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2021.0020 Pal W Lot 3 Plans R1-1822-3R; < > > WEATHER RESISTANT 5ARRIER OVER SHEATHING OR SU55TRATE FINISH SIDING GSM TRIM FLASHIN& WITH 5" MIN. VERTICAL LE& IORIZONTAL WOOD TRIM H OR I Z. TRIM AT SH EATH INGA0000 STUDS N.T.S. &RAPE I REAR E1.EVA7I0N 1'KIC;;Ptl I =L=V14m'� I ICON 1/4"=1'-O" TYP PER SIDE H IF SITE REQUIRES 5 •••••• COMP ROOF SHAKE SIDING 5/4x6 BARGE W/ 5/4x8 RAKE TRIM CONT. &UTTER 6" HORIZ. SIDIN& 5/4x6 WINDOW, POOR — 4 CORNER TRIM s FRONT 5/4x4 CORNER TRIM s SIDES $ REAR 2XS W/ 2X5 CHAMFERED CAP 12 b 1/4"=1'-O" 56" OPEN RAILING PER IRC 12 7 6 0 2x6 EXTERIOR WALL 1/1ro' PLY OR OSB SHEATHING, TYP. SIDING PER ELEVATIONS OVER VAPOR BARRIER, PRE -FINISHED CONTINUOUS - SHEETMETAL FLASHING, TYP. COMP. ROOFING OVER VAPOR BARRIER ATOP -1/16' PLY OR OSB SHEATHING, TYP. TRUSS OR RAFTER PER PLAN ROOF TO LU,4LL KLASH INCA DETAIL N.T.S. �=i@ONT ELEVATION 1/4"=1'-O" COPYRIGHT 2018 LANDMARK DESIGN INC. ALL RIGA4TS RESERVED ROOF DRIP EDGES PER SEC. 89052.8.5 PROVIDE DRIP EDGE AT EAVES E GABLES W/ A MIN. 2' OVERLAP LE!i�7 ELEVA71 ON 1/4"=1'-0" HOUSE NUMBERS TO BE VISIBLE t LEGIBLE WITH CONTRASTING BACKGROUND FROM THE STREET FRONTING THE HOUSE. ADDRESS NUMBER SHALL BE MIN. 4' HIGH E A MIN. STROKE WIDTH OF 1/2' PER SEC. 8319.1 &RAVE TO SLOPE AAAY FROM FOUNDATION A MIN. OF 6" WITHIN THE FIRST 10' in 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. PLAN NO: L1 -1822-3R DATE: 4-2-21 II 6 b ENR�_*R 4'0 SCHED. 40 STL. I 4-3/8'X3' ANCHOR B( (SIMPSON TITAN HD C 4' CONCRETE SLAB 12'-0' 1510E VIEW STTAODORESIMPON INHQ) 8' 0 3/16 a0 1�1/2'x8'xa' 0 1' TOP VIEW VEHICLE IMPACT 5ARRIER DETAIL MAIN �%-OOiZ PL -AN MAIN FLOOR: 1822 50.f -02T GARAGE : FRONT PORCH: REAR CO\/ERE1 DECK: COPYRIGHT 2018 Landmark Daalpn Ino. ALL RW*M RESERVED 66:2 SO.FT 34'-9' SO.FT 120 6'_0' 12'-0' BE INSTALLED ON EACH FLOOR E OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2015 IRC E WA. STATE AMENDMENTS SEC 8315. 3'-3' 11. INSULATE ALL WATER PIPES PER UPC SEC 312.6 MINIMUM R-4 INSULATION 12. ALL DUCTS E EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO A MINIMUM OF R-8 PER WSEC 84033.1. DUCTS WITHIN A CONCRETE SLAB OR IN THE GROUND SHALL BE INSULATED TO R-10 WITH INSULATION DESIGNED TO BE USED 36' HIGH RAILING PER IRC 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO 0 WALKWAYS. ALL EXHAUst DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. PER 8303.52. 14. GAS PIPING Is t0 BE PROTECTED PER G2415.1. WHERE PIPING Is INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPING Is LOCATED LESS THAN 1-1/2 INCHES FROM THE COVEREV DECK OR FLOOR MEMBRANES WILL BE ATTACHED, THE PIPE SHALL BE PROTECTED BY SHIELD PLATES THAT COVER THE WIDTH OF THE PIPE AND THE FRAMING MEMBER AND THAT EXTEND NOT LESS THAN 4 INCHES TO EACH SIDE OF THE FRAMING MEMBER WHERE THE FRAMING MEMBER THAT THE PIPING PASSES THROUGH Is A BOTTOM PLATE, 5/4X6 DECKING SHIELD PLATES SHALL COVER THE FRAMING MEMBER AND EXTEND NOT LESS THAN 4 INCHES ABOVE THE BOTTOM FRAMING MEMBER AND NOT LESS THAN 4 INCHES BELOW THE TOP FRAMING MEMBER 15. ATTIC 4 CRAWL ACCESS HATCHES OR DOORS Dtx SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 16. WHOLE HOUSE VENTILATION 24 HR TIMER, READILY ACCESSIBLE d WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) To GRADE M1502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET(10.668mm) FROM THE CONNECTION t0 THE TRANSITION DUCT FROM THE 5/0> 5/9 1 P >1,=01< ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH THE TABLE M1502.4.5.1. THE MAXIMUM LENGTH OF 6/ x8/0 SGD 513. 3/0x4/0 XO 610410 XO FRAME WALLS SHALL BE INSULATED BY /Oxe,/o XO S.G. MATERIAL HAVING A THERMAL RESISTANCE OF R-3 PER INCH MINIMUM PER 2015 WSEC TABLE R402A.1.1. EGRESSLILI RAS I / � I SOTUB G OPTIONAL MFG. i DW SINK i METAL FIREPLACE I BREAKFAST WALK-IN /01 INSTALL PER MFR I 9' CEILING KITCHENo c T �� SPECS. PROVIDE 6' i 9' CEILING i 50 CFM cp I SQ. IN. OUTSIDE AIR GREAT w 100 CFM MASTER I ROOM Pros O BEDROOM VAULTED i t'J VAULTED ----------------------------------------�-1 55 I IV O I � LINEN U_ --J I 4'-41' 5'-9i' REFR 12'-31' 4 2 ' ASTER x BATH r O r------� --- &4 9' CEILING � ® I I 2/9x1/0 0 C/O I ' cr i i M PANTRY `------J i Q 110V O S D. O O ��' U HU1H �, ip 60' TUBI 4/ RAS e4 - w/ SHWR G p SHELVES I S.D. N�- Q _ �_ ,_ 5 1 1 9 5 2�i 94% EFF FUJI. r 3/0 NICHE C Q- VEAHIC E IMPACT MAX BTU/HR ct) 50 CFM EF. O 18X24 I I� CRAWL 61 I I Qom,, 1_. U i - U� d) tt 13/8' MIN. SOLID CORE g RR ER 28,416 i SELF CLOSING DOOR 113 8 CEIL. WOOD,STEEL ELEC. HEAT PUMP (K BEDROOM 3 BATH M �AGCESS 6►4i i� r--1� J `Q OR 20 MIN. RATED WATER HEATER LU 9' CEILING 9' CEIL. ----- 2x6 WALL C-4 ----- CFM W ------------------ 110V O O 8/0 HIGH