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REV1 APPROVED BLD-PLN BLD2021-0869+Architectural_Plan+3.16.2022_4.45.42_PM+27425372 A3.2 1 A3.1 BASEMENT FLOOR DEMO PLAN SUALE:1/4" = 1'-0" m1fly E -_I EXISTING TO REMAIN EXISTING TO BE REMOVED \�MEL RES/pF OAP ti l J +n Q Z k<P<l R De, '9TTCFWq•2o(-�,�� O N O J 00 ON. 0 Z W Q LU 0 w u �Z O 0 N � W Cie Z Z Lu O m W O 1 to 1w � J O VLU W I w � 3 Z cUi� Q p W -> Z � Q Q w Cie Q � w LU W o� w mm) IV C o• W M Z W 0 W p = PRINT DATE: I~ v DRAWING ISSUE: Q PRELIM. PRICING SET Z PERMIT SET O CONSTR. SET o PERMIT REV. SET Q DRAWN BY: Z REVIEWED BY: O F- 0 Z O ry w O O z C J Q w > L.L J 0 n CiezO 0 w Q W Cie HLU z Q O V Q Tic Q 0 3/16/221 DATE: 03.10.21 06.18.21 08.23.21 02.18.22 NC TLR AD201 10' SIDE SETBACK 1 A3.2 REMOVE(E PATCH PART OF (E ROOF TO REMAIN —SSA ss f■=rrly,I,, EXISTING TO REMAIN EXISTING TO BE REMOVED EXISTING FLOOR/ROOF AREA TO BE REMOVED ------ PROPERTY LINE -------------------------------------------------------------------------------------------------------------------------------- 2 A3.2 FIRST FLOOR 0C:AI P 114" = 1'-n" DEMO PLAN e AEL RES/pF OAP 4T1 J� i-i Q� Q Z RD, �J WA • 20 6 O N O J CID z W Q LU 0 W o �z 0 o se LU ce ZW o m W J ad � 0 J O V z Lu w N .o Z Q o w z � Q Q w = a � w LU Ww pe o• LU z 00 z w 0 r PRINT DATE: v DRAWING ISSUE: Q PRELIM. PRICING SET Z PERMIT SET O CONSTR. SET 0 PERMIT REV. SET Q DRAWN BY: cn z REVIEWED BY: O 0 Z O O w 75 W LU Z o O Q ce O o J a H O V 0 Q 0 3/16/221 DATE: 03.10.21 06.18.21 08.23.21 02.18.22 NC TLR AD202 1 A3.2 2 A3.1 DF 1 A3.1 i Fr.Ftin 0 EXISTING TO REMAIN C _ _ EXISTING TO BE REMOVED NEW ROOF AREA ;OOF AREA TO BE REMOVED e AEL RES/pF OAP 4T1 J-i � Q� Q Z De, Wq•2p6�,3 O N O J CID Ol.. z W Q LU 0 W o �z Lr, o � L U ce ZW o m W � J J ad 0 O V z Lu w N .o Z Q o w z � Q Q w = a � w LU Ww LU pe 0...z 00 z w 0 r PRINT DATE: v DRAWING ISSUE: Q Z O 0 Q PRELIM. PRICING SET PERMIT SET CONSTR. SET PERMIT REV. SET DRAWN BY: cn z REVIEWED BY: O 0 Z O z w Q J n w 0 0 75 ce W 0 V z 0 O 0 0 Q 0 3/16/221 DATE: 03.10.21 06.18.21 08.23.21 02.18.22 NC TLR ROOF DEMO PLAN 2 1 SCALE:1/4" = 1'-0" AD203 A3.2 UP 1 I A4.2 A4.1 I I 2 A3.2 1 A4.5 1 A4.3 ..10OR SCALER/4" = l'-0" 1 A3.1 1 A4.4 SEE SHEET A2.2 FOR TYPICAL FLOOR NOTES LEGEND © CARBON MONOXIDE DETECTOR SD SMOKE DETECTOR, SEE TYP. FLOOR NOTES #6 EXHAUST FAN ON SWITCH, SEE TYP. 0 FLOOR NOTES #12. EXISTING WALL SIDE SETBACK 0 NEW WALL NEW FLOOR AREA N GROSS SQ. FT.: (E) BASEMENT FLOOR: 1,269.47 sq ft e AEL RES/pF OAP 4T1 J Q� Q Z De, �j.T<F�q•2p6�,3 O N O J � O". Z WLu Q w 0 V 0 0 N � 0 Cie w 2 O w Luao w_ V 99 Q W Z se Z W 1 J J O �1 Lu 0 w � Z cUi� Q p W Z � Q Q w Cie Q � w Lu W o� w mm) IV C o• w z 00 0 Lu p = PRINT DATE: rr v DRAWING ISSUE: Q PRELIM. PRICING SET Z PERMIT SET O CONSTR. SET o PERMIT REV. SET Q DRAWN BY: Z REVIEWED BY: O H p Z Z 0Lu J F- n oo N 1..