — — — — — — — — — — O TLOWER CRAWL VENTING CALCS z F1 W1 PER CODE SHOWN ON PLANS W1 W1 # OF VENTS 7 9 11 TYP @ EXT. V-10 1/2" 16'-2" V-10 1/2" VENTING AREA 3.42 SQ. FT 4.68 SQ. FT 10'-11" 10'-6" 12'-7" 19'-11" PRINT DATE: UPPER SMALL CRAWL VENTING CALCS 53'-11" PER CODE SHOWN ON PLANS 7/19/2022 # OF VENTS 2 4 B A VENTING AREA .63 SO. FT 2.08 SQ. FT FOUNDATION PLAN 301 301 UPPER LARGE CRAWL VENTING CALCS SHEET: 1/4 IN = 1 FT PER CODE SHOWN ON PLANS # OF VENTS 5 7 S-101 VENTING AREA 2.35 SQ. FT 3.64 SQ. FT FLOOR FRAMING NOTES DETAIL 1� LAYOUT & INSTALL JOISTS PER MANUFACTURERS LAYOUT. REFER TO JOIST COMPANY LAYOUT FOR CONSTRUCTION, JOIST MANUFACTURER LAYOUT TO SUPERCEDE JOISTS SHOWN ON THIS PLAN. 02 OFFSET JOISTS AS REQUIRED TO AVOID PLUMB DROPS SHOWN ON PLAN. 3 PROVIDE DOUBLE JOIST AT STAIR OPENING. ALIGN WITH INSIDE OF STAIRWELL. (4 PROVIDE 2X P.T. LEDGER ATTACHED TO HOUSE. HANG JOISTS FROM LEDGER V� 5 PROVIDE (2) 2X12 BELOW DECK JOISTS. SANDWICH W POST IN BETWEEN JOISTS. A-14 o 3 TOP OF BEAM FLUSH WITH TOP OF JOIST 0 LEGEND = OUTLINE OF FLOOR ABOVE WALL ABOVE B A `J = PLUMB DROP 301 J L = JOIST HANGER PROVIDE FLASHING OVER EXTERIOR DECK BEAMS. RUBBERIZED MEMBRANE OR METAL TYPE MAY BE I USED A-06 5-1/2" X 7-1/2" PT GLB OR PT 4X10 HF #2 OR BETTER FOR DECK SUPPORT N N LS') 3-1/2" X 9" G B 3-1/ X 9" G L 6X6 � II Q II w II � � I I P.T. D.F. #2 @16" O.C. 0 O II = 00 � N wzz � �- cc Jo E o= � iro 00 m c° II I II II I � I == II II LJ II II BEARING TYP HDR. 9-1/2" I-JOISTS @ 19.2" O.C. PER o MANUFACTURER'S LAYOUT u CD _1 F _ - � TYP HDR. TYP HDR. ) o II I o 11 BEARING BEARING I I I I I I II II 1 , v N II 6 N Q 00 II zp� 1 , ram 6'-7" 3'-3 1/2"_ -3 Q Q F _ - 9-1/2" X 1-3/4" LVL 1 1 1 1 u J 1 z w LD I \ I III II II — z LCLLJ O w Q U U L0 1 III 7� C Up � Z Q N BEARING 3 II = J O DN 1I o - - LL z z u Q 66 o �JI w N � cf) BEARING m u � I II II II n J 1 1 5'-6 1/4" 1 1 6'-11 3/4" � II II II II I II II I II II I U II II II u II II u ---- mm II z u II I I O m II I I > uw G 'YP. 5-1/2" X 12" GLB 9-1/2" RIM JOIST TYP. O I z PRINT DATE: 7/19/2022 MAIN FLOOR FRAMING B A 301 301 SHEET: 1/4 IN = 1 FT -102 SHEAR WALL SCHEDULE SILL PLATE ATTACHMENT APA RATED NAIL SIZE & MASAP OR 1/2" SILL PLATE CAPACITY (PLF) LABEL SHEATHING SPACING @ EDGES ANCHOR SIZE @ FND SEISMICM/IND BOLT SPACING A 7/16" OSB ONE SIDE .131" X 2.5" @ 6" O.C. 48" O.C. 2X 260/360 B 7/16" OSB ONE SIDE .131" X 2.5" @ 4" O.C. 32" O.C. 2X 380/530 C 7/16" OSB ONE SIDE .131" X 2.5" @ 3" O.C. 24" O.C. 2X 490/680 Cl 7/16" OSB EACH SIDE .131" X 2.5" @ 3" O.C. 24" O.C. 2X 980/1360 D 7/16" OSB ONE SIDE .131" X 2.5" @ 2" O.C. 16" O.C. 3X OR (2) 2X 510/715 E 19/32" OSB ONE SIDE .148" X 3" @ 6" O.C. 72" O.C. 2X 340/4750 F 19/32" OSB ONE SIDE .148" X 3" @ 4" O.C. 32" O.C. 2X 500/700 G 19/32" OSB ONE SIDE .148" X 3" @ 3" O.C. 24" O.C. 2X 660/930 W G1 19/32" OSB EACH SIDE .148" X 3" @ 3" O.C. 24" O.C. 2X 1320/1860 H 19/32" OSB ONE SIDE .148" X 3" @ 2" O.C. 16" O.C. 3X OR (2) 2X 870/1200 O SHEAR WALL SCHEDULE NOTES = A. FIELD NAILING SHALL BE 12" O.C. ON SHEARWALLS A-D ONLY. B. FIELD NAILING SHALL BE 6" O.C. ON SHEARWALLS E-H ONLY. C. BLOCKING IS REQ. AT ALL PANEL EDGES. BLOCKING SIZE MUST MATCH SILL PLATE SIZE. D. SHEATHING TO BE PLACED VERTICALLY. STAGGER SHEATHING WHERE APPLIED ON BOTH SIDES OF WALLS. O 2 3 4 5 6 7 8 E. ATTACH BOTTOM PLATE OF WALL TO FLOOR OR SILL W/ .131" X 3" AT 8" O.C. (ASSUMING CONT. SHEATHING OVER RIM/PLATE) F. (2) 2X MAY BE USED IN LIEU OF SINGLE 3X IF EDGE NAILING IS STAGGERED BETWEEN PLATES, & PLATES ARE STITCH NAILED TOGETHER W/ .131" X 3" AT 4" O.C. STAGGERED. 5-1/2" X 7-1/2" PT GLB OR PT 4X10 j G. WHEN USING ANCHOR BOLTS, 3" X 3" X .229" PLATE WASHER SHALL BE USED - SEE NOTES HF #2 OR BETTER FOR DECK BELOW FOR ADDITIONAL ATTACHMENT REQUIREMENTS. SUPPORT SHEAR WALL PLAN NOTES W09 W09 W09 6050HS 6050HS 6050HS GENERAL NOTES: 6X6 PLEASE VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. ANY MODIFICATIONS TO THE ----------------------- -------- - -- ----- ---------- ---- ----------------; - --------- -- --- - -- -- -- - -- ----------- ------------------ ------------------ - ---------------------- STRUCTURE MUST BE REVIEWED &APPROVED BY THE ENGINEER OF RECORD. c� K - K N DESIGN CRITERIA 00 00 ROOF LOAD: SNOW - 25. PSF, DEAD - 15 PSF Q 00 WIND SPEED: 110 MPH (ULT), 85 MPH (ASD), EXPOSURE "B" CD o SEISMIC: DESIGN CATEGORY "D1", SS = 1 .148, S1 = 0.408, IE = 1 .0 , SITE CLASS "D", R = 6.5 � z N o Lo CE o SOIL BEARING: 1500 P.S.F. U.N.O. O O o FROST DEPTH: MIN. BEARING DEPTH SHALL BE 12" U.N.O. w o zz FOUNDATIONS: Q o FOOTINGS SHALL BE SUPPORTED ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL PER SECTION R403 OF THE 2018 IRC. z � m cy) --- --- --- --- --- --- --- --- --- --- - -------------------------------------- -----� ----------------------------------------- -- ------------------ ---- --- --- --- --- --- --- - - ------------------------------ --' --- --- --- --- --- --� J ) CONCRETE: o ALL CONCRETE MATERIALS SHALL BE PER 2018 IRC SECTION R402. MIN. DESIGN STRENGTH (F'C) Lo SHALL BE 2,500 P.S.I. HOWEVERR, 3,000 P.S.I. CONCRETE IS REQ. FOR WEATHERING PROTECTION WHERE CONCRETE IS EXPOSED TO THE WEATHER. AIR ENTRAINMENT SHALL BE NOT LESS THAN 