C/O 2_x_6'L LL_� �- S.D. -------------- Qi i 110V O ® B.P. 0 C GARAGE r 5' 9' 10, 5'-1' ni I U 4'-2' '-4 ' 3'_1' = 6'-8 ' USE 1/2' GWB ON ALL WARM AND STRUCTURAL WALLS. (1) LAYER 5/8' TYPE -7 WALK-IN r l'_1 DINING r 'X' ON CE IL INGS. WRAP ALL EXPOSED POSTS COST 110V Q I = li�•, 0 ROOM AND BEAMS IN 1/2' GWB NO DUCT OPENINGS O S D cA 9 CEILING IN GARAGE. Rts - DEN 0 DUCTS THROUGH CLG OR RTSi ® 9' I CEILING - WALL COMMON TO HOUSE, MIN. 26 GAGE STEEL. r WALK-IN BEDROOM 2 9/0 /0 O.H. DOOR C OS t 9' CEILING t / 3/0 Ns. 1/0 B WITH WINDOWS AT TO 4W 0 © 0 N 4/ x6/0 XO A ' COVERED 1 EGRESS FORGH 4/0x6/0 XO � CONC. `=' 9 16/0x8/0 O.N. DOOR EGRESS WITH WINDOWS AT TOP 4/0x6/0 XO BLUE 18 AWG TRACER 8' SQ. COL. ON WIRE REQUIRED AT NON- METAL WATER SERVICE 14' SQ. BASE PIPING PER UPC 604.9 (TYP OF 2) 4'-111' 5--3j. 11' -2j' 1510E VIEW STTAODORESIMPON INHQ) 8' 0 3/16 a0 1�1/2'x8'xa' 0 1' TOP VIEW VEHICLE IMPACT 5ARRIER DETAIL MAIN �%-OOiZ PL -AN MAIN FLOOR: 1822 50.f -02T GARAGE : FRONT PORCH: REAR CO\/ERE1 DECK: COPYRIGHT 2018 Landmark Daalpn Ino. ALL RW*M RESERVED 66:2 SO.FT 52 SO.FT 120 sO.=T 0 GENERAL NOTES: 1. ALL WORK TO BE IN CONFORMANCE WITH 2018 IRC. 2. VENT ALL EXHAUST FANS, DRYER VENTS AND RANGES TO OUTSIDES. 3. VENT WATER HEATER PRESSURE RELIEF VALVES TO OUTSIDE. 4. PROVIDE FIRE BLOCKING AT ALL PLUMBING AND MECHANICAL PENETRATIONS. 5. ALL SHOWER WALLS TO BE WATERPROOF TO MINIMUM 12' ABOVE DRAIN. 6. SHOWERHEADS E KITCHEN FAUCET TO BE LIMITED TO MAXIMUM 1.15 G.P.M. FLOW. ALL OTHER LAVATORY FAUCETS TO BE LIMITED TO MAXIMUM 1.0 G.P.M FLOW. 1. ALL GLAZING WITHIN 60' ABOVE DRAIN INLET TO BE SAFETY GLASS. 8. ALL GLAZING WITHIN 24' OF DOOR OR WITHIN 18' OF FLOOR TO BE SAFETY GLASS S. SMOKE ALARMS - TO BE INSTALLED PER SEC 83143 IN THE FOLLOWING LOCATIONS: IN EACH SLEEPING ROOMS, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS, AND ALARMS TO BE INSTALLED NOT LESS THAN 3 FT. HORIZONTALLY FROM A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER ALARMS TO BE INTERCONNECTED IN SUCH A MANNER THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. D. =SMOKE ALARM -CARBON MONOXIDE COMBO. C UTILITY ROOM NOTES/MAKE UP Al PER IRC G243S 1. WHERE THE EXHAUST DUCT Is CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE UP AIR WHERE A CLOSET Is DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR MEANS. -- -i a 100 SQ INCH TRANSFER GRILL WHOLE HOUSE VENTILATION - INTEGRATED: INTEGRATED WITH FURNACE SEE SHEET N-2 FOR REQUIREMENTS. *REFER t0 SWEET N-2 TABLE 150133(1) 4 150133(2) FOR FAN SIZING AND RUN TIMES FURNACE TO HAVE A DUCT FOR OUTSIDE AIR, MOTORIZED DAMPER WITH TIMER AND CONTROLS ARE TO BE ADDED FOR THE REQUIRED FRESH AIR EXCHANGE. 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. PLAN NO: L1 -1822-M DATE: 4-2-21 ON 10. PROVIDE CARBON MONOXIDE ALARMS PER SEC. 8315 AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED ON EACH FLOOR E OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. PER 2015 IRC E WA. STATE AMENDMENTS SEC 8315. 11. INSULATE ALL WATER PIPES PER UPC SEC 312.6 MINIMUM R-4 INSULATION 12. ALL DUCTS E EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO A MINIMUM OF R-8 PER WSEC 84033.1. DUCTS WITHIN A CONCRETE SLAB OR IN THE GROUND SHALL BE INSULATED TO R-10 WITH INSULATION DESIGNED TO BE USED BELOW GRADE. 13. EXHAUST AIR SHALL NOT BE DIRECTED ONTO 0 WALKWAYS. ALL EXHAUst DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. PER 8303.52. 14. GAS PIPING Is t0 BE PROTECTED PER G2415.1. WHERE PIPING Is INSTALLED THROUGH HOLES OR NOTCHES IN FRAMING MEMBERS AND THE PIPING Is LOCATED LESS THAN 1-1/2 INCHES FROM THE FRAMING MEMBER FACE TO WHICH WALL, CEILING OR FLOOR MEMBRANES WILL BE ATTACHED, THE PIPE SHALL BE PROTECTED BY SHIELD PLATES THAT COVER THE WIDTH OF THE PIPE AND THE FRAMING MEMBER AND THAT EXTEND NOT LESS THAN 4 INCHES TO EACH SIDE OF THE FRAMING MEMBER WHERE THE FRAMING MEMBER THAT THE PIPING PASSES THROUGH Is A BOTTOM PLATE, BOTTOM TRACK, TOP PLATE OR TOP TRACK, THE SHIELD PLATES SHALL COVER THE FRAMING MEMBER AND EXTEND NOT LESS THAN 4 INCHES ABOVE THE BOTTOM FRAMING MEMBER AND NOT LESS THAN 4 INCHES BELOW THE TOP FRAMING MEMBER 15. ATTIC 4 CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES 16. WHOLE HOUSE VENTILATION 24 HR TIMER, READILY ACCESSIBLE d WITH LABEL AFFIXED TO CONTROL THAT READS 'WHOLE HOUSE VENTILATION' (SEE OPERATING INSTRUCTIONS) 11. DRYER DUCT SPECIFIED LENGTH PER SEC M1502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET(10.668mm) FROM THE CONNECTION t0 THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH THE TABLE M1502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 18. 