- Cie O w O O J H Cie <Cie ` H W O V w Q 0 3/16/221 DATE: 03.10.21 06.18.21 08.23.21 02.18.22 A201 NC TLR 1 A3.2 DS BELOW DECK GUTTER BELOW DECK COMPOSITE DECKING PER OWNER'S SPEC LIST EXISTING WALKWAY & PATIO BELOW (N)36"H CABLE RAILING 1 A4.4 / (N) GUTTER, SEE NOTE ON 1 /A4.3 SIDEYARD SETBACK = ASSUMED WIDTH OF (E)WALL 7 114" 2 -SS- - A3.1 - - SS - SS - 400 ss4n,_q 1 /q° ..,...,. , - G 1/2" 26'-7 3/4" 1111 8'-2" _ SS - �ro� SS 108 - - SS SS SS - - SS A4.1 ss � - E)DS I L I DW I I I I � I � I I (E)KITCHEN I 101 � I (E)DINING 100 I I (E)WOOD I I FLOORING I (E)WOOD FLOORING, 1/2" ±13'-51 /4" cn (N)VAULTED SHED PORTION c OF ROOF _-- I I C PROPOSED (N) DECK 232. 8 sq ft v cl) 0 N W01 a-d ABOVE - � - - 11 11 jilli STUDIO BELOW - WATERPROOF DECKING SYSTEM OVER HEATED SPACE, SEE R3 �IIII� SLOPE 1/4 PER FOOT BELOW DECK SYT M II o � I I U) CO I w I ------------------- ------ 1 PART OF (E) GABLE /� 36" PONY WALL ROOF TO REMAIN & GUARD RAIL. (E) WALL BELOW 1 A4.2 -------------------------- ---- 14'3114" ±5'-3 1/4'" - (E)DROPPED CLG; SEE ROOF PLAN FOR BEAM ALIGNMENT - I ISOUTH I I III E HALLW�II)wwI102 I I III I - - - - - - - - - - - - - FIREPLACE TO BE (E)CARPEk -------- - - - - -- MADE FUNCTIONAL. (E)LIVING ROOM REROUTE (E) BOILER 107 EXHAUSTAS NEEDED (E)WOOD w III FLOORING I III SDI CTRBEAM &DOOR _---------III ON -INTERIOR WALLS/ - FIREPLACE III I I I 03 � III I I (N)VAULTED CEILING WITH WD T&G CLG III �D (CEDAR OR FIR INSTALLED PERK TO BEAMS), AND EXPOSED WOOD BEAMS (N) RECESSED LIGHTS ABOVE III III L � II Lu III III zt (E)STUDY 106 (E)CLOSET 00 (E)BEDROOM + 103 15-91 /4" - T-10 1/4" CLG HT. - (N) CARPET r, _ 9'-4 3/4" +I VAULTED c, J O D03 } )POWDER 105 ( Dos BATHR00 104 I SKYLIGHT :ABOVE (E)& (N)ENTRY 106 SHORTENED (E)CLOSET F. M E DS () 4'-11" +/- 5'-1 1/2" ENTRY EXTENSION BATH EXTENSION SEE ENLARG ED FLOOR PLAN & INT ELEVATIONS BY OWNER \�eEL RES/pF OAP 4T1 J Q� Q Z De, Wq•2p6�,3 O N O co - - SS 0 -ss- z W Q ss - - 0 Q ROOFABOVE `I I� 1 I A3.1 a WOW J oofz W01 02 1 A4.5 (N)WINDOW SEAT W/ STORAGE BELOW. CENTER IN ROOM & ON (E)WINDOW TO BE REMOVED J TOTAL FINISHED DEPTH ±11" (E)CONC WALKWAY VERIFY LOCATION 2/ - OWNER. TIE INTO �(E)TIGHTLINE SYSTEM 1 \ / (N)ROOF EXTENSION AND GLASS ROOF / COVERING ABOVE SIDEYARD SETBACK (N)STL POST PER STRL, SEE ROOF PLAN FOR LOCATION (N)AGGREGATE CONC. W/ BRICK INLAY STOOP, SIMILAR TO (E). Ec w S cn TYPICAL FLOOR PLAN NOTES: V �Z_ N 1. ALL EXISTING DIMENSIONS ARE APPROXIMATE AND TO FACE OF EXISTING FINISH. TO BE VERIFIED IN O ID FIELD. ALL NEW DIMENSIONS ARE TO FACE OF CieW FRAMING, UNLESS NOTED OTHERWISE. O 2. ALL NEW INTERIOR WALLS TO BE 2x4 @ 16" O.C. LU O (U.N.O.) a0 W J 3. ALL NEW EXTERIOR WALLS TO BE 2x6 @ 16" O.C. N ::E J (U.N.O.) 4. NEW STAIRS: Lu V in MAX STAIR RISE IS 7 3/4", MIN RUN IS 10". MINIMUM Z TREAD IS 10" MEASURED AT RIGHT ANGLES TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD Q w W 4A 0 DEPTH SHALL NOT EXCEED THE SMALLEST BY MORE _ THAN 3/8". Cie Z • THERE SHALL BE A HANDRAIL ON ONE SIDE OF N STAIRS WITH 4 OR MORE RISERS. HANDRAIL HEIGHT - W SHALL BE VERTICALLY 34-38" ABOVE THE STAIR 2 > Q NOSING. HANDRAIL DIAMETER SHALL BE 1 1/4-2", OR IF NOT CIRCULAR, AT LEAST 4", MAX 61/4" WITH A MAX CROSS SECTION OF 21/4". RETURN HANDRAILS TO Z Q THE WALL OR A NEWEL POST. HANDRAIL DISTANCE � �/ 0 FROM WALL SHALL BE AT LEAST 1 1/2". • ALL EXTERIOR STAIRS SHALL BE PROVIDED Q ILLUMINATION (MIN 1 FC) IN THE IMMEDIATE VICINITY w OF EACH LANDING. C A V` • A SPIRAL STAIRWAY SHALL HAVE A 7 1/2" MINIMUM = CLEAR TREAD DEPTH AT POINT 12" FROM THE NARROW EDGE. THE RISERS SHALL BE SUFFICIENT �} �1 TO PROVIDE A HEADROOM OF 78" MINIMUM, BUT - RISER HEIGHT SHALL NOT BE MORE THAN 9 1/2". THE Cie A V` MINIMUM STAIRWAY CLEAR WIDTH AT AND BELOW THE W Z 00 HANDRAIL SHALL BE 26". 