5% OR MORE THEN 7%. r26689r, REINFORCING STEEL: BEARING TYP. HDR. MIN. GRADE 40 U.N.O. LAP ALL SPLICES PER 2018 IRC SECTION R608.5.4.3. MIN. CONCRETE 00 Qo COVER FOR REINFORCING STEEL PER 2018 IRC SECTION R608.5.4.1 . p A. INTERIOR FACES OF SLABS &/OR WALLS = 1-1/2" _ TYP. HDR. TYP. HDR. B. EXPOSED TO WEATHER OR EARTH = 1-1/2" FOR #5 & SMALLER & 2" FOR #6 & LARGER w o BEARING C. FOOTING BARS REQUIRE 3" COVER O 0 00) BEARING ANCHOR BOLTS: IN co N ALL ANCHOR BOLTS EMBEDDED IN CONCRETE OR MASONRY SHALL BE A307 U.N.O. (1/2" X 1011) ----------- ----------- -------------------------------------------I - ------------------------------------- ------ ------------ --- ---'- - --- ------- - ------------------------------- ----- - ------------------------------------- ----------------------- POST-INSTALLED BOLTS INTO CONCRETE NOT OTHERWISE SPECIFIED SHALL BE SIMPSON TITEN HD 1/2" X 8" ANCHOR. ~ INSTALL IN ACCORDANCE WITH MFR'S SPECS, INCLUDING MIN. EMBEDMENT & EDGE DISTANCE Q w REQUIREMENTS. EPDXY-GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED Q Q WITH EP SIMPSON S ET-XP EPDXY. > > J i ___ ____________________________________ P.T. WOOD: c� H ----------------------- ------------------- - --- --- --- --- --- --- ------------- - ------- --- --- --- -- H WOOD USED ABOVE GROUND SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA U1 z I FOR THE CONDITIONS LISTED IN THE CODE PER THE 2018 IRC SECTION R317. � a O w Q U U Lo METAL CONNECTORS: uO o z Q N ALL METAL CONNECTORS COMING IN CONTACT WITH P.T. WOOD SHALL BE SIMPSON "Z-MAX", J N Q TRIPLE ZINC COATED, OR HOT DIPPED GALVANIZED FOR CORROSION RESISTANCE. F ------ --- --- --- - --- --- --- --- --- --------------------------------------------------------------------- -----------------• ------ - ----------------------------------------------------------------------------- - ----------------- F NAILS. CONNECTION DESIGNS ARE BASED ON THE PUBLISHED REQUIREMENTS IN TABLE R602 OF THE _ r� 2018 IRC. ALTERNATE FASTENING SCHEDULES MAY BE APPROVED IF PROVIDED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. 00 PRE-FABRICATED ROOF TRUSSES: � o PRE-FABRICATED ROOF TRUSSES TO BE DESIGNED, FABRICATED & INSTALLED PER MFR U- 2 z DRAWINGS & INSTALLATION INSTRUCTIONS. PRE-FABRICATED ITEMS TO BE DESIGNED BY A Z w --- --- --- --- --- ---------------------------------------II---------------------------------------- ------------ --------------------------------------- ------------------------------------- - ------------------- --� LICENSED PROFESSIONAL ENGINEER. FABRICATOR TO PROVIDE ALL TRUSS TO TRUSS O CONNECTION DETAILS. ALL TEMPORARY AND PERMANENT BRACING REQ. FOR THE STABILITY J O Q V) OF THE TRUSS ELEMENTS UNDER GRAVITY LOADS & IN-PLANE WIND OR SEISMIC LOADS SHALL U 0 m D BE DESIGNED BY THE TRUSS ENGINEER. I GLUED LAMINATED BEAMS (GLB): GLUED LAMINATED WOOD BEAMS SHALL BE GRADE DF24F-V4, FB=2,400 P.S.I., FV=240 P.S.I. U.N.O. U ENGINEERED LUMBER (LVL-PSU: Lu ------------------------------------'------------------------------------- - --- --- --- --- - - -- --- --- --- --- --� LVL MATERIAL SHALL HAVE THE FOLLOWINGQj MIN. PROPERTIES: E=1 .7E, FB=2,650 P.S.I. w PSL MATERIAL SHALL HAVE THE FOLLOWING m m MIN. PROPERTIES: E=2.OE, FB=3,100 P.S.I. Lu ENGINEER: 11 BF EINSTEIN DESIGN W ns -- --- --- - �`' of Hi w w CARLIE BERARD, P.E. 1�1 �o" Q a: Q WILLIAM OBROCK ARCHITECT NCARB y z Q. 606 COMMERCIAL AVE SUITE D ANACORTES, WA 98221 9 5160 A ------------------- A PHONE: 360.200.8908 .o ------------------------------------ - -------------------------------;-------------------------------- F�/ST O NAL EN z 7/19/2022 PRINT DATE: O 2 3 4 5 6 7 8 7/19/2022 01 LOWER BRACED LATERAL PLAN 1/4 IN = 1 FT SHEET: S-2 01 SHEAR WALL SCHEDULE SILL PLATE ATTACHMENT APA RATED NAIL SIZE & MASAP OR 1/2" SILL PLATE CAPACITY (PLF) LABEL SHEATHING SPACING @ EDGES ANCHOR SIZE @ FND SEISMIC/WIND BOLT SPACING A 7/16" OSB ONE SIDE .131" X 2.5" @ 6" O.C. 48" O.C. 2X 260/360 B 7/16" OSB ONE SIDE .131" X 2.5" @ 4" O.C. 32" O.C. 2X 380/530 C 7/16" OSB ONE SIDE .131" X 2.5" @ 3" O.C. 24" O.C. 2X 490/680 Cl 7/16" OSB EACH SIDE .131" X 2.5" @ 3" O.C. 24" O.C. 2X 980/1360 D 7/16" OSB ONE SIDE .131" X 2.5" @ 2" O.C. 16" O.C. 3X OR (2) 2X 510/715 E 19/32" OSB ONE SIDE .148" X 3" @ 6" O.C. 72" O.C. 2X 340/4750 F 19/32" OSB ONE SIDE .148" X 3" @ 4" O.C. 32" O.C. 2X 500/700 G 19/32" OSB ONE SIDE .148" X 3" @ 3" O.C. 24" O.C. 2X 660/930 W G1 19/32" OSB EACH SIDE .148" X 3" @ 3" O.C. 24" O.C. 2X 1320/1860 H 19/32" OSB ONE SIDE .148" X 3" @ 2" O.C. 16" O.C. 3X OR (2) 2X 870/1200 O SHEAR WALL SCHEDULE NOTES = A. FIELD NAILING SHALL BE 12" O.C. ON SHEARWALLS A-D ONLY. B. FIELD NAILING SHALL BE 6" O.C. ON SHEARWALLS E-H ONLY. V) C. BLOCKING IS REQ. AT ALL PANEL EDGES. BLOCKING SIZE MUST MATCH SILL PLATE SIZE. D. SHEATHING TO BE PLACED VERTICALLY. STAGGER SHEATHING WHERE APPLIED ON BOTH SIDES OF WALLS. E. ATTACH BOTTOM PLATE OF WALL TO FLOOR OR SILL W/ .131" X 3" AT 8" O.C. (ASSUMING CONT. c: 9 10 11 12 13 14 SHEATHING OVER RIM/PLATE) F. (2) 2X MAY BE USED IN LIEU OF SINGLE 3X IF EDGE NAILING IS STAGGERED BETWEEN PLATES, & PLATES ARE STITCH NAILED TOGETHER W/ .131" X 3" AT 4" O.C. STAGGERED. G. WHEN USING ANCHOR BOLTS, 3" X 3" X .229" PLATE WASHER SHALL BE USED - SEE NOTES BELOW FOR ADDITIONAL ATTACHMENT REQUIREMENTS. SHEAR WALL PLAN NOTES W09 W08 5-1/2" X 7-1/2" PT GLB OR PT 4X10 GENERAL NOTES: 6050HS 9050TS HF #2 OR BETTER FOR DECK PLEASE VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. ANY MODIFICATIONS TO THE SUPPORT R R STRUCTURE MUST BE REVIEWED &APPROVED BY THE ENGINEER OF RECORD. N 3-1/2" X 9" GLB 5-1/2" X 7-1/2" GLB 6X6 DESIGN CRITERIA rn 3-1/2" X 9" GLB ROOF BEAM ROOF LOAD: SNOW - 25. PSF, DEAD - 15 PSF Q WIND SPEED: 110 MPH (ULT), 85 MPH (ASD), EXPOSURE "B" cn 3: SEISMIC: DESIGN CATEGORY "DI", SS = 1 .148, S1 = 0.408, IE = 1 .0 , SITE CLASS "D", R = 6.5 � z N o SOIL BEARING: 1500 P.S.F. U.N.O. O OO 0 o FROST DEPTH: MIN. BEARING DEPTH SHALL BE 12" U.N.O. w o (D zz o `s' FOUNDATIONS: Q o ; I ; FOOTINGS SHALL BE SUPPORTED ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL PER 00 � o ; I ; SECTION R403 OF THE 2018 IRC. z m cc) O CONCRETE: ----------------------- -------------------------------------------;------------------- --------------------,--------------------------------------------------;------------------------------------- - ALL CONCRETE MATERIALS SHALL BE PER 2018 IRC SECTION R402. MIN. DESIGN STRENGTH (F'C) ; I ; SHALL BE 2,500 P.S.I. HOWEVERR, 3,000 P.S.I. CONCRETE IS REQ. FOR WEATHERING PROTECTION WHERE CONCRETE IS EXPOSED TO THE WEATHER. AIR ENTRAINMENT SHALL BE NOT LESS THAN 5% OR MORE THEN 7%. REINFORCING STEEL: MIN. GRADE 40 U.N.O. LAP ALL SPLICES PER 2018 IRC SECTION R608.5.4.3. MIN. CONCRETE COVER FOR REINFORCING STEEL PER 2018 IRC SECTION R608.5.4.1 . o A. INTERIOR FACES OF SLABS &/OR WALLS = 1-1/2" _ B. EXPOSED TO WEATHER OR EARTH = 1-1/2" FOR #5 & SMALLER & 2" FOR #6 & LARGER w O 2668 2668 j j C. FOOTING BARS REQUIRE 3" COVER ) o0 M o ANCHOR BOLTS: a_ N o c=n j j j o ALL ANCHOR BOLTS EMBEDDED IN CONCRETE OR MASONRY SHALL BE A307 U.N.O. (1/2" X 10") co N co POST-INSTALLED BOLTS INTO CONCRETE NOT OTHERWISE SPECIFIED SHALL BE SIMPSON TITEN `N° coo HD 1/2" X 8" ANCHOR. ~ U c� INSTALL IN ACCORDANCE WITH MFR'S SPECS, INCLUDING MIN. EMBEDMENT & EDGE DISTANCE Q w REQUIREMENTS. EPDXY-GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED z rn WITH SIMPSON SET-XP EPDXY. > P.T. WOOD: cncli WOOD USED ABOVE GROUND SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA U1 z � FOR THE CONDITIONS LISTED IN THE CODE PER THE 2018 IRC SECTION R317. UJ O w co 5068 METAL CONNECTORS: u o z Q N ALL METAL CONNECTORS COMING IN CONTACT WITH P.T. WOOD SHALL BE SIMPSON "Z-MAX", J N Q TRIPLE ZINC COATED, OR HOT DIPPED GALVANIZED FOR CORROSION RESISTANCE. -- - 2468 2468 - ----------------------� --- --- --- --- --- --- ------------- ---- -------------- --r--- - -----------------------------------r-------------------------------- ------------- - NAILS. CONNECTION DESIGNS ARE BASED ON THE PUBLISHED REQUIREMENTS IN TABLE R602 OF THE j 2018 IRC. ALTERNATE FASTENING SCHEDULES MAY BE APPROVED IF PROVIDED TO THE D ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. O U PRE-FABRICATED ROOF TRUSSES: �_ o PRE-FABRICATED ROOF TRUSSES TO BE DESIGNED, FABRICATED & INSTALLED PER MFR O 2 z �6' cod DRAWINGS & INSTALLATION INSTRUCTIONS. PRE-FABRICATED ITEMS TO BE DESIGNED BY A mod'' 1�1 LICENSED PROFESSIONAL ENGINEER. FABRICATOR TO PROVIDE ALL TRUSS TO TRUSS z O 2468 w CONNECTION DETAILS. ALL TEMPORARY AND PERMANENT BRACING REQ. FOR THE STABILITY J U) � co OF THE TRUSS ELEMENTS UNDER GRAVITY LOADS & IN-PLANE WIND OR SEISMIC LOADS SHALL -1 O m c"' BE DESIGNED BY THE TRUSS ENGINEER. j GLUED LAMINATED BEAMS (GLB): 2468 GLUED LAMINATED WOOD BEAMS SHALL BE GRADE DF24F-V4, FB=2,400 P.S.I., FV=240 P.S.I. U.N.O. U ENGINEERED LUMBER (LVL-PSU: w = LVL MATERIAL SHALL HAVE THE FOLLOWING --o o-------------- 0 --- --- --- --- --- --- --- --------------------------- --------- ------------------------------- --- --- -' --- --- --- --- --- --- --- -----------I--------------- --- --- --- --- --- -- - -0 0 MIN. PROPERTIES: E=1 .7E, FB=2,650 P.S.I.3068 W03 w 2020X --- PSL MATERIAL SHALL HAVE THE FOLLOWING co cc MIN. PROPERTIES: E=2.OE, FB=3,100 P.S.I. Q j zw ENGINEER: `� pNNE BF EINSTEIN DESIGNwAsy� w w N -- --- --- --- --- --- --- --- --- N CARLIE BERARD, P.E. �Q �� �6� � < ------------- ----------------- WILLIAM OBROCK ARCHITECT NCARB z p 3-1/2" X 7-1/2" GLB HDR. TYP. W01 W01 606 COMMERCIAL AVE SUITE D M --------------------- - - ------------------------------------------------- -----------------------------5-1/2"-X 1,2"GL13------------------------------ - ---------------------- M ANACORTES, WA 98221 ------ --------- --- - PHONE: 360.200.8908 ,0 9F 5160 E� �� 285 �--�S-5D ------- -- --- --- --- --- --- --------- ------------------------------------------------ --- --- --- --- ---------------------------- L W01-------mi------------ L 'f'O /ST E� k 2850SH 2850SH 16(�70 �F` '�ONAL E��`� o ; 7/19/2022 PRINT DATE: 9 10 11 12 13 14 7/19/2022 BRACED LATERAL PLAN SHEET: 1/4 IN = 1 FT WINDOW SCHEDULE FLOOR PLAN NOTES DETAIL NUMBER LABEL EGRESS TEMPERED COMMENTS QTY AREA 'J ALL HEADERS ON EXTERIOR WALLS TO BE INSULATED A-02 W01 2850SH YES 4 13.33 W/2" R-10 RIGID FOAM OR EQ. WHERE ABLE. USE 3-1/2" W03 202OX 1 4.0 OR 3-1/8" WIDE HEADERS WHENEVER POSSIBLE