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 PER 2015 WSEC TABLE R402A.1.1. UTILITY ROOM NOTES/MAKE UP Al PER IRC G243S 1. WHERE THE EXHAUST DUCT Is CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE UP AIR WHERE A CLOSET Is DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR MEANS. -- -i a 100 SQ INCH TRANSFER GRILL WHOLE HOUSE VENTILATION - INTEGRATED: INTEGRATED WITH FURNACE SEE SHEET N-2 FOR REQUIREMENTS. *REFER t0 SWEET N-2 TABLE 150133(1) 4 150133(2) FOR FAN SIZING AND RUN TIMES FURNACE TO HAVE A DUCT FOR OUTSIDE AIR, MOTORIZED DAMPER WITH TIMER AND CONTROLS ARE TO BE ADDED FOR THE REQUIRED FRESH AIR EXCHANGE. 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. PLAN NO: L1 -1822-M DATE: 4-2-21 ON / A 0 �r A r m 51� I I OPT. FRAMING FOR F.P. IF � i FND. VENTS AS REQ'D C I CONT. RIM JOIST PER MFR �UUNL�) /4 1 1 UN /4 1 t—/4 1 1 U i NTS -12'-0' MIN. 2' AIR SPACE 4' CONC. SLAB PREVENT WOOD TO CONC. CONTACT W/ CONT. FLASHING OR APPROVED MEMBRANE STUB 04 BARS INTO GONG. SLAB m 18' O.G. F-OUNDATION PLAN COPYRIGHT 2018 LANDMARK DESIGN INC. ALL RIGHTS RESERVED 07 R FOUNDATION NOTES: 1. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL BEAMS TO BE 4x10 DFL 02 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA. x 8' CONC. PADS UNLESS NOTED OTHERWISE. 4. ALL POSTS TO BE ANCHORED AGAINST LATERAL MOVEMENT. 5. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE. 6. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT, BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 1. PROVIDE MINIMUM 18'-24' CRAWL ACCESS. *CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 8. PROVIDE CRAWL SPACE VENTILATION PER IRC SECTION R408. *FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. S. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER 10.PREVENT WOOD TO CONC. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. 11. 4 INDICATES 'SIMPSON' HOLDDOWN. 12. aSEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE < SPACING (SHT 51.0). USE 3' x 3' x 1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS VENTILATION CRAWL SPACE VENTILATION TOTAL NET FREE AREA REQ'D 1822/150 a 12.14 SQ. FT. PROVIDE SCREENED VENTS FOR VENTILATION 25 VENTS REQ'D 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. PLAN NO: L1 -1822-3R DATE: 4-2-21 r-_1 4X8 r;_1 4x8 r NNNNN, -i LSTA30-POST J LSTA30-POST TO POST TO POST :4x4 P.T. POST w/ 24'x24'x12' CONC. PAD Y w/ (2) 04 BARS E.W. WV p0 0 �4 N� 6 2x PT L DGR /(3,1 52.0 ROILIS 19 d m 8'C. DTT1Z 6 48" O.G. 1 {s�, IF I I LU q01z w sP c 1 ZAP MIL. VI UE N P R B R ER `r HR UGH LIT RA LS C 1 r Q AP PL I ES 12'. BL K) ��Z 520/V\�4, s2m - -5'- 5' �' 5 - ._8.�_5._5' ��-�' '-_ 2- - - - - - - - - -- - — - — — -- -- — -- - - - - - I MI 18' 24' (2) LAYERS 1 OF 3/4 J t. PLYWOOD 1 I I I 0 MECH. AREA. 1 ' VEHICLE 4' IAS 8 m m BARRIER p p x4 F T. F OST (YP 5 1 2-0 I I I e I I I E,-] ri r 4' GONG. SLAB W/ S2 0 I ,_5 . �- �- �- 6 MIL. VAPOR BARRIER 1 - -4 -4 5 5 5 OVER 4' COMPACT SAND 1 AND GRAVEL BASE U Od) �\ SLOPE 3' TO DOORS 1 W F- +,�ti+� -i �- � 1 9 3 R.O. J, +� F. 00 7 .I i i i i i �1 Xv�Z C14 L kmd - - - ti+� -- -- --- ----- 4' THICK { GONG. SLAB co \—GRAVEOVER _____ L FILL v ��� �Q� Q \> v�4GS 52.0 R 8 52.0 8BA rj'� rrj'� TYPICAL 4x4 P.T. POST w/ THICKENED 24"x24"x12" CONC. PAD EDGE w/ (2) 04 BARS E.W. 9'-6' 9'-6' 4'-0' 10'-6' 10'-0' 19'-0' 12'-0' Ir Ir Ir Ir MIN. 2' AIR SPACE 4' CONC. SLAB PREVENT WOOD TO CONC. CONTACT W/ CONT. FLASHING OR APPROVED MEMBRANE STUB 04 BARS INTO GONG. SLAB m 18' O.G. F-OUNDATION PLAN COPYRIGHT 2018 LANDMARK DESIGN INC. ALL RIGHTS RESERVED 07 R FOUNDATION NOTES: 1. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL. 2. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. ALL BEAMS TO BE 4x10 DFL 02 ON 4x4 POSTS (4x6 AT SPLICES) ON 24' DIA. x 8' CONC. PADS UNLESS NOTED OTHERWISE. 4. ALL POSTS TO BE ANCHORED AGAINST LATERAL MOVEMENT. 5. SOLID BLOCK AT ALL POINT LOADS FROM ABOVE. 6. FLOOR JOISTS SHOULD BE SUPPORTED LATERALLY AT EACH END AND AT EACH SUPPORT, BY SOLID BLOCKING OR BY ANOTHER APPROVED METHOD. 1. PROVIDE MINIMUM 18'-24' CRAWL ACCESS. *CRAWL ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 8. PROVIDE CRAWL SPACE VENTILATION PER IRC SECTION R408. *FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. S. INTERIOR GRADE OF CRAWL SPACE SHALL BE SLOPED TO DRAIN AND INSURE THE REMOVAL OF WATER 10.PREVENT WOOD TO CONC. CONTACT W/CONT. FLASHING OR APPROVE MEMBRANE. 11. 4 INDICATES 'SIMPSON' HOLDDOWN. 