0 5. GUARDRAIL: PROVIDE A GUARDRAIL WHERE THERE IS AVERTICAL DROP IN FLOOR SURFACE to GREATER THAN 30". THE MIN HEIGHT OF THE GUARD w In SHALL BE 36" ABOVE WALKING SURFACE. OPENINGS IN THE GUARD SHALL NOTALLOW A SPHERE OF 4" TO = PRINT DATE: 3/16/22 PASS THROUGH (6" AT THE TRIANGULAR PORTION OF � ASTAIR). GUARDRAIL SYSTEM ELEMENTS AND DRAWING ISSUE: DATE: SUPPORTING CONNECTIONS MUST BE ABLE TO v RESIST A200 LB. CONCENTRATED LOAD APPLIED AT Q PRELIM. PRICING SET 03.10.21 THE TOP OF THE GUARD. INFILL COMPONENTS MUST ~PERMIT Z SET 06.18.21 RESIST A 50 LB. LOAD APPLIED OVER A 12"X12" AREA. 6. SMOKE DETECTORS TO BE HARD WIRED W/ O CONSTR. SET 08.23.21 BATTERY BACK-UP PER R313. Q PERMIT REV. SET 02.18.22 7. PAINT: NEW PAINTAT EXTERIORAND INTERIOR REMODELED SPACES. 8. INTERIOR WOOD TRIM: MATCH EXISTING AT Q DRAWN BY: NC 0 ADDITIONS. 9. PLUMBING FIXTURES: PROVIDE NEW PLUMBING Z REVIEWED BY: TLR FIXTURES INCLUDING SINKS, FAUCETS, SHOWER O FITTINGS, TUB & TOILETS AS SHOWN ON FLOOR PLAN. 10. DOOR HARDWARE: NEW DOOR HARDWARE AT 116- REMODELED SPACES. 0 co 11. LIGHTING: A MINIMUM OF 90% OF LAMPS IN NEW Z +I LIGHT FIXTURES SHALL BE HIGH EFFICACY PER R404. 0 12. VENTILATION FAN: REFER TO ENERGY V Z REQUIREMENTS ON A0.0. EXHAUST DIRECTLY TO THE OUTSIDE. THE POINT OF DISCHARGE OF EXHAUST H AIR SHALL BE AT LEAST THREE FEET FROM ANY to J OPENING INTO THE BUILDING. ^ LL SEE SHEET A4.5 FOR ASSEMBLY LEGEND Cie w i 0 O � 0 LEGEND cle O J © CARBON MONOXIDE DETECTOR V u- SD SMOKE DETECTOR, SEE TYP. FLOOR NOTES #6 < EXHAUST FAN ON SWITCH, SEE TYP. 0 H FLOOR NOTES #12. Z EXISTING WALL O - -� NEW WALL NEW FLOOR AREA u- N 7- 1 A6.1 GROSS SQ. FT.: - - - - - - - - - - 10'-1/2" (E) MAIN FLOOR: 1,459.61 sq ft (E) MAIN FLOOR TO BE REMOVED: 1.51 sq ft 154" 5'-8" PROPOSED ADDITION: 87.45 sq ft ----------- ( AIRST FL O PLAN 2 i)-f LE:1/4" = 1'-0" A3.2 A202 SIDEYARD SETBACK 2 A3.1 A3.2 0OW SEAT OUT'S iED DEPTH TO THIN (E)EAVE HANG 1 'E DETAIL V::) JTTER ZL ^ � DF COVERING WITH PAINTED )RT. INCLUDE GUTTER AT ILL STL MEMBERS PER STRL, :lY & ATTACHMENTS PER TYPICAL ROOF NOTES: 1. FLASHING SHALL BE INSTALLED IN SUCH A MANNER AS TO PREVENT MOISTURE ENTERING THE WALL AND ROOF THROUGH JOINTS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PENETRATIONS THROUGH THE ROOF PLANE. METAL FLASHING SHALL BE CORROSION RESISTANT WITH ATHICKNESS OF NOT LESS THAN .0019". IRC 903.2. 