TO W04 4040HS 1 16.0 ACCOMPLISH THIS. W05 50610 SG YES YES 2 34.17 W05 50610 1 34.17 O PROVIDE LANDING (BY OTHERS) AT MIN. 36" DEPTH BY W07 6033TS 1 19.4 FULL WIDTH OF DOOR. LANDINGS OVER 30" ABOVE W09 6050HS YES 5 30.0 GRADE REQUIRED GUARD PER 2018 IRC. W10 2630SH YES 1 7.5 O PROVIDE 18" X 24" OPENING FOR CRAWL SPACE TOTALS: 363.6 ACCESS. PLACE OPENING BETWEEN FLOOR JOISTS. SOLAR HEAT GAIN COEFFICIENT (SHGC) TO BE 0.25 TYP. U.N.O. ACCESS TO UNDER FLOOR SPACE PER 2018 IRC AREA SHOWN IS PER INDIVIDUAL UNIT. SECTION R408.4 W AVERAGE U-FACTOR FOR WINDOWS ON THIS HOME TO BE AS FOLLOWS: ® PROVIDE A MIN. 22" X 30" ROUGH OPENING FOR ATTIC 4000 ACCESS W/TIGHT FITTING DOOR THAT IS BACKED W/ ❑ 0.27 Z 0.24 ❑ 0.20 INSULATION. Q EXTERIOR DOOR SCHEDULE 05 SELF CLOSING 1-3/8" SOLID CORE (20 MINUTE) FIRE SIZE ROOM NAME FIRE TEMPERED COMMENTS AREA DOOR. MUD ROOM/ 6 INSTALL RECESSED DRYER VENT BOX BEHIND DRYER. 3068 R EX GARAGE YES 20.0 O DRYER VENT TO RUN INTO FDN TYP. U.N.O. Ln 16070 GARAGE 112.0 3068 R EX ENTRY/PORCH 2O.0 PROVIDE 1/8" HARDBOARD W/ FSK PAPER OR COVER EQUIVALENT MOISTURE RATED BOARD BEHIND ALL rr B A TOTALS: 152.0 TUBS & SHOWERS AT EXTERIOR WALLS FOR FULL 6- 301 301 ROOM FINISH SCHEDULE SIDED INSULATION INSTALL. ROOM NAME AREA, INTERIOR FLOOR FINISH PROVIDE 5/8" TYPE-X GWB ON HOUSE/GARAGE 54' (SO FT) COMMON WALLS AS REQ. 15'-1 1/2" 2'-4 1/2" 10'-6 1/2 1 15'-5 1/2" 10'-6" 14 0 DINING 95 ALL PORCH BEAMS TO BE POCKETED INTO WALLS PER 8'-3 1/4" 6'-10 1/4" 5'-5" 5'-1 1/2" 7'-10 3/4" 7'-6 3/4" KITCHEN 309 DETAIL A-05. TYP. U.N.O. ENTRY 46 10 BASEMENT FLOOR CEILING HEIGHT: 8' -TYP. U.N.O. 09 09 W09 MUD ROOM 45 MAIN FLOOR CEILING HEIGHT: 9' -TYP. U.N.O. 6050HS 6050HS i 6050HS PRIMARY BEDROOM 218 6X6 PRIMARY BATH 94 11 PROVIDE CONTINUOUS HANDRAIL ON AT LEAST ON HALL 36 SIDE, FULL LENGTH OF STAIRS W/ RETURNS AT EACH c� GREAT ROOM 421 END. TOP OF HANDRAIL SHALL BE NOT LESS THAN 34" m BATH 58 & NOT MORE THAN 38" ABOVE NOSING OF STAIRS. 00 O c) W.I.C. 52 12 THE ENCLOSED USABLE SPACE UNDER STAIRS TO BE A-07. w < ao 3 r> C'' BEDROOM #3 129 o �' - BEDROOM #2 133 ONE-HOUR FIRE-RESISTIVE CONSTRUCTION AT WALLS � z N Lo 18X24 N & CEILING APPLIED AT THE STAIR UNDERSIDE. FIRE O O 0 � I BONUS ROOM 286 = F' CRAWL I � o � BLOCK BETWEEN STRINGERS &ALONG RUN BETWEEN LL 6 w p c� UTILITY L TY 60 Lo STUDS. Q � o O STORAGE 36 12 THIS HOME TO RECEIVE (3) MINI SPLIT CASSETTE UNITS �' 00 p coo GUEST BEDROOM - BATH 22 FOR HEATING AND COOLING. EXACT LOCATION TO BE z co OFFI E/BED "' HALL 50 DETERMINED IN THE FIELD AND INSTALLED PER MFR ccoo - BONUS ROOM STORAGE (2) 98 SPECS. 6 -8 1/4 4'-11 1/4" 3 -6 0-6 o o OFFICE/BED 114 cf' Lo - GUEST BEDROOM 162 GENERAL FRAMING NOTES SD � SD MINI SPLIT OA TYPICAL FLOOR FRAMING CONSISTS OF 3/4" (OR 2668 EQUIVALENT) T&G APA RATED SHEATHING (SPAN RATING 48/24) OVER I-JOISTS PER PLAN. © FIRE BLOCKING IS REQ. AT ALL PENETRATIONS AT THE cn `" BA `" 11'-2 3/4" -' HALL 6'-8 3/4" 3'-9 1/2" 10'-1 1/2" WALLS & PLATES INCLUDE: PLUMBING, ELECTRICAL & u T MECHANICAL PENETRATIONS. FIRE BLOCK AT MIN. 10' Lu 00 SD DD O.C. HORIZONTALLY IN WALL CAVITIES. 0 o - - N ao U.N.C. NAIL ALL TOP PLATES TOGETHER W/ 10D NAILS UTILITY 1 M M AT 12" O.C. &AT SPLICES W/ 1OD NAILS AT 6" O.C. LAP `" oo 0o SPLICES A MIN. OF 48" TYP. NAIL ALL BOTTOM PLATES �r, I TO FLOOR SHEATHING & MUDSILL W/ (2) 1 OD NAILS AT U N STORAGE 5/8" TYPE "X" GWB EACH STUD BAY. NAIL ALL OSB SHEATHING W/8D z00 D W S 18X24 NAILS AT 6" O.C. ON EDGE & 12" O.C. IN THE FIELD PONY WALL BUILD ON CRAWL UP U.N.O. EXTERIOR STUDS MUST BE SPACED AT 16" O.C. ? � TOP OF STEM WALL 3 STORAGE (2) OD WHERE POSTS OCCUR PROVIDE SOLID VERTICAL GRAIN u' U)BLOCKING SOLID THRU FLOOR TO MATCHING zp z � SUPPORTS U.N.O. a- O w 18X24 _ Q U U Lo co 3 CRAWL OE PROVIDE (2) BEARING (TRIMMER) STUDS BELOW EACH Up o z Q `" END OF ALL HEADERS, BEAMS & GIRDER TRUSSES 6'-0" J N Q PONY WALL BUILD ON 3'-8° 3'4' IN LENGTH & OVER U.N.O. TOP OF STEM WALL 8 1/2° ��l I USE 5/8" SHEETROCK OR 1/2" SAG-RESISTANT AT = CEILING PER 2018 IRC SECTION R702.3.5 &TABLE. U r� z 6' © SEE ENGINEERING ON S-201 FOR ALL SHEARWALL O cy) PLACEMENTS & REQUIREMENTS. SHEARWALL DETAILS J o MUST BE FOLLOWED EXACTLY. NOTIFY THE DESIGNER O z L-L_L OF ANY DISCREPANCIES OR CONCERNS. z_ w Q OH REVIEW APPROVED PLANS & DETAILS PRIOR TO °� O I STARTING FRAMING WORK. CHECK FOR SPECIFIC w U) � v REQUIREMENTS ON NAILING, BLOCKING, SHEATHING & m 11 '-3 1/2" 4 12'-10 1/2" 8 1/2" 8'-2" 6 1/2" 20'-1" ANCHOR ATTACHMENTS. O 6X6 OR 4X4 POST IN WALL. GANG STUDS MAY BE USED INSTEAD OF SOLID POST TYP. U.N.O. O SUB-CONTRACTOR IS RESPONSIBLE FOR THE -' FOLLOWING: Lj I N -VERIFYING & MEETING ALL LOCAL & STATE CODE REQ. U) w - REVIEWING APPROVED PLANS & COMPLYING WITH p ALL APPROVED REQ. OF THE ENGINEER & THE BUILDING DEPT. Lu I - MEETING ALL SAFETY REQUIREMENTS & STANDARD m m SAFETY PRACTICES THAT ARE RECOMMENDED & OR Q REQ. BY STATE & LOCAL AUTHORITIES. z w -VERIFY ACCURACY OF ALL DIMENSIONS. DO NOT O CE LJ SCALE THE DRAWINGS! IF DISCREPANCIES OCCUR, U) PLEASE CONTACT THE DESIGNER. > ww LEGEND o = 2X6 WALL - FULL HEIGHT WALL PER PLAN - STUDS SPACED AT 16" O.C. - PROVIDE R-23.5 BIBS INSULATION ON EXTERIOR WALLS. PROVIDE 1/2" DRYWALL OR OSB AS REQUIRED. = 