12. aSEE SHEARWALL SCHEDULE FOR ANCHOR BOLT SIZE < SPACING (SHT 51.0). USE 3' x 3' x 1/4' GALVANIZED STEEL SQUARE PLATE WASHERS FOR ALL ANCHOR BOLTS VENTILATION CRAWL SPACE VENTILATION TOTAL NET FREE AREA REQ'D 1822/150 a 12.14 SQ. FT. PROVIDE SCREENED VENTS FOR VENTILATION 25 VENTS REQ'D 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. PLAN NO: L1 -1822-3R DATE: 4-2-21 FROOF VENTILATION CAL CUL AT I ONS 4 RE= I JRE1 IENTS AT LEAST 40964 NOT MORE THAN 5096 OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. VENTILATION REQUIRED PER SEC. 8806.1 - ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSIONS OF 1/16' INCH MINIMUM AND 1/4' INCH MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4' SHALL BE PROVIDED WITH CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16' MINIMUM AND 1/4' MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 8802.1. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR MINIMUM VENT AREA PER SEC. 8806.2 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE I/150 OF THE AREA OF THE VENTED VT- VENT P VENT AND INSULATION CLEARANCE PER SEC. 8806 INSTALLED, INSULATION SHALL NOT BLOCK THE FRE SPACE SHALL BE PROVIDED BETWEEN THE INSULA' LOCATION OF THE VENT. SEE SHEET N2 FOR ROOF VENTILATION ROOF FRAMING PLAN /411=11-011 I- .06.41% 1. DBL. TOP PLATE Z-10 RI&V INSULATION SHADED AREA) 4X HEADER EXTERIOR PLYWOOD TRIMMER HEADER/INSULATION r;)ETAIL IWI COPYRIGHT 2018 LANDMARK DESIGN INC. ALL RIGHTS RESERVED o NTS NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER ROOF FRAMING NOTES: 1. ALL HEADERS t0 BE 4x8 DF 02, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED W/R-10 RIGID INSULATION. 2. ALL OTHER TRUSSES: SHALL CARRY MANUFACTURERS STAMP. SHALL HAVE DESIGN DETAILS AND SPECIFICATIONS ON SITE FOR FRAME INSPECTION. • SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS PER IRC SEC. 502.112 AND 802.10.3 AS WELL AS THE TRUSS INSTITUTE'S BUILDING COMPONENT SAFETY INFORMATION. 3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS AT A MINIMUM OF 22'x30' PER IRC SEC. R80-1.1. ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 5. PROVIDE ATTIC VENTILATION PER IRC SEC. 8806. ALL FRAMING TO COMPLY WITH IRC SEC 8802. 6. aA REFER t0 SHEAR WALL SCHEDULE. MANUFACTURED TRUSSES MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON SITE AT TIME OF INSPECTION, FOR THE INSPECTORS USE AND REFERENCE III ROOF OVERFRAME NOTES: IRC SEC RW23 1. RAFTERS SHALL BE FRAMED t0 2x RIDGE BOARD PER PLAN. RIDGE BOARD SHALL NOT BE LESS IN DEPTH THAN THE CUT END OF THE RAFTER AT ALL VALLEYS AND HIPS THERE SHALL BE A 2x VALLEY OR HIP RAFTER AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER (FULL COVERAGE AT RIDGE, HIPS AND VALLEYS). STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. PLAN NO: L1 -1822-3R DATE: 4-2-21 �I v A 6 12 � cW Q NF �U Z `t F@ 6 12 4x12 COPYRIGHT 2018 LANDMARK DESIGN INC. ALL RIGHTS RESERVED o NTS NOTE - FASTENERS FOR TREATED WOOD TO BE HOT -DIPPED GALVANIZED, STAINLESS STEEL, SILICONE, BRONZE OR COPPER ROOF FRAMING NOTES: 1. ALL HEADERS t0 BE 4x8 DF 02, UNLESS NOTED OTHERWISE. HEADERS AT EXTERIOR WALLS 4 WARM WALLS TO BE INSULATED W/R-10 RIGID INSULATION. 2. ALL OTHER TRUSSES: SHALL CARRY MANUFACTURERS STAMP. SHALL HAVE DESIGN DETAILS AND SPECIFICATIONS ON SITE FOR FRAME INSPECTION. • SHALL BE INSTALLED AND BRACED PER MANUFACTURERS SPECIFICATIONS PER IRC SEC. 502.112 AND 802.10.3 AS WELL AS THE TRUSS INSTITUTE'S BUILDING COMPONENT SAFETY INFORMATION. 3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENGINEER AND THE BUILDING DEPARTMENT. 4. PROVIDE ATTIC ACCESS AT A MINIMUM OF 22'x30' PER IRC SEC. R80-1.1. ACCESS HATCHES OR DOORS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. 5. PROVIDE ATTIC VENTILATION PER IRC SEC. 8806. ALL FRAMING TO COMPLY WITH IRC SEC 8802. 6. aA REFER t0 SHEAR WALL SCHEDULE. MANUFACTURED TRUSSES MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON SITE AT TIME OF INSPECTION, FOR THE INSPECTORS USE AND REFERENCE III ROOF OVERFRAME NOTES: IRC SEC RW23 1. RAFTERS SHALL BE FRAMED t0 2x RIDGE BOARD PER PLAN. RIDGE BOARD SHALL NOT BE LESS IN DEPTH THAN THE CUT END OF THE RAFTER AT ALL VALLEYS AND HIPS THERE SHALL BE A 2x VALLEY OR HIP RAFTER AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER (FULL COVERAGE AT RIDGE, HIPS AND VALLEYS). STUD NOTCHING AND BORING - BEARING OR EXTERIOR WALL NOTCH 25%, BORING 40%. - 60% BORING IF DOUBLED 4 LESS OR EQUAL SUCCESSIVE STUDS. - NON-BEARING MAXIMUM NOTCH 40%, BORING 60%. - HOLES NO CLOSER THAN 5/8 INCH TO FACE OF STUD. 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. PLAN NO: L1 -1822-3R DATE: 4-2-21 �I v FIRE BLOCKING AND DRAFTSTOPPING: PER SECTION 8302.11 • R302.12 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: A. VERTICALLY AT THE CEILING t FLOOR LEVELS B. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'-0' 2. AT ALL INTERCONNCECT IONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES AT STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOASED SPACES UNDER STAIRS SHALL COMPLY WITH SEC. R302.1. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES, AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. COMPOSITION ROOF W/ 30* INTERWOVEN FELT ON 1/2' 24/0 PLYWOOD SHEATHING ALL ROOF FLASHING TO BE MIN. 26 GA GALV. STEEL. ROOF DRIP EDGES PER SEC. 89052.8.5 PROVIDE DRIP EDGE AT EAVES t GABLES W/ A MIN. 2' OVERLAP. TYPICAL EXTERIOR WALL (2) 2x6 TOP B 2x6 STUDS 0 16' O.G. 1/2' SHT'G (APA RATED 24/0) AIR BARRIER EXTERIOR SIDING PER ELEVATION R-21 INSULATION W/ CONT. VAPOR BARRIER (WARM SIDE) H O 2x6 02 OF STUDS m 16' O.C. ATTACH STUDS TO TOP E BOTTOM PLATE (3) 16d FRAMING NAILS. CONSTRUCT TOP PLATE OF (2) STUDS INSTALLED HORIZ. AT THE TOP OF THE G WALL ASSEMBLY AND THE BOTTOM PLA' A SINGLE STUD. INSTALL 2x6 WOOD STUC HORIZ. AS GROSS -BRACING POSITIONED MID -HEIGHT OF THE WALL. She' TYPE 'X' GWB APPLIED VERTICALLY W/ HORIZONTAL JOINTS BLOCKED AND FASTENED W/6d CEMENT COATED llks' CUP -HEAD DRYWALL NAILS W/.0915' SHANK DIA. < 1/4' HEAD DIA. SPACED 8' O.C. ALONG STUDS d PLATES. EXPOSED FASTENER HEADS AND WALLBOARD JOINTS MUST BE TREATED W/(2) COATS OF GYPSUM COMPOUND. A MIN. 2' PAPER, PLASTIC OR FIBERGLASS TAPE MUST BE EMBEDDED IN FIRST LAYER OF COUMPOUND OVER WALLBOARD JOINTS. SOLID TIGHT FITTING TRUSS BLOCKING (SEE DETAIL THIS SHEET FOR EAVE VENTING) 2x8 FASCIA BOARD X,' LP@FLAMEBLOCK®FIRE-RATED OSB SHEATHING W/1.5mm PYROTITE LAMINATE APPLIED TO ONLY ONE FACE OF WOOD PANEL. SHEATHING MUST BE INSTALLED VERTICALLY W/HORIZONTAL JOINTS BLOCKED E W/PYROTITE LAMINATE FACING THE OUTSIDE E MUST BE ATTACHED TO THE STUDS W/111s' 6d COMMON NAILS SPACED 6' O.G. AROUND PERIMETER 4 12' O.0 IN THE FIELD. 511/2' THICK NOMINAL 3 PGF DENSITY UNFACED MINERAL FIBER BATT INSULATION FRICTION FIT BETWEEN THE WOOD STUDS, CROSS -BRACING < TOP/BOTTOM PLATES. WEATHER BARRIER FASTENED OVER THE SHEATHING USING SUFFICIENT FASTENERS TO PREVENT AIR POCKETS IN THE WRAP EXTERIOR WALL COVERING: 1. FIBER CEMENT BOARD 2. T1-11 SIDING 3. WOOD FIBER PANEL 4. CEMENT PLASTER (STUCCO) 5. STEEL SIDING DESIGN: (ICC -ES REPORT - ESR -1365) WALL TYPE 4.3.4 - 1 HR EXTERIOR WALL ASSEMBLY EAVES E WALL WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 E TABLE 8302.1 ATTIC VENTILATION AT LEAST 40916 4 NOT MORE THAN 50% OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE BALANCE OF REQUIRED VENTILATION PROVIDED BY EAVE VENTING. R-36 HIGH DENSITY INSULATION m FLOOf ATTIC SPACE MANUF TRUSSES 24'O.C. SEE ROOF FRAMING PLAN R-461 INSULATION NO SCALE HOUR FIRE -RESISTIVE DETAILS �b ii�af•��1�1A� (2) 2x4 TOP B 2x4 STUD m 16' O.G. 1/2' GWB 3x4 BOT. i£ FAMILY ROOM FLOOR CONSTRUCTION: 3/4' TtG PLYWOOD SUB-FLR GLUED t NAILED TO (SEE FRAMING PLAN FOR SIZE AND SPACING) 6 MIL VISQUEEN VAPORARRIER j CRAWLSPACE CRAWLSPACEOUGHOUT LAP SPLICES 12' MIN. aaea ao Sao 0 L J BUILDING SECTION 5/811=11-011 -11—Ou COPYRIGHT 2018 Landmark Design Inc. ALL RIGHTS RESERVED W/ IN 30 " MIN. 6x6 PT POST 4' LP0FLAMEBLOCK®FIRE -RATED SSB SHEATHING DR 51ha' TYPE 'X' GWB SHEATHING SIDING OR TRIM PER PLAN POST DETAIL FOR STRUCTURES LESS THAN 5' FROM PROPERTY LINE 2x SCREENED EAVE VENT BLOCKS W/(4) 2I/V HOLES EACH - PROVIDE APPROVED INSULATION BAFFLE TO ENSURE I' MIN. AIR SPACE. AF50 ROOF VENTS (50 SQ. IN. NET FREE AREA) SOLID TIGHT FITTING TRUSS BLOCKING 2x8 FASCIA BOARD 2x STUDS PER PLAN 3(6' SHEATHING EXTERIOR WALL COVERING PER PLAN EAVES WITHIN 5'-0' OF PROPERTY LINE PER IRC 302 4 TABLE 8302.1 TIGHTL INE FOUNDATION DRAIN: 4' DIA. PERF. PIPE PEA GRAVEL FILL WRAP W/ FILTER FABRIC 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. PLAN NO: L1 -1822-3R DATE: 4-2-21 MAIN FLOOR ELECTRICAL PLAN 1/4"=1'-O" COPYRIGHT 2018 LANDMARK DESIGN INC. ALL RIW4TS FMSERVED ELr=GTRIC:AL Kr1' OVERHEAD CAN OUTLET DUPLEX OUTLET 220V OUTLET COMBO. EXT. PAN (VTOS) t LIGHT COM50 SMOKE ALARM - CARBON MONO. DET. e 110 V W/ BATTERY C BACKUP GABLE T.V. JACK PHONE UNDER COUNTER LIGHTS CCAS OUTLET HOSE BIB EXT. PAN VTOS 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic— ensed builder and struct— ural engineer for compli— ance to specific site con— ditions. 