2. FOR ROOF VENTILATION (EXCLUDING AREAS WITH SPRAY FOAM INSULATION), PROVIDE A MIN. 1 SF VENTAREA PER 150 SF OF ATTIC TO BE VENTED AND ALLOW A MIN. 1" AIR GAP BETWEEN INSULATION AND ROOF SHEATHING. i FaFtin NEW ROOF AREA e AEL RES/pF OAP 4T1 J-i � Q� Q Z De, Wq•2p6�,3 O N O J 00 Z W Q Lu 0 w o �z o � w ce ZW L m WLu O 1 J ad 0 O V Q Lu Lu w 0 � Z t/� Q Z � Q Q w = Q w Lu Ww pe 0...w z 00 0 (n w 0 r PRINT DATE: H v DRAWING ISSUE: Q PRELIM. PRICING SET Z PERMIT SET O CONSTR. SET 0 PERMIT REV. SET Q DRAWN BY: cn REVIEWED BY: Z O 0 Z O V w I~ Lu Q Lu > J O n H ce I 0 0 Q 0 7 ry Z O 0 Q 0 3/16/221 DATE: 03.10.21 06.18.21 08.23.21 02.18.22 A204 NC TLR (N)SHED ROOF BEYOND (N)METAL STANDING SEAM ROOF (N)GLASS AWNING — PAINTED STEEL SUPPORT (N)AGGREGATE CONCRETE STOOP W/ SINGLE BRICK INLAY PATTERN, SIMILAR TO WALKWAY _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ OL+25'-4 1 /2" 281.38' MAX ROOF RIDGE HEIGHT (E)ASPHALT ROOF SKYLIGHT w E) E) BE u-_ T z �_ O >2 U) i z OOR PE LD � o WNER, ,� `EGRESS � Do Q Lu o TIGHTLINED DS OR CHAIN MATCH (N) WINDOW TRIM STAINED CLEAR CEDAR VERTICAL AND SILL W/ (E) WINDOWS T&G SIDING AT ENTRY(OR IPE, TO BE CONFIRMED WITH OWNER) 0 +8'-2" 264.17' FIRST FLOOR + 0' 4 1 /2" 256.38' AVERAGE GRADE k±0" 256.0' BASEMENT FLOOR EAST ELEVATION +25'-4 1 /2" 281.38' MAX ROOF RIDGE HEIGHT O,APPROX. +22'-3 1/2" 278.3 F((N) ROOF RIDGE HEIGHT +16'-41/4" 272.36' SECOND FLOOR +8'-2" 264.17' FIRST FLOOR FINISH FL. + 0'-4 1 /2" 256.38' 256.0' ENT FLOOR NORTH ELEVATION C(`AI F• 11A" = 1'-n" \�MEL RES/pF OAP 4T/I< Q R Z De, 0 Wq•2p6�,3 0 N O 00AA 0 V_ Z W Q Lu Lu w � u �Z O N � w 0 Cie Zw O O 1 Lu W to � J 0 O I W Lu � ♦ 0 w � Z tV z Lu Q i Z � Q; w Q C Z 0 Q w Lu W o� w IIIIIIIIIIIIIIIIIN)IV TLuo• V � w 0 = PRINT DATE: 3/16/22 I~ v DRAWING ISSUE: DATE: Q PRELIM. PRICING SET 03.10.21 Z PERMIT SET 06.18.21 O CONSTR. SET 08.23.21 o PERMIT REV. SET 02.18.22 Q DRAWN BY: NC Z REVIEWED BY: TLR O H 0 Z O V w H N v , � 7 CieLu L > O 0 loe Q 0 Q' Cie J Z Lu O V A301 +25'-41 /2",4 MAX ROOF RIDGE HEIGHT +16'-4 1 /4" SECOND FLOOR +8'-2„ FIRST FLOOR BASEMENTFLOOR 281.38' +25'-4 1 /2" MAX ROOF RIDGE HEIGHT A 278.30' APPROX. +22'-3 1/2"O, (N)LIVING ROOM (N) ROOF RIDGE HEIGHT SHED ROOF - 272.36' +16'-4114" SECOND FLOOR 264.17' +8'-2" FIRST FLOOR 256.38' + 0' 4 1l2" AVERAGE GRADE 256.0' ±0",la BASEMENT ,,, A CRICKET BEYOND - DIRECT SHED ROOF DRAINAGE TOWARDS THE NORTH& SOUTH. SEE A2.4 & A4.4 - 15-9 15/16" RO ,ANSOMS TO ALIGN W/ DOORS PAINTED POSTS (N)UPPER EXTERIOR WALL BEYOND, ALIGNING — - W/LIVING ROOM WALL W/ DROPPED CLG - — — — — — — — (N)SIDING TBD, DISCUSS W/ OWNER —.... — — — — — — — — — — — — — — — - 141 ■J MATCH (N) WINDOW TRIM AND SILL W/ (E) NEW DECK OVER W05 HEATED SPACE, REMOVE (E)PORTION OF GABLE ROOF COORDINATE INTEGRATING - (E)WINDOW'S (E) EXT FRAMING & SHUTTERS COORDINATE DEPTH OF GUTTER TO PROVIDE WEATHERING PROTECTION WINDOW 0 CV Co +25'-4 1 /2" 281.: MAX ROOF RIDGE HEIGHT 278 +16'-41/4" 272.36' SECOND FLOOR +8'-2" 264.17' FIRST FLOOR FINISH FL. + MENT FLOOR WEST ELEVATION SrAI F• 1/d„ = 1'_0" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 0�+25'4 1 /2" MAX ROOF RIDGE HEIGHT (N)GLASS AWNING STRUCTURE ----- --- ---- ---- -- -- --- (N)STEEL OR WOOD SUPPORTS - ---- ----- — TSECOND FLOOR W06 SLOPING TO DS 00❑0�0❑0 (N)CONC SLOPING STOOP +8'-2" FIRST FLOOR FINISH