2X4 WALL - FULL HEIGHT WALL PER PLAN - STUDS SPACED AT PRINT DATE: 16" O.C. - PROVIDE 1/2" DRYWALL 7/19/2022 OR OSB AS REQUIRED. rA L 0 W E R FLOOR PLAN 301 301 = 2X6 HALF WALL -42" TALL WALL W/WOOD CAP - STUDS SPACED AT 16" O.C. W/ 1/2" DRYWALL ON SHEET: 01 1/4 IN = 1 FT EACH SIDE AS REQ. A-101 WINDOW SCHEDULE FLOOR PLAN NOTES DETAIL NUMBER LABEL EGRESS TEMPERED COMMENTS QTY AREA W01 2850SH YES 4 13.33 '1 ALL HEADERS ON EXTERIOR WALLS TO BE INSULATED A-02 W03 202OX 1 4.0 W/2" R-10 RIGID FOAM OR EQ. WHERE ABLE. USE 3-1/2" W04 4040HS 1 16.0 OR 3-1/8" WIDE HEADERS WHENEVER POSSIBLE TO W05 50610 SGD YES YES 2 34.17 ACCOMPLISH THIS. W07 6033TS 1 19.44 W08 9050TS 1 45.0 02 PROVIDE LANDING (BY OTHERS) AT MIN. 36" DEPTH BY W09 6050HS YES 5 30.0 FULL WIDTH OF DOOR. LANDINGS OVER 30" ABOVE W10 12630SH YES 1 7.5 GRADE REQUIRED GUARD PER 2018 IRC. TOTALS: 1 363.E O PROVIDE 18" X 24" OPENING FOR CRAWL SPACE SOLAR HEAT GAIN COEFFICIENT (SHGC) TO BE 0.25 TYP. U.N.O. ACCESS. PLACE OPENING BETWEEN FLOOR JOISTS. AREA SHOWN IS PER INDIVIDUAL UNIT. ACCESS TO UNDER FLOOR SPACE PER 2018 IRC AVERAGE U-FACTOR FOR WINDOWS ON THIS HOME TO BE AS FOLLOWS: SECTION R408.4 WuJ ® PROVIDE A MIN. 22" X 30" ROUGH OPENING FOR ATTIC ❑ 0.27 Z 0.24 E 0.20 ACCESS W/TIGHT FITTING DOOR THAT IS BACKED W/ O INSULATION. EXTERIOR DOOR SCHEDULE SIZE ROOM NAME FIRE TEMPERED COMMENTS AREA 05 SELF CLOSING 1-3/8" SOLID CORE (20 MINUTE) FIRE MUD ROOM/ DOOR. 3068 R EX GARAGE YES 20.0 16070 GARAGE 112.0 © INSTALL RECESSED DRYER VENT BOX BEHIND DRYER. 5 ENTRY/PORCH DRYER VENT TO RUN INTO FDN TYP. U.N.O. 3068 R EX COVER 20.0 07 PROVIDE 1/8" HARDBOARD W/ FSK PAPER OR TOTALS: 152.0 EQUIVALENT MOISTURE RATED BOARD BEHIND ALL B A ROOM FINISH SCHEDULE TUBS & SHOWERS AT EXTERIOR WALLS FOR FULL 6- 301 54' 301 ROOM NAME AREA, INTERIOR FLOOR FINISH SIDED INSULATION INSTALL. 44' 10' SQ FT ® PROVIDE 5/8" TYPE-X GWB ON HOUSE/GARAGE PANTRY 14 COMMON WALLS AS REQ. DIINING 309 95 O ALL PORCH BEAMS TO BE POCKETED INTO WALLS PER 8-3 1/4 7 -9 3/4 8-11 13 -6 3/4 5 -5 1/4 ENTRY 46 DETAIL A-05. TYP. U.N.O. MUD ROOM 45 10 BASEMENT FLOOR CEILING HEIGHT: 8' -TYP. U.N.O. 09 VV08 09 PRIMARY BEDROOM 218 MAIN FLOOR CEILING HEIGHT: 9' -TYP. U.N.O. 6050HS 90 OTS 6050HS PRIMARY BATH 94HALL 36 11 PROVIDE CONTINUOUS HANDRAIL ON AT LEAST ON 11111 GREAT ROOM 421 SIDE, FULL LENGTH OF STAIRS W/ RETURNS AT EACH c� " X 9" GLB 5-1/2" X 7-1/2" GLB 6X6 BATH 58 END. TOP OF HANDRAIL SHALL BE NOT LESS THAN 34" Lo 3-1/2 ROOF BEAM W.I.C. 52 & NOT MORE THAN 38" ABOVE NOSING OF STAIRS. m 00 3-1/2" X 9" GLB "' BEDROOM #3 129 Q C? 12 THE ENCLOSED USABLE SPACE UNDER STAIRS TO BE 3: BEDROOM #2 133 A-07. w BONUS ROOM 286 ONE-HOUR FIRE-RESISTIVE CONSTRUCTION AT WALLS 2Lo z ci & CEILING APPLIED AT THE STAIR UNDERSIDE. FIRE O O CD -1 HLL 600 UTIL TY 60 BLOCK BETWEEN STRINGERS &ALONG RUN BETWEEN w z DINING STORAGE 36 STUDS. Q J CDCN O O BATH 22 12 THIS HOME TO RECEIVE (3) MINI SPLIT CASSETTE UNITS v' 0000 coo o� M HALL 50 FOR HEATING AND COOLING. EXACT LOCATION TO BE z � co ''` N STORAGE (2) 98 DETERMINED IN THE FIELD AND INSTALLED PER MFR PRIMARY BEDROOM L OFFICE/BED 114 SPECS. MINI SPLIT GUEST BEDROOM 162 WALL ! GENERAL FRAMING NOTES ----------- GREAT ROOM � OVEN MINI SPLIT 5'-5 1/4" j OA TYPICAL FLOOR FRAMING CONSISTS OF 3/4" (OR EQUIVALENT) T&G APA RATED SHEATHING (SPAN 9'-10" 2'-6 1/2" 4' S° _ `� RATING 48/24) OVER I-JOISTS PER PLAN. cc: © FIRE BLOCKING IS REQ. AT ALL PENETRATIONS AT THE o Q WALLS & PLATES INCLUDE: PLUMBING, ELECTRICAL & v o 2668 2668 MECHANICAL PENETRATIONS. FIRE BLOCK AT MIN. 10' o0 m O.C. HORIZONTALLY IN WALL CAVITIES. 0 o o N °° z z O o = C U.N.O. NAIL ALL TOP PLATES TOGETHER W/ 10D NAILS w N 6' D CO co so `l ~ cn m O AT 12" O.C. &AT SPLICES W/ 10D NAILS AT 6" O.C. LAP Lo � ~ w O o o o CD SPLICES A MIN. OF 48" TYP. NAIL ALL BOTTOM PLATES N c� TO FLOOR SHEATHING & MUDSILL W/ (2) 10D NAILS AT N EACH STUD BAY. NAIL ALL OSB SHEATHING W/8D Q w `f' o NAILS AT 6" O.C. ON EDGE & 12" O.C. IN THE FIELD Q Q 3'-8 1/2" U.N.O. EXTERIOR STUDS MUST BE SPACED AT 16" O.C. J 3: N PRIMARY 3'-3" 3'-3 1/2" T 7'-7" KITCHEN a� w OD WHERE POSTS OCCUR PROVIDE SOLID VERTICAL GRAIN z z � o BLOCKING SOLID THRU FLOOR TO MATCHING O z ca uj BAH N TH SUPPORTS U.N.O. - O0 u c00o 6 � T J C9 5068 ran niT�v _ Q OE PROVIDE (2) BEARING (TRIMMER) STUDS BELOW EACH p o z Q N _ D END OF ALL HEADERS, BEAMS & GIRDER TRUSSES 6'-0" J N Q 468 2468 SHELF N w IN LENGTH & OVER U.N.O. 3'-5" 6'-7" V-7 1/2" _ 4'-5" 6'-7� (:FD USE 5/8" SHEETROCK OR 1/2" SAG-RESISTANT AT o �, HP WH CD CEILING PER 2018 IRC SECTION R702.3.5 &TABLE. S° �� C © SEE ENGINEERING ON S-201 FOR ALL SHEARWALL O 6' _ � -9 1/2" � M u Q HALL J J I DN PLACEMENTS & REQUIREMENTS. SHEARWALL DETAILS } W. I .C. O _ MUST BE FOLLOWED EXACTLY. NOTIFY THE DESIGNER p J 17' g S&R N OF ANY DISCREPANCIES OR CONCERNS. `l 2 w z z Q 6�8 1�1 s° N ��� 24X30 - O REVIEW APPROVED PLANS & DETAILS PRIOR TO z C6 w 00 S&R D 2468 0o ATTIC c� STARTING FRAMING WORK. CHECK FOR SPECIFIC w 07 U) cn C O5 co M h REQUIREMENTS ON NAILING, BLOCKING, SHEATHING & O m N ANCHOR ATTACHMENTS. S&R 1 _i 2468 °' E NTR MUD R OM CC - OINSTEAD OF SLID POSTLL.TYPAU.N.O STUDS MAY BE USED co5'-1 1/2 5'-5" - BEDROOM #3 GARAGE OJ SUB-CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: Lj SHEETROCK N N -VERIFYING & MEETING ALL LOCAL & STATE CODE REQ. w o = - REVIEWING APPROVED PLANS & COMPLYING WITH p ALL APPROVED REQ. OF THE ENGINEER & THE 03068 W03 LLJ cc CD BUILDING DEPT. w CIA2 �71 20 0X — — — — — — — — Lu - - - - - - MEETINGALLSAFETYREQUIREMENTS & STANDARD Qm BEDROOM #2 P RC COVE O I SAFETY PRACTICES THAT ARE RECOMMENDED & OR < c� I REQ. BY STATE & LOCAL AUTHORITIES. z w O -VERIFY ACCURACY OF ALL DIMENSIONS. DO NOT O o SCALE THE DRAWINGS! IF DISCREPANCIES OCCUR, U) I w PLEASE CONTACT THE DESIGNER. > LuQCc 3-1/2" X 7-1/2" GLB HDR. TYP. N Wol W01 < I_E END o 285 SH 285 SH I 5-1/2" X " GLB = 2X6 WALL - FULL HEIGHT WALL — — — — — — PER PLAN - STUDS SPACED AT 16" O.C. - PROVIDE R-23.5 BIBS 285 SH 285 SH 16070 INSULATION ON EXTERIOR WALLS. 2'-2 1/4 PROVIDE 1/2" DRYWALL OR 4'-0 1/2" 2'-11" 4'-0 1/2" 3'-5 3/4" 2'-11" 4'-1 1/4" 3'-9 1/4" 3'-5" 3'-1 1/2" 10' 10'I ill OSB AS REQUIRED. 11 6'-6 1/2" 2X4 WALL - FULL HEIGHT WALL 11 ' 10'-6" 12'-6" 20' PER PLAN - STUDS SPACED AT PRINT DATE: 54' 16" O.C. - PROVIDE 1/2" DRYWALL 7/19/2022 OR OSB AS REQUIRED. -42" TALL WALL MAIN FLOOR PLAN 301 301 W/WOOD CAP- STUDS SPACED AT 16" O.C. W/ 1/2" DRYWALL ON SHEET: 01 1/4 IN = 1 FT EACH SIDE AS REQ. A-102 ROOF PLAN NOTES DETAIL 01 EXHAUST FAN LOCATION -TO BE VENTED TOWARDS BACK OF HOME - DETERMINED IN FIELD - 6" DIA. HOLE CUT OUT FOR VENTING W/6" FLEX DUCT. 02 FOR ALTERNATIVE ROOF HOLE CUTOUT AND DUCT TYPE/SIZE, REFER TO 2018 IRC M1506.2. 03 CONTINUOUS RIDGE VENTING - CUT SHEATHING BACK 1" AT RIDGE ON EACH SIDE - SEE NOTE 6 FOR VENTING REQUIREMENTS. 11 SQ. IN. NFVA PER LINEAR FOOT. ® PROVIDE A MIN. 22" X 30" ROUGH OPENING FOR ATTIC ACCESS W/TIGHT FITTING DOOR THAT IS BACKED W/ W INSULATION. 40001 O FOLLOW ALL TRUSS FRAMING DETAILS PER MFR. O TRUSS COMPANY LAYOUT SUPERCEDES TRUSSES SHOWN ON THIS PLAN. ri © PROVIDE ATTIC VENTILATION PER 2018 IRC SECTION R806.2. THE NET FREE VENTILATED AREA SHALL BE 1/300 SQ. FT. 50% OF THE REQ. VENTILATION AREA SHALL BE A MAX OF 3' BELOW THE RIDGE OR HIGHEST POINT OF SPACE. THE BALANCE OF REQ. VENTILATION SHALL BE PROVIDED AT THE EAVES. MIN. ROOF B A VENTILATION TO BE A 50/50 SPLIT. PREFERRED 301 301 VENTILATION TO BE A 40 (UPPER)/60 (LOWER) SPLIT. 07 IF NOT USING JACK TRUSSES FROM MFR. FOR R-07 OVERFRAMING AREAS, REFER TO NOTES BELOW FOR OVER FRAMING CONSTRUCTION (2018 IRC SECT. 802.3 R-01.1 & TABLE 802.4.1 RIDGE BEAM MUST BE SAME HEIGHT AS RAFTER END CUT OR LARGER - 2X4 RAFTER (RAFTER SPAN UP TO 6'-0") F - - - - - - - - - - - - - - - — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - 2X6 RAFTE R (RAFTE R S PAN U P TO 8'-10") - 2X8 RAFTER (RAFTER SPAN UP TO 1 V-2") 00 N I 1 - 2X10 RAFTER (RAFTER SPAN UP TO 13'-8") � 3-1/2" X 9" GLIB 3-1/2" X 9" GLIB 5-1/2" X 7-1/2' GLB I THESE VALUES ARE BASED OFF A 24" SPACING USING rn D.F. #2 LUMBER.FOR ALTERNATE SPACING OR Q LUMBER TYPE, REFER TO TABLE 802.4.1(4) w 1 ® :E U.N.O. SHEATH ROOF PER 2018 IRC SECTION R602 & TABLE R605.30). FASTEN PANELS W/ 8D NAILS AT 6" � O.C. AT EDGE & 12" O.C. IN THE FIELD. DO NOT STAPLE z o UNLESS APPROVED BY A LICENSED ENGINEER! Q J Og U.N.O. TOE-NAIL EACH END OF TRUSS AT BEARING z � m (cy).0 WALLS W/ (2) 1OD NAILS & FASTEN W/TRUSS CLIPS PER PLAN. TOE-NAIL ALL GABLE END TRUSSES W/ (2) 1 OD NAILS AT 16" O.C. INTO TOP PLATES. 10 TYPICAL OVERHANGS AS FOLLOWS U.N.O. PROVIDE BLOCKING BETWEEN (MEASURED FROM WALL FRAMING) EACH TRUSS BAY AND ATTACH 1 -GABLES - 13-1/2" 5112 PER DETAIL R-01.4 1 - EAVES - 17-1/2" 1 1 1 PROVIDE VENTED SOFFITS AT ALL EAVES U.N.O. R-01.1 PRE-MANUFACTURED TRUSSES _ I 10 SQ. IN. NFVA PER LINEAR FOOT. @24" O.C. PER MFR SPECS 1 U w ROOF SHEATHING SIZE 0 UP TO 40 LBS w N 1 1 7/16" OSB 1 ❑ UP TO 70 LBS U ci 15/32" OSB Q w I O1 UP TO 130 LBS < Q 1 5/8" OSB � � O I ROOF AREA NOTES Lu z _ J � ~ � 0 Lu U U CO PROJECTED - THIS IS THE AREA OF THE ROOF PLANE POLYLINE, u o z Q N INCLUDING FASCIA AND SHADOW BOARDS, AS SEEN J N Q IN FLOOR PLAN VIEW. IT DOES NOT EQUAL THE ROOF SURFACE AREA UNLESS THE PITCH IS 0. U 5 : 12 I I SURFACE - THIS IS THE AREA OF THE ROOF PLANE'S TOP SURFACE, WHICH COVERS THE FASCIA AND SHADOW R 07 I I BOARDS WITH THE PITCH TAKEN INTO ACCOUNT. o u_ 2 z 1 z w Q 24X30 I OVERHANG - THIS IS THE AREA OF THE ROOF PLANE'S OVERHANG, z °_'� w PROVIDE BLOCKING BETWEEN 0 EACH TRUSS BAY AND ATTACH ATTIC i INCLUDING FASCIA AND SHADOW BOARDS, AS SEEN -1 0 mLn PER DETAIL R-01 .4 IN FLOOR PLAN VIEW. 4 VAULTED - THIS IS THE AREA OF THE CEILING PLANE POLYLINE, AS SEEN IN FLOOR PLAN VIEW. IT DOES NOT EQUAL THE CEILING SURFACE AREA UNLESS THE PITCH IS 0. 3 KXX KXX 3 I w I KXX KXX KXX I w Qm FI� ATTACH GIRDER TO TOP PLATE AT GIRDER TO TOP PLATE fi w /L T (MAT GIRDER PLY) W/LGT (MATCH GIRDER PLY) zCE UII SUCIS i �invur II - x I I I I A41 w Lu °CQ "' I 3-1/2" X 7-1/2" GL.BHDR_TYP. —1Q. - - - - - - - - - - - 1 -01.4 8 1 2 1 1 5-1/2" X 1I2" GLB L - - - - - - -� - - - - - J � o L — — — — — — — — — — — — — — — — — — — — — J z R-09.1 R-03.1 PRINT DATE: 7/19/2022 ROOF PLAN 301 3A01 SHEET: 1/4 IN = 1 FT ROOF AREA A-106 PROJECTED SURFACE OVERHANG VAULTED 2773 SQ. FT. 1 3004 SQ. FT. 1 265 SQ. FT. N/A SQ. FT. APPR RIDGE VENTING, TYP.OXIMATE HEIGHT- 19'-1" ARCHITECTURAL COMP. TYP. 12 ROOFING 8 SHAKE SIDING W � O TOP OF WALL- 9'-1 1 8" 0 HORIZONTAL LAP SIDING L Ell DoUll [HEED JUDO] OTEE DDDOC� OD[11DD JUDO] UEE TOP OF SUB DODD�D [HEED ��DOE OEODDD FLOOR - 0 � ; , � , - TOP OF STEMWALL--11 3/4" — TD0111 DDE1100 EllDDDD TO= EXTERIOR STONE N ELEVATION - FRONT N Lo 00 1/4 IN = 1 FT Q 01 00 3: � CczN O U) o m _ _ _ _ APPROXIMATE HEIGHT-19' 1" l00 z M co 12 12 12 5� �5 12 �5 5 TOP OF WALL-9'-1 1 8" U o w o � o O w o � N 00 U c-'l Q N — 00 Z � Q Q TOP OF SUBFLOOR 0' J TOP OF WALL--10 1 4" @DAYLIGHT BASEMENT Z Z Z O m J w ELEVATION - RIGHT M 04 ELEVATION - LEFT 023/161N = 1 FT -i 3/16 IN = 1 FT HAE TOP OF SUBFLOOR--8'-11 3 8" � _ M U TOP OF STEWALL--9'-11 1 E O U O J w z z w Q 66 O w N cn C/) J O Q U w w J � m m Q z Lu O °C ww � Q 0 O z PRINT DATE: 7/19/2022 0 ELEVATION - BACK 3 3/16 IN = 1 FT SHEET: A-2 01 ARCHITECTURAL COMP. ROOFING. SYNTHETIC ROOF UNDERLAYMENT W/WATER & ICE SHIELD WHERE APPLICABLE INSULATION BAFFLE W/ 1" AIR GAP OSB SHEATHING PER PLAN APPROXIMATE HEIGHT- 19'-1" 2x8 TRUSS BLOCKING AT R-49 ATTIC EVERY OTHER BAY INSULATION FLASHING W/ DRIP EDGE CONT. METAL ;% PN MANUFACTURED 12 TRUSSES PER PLAN GUTTER j NQEF`P� TRUSSES PER PLAN 5 12 5 W e� a 1 R-01.1 O -01.4 FASCIA PER PLAN 2X4 SUB FASCIA TOP OF WALL- 9'-1 1 8" Un LP VENTED SOFFIT 1/2" SAG RESISTANT GYP. 1X2 SOFFIT TRIM CEILING BOARD 00 °; DBL. 2X6 \ TOP PLATE 3/8" AIR GAP R-10 RIGID FOAM ° S-01. ABOVE FLASHING = INSULATION. A-06 3" HIGH BACK z TYR HEADER - q,�G ' 00 FLASHING (PER PLAN) TOP OF SUBFLOOR - 0' _ WINDOW ULu 2X6 NAILER o TOP OF WALL--10 1 4" N HEADER TRIM LOW-E GLAZING. SEE — — — — — — — 00 LO PER PLAN II III III III III III III III III III III III I 0) WINDOW SCHEDULE FOR SPECIFICATIONS. II II II II II II II II II II II II II II II II w � --� - III III=III=III II — — — _ — — —III III—III- 00 3/4" T&G SUBFLOOR Lo I H H I H I H o =111 S-01. III—III—III—III—III III=1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 I- O �„ (GLUED & NAILED) II II II II II II III III II II II II II II II II II = — N �10III—III—III=1 —III -- - — =1 =1 =1 =1 =1 =1 =1 =1 =1 I- w z _ JOIST PER S-01. I I I 11 I11 I11 I11 I11 I11 I11 I11 I11 I11 I11 I11 I11 I I °C Q � R-23.5 BIBS PLAN -III=III=III=III=11I 111IIIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII -1 U) � CD INSULATION _ _ _ _ _ —I III=1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 I- z I °° M 2x6 WALL STUDS SPACED FLOOR JOIST PER PLAN 1 I I I I I I I I I I I I PER WALL LEGEND TOP OF SUBFLOOR--8 -11 3 8 III=1 =1 =1 =1 =1 =111=111=1 -1 =1 =1 =1 =111=111 TOP OF STEMWALL-4-11 1 8" STEM WALL AND 11 Please provide I I RIM BOARD PER =1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1II=1II—III��.;,: FOOTING PER PLAN =1II=1II=1 =1II=1II III=III=III=III- PLAN : II II II ledger detail for II II II II II II 7/16 O S B SHEATHING III—III III—III III—III—III—III—III III—III—III III—III— — — —III—III III—III-1 -1 I- II II II II II II II II II II II 1 - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ II II II II city approval prior II II II II II II _III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I—III—III=1 I I=1 I I III—III III—III—III—i I I—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III -i I I=1 I I=1 I I=1 I I=1 I I—I I I—III=1 I I=1 I I=1 I TYVEK DRAIN WRAP II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I11 II II 11 11 II II II to instalation. II II II II II II =1 =I I I=1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 SIDING PER PLAN CROSS SECTION - AA wCD 1/2" G.W.B. 2 1/4 IN = 1 FT w CD N R-38 MIN. INSULATION OVER WALL ,� APPROXIMATE HEIGHT- 19'-1" v N G.W.B. g 00 z � > �rr J Lu > N TRUSSES PER PLAN z 'U_j o DUPONT STRAIGHT = 12 12 o z Cr J FLASH. WRAP MIN. 3" cD 5 O0 co INTO SILL & 3" DOWN = 5 o Q N FACE OF EXTERIOR 2X6 SOLE PLATE R-01. -01.4 O N Q z 5/4X4 WINDOW TRIM J w U It ---------- TOP OF WALL- 9'-1 1 8" o � U -� R-30 INSULATION — — — — — J o o z w Q 3/4" T&G SUBFLOOR (GLUED & NAILED) °6 a_ O ® z = w � 00 w N cn C/) ANCHOR BOLT PER 4 4O0 m PLAN OR SHEARWALL SCHEDULE A-06 S-01. SHEATHING & SIDING TO EXTEND 1/2" / BELOW SILL PLATE TOP OF SUBFLOOR - 0' = U o TOP OF WALL--10 1 4" w 4 d z II II I I I I I 1 1 1 1 1 1 I 1 1 1 w JOISTS PER PLAN �m >m- �d . I=I I I 1 =I I I 1 =I I I 1 =I I I 1 I I I I I I I I I I I I I I I I I I I I I II II I II II I II II Q FINISHED - — — I 1 IRIM BOARD PER PLAN w GRADE =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 zO m J III III III III III III III III III III III III III III III III III III III III III III III III III III P.T. 2X6 SILL PLATE WITH 00 S-01. I11=11I- =III=III=III=III=11I =III=III=III=III=11I =III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=11I cn 1/2 EXTERIOR OFFSET II w III II II III III III III III III IIIIIIIIIIIIIIIIIIIII II III III III III III III III III III III III III III III III III > � IFU1111111111111111111111-111111111111111III - - - _ - 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 � � i STEM WALL AND m I11=1I I= =1I =1I =1I =1I =1I — — — — —III—III=1I =1I =1I =1I =1I =1I =1I1=1I =1I =1I =1I =1I =1I =1I =1I =1I Q #4 VERT BAR @ 4 �� TOP OF SUBFLOOR--8'-11 3 8" FOOTING PER PLAN 11= X III II II III III III III III III III III III III III III III III III III III III III III III III III III III III III 0 a 111 Q 11111111111 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 48 O.C. U.N.O. ° TOP OF STEMWALL-4-11 1 8" FLOOR JOIST PER PLAN - a - — - - - - - - - - - - - - - - — I-1 i i-1 I I-1 I I-111 -1 I I-1 I I-1 I I-1 I I-1 I I III-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I STEM WALL & HORIZONTAL 111 III III III III III III II III III III III III III III III III III III - II III 111 11 II III III III III III III III III III III III III III III III III III III III III III III III III III III III d d a REBAR PER SCHEDULE — —I I I —I I I I I I I I I —I I I I I I I I , —I I Ii —I Ii Ii —I I I —I I I —I I I —Ii Ii Ii . :� —I I I —I I I —I I I —I I I i i i --I I I I I I I I i i i i i� —I I I —I I I I I I I I I Ii Ii Ii —I I I — —I I I —I I I —I I I —I I I —I I I —I I I — —I I I —I I I —I I I —I I I I I I—CONC. FOOTING & REBAR O (SEE SHEET S-101) _ _ _ _ _ _ _ _ _ _ — — — — — — - - _ _ _ _ _ _ _ _ _ _ _PER SCHEDULE III III III III III III III III III -III III III III III III III III III III III I I III - � ' I I - III III III III III III III III III III III III III III III III III III III III III I I I - 4 — — — — — — — — — — — - — — — - — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — (SEE SHEETS 101) a .6 MIL. BLACK POLY. VAPOR — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - BARRIER III SEALED TO STEM III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III — i 1=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III 11=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=I I I d ° d PRINT DATE: a ° a Dirt may not be 7/19/2022 CROSS SECTION - BB piled tight to the TYPICAL WALL SECTION 03 1/4 IN = 1 FT joists in order to 0 balance the SHEET: SCALE: 1 1/2 IN = 1 FT backfill. A-30 ELECTRICAL SCHEDULE ELECTRICAL PLAN NOTES DETAIL 220 POWER FOR HEAT PUMP 0 ALL KITCHEN & BATHROOM OUTLETS TO BE ON GFCI CIRCUITS 220V © ALL OUTLETS & SWITCHES TO BE PLACED PER 2018 CODE BY LICENSED ELECTRICIAN - PLACEMENT TO BE DETERMINED & LOCATED DURING WALK THROUGH dw P WEATHERPROOF OUTLET © SMOKE DETECTORS SHALL BE 110V HARD WIRED W/ BATTERY BACKUP & SHALL BE INTERCONNECTED. OWNER SHALL BE RESPONSIBLE FOR SMOKE CO CO DETECTOR DETECTORS IF A MONITORED FIRE SYSTEM IS REQ. OD 90% OF ALL PERMANENTLY INSTALLED LAMPS IN CEILING MOUNTED OUTLET LIGHTING FIXTURES SHALL BE HIGH EFFICIENCY LAMPS. W (2018 WSEC SECTION R404.1 OR 2018 IRC N1104.1) I OE PROVIDE HEAT DETECTOR IN GARAGE PER R314.2.3. O DUPLEX FIELD LOCATE PER MFR SPECS. OF PROVIDE THE FOLLOWING ER CONTRACT- EXHAUST (LIGHT) - (4) TV/PHONE DROPS - FIELD LOCATE - (2) USB OUTLETS - FIELD LOCATE ( EXHAUST (WALL MOUNTED) ELECTRICAL SCHEDULE GENERIC ITEMS SHOWN ON PLANS. EXACT LOCATIONS EXHAUST FAN TO BE FIELD LOCATED. REFER TO CONTRACT FOR ANY ADDITIONAL/OPTIONAL ITEMS. W EXTERIOR LIGHT LIGHT FIXTURE P PENDANT LIGHT N N Lo SD SMOKE DETECTOR 00 rn Q SWITCH � z N O � � N Lu � z (::E WALL HEATER Q J o 0 � � L / z � mc) WALL MOUNT LIGHT 1-01 SO � SD CE CHANDILER MINI SPLIT lim SINGLE POLE 0 I • FLUSH MOUNT LED U o Lu O 100 CFM SD CO O O (30 CFM VANITY BAR M o Ll k"), a_ N CONT.) 80 CFM $ THREE WAY U N Q 00 UP z rn (P > > � cli zzLu o Ozm J CIO w Q U U co 0O � z Q `� J N Q r-T U III o o J o L-L1 2 z z uw Q O z = w w cn N C/) O Q D U m U U U) w Lu J >- m m Q Z Lu 0_ CE U) W W Q. � Q O z PRINT DATE: 7/19/2022 01 LOWER ELECTRICAL PLAN 1/4 IN = 1 FT SHEET: E-101 ELECTRICAL SCHEDULE ELECTRICAL PLAN NOTES DETAIL 220 POWER FOR HEAT PUMP O ALL KITCHEN & BATHROOM OUTLETS TO BE ON GFCI CIRCUITS 220V © ALL OUTLETS & SWITCHES TO BE PLACED PER 2018 CODE BY LICENSED ELECTRICIAN - PLACEMENT TO BE DETERMINED & LOCATED DURING WALK THROUGH dw P WEATHERPROOF OUTLET © SMOKE DETECTORS SHALL BE 110V HARD WIRED W/ BATTERY BACKUP & SHALL BE INTERCONNECTED. OWNER SHALL BE RESPONSIBLE FOR SMOKE CO CO DETECTOR DETECTORS IF A MONITORED FIRE SYSTEM IS REQ. O 90% OF ALL PERMANENTLY INSTALLED LAMPS IN CEILING MOUNTED OUTLET LIGHTING FIXTURES SHALL BE HIGH EFFICIENCY LAMPS. W (2018 WSEC SECTION R404.1 OR 2018 IRC N1104.1) I OE PROVIDE HEAT DETECTOR IN GARAGE PER R314.2.3. O DUPLEX FIELD LOCATE PER MFR SPECS. OF PROVIDE THE FOLLOWING ER CONTRACT- EXHAUST (LIGHT) - (4) TV/PHONE DROPS - FIELD LOCATE - (2) USB OUTLETS - FIELD LOCATE ( EXHAUST (WALL MOUNTED) ELECTRICAL SCHEDULE GENERIC ITEMS SHOWN ON PLANS. EXACT LOCATIONS EXHAUST FAN TO BE FIELD LOCATED. REFER TO CONTRACT FOR ANY ADDITIONAL/OPTIONAL ITEMS. W EXTERIOR LIGHT LIGHT FIXTURE P PENDANT LIGHT ix ( N N Lo SD SMOKE DETECTOR rn Q LU $ 0 0 — SWITCH 2LLJ z N C O WALL HEATER m Q J o � 00 z_ ol WP WALL MOUNT LIGHT � m cy) Li _ _ -69 \ I MINI SPLIT /3� o � � CHANDILER �\ — \ CE MINI SPLIT 1 / — I\ SINGLE POLE • FLUSH MOUNT LED w o I / I VANITY BAR O o M o a_ N LL o �"3 THREE WAY t� / � N > a 100CFM 100 CFM (30 CFM \ / z w o (30 CFM CONT.) _ z � Oz � � CONT.) A / L N , p \mI / Q OLu J N Q a_ IL ALI p p p 11 n co — / 1'f lY ts� z w Q 741­ 2 O zLu so so i 3 3 LU U) N � o / I I 6 LLJ W� — — — — Qm \ � w \ oClo \ ww \\ a: Q 101 - - - - - - - --- - - - - - - - - - - - o PRINT DATE: 7/19/2022 UPPER ELECTRICAL PLAN SHEET: 1/4 IN = 1 FT -102