4. These plans should not be altered by other than a qualified designer, archi— tect, or structural engineer. PLAN NO: L1 -1822-3R DATE 4-2-21 FA U (SENEF;i�AL SfiUCfiUAL NOTES ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION, WITH WASHINGTON STATE AMENDMENTS. DESIGN LOADS: ROOF LIVE LOAD 25 PSF (SNOW) DEAD LOAD 15 PSF FLOOR LIVE LOAD 40 PSF (RESIDENTIAL) 60 PSF (PECKS) DEAD LOAD 10 PSF WIND BASIC WIND SPEED 110 MPH (3 SECOND GUST, ULTIMATE LOAD) RISK CATAGORY II, EXPOSURE B, KA = 1.0 SEISMIC EQUIVALENT LATERAL FORCE PROCEDURE BEARING WALL SYSTEM (LIGHT -FRAMED WALLS) SITE CLASS: D SEISMIC DESIGN CATAGORY: D So = 1.5 - IBC FIGURE 1613311) Spa = 1.0, IE = 1.0, R=6.5 co = 0.154 IN5PECTION5: NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SURFACES SHALL BE INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. FOUNDATION5: PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1,500 PSF BEARING CAPACITY (ASSUMED). BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM 1'4" BELOW OUTSIDE FINISHED GRADE. BACKFILL WALLS WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS. CONCRETE: THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL CONFORM t0 THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2018 EDITION. MATERIALS SHALL BE PROPORTIONED t0 PRODUCE A DENSE, WORKABLE MIX HAVING A MAXIMUM SLUMP OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER USE MINIMUM F'c = 3,000 PSI WITH 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 5.2 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 411/2% ±1.5°ro BY VOLUME. MAXIMUM SIZE OF AGGREGATE IS 11/2 ". ALL CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET t0 BE ON JOB SITE FOR BUILDING INSPECTOR VERIFICATION. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 60 (Fy = (60,000 PSI) DEFORMED BARS IN ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1'40" MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) t0 LAP HORIZONTAL STEEL At CORNERS AND INTERSECTIONS IN FOOTINGS AND WALLS. REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED CHAIRS, SPACERS, OR TIES AND SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT. MINIMUM CONCRETE COVER FOR REINFORCING STEEL: USE SLAB AND WALL BARS: INTERIOR FACES EXPOSED t0 WEATHER OR EARTH FOOTING BARS PROTECTION 11/2 11/2 (05 AND SMALLER) 2" (06 AND LARGER) 3" TIMBER: ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: BEAMS DF*2 OR BETTER POSTS DF12 OR BETTER 2x FRAMING HF*2 OR BETTER ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM t0 "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA U1. RE -TREAT ALL CUT ENDS, NOTCHES, AND DRILLED HOLES IN ACCORDANCE WITH AWPA M4. MAINTAIN MINIMUM 6" CLEAR BETWEEN WOOD AND EXPOSED EARTH. MAINTAIN 8" CLEAR BETWEEN EXPOSED EARTH AND NON -TREATED WOOD AT EXTERIOR FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS. FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC 2304.10.5, ALL MINIMUM NAILING SHALL BE PER IBC TABLE 2304.10.1 U.N.O. MACHINE BOLTS t0 BE A-307. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. MISCELLANEOUS HANGERS t0 BE 'SIMPSON' OR ICC APPROVED EQUAL. ALL HANGERS t0 BE FASTENED t0 WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED. GLUED LAMINATED WOOD MEMBERS: GLUED LAMINATED WOOD BEAMS (GLB) TO BE IN ACCORDANCE WITH ANSI/AITC STANDARD A190.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER USE STRESS GRADE COMBINATION 24F -V4 (Fb = 2,400 PSI) FOR SIMPLE SPANS AND 24F -V8 FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS UN.O. GLUE SHALL BE CASEIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO ENDS OF ALL MEMBERS. BOTTOM LAMINATION t0 BE FREE OF UNSOUND KNOTS LARGER THAN 11/211 DIAMETER AITC STAMP AND CERTIFICATION REQUIRED. RREFARRICATED J015T5: JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS t0 BE ERECTED IN ACCORDANCE WITH THE PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL SHEATHING MATERIAL HAS BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOIST HANGERS TO BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER LAMINATED VENEER LUMBER (LVL): LAMINATED VENEER LUMBER (LVL) t0 BE BY TRUSS JOIST WEYERHAEUSER (MICROLAM - Fb = 2,600 PSI, E = 1,900,000 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED t0 THE STANDARDS SET FORTH IN NER-481 OR CCMC REPORT NO. 08615-R. BEARING LENGTH SHALL NOT BE LESS THAN 11/2 ". DO NOT CUT OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF SUPPORTING MEMBER REARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 48 DF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 5'-0" WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d 0 12" O.C. STAGGERED. STAGGER SPLICES At TOP PLATES MINIMUM 48" AND NAIL WITH 16d is 8" O.C. SHEAR WALLS: ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL BE AS DETAILED ON THE DRAWINGS AND NOTED IN THE SHEAR WALL SCHEDULE. USE APA RATED SHEATHING (24/1(o) WITH A MINIMUM PANEL EDGE NAILING OF ad 6 6" O.C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE COMMON WIRE OR GALVANIZED BOX NAILS. FASTENERS IN PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. DESIGNATED 3x FRAMING MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d 6 12" O.C. STAGGERED. ALL HEADERS SHALL HAVE STRAP CONNECTORS t0 THE TOP PLATE AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' LSTA24 CONNECTOR U.N.O. FLOOR AND ROOF FRAMING: DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SHAKES. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL OPENINGS IN FLOORS AND ROOFS U.N.O. PROVIDE SOLID BLOCKING At RIM JOISTS BELOW CONCENTRATED LOADS FROM ABOVE. APPLY 3/4" RATED SHEATHING (40/20) GLUED AND NAILED t0 FLOOR FRAMING MEMBERS WITH 8d COMMON OR GALVANIZED BOX NAILS AT b" O.C. AT ALL SUPPORTED EDGES AND ad COMMON OR GALVANIZED BOX NAILS At 12" O.C. AT INTERIOR SUPPORTS. APPLY '1/z" RATED SHEATHING (24/1(o) ON ROOF NAILED t0 STIFFENERS OR RAFTERS WITH 8d COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT SUPPORTED EDGES AND ad COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR t0 FRAMING AND STAGGER PANEL EDGES. FLOOR AND ROOF TRU55E5: TRUSSES t0 BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI/TPI 1-2014. THE TRUSS CALCULATION PACKAGE SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS. EACH TRUSS SHALL BE PLANT FABRICATED AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DESIGN LOAD, AND MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICC APPROVED. LOADS SHALL BE IN ACCORDANCE WITH THE RECOMMENDED DESIGN LOADS AND IBC CHAPTER 16. MANUFACTURER SHALL PROVIDE ALL TRUSS -TO -TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS t0 THE BUILDING DEPARTMENT FOR APPROVAL AND MAINTAIN DRAWINGS ON SITE FOR INSPECTION. CONTRACTOR TO VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION AND INSTALLATION. TRUSSES SHALL BE BRACED t0 PREVENT ROTATION AND PROVIDE LATERAL STABILITY IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS AND INDIVIDUAL TRUSS DRAWINGS. NO TRUSS SHALL BE ALTERED WITHOUT PRIOR WRITTEN CONSENT OF THE TRUSS DESIGNER AND ENGINEER OF RECORD. GENERAL CONSTRUCTION NOTES: ALL CONSTRUCTION SHALL CONFORM t0 THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED t0 PERFORM THE SPECIFIED WORK THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS t0 WORK SHOWN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER 5HEAR, UJALL 5CHEDULE MARK MINIMUM SHEATHING (1) SHEATHING NAILING (U ANCHOR BOLTS (3) REMARKS (4, 5) '/2" CDX ad 6 6" O.C. 5/8" a 60" O.C. Qall = 230 PLF OR OSB a 1/2" CDX ad a 4" O.C. 5/8" a 32" O.C. Qall = 350 PLF OR OSB R SEE DETAIL 12 / 52.0 FOR CONSTRUCTION NOTES 1) ALL WALLS DESIGNATED" D" ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE. NAILING AT T1-11 PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT INTERMEDIATE FRAMING t0 BE At 12" O.C. NAILING NOT CALLED OUT SHALL BE PER IBC TABLE 2304.10.1. NAILING IN PRESERVATIVE TREATED LUMBER SHALL BE STAINLESS STEEL OR OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL PER ASTM AI53. 2) HOLDOWNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE OR ICC APPROVED EQUAL TO BE USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM. 3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" NOR LESS THAN 5" FROM EACH END OF EACH PIECE. EMBED BOLTS MINIMUM OF 1" INTO CONCRETE. WASHERS t0 BE 3" x 3" x 1/4" PER IBC SECTION 23083.2 AND OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM AI53. 4) ALLOWABLE LOADS ARE PERMITTED t0 BE INCREASED 40% FOR WIND DESIGN IN ACCORDANCE WITH AF4PA SDPWS TABLE 43A. 5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d is 12" O.C. STAGGERED. 1 STEPPED FOOLING DETAIL SIS SCALE: 14m • 1'-0" MSTC40 HOLDOUR ALIGN WITH EMBEDDED STHD TYPE 14OLDOM BELOW. SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING SHEATHING t NAILING PER PLAN. MATCH WALL ABOVE UNA. lbd a 16" O.C. SOLE PLATE NAILING. �31/411 SUBFLOOR (3) ed JOIST -TO -TOP PLATE UNA. MAINTAIN MIR IV2" END DISTANCE. 2 x 6 STUD a 16" O.C. USE DBL STUD s ENDS OF SHEAR WALLS t HOLDOWNS. 2x PT SILL w/ s" OANCHOR BOLT t 3" x 3" x 11/4" WASHER AT V-0" OZ. UNA. (ALT. MASA 9 48" O.C) STHD TYPE HOLDOWN PER PLAN. -04 BAR® 10" O.C. - WORM (36" •4 BAR a 16" O.C. - VERT. FINISH GRADE • ° 04 BAR CONTINUOUS (TYP OF 2) (18" MIN ) pD D p p D P i2� CRIPPLE WALL WITIH BACKFILL FOUNDATION COPYRIGHT 2021, SEGA ENGINEERS bt U cn W U� 0 0 0 co 0 a 0 .61a 2� m b a 0 a� m 0 CO as -- 0 . M d v 0 a b a cq w cq DA w w cq cq JOR O�-0�9 STEM V WALL a H � a �77— a 4 Z cl w ° O a a w e U_ ADD "4 FOR a J BAR STEPS EXCEEDING 2'. U �N a 2 to Q 8�� a MAX. MAX. 1 CONTINUOUS FTG._/ REINFORCEMENT MINIMUM 1 STEPPED FOOLING DETAIL SIS SCALE: 14m • 1'-0" MSTC40 HOLDOUR ALIGN WITH EMBEDDED STHD TYPE 14OLDOM BELOW. SHEATHING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING SHEATHING t NAILING PER PLAN. MATCH WALL ABOVE UNA. lbd a 16" O.C. SOLE PLATE NAILING. �31/411 SUBFLOOR (3) ed JOIST -TO -TOP PLATE UNA. MAINTAIN MIR IV2" END DISTANCE. 2 x 6 STUD a 16" O.C. USE DBL STUD s ENDS OF SHEAR WALLS t HOLDOWNS. 2x PT SILL w/ s" OANCHOR BOLT t 3" x 3" x 11/4" WASHER AT V-0" OZ. UNA. (ALT. MASA 9 48" O.C) STHD TYPE HOLDOWN PER PLAN. -04 BAR® 10" O.C. - WORM (36" •4 BAR a 16" O.C. - VERT. FINISH GRADE • ° 04 BAR CONTINUOUS (TYP OF 2) (18" MIN ) pD D p p D P i2� CRIPPLE WALL WITIH BACKFILL FOUNDATION COPYRIGHT 2021, SEGA ENGINEERS bt U cn W U� 0 0 0 co 0 a 0 .61a 2� m b a 0 a� m 0 CO as -- 0 . M d v 0 a b a cq w cq DA w w cq cq JOR O�-0�9 11/2" RATED SHEATHING 8d m 6" O.C. ad 6 6" O.C. (4" O.C. a SIM.) ''/2" RATED SHEATHINGNOTE: 1/2" RATED SHEATHING w/ TRUSS TO DEVELOP = ed 6 4" O.C. t0 FRAMING CAPACITY OF CONNECTOR Q W STAGGERED SHEATHING PER PLAN. EXTEND OVER N 2x VENTED BLOCKING. H1 FRAMING ANCHOR TRUSS PER PLAN EACH TRUSS. USE HIOA- 2 8d 0 6" O.C. AT DBL TRUSS. GABLE END TRUSS. 1 A35 FRAMING ANCHOR is 24" OLL .C. DBL 2x TOP PLATE.BEAM At SIM.) w w LL ( U A35 48" O.C. Hl FRAMING ANCHOR. cn O TRUSS PER PLAN DBL 2x TOP PLATE. LAP \\\—(USE 24" O.C. At SIM.) CONNECTOR STRAP 2x VENTED BLOCKING. SPLICE 4'-0" MIN. � NAIL w/ 2x BRACE PER TRUSS SUPPLIER END NAIL t0 TRUSS pBL 2x TOP PLATE. LAP SPLICE OR G 48" O.C. SECURE w/ PER PLAN. EACH END w/ (2) ad. 4'-O" MIN. 4 NAIL w/ 16d 6 4" O.C. 16d � 6" O.C. STAGGERED. A34 EACH END. NOTE: WALL SHEATHING AND NAILING STAGGERED. ADD L6TA24 TO TRUSS PER PLAN. TRUSS PER PLAN INSTALL CONNECTOR PRIOR SPLICE PER PLAN SHEATHING 4 NAILING �1 t0 PLACING COMMON TRUSSES PER PLAN OR SCHEDULE. PER PLAN OR SHEAR 1 2x FRAMING PER PLAN. DBL 2x TOP PLATE. LAP SHEATHING AND NAILING 2x STUD (NOT SIM) SPLICE t0 OCCUR ON COMMON 2x FRAMING PER PLAN. WALL SCHEDULE. (HEADERS SIM.) SPLICE 4'-0" MINIMUM PER PLAN OR SCHEDULE. Q � MEMBER OR BLOCKING 2x FRAMING w � ew 1 TYPICAL ROOF FRAMING CONNECTION 2 ROOF FRAMING 0 CABLE END 3 ROOF FRAMNIG AT COVERED PATIO 4 DRAG 5TRUT CONNECTION � a 52 0 SCALE: 1" = 1'-0" 52 0 SCALE: 1" = 1'-0" 52.0 SCALE: 1" = I'—m" 52.0 SCALE: 1" = 1'-0 " o ,ti U 0 2x STUD PER PLAN. USE MINIMUM 0 8d 6" OC 2x BLOCKING w/ (3) ad SHEATHING 4 NAILING DBL SCUD ENDS OF SHEAR 2x STUD PER PLAN. USE 5 o TOE -NAIL t0 4x BEAM 4 PER PLAN OR SCHEDULE WALLS AND HOLDOWNS. SEE SHEAR DBL OR 3x STUD 6 HOLDOWN. FRAMING 4 SHEATHING PER a (2) 8d TO JOISTS. WALL SCHEDULE FOR 3x STUDS. PLAN. SEE PORTAL FRAME N's � ANCHOR BOLT w/ 3 x 3 x '44 • �I SUBFLOOR PER PLAN 16d � 16" O.C. SOLE 2x Pt SILL w/ ANCHOR BOLI 4 JOIST PER PLAN PLATE NAIING 3i �' SUBFLOOR 3" x 3" x 1� " QALY. WASHER SEE PANEL PER PLAN. (12/52.0) GALVANIZED PLATE WASHER as c 4 SHEATHING 4 NAILING SCHEDULE FOR SIZE AND SPACING. JOIST PER PLAN PER PLAN OR SCHEDULE 5 „ „ 2x Pt SILL w/ (2) 2x NAILERS U " 2x4 w/ (8)16d AT USE Na o 60 O.C. U.N.O. 2x4 GUSSET EA BEAM PLICE. 4" SLAB ON GRADE OVER a (NOT A METAL CAP) 6" MIN. a MIN. 6 MIL VAPOR BARRIER a SIDE w/ (8)16d FINISH GRADE OR 1 j o a (ALT. METAL CAP) 04 BAR - HORIZONTAL 12 MA SLAB ON G DE J cQ w !al d � a W #4 BAR - HORIZONTAL—/- SLAB ON GRADE PER PLAN a �, 4x4 Pt POST 6" MIN. (NOT S.OG.) 2x Pt SILL P OVER 6 MIL VAPOR BARRIER STHD HOLDOWN a a a (4x6 AT SPLICE) FINISH GRADE 12" MAX. ANCHOR BOLT w/ 3"x3"x'i4" GALV. 1�-6�� STHD HOLD ; ON COMPACT BASE. PER PLAN a a l 5.0 SIM.) #cQ WASHER SEE SCHEDULE FOR SIZE PER PLAN ,C' a MAB ANCHOR cQ 18" 4 MBAR 24 O.C. MIN. d #4!BAR 9 24 O.C. - VERTICAL a a a #4 BAR CONT. - TYP. (ALT. A3 S DES) - VERTICAL 4 SPACING. USE 5%4 6 60" O.C. MIN. (oil #4 BAR 24" O.C. -VERT. TWO MIN. 1'-6" MIN.O 12" 4'-O" MAX. STHD HOLDOWN FTG PER PLAN MIN. D p ° ®° (oil PER PLAN. 6" 04 BAR CONT. 6 ° °O (8" a SIM.) FINISH GRADED 1'-0" 8 6 04 BAR CONI. 1'-0" 5 FLOOR FRAMING AT CRALL SPACE go FOUNDATION AT CRAWL SPACE r-_ FOUNDATION AT 5LA5 ON GRADE FOUNDATION AT OVERHEAD GARAGE DOOR s2.0 SCALE: I" = 1'-0" 82.0 SCALE: I" = 1'-0" 52.0 SCALE: I" = 1'-0" s2 0 SCALE: I" = 1'-0" L5TA24 STRAP (FAR SIDE) 16" 2x TOP PLATE MINIMUM NAIL SHEATHING TO HDR HDR PER PLAN. EXTENDw/ 8d 6 3" O.C. EACH WAY. OVER PANEL t0 KING SCUD. (6) 16d KING STUD t0 ----- ------ ------------------- ,� ; ; ; ; ; HEADER _I I _ r -fir N_ # Ir 2x KING STUD w/ 2x FASTEN TOP PLATE t0 I/ `; CRIPPLE STUD HEADER w/ (2) ROWS 16d AT 3" O.C. :: 4x BLOCKING os MIDDLE r;r 'ri 24" IF REQUIRED. + r;r oo 10'-0" MAX.rIr!...— # r r + r #+r \ (8'-0" SIM) r;rr — r k+ :! '/2" RATED SHEATHING (24/0 EXP I). �I :: :! NAIL w/ (2) ROWS ad m 3" O.C. AtLa r,r r PANEL EDGES. (2) 2x CRIPPLE rcn ;r r, SCUDS. r`r r! T. r r�r r r;r r;r (2) 2x PLATE. (NAIL —� rr r r + #!# SHT'G t0 EA PLATE) +!+ \( lrir nr TOP OF STEM WALL -- ..; =-;_toll, ELEV. VARIES C � JI 5TND14 HOEDOWN UNO. 2x PT SILL \(2) %4 ANCHOR BOLT w/ MIN. -7 EMBEDMENT 4 3" x 3" x '44" :z GALVANIZED IE WASHER FOUNDATION PER PLAN. MIN. S" THICK STEM WALL w/ 04 BAR HORIZ. TOP 4 BOTTOM, 12PORTAL FRAME PANEL 52 0 SCALE: I" = I' -m" 01 8& � . _ o V12 117-1111 1 COFYRIGHT 2020, SEGA ENGINEERS JOB 0-1-019