FL. STAINED CLEAR CEDAR VERTICAL T&G SIDING AT ENTRY(OR IPE, TO BE CONFIRMED WITH OWNER) SOUTH ELEVATION _W'AI F• 1/A„ = 1,-n" \�MEL RES/pF OAP 4T/I< , A J� �R 0 Q� c z De, 0 Wq•2p6�,3 O N O co AA V` z W Q Lu Lu W (n 0 �Z 0 0 se w ce Zw L O 1 Lu W � J u 0 O Q Lu N .o Lu Z — > o Z � Q, w Q ce =o Q W Lu LuLL. Lu�} ~ �1 ce V` Luo0 W 0 = PRINT DATE: 3/16/22 v DRAWING ISSUE: DATE: Q PRELIM. PRICING SET 03.10.21 Z PERMIT SET 06.18.21 O CONSTR. SET 08.23.21 0 PERMIT REV. SET 02.18.22 Q DRAWN BY: NC cn REVIEWED BY: TLR Z O H 0 Z O V w I~ v Lu � z > O 0 ce Q 0 Q Lu Z Lu SECTION SCALE:1/2" = 1'-0" LIVING ROOM r:GAIPPAI AInTP- HARDWARE AND FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. IN ABSENCE OF MANUFACTURER'S RECOMMENDATIONS A MINIMUM OF ASTM A 653 TYPE G185 ZINC -COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED. IRC R317.3.1, IBC 2304.10.5.1 +25-4 1 /2" MAX ROOF RIDGE HI e AEL RES/pF OAP 4T/�< c z De, 0 Wq•2p6�,3 O N O J CID Z W a Lu 0 W O �Z (n CL. 0Q Y W ce Z w O m WLu O 1 J ad 0 O V z Lu W N .o Z a o w > z � a a W a � W Lu WW pe o• W M Z W W 0 r PRINT DATE: v DRAWING ISSUE: a PRELIM. PRICING SET Z PERMIT SET O CONSTR. SET 0 PERMIT REV. SET Q DRAWN BY: cn REVIEWED BY: Z O 0 Z O V W I~ z W O o � o CU Lu U) 0 a 0 3/16/221 DATE: 03.10.21 06.18.21 08.23.21 02.18.22 A401 NC TLR N/S SECTION C(:AI F- 1/9" c 1'_n" DECK I/A4.3 FOR TYP. RDRAIL NOTES DOWNSPOUT Q ING TBD R4 e AEL RES/pF OAP 4T1 J-i � Q� Q Z De, Wq•2p6�,3 O N O J 00 z W Q - - - . - - - - - - - - - - - - - - - - - - - - - - - - - +25'-4 1 /2" 0 Q MAX ROOF RIDGE HEIGHT Lu W (n U Z (E) CHIMNEY I O 0 Lu Z 0 o Z Lu PORTION OF (E)GABLE ROOF I O SEE SHEET A4.5 FOR ASSEMBLY LEGEND LU i m W T� 12 (N) ROOF N J Lu+6 I Q V no Im z Lu u, iwLu 3 Z UNDERSIDE OF EAVE WD STAINED T&G I� N Q MINIMAL TRIM DETAILING AT Q W CHANGE OF SIDING, TBD > ���� lil ���lil lil li� �►� (i) EXISTING EXISTING CONC PATIO CONC PATIO D Lu W SECOND FLOOR W (N) GUTTER AND IDS 2 Lu 00 NEW PONY WALL EXTENDING TO 36"H I Z GUARDRAIL. EXPOSED WALL FACING to DECK TO BE HORIZONTAL CEDAR W STAINED SIDING; SOUTH SIDE TO BE I i 0 SIDING PTD TO MATCH HOUSE. WOOD CAP TO MATCH GUARDRAIL Lu PRINT DATE: I III � REMOVE (E) SHED ROOF - _ i T v DRAWING ISSUE: Q PRELIM. PRICING SET Z PERMIT SET I O CONSTR. SET PART OF (E) ROOF TO REMAIN; (J VENTED ROOF W/ R-49 BATT 0 PERMIT REV. SET INSULATION Q DRAWN BY: R3 - (E) GUTTER Z REVIEWED BY: +8'-2" O ri E)FRAMING FIRST FLOOR FINISH FL. H 0 L - - -I- Ov 1 (E) EAVE VENTING Lu 5.1 V) z W O E STUDIO I 0 I o U Q ui Cn w i z U) O w I v +011 BASEMENT FLOOR EXISTING SLAB & FLOOR 0 Q 0 3/16/221 DATE: 03.10.21 06.18.21 08.23.21 02.18.22 A402 NC TLR PER STRL. REFER TO GEOTECH REPORT, TYP vIffirommorlIx SECTION @ENTRY e AEL RES/pF OAP 4T1 J-i � Q� Q Z De, Wq•2p6�,3 O N O J CID Ol.. Z W Q MAX ROOF RIDGE HEIGHT W W V O ce V) �0 0 W Z O OSEE SHEETA4.5 FOR ASSEMBLY LEGEND w co uj W_99 V 0 a w Z se Z W J J O Ell, N o . W ce Z (N)GLASS AWNING BY CRYSTALITE. MFR V TO SEND ATTACHMENT DETAIL SHOP N DRAWINGS TO STRL. ENGINEER AND ARCH. 0 \ W FOR APPROVAL Z � Q PTD STEEL BEAM PER STRL. Q W (N) GUTTER INTEGRATED INTO ce Q GLASS AWNING W SECOND FLOOR W uj V}` LL � ce V` W M Z^ W W 0 = PRINT DATE: (E) IDS v DRAWING ISSUE: M PRELIM. PRICING SET Z PERMIT SET O CONSTR. SET 0 PERMIT REV. SET 3TOOP Q DRAWN BY: SLAY + M (E) CONC. WALKWAY Z REVIEWED BY: +s' z„ O FIRST FLOOR FINISH FL. H ✓ ,� J 0 / O LAPPED IN GEOTECH V W H RIGID PVD >_ ERIMETER W STORMWATER Z EOTECH REPORT, W O \wi/ O o U W w C) F_ z �o 0 Q 0 3/16/221 DATE: 03.10.21 06.18.21 08.23.21 02.18.22 A403 NC TLR MTL EAVE FLASHING, - - - - - - - MATCH (E) c� w Co w �Q J (N) GUTTER, MATCH (E) FASCIA BOARD AND T&G SOFFIT, MATCH (E) 2" CONTINUOUS STRIP SOFFIT VENT, PROVIDE J-MTL AT SOFFIT EDGE, PROVIDE CORROSION RESISTANT SCREEN, 1/4" MAX OPENINGS R-10 INSULATION @ HEADER TILE @ SILL, SLOPE AWAY FROM WINDOW PT SILL PLATE, TYP. MIN. CLR @ SIDING, TYP. GRADE SHALL SLOPE AWAY FROM _FOUNDATION MIN_6" WITHIN FIRST 10' (N) SKYLIGHT, LOCATION PER OWNER. CURB MOUNT INSTALLATION, FOLLOW MFR'S INSTALLATION INSTRUCTIONS (E) ROOF AND WALL TO BE REMOVED SECTION R(tAl P. 1/9" = 1'_n" BATHROOM ``al e AEL RES/pF OAP 4T1 J-i � Q� Q Z De, Wq•2p6�,3 O N O J o0 011 z W Q �+�25'4 1 /2" 10 Q MAX ROO w V N �Z0 � 0 � Lu Zw O OSEE SHEET A4.5 FOR ASSEMBLY LEGEND m 5 J uj A3 (n J 5. Lu 0 p O --- - - - - - - - � 1 R1 Q Lu C T.O. PLATE Lu ♦ 0 I wog �j 3 Z Q I PROVIDE PROTECTIVE 0 Lu 0 METAL FLASHING AT > J ' ENDS OF BEAMS, TYP Z Q \ (N)EXPOSED WOOD DROPPED BEAMS Q 3 W = 0 W03 (N)EXTENSION OF NORTH & 5.1 Q SOUTH WALLS, MATCH ADJ. SEE MFR'S DETAIL Lu SURFACE & PAINT TO MATCH +16'-41/4"� u A I I SECOND = � I L — J c) LL a AA V` BEAM PER STRL. LuLu 00 LuZ (E) T&G CEILING - N O � Lu 0 (E) LIVING ROOM Lu Lu Lu GUARDRAIL, SEE PRINT DATE: 1/A4.3 FOR TYP. GUARDRAIL NOTES DRAWING ISSUE: v \ PRELIM. PRICING SET Z PERMIT SET O CONSTR. SET �. FINISHED DECK TO BE LOCATED 1" I o PERMIT REV. SET � BELOW FLOOR FIN. I o DRAWN BY: i, Q R4 REVIEWED BY: Z I .h . v p . . � Im------------------------------ TIE INTO EXISTING STORM WATER SYSTEM, VIF BEST ROUTE. ROOF DOWNSPOUT DRAIN LINES SHOULD NOT BE CONNECTED TO THE FOOTING DRAINAGE SYSTEM / � L / 5.1 / EXISTING GLAZED +/- 2'-8" FRENCH DOOR DOWNSPOUT IN \FOREGROUND i \ I / ' MONE Will YEN • - +8,_2„ FIRST 0 Z O V Lu II-_ w O 0 V Q H- Z O V +0" BASEMEN z O U �W v ) 3/16/221 DATE: 03.10.21 06.18.21 08.23.21 02.18.22 A404 NC TLR (E) EXT. WALL WD TRIM (E) BEDROOM SECTION SCALE: 1/2" = 1'-0" (E) ROOF (E) ROOF EAVE, FILL W/ R-38 INSULATION, (E)VENTING TO REMAIN +16-41/4" SECOND FLOOR (E) OR REPLACED (N) GUTTER R-10 INSULATION @ HEADER (N) WINDOW SEAT W/ STORAGE BELOW W01 +8'-2" FIRST FLOOR FINISH FL. V— FILL W/ R-38 BATT INSULATION WINDOW SEAT ASSEMBLY LEGEND TAG DESCRIPTION TAG DESCRIPTION W01 TYPICAL NEW EXTERIOR WALL R1 NEW TORCHED DOWN SHED ROOF @ LIVING ROOM A3 �iARDIE PLANK ING TO MATCH (E) TORCHED GRANULATED SHEET 3 DRAINAGE MAT VAPORSHII PSHIELD SA" MEMBRANE SELF ADHERED WATERPROOF PLY SHEET 1/4" DENSDECK PRIME, MECHANICALLY ATTACH W/ 3" PLATES & SCREWS PLWD. SHEATHING PER STRL. NAILED PLWD. SHEATHING PER STRL. 2X6 STUDS @ 16" O.C. RAFTERS PER STRL. R-21 BATT INSULATION MIN. R-38 SPRAY FOAM, R-7/INCH, SEE ASSEMBLY NOTES. NON -VENTED ROOF CERTAINTEED "MEMBRAIN" 1/2" GWB (FOR THERMAL BARRIER REQUIRED W/ SPRAY FOAM) FINISH PER INTERIOR ELEVATIONS CEDAR OR FIR T&G - TO BE APPROVED BY OWNERS W02 TYPICAL NEW INTERIOR WALL R2 NEWS DING SEA ROOF @ EA T ADDITION PTD 1/2" GWB MECHANICALLY SEAMED STANDING SEAM MTL ROOF, SEE SPEC LIST 2X4 FRAMING PER STRL. 'GRACE ULTRA' HIGH TEMP SELF -ADHERED PRODUCT PTD 1/2" GWB PLWD. SHEATHING PER STRL. RAFTERS PER STRL. MIN. R-38 SPRAY -FOAM, R-7/INCH, SEE ASSEMBLY NOTES. NON -VENTED ROOF W03 TYPICAL NEW INTERIOR WALL PTD 1/2" GWB PTD 1/2" GWB 2X6 FRAMING PER STRL. R3 NEW ROOF DECK OVER HEATED SPACE PTD 1/2" GWB COMPOSITE DECKING PT SLEEPERS, MIN 1/4"/FT GRADIENT FLOOR ASSEMBLIES EXTRA LAYER SINGLE -PLY CONTINUOUS MEMBRANE SINGLE -PLY CONTINUOUS MEMBRANE, 80 MIL PVC OR SIM DENSDECK COVERBOARD F1 TYR (N) SLAB ON GRADE FOR TILE FLOORING: PLYWOOD SHEATHING PER STRL FLOOR TILE SLOPED JOISTS PER STRL CRACK INSULATION MEMBRANE IMBEDDED IN THINSET MIN. R-38 SPRAY FOAM, R-7/INCH, SEE ASSEMBLY NOTES. NON -VENTED ROOF THINSET FURRING FOR FLAT CEILING CONC SLAB PER STRL. PTD. 1/2" GWB STEGOWRAP 10MIL VAPOR BARRIER R-10 RIGID INSULATION UNDER ENTIRE SLAB R4 NEW DECK 4" CLEAN COMPACTED GRAVEL COMPOSITE DECKING PER OWNER'S SPEC LIST TREX RAIN ESCAPE SYSTEM OR EQUAL, INSTALL PER MFR REQ'S PT JOISTS PER STRL. PRE -FINISHED MTL PERFORATED PANELS, SEE SPEC LIST *SPRAY FOAM INSULATION NOTE: PRODUCT: "NATURAL THERM HFO" BY NATURAL POLYMERS. INSTALLER: AT FOAM, JOHN RAYL, P:425-330-6008. ALL LOCATIONS WHERE SPRAY FOAM IS INSTALLED, THE INSTALLER MUST VERIFY THE SUBSTRATE IS PROPERLY DRIED, AND READY TO RECEIVE SPRAY FOAM, AND ALL ENVIRONMENTAL CONDITIONS ARE PROPER PRIOR TO APPLICATION. A COPY OF THE ICC-ES REPORT FOR THE INSULATION PRODUCT MUST BE PROVIDED ON SITE FOR THE FIELD INSPECTOR. THE APPLIED SPRAY FOAM MUST BE INSTALLED IN ACCORDANCE WTIH THE MANUFACTURER'S INSTRUCTIONS BYA CERTIFIED INSTALLER. REFER TO STRL DRAWINGS FOR ALL SHEAR WALL LOCATIONS e AEL RES/pF OAP 4T1 J-i � Q� Q Z De, Wq•2p6�,3 W O N O J 00 Ol.. 0 Z W Q Lu 0 W o �z Lr, o � L u ce ZW o m W J ad � 0 J O V Q Lu Lu W 0 � 7 t/� Q ZLu � Q ,\ Q Q Lu Lu LuLu ~ME111�1 ce V` Lu z W 0 rl— (n Lu 0 = PRINT DATE: vDRAWING ISSUE: Q PRELIM. PRICING SET Z PERMIT SET O CONSTR. SET 0 PERMIT REV. SET Q DRAWN BY: Z REVIEWED BY: O 3 0 Z 0 co Lu H (wu "' � 0 c/)z 0 < W ce KJ V O zw Q J O o u U Lu U) 0 Q 0 3/16/221 DATE: 03.10.21 06.18.21 08.23.21 02.18.22 A405 NC TLR 1 RAISED GRAVEL STOP FLASHING A SIDING OVER DRAINAGE MAT, OVER WRAPSHIELD SA LAPSHIELD SA OVER METAL REGLET FLASHING ROOFING MEMBRANE WI NATION BAR AT TOP EDGE, TENED PER ROOFING MFR METAL COUNTERFLASHING COMPOSITE DECKING 2X PT SLEEPERS W/ 1/4:12 MIN SLOPE SEE 1/A4.5ASSEMBLY R-3 2X SLEEPERS W/ 1/4:12 MIN SLOPE PLYWOOD SHEATHING JOISTS PER STRL FILL CAVITY SOLID W/ SPRAY FOAM, R-38 MIN ROOF DECK TO PONYWALL DET I SCALE: 1" = V-0" SEE DETAIL5/A4.3 (N)TORCHDOWN ROOFING Al. 5.12% � �G�`' N� � (E)ROOF RIDGE 0Q 6\P SOLDERED TRANSITION FLASHING PAINTED SIDING OR TORCHDOWN ROOFING Nr (N)FASCIA W/ NO OVERHANG ON GABLE ROOF, SEE DETAIL A5/A4.3 SOLDERED TRANSITION FLASHING SEE DETAIL 81A5.1 RAISED GRAVEL STOP FLASHING AND @ NORTH & SOUTH END OF (N)SHED ROOF, SEE DETAIL 7/A5.1 a' U a ISOMETRIC ROOF DETAIL 7741 F. 177, = 77, TREX RAIN ESCAPE WATERPROOF DECK SYSTEM OR EQUAL, INSTALL PER MFR REQUIREMENTS PRE -FINISHED META PERFORATED PANEL (E)CHIMNEY 26 GA SST TRANSITION FLASHING - LAP IN SHINGLE FASHION UNDER SHINGLES ABOVE, AND OVER VALLEY FLASHING METAL BELOW. LAP AND SEAL TRANSITION FLASHING TO EDGE METAL WHERE LOW SLOPE ROOF TRANSITIONS TO SHINGLE ROOF. SEAL TO THE EDGE METAL WITH 2 ROWS OF SEALANT. (N)REVERSE SHED ROOF ALIGNS WITH (E)NORTH/ SOUTH RUNNING RIDGE 26 GA SST TRANSITION FLASHING - LAP IN SHINGLE FASHION OVER THE HIP SHINGLES AND UNDER THE TWO SECTIONS OF EDGE METAL. SEAL TO THE EDGE METAL WITH 2 ROWS OF SEALANT. I I DOWNSPOUT IN I FOREGROUND I I I I Clad Door Transom Standard- 6 %61f Head & Sill Vertical/Fixed Section i" MIN HT. AGS STAINLESS )P MOUNT GUARDRAIL :'MAIL IFINS MUST BE OUT BACK (BY OTHERS), AT LEAST 3/8- TO AVOID OVERLAPING DECK ABOVE STUDIO BEYOND P.T. 4x AZEK FASCIA BOARD -LASHING W/ DRIP EDGE PROVIDE ACCESS PANEL ON EITHER SIDE OF THE GUTTER GUTTER WATERPROOF DECK DETAIL SCALE: 1" = 1'-0" AACTAI CI AC`LJIAIll SHED ROOF AT GABLE DETAIL CrAl F. 1 1/9"= 1'-n,- Tnor u nr)HERED CAPSHEET )HERED STRIPPING IDTH (4" ONTO I" ONTO BASEPLY) 3TURE CURED SEALANT 4" HORIZONTAL FLANGE SET IN FULL BED OF COMPATIBLE ASPHALT MASTIC AND NAIL FASTENED @ 4" O.C. STAGGERED TURN SELF -ADHERED BASEPLY DOWN FASCIA CONTINUOUS CLEAT WATERPROOFING DETAILS 7771 F • 1 1777 77- s%6° 1. CONTINUOUS SEALANT AND BACKER ROD BY OTHERS 2. CONTINUOUS SEALANT BEHIND NAIL FLANGE BY INSTALLER 3. R.O. SPACE. INSULATION BY OTHERS 4. 114° SHIM SPACE SHOWN (TYP.), SHIM AS NECESSARY BY INS T ALLER 5. NON -COMPRESSIBLE 81­11lt4 (118' min. thickness) RECOMMENDED BY SPW, PROVIDED BY INSTALLER 6. CORROSION RESISTANT SCREWS APPLIED NO MORE THAN 4" FROM CORNERS & EVERY 12" to 16" THEREAFTER BY INSTALLER (FASTENER TYPE DETERMINED BY SPECIFIC WALL CONDITION) 7. WOOD INTERIOR TRIM BY OTHERS 8. BLOCKING OR SHIMS BY OTHERS 9. II'+t'OOD JAMB EXTENSION BY SPW 10. SELF -ADHERED FLEXIBLE FLASHING OVER NAIL FIN BY INSTALLER 11. AL JMiNUM FRAME EXPANDERS & RECEPTOR PROVIDED BY SPIbl, INSTALLED BY OTHERS 12. 1 1/2" STEEL T!sBING BY SPW 13. SELF -ADHERED FLEXABLE FLASHING WRAPPED AROUND STEEL TUBING BY INST LER WRAP STEEL W/ LIQUID FLASHING (VAPROLIQUI FLASH), AT THE JAMBS. CONTINUE LIQUID FLASHING AT THE JAMBS TO COVER WOOD FRAMING 3 Clad Patio Slider Standard- 6 %6" Head & Sill Vertical/Operable Section CLAD DOOR TRANSOM/CLAD PATIO SLIDER VERT. SECTION OF A HORIZ. MULLION W/ 1 1/2" TUBE STEEL STRUCTURAL SUPPORT T�A�PAC�IFICDOOR/T3 NO DE CRICKET, DIRECTING FORMWATER TOWARD THE ­1 & THE SOUTH (E)ASPHALT ROOFING EXTEND TORCHDOWN ROOFING UNDER 2-3 COURSES OF ASPHALT SHINGLES LAP SHINGLES OVER NSOM-DETAIL TORCHDOWN ROOFING HOLD BACK THE 1/4" DENSDECK I 1_4 FROM BOTTOM OF / SHINGLES, TO AVOID CREATING A LUMP UNDER THE SHINGLES TORCHDOWN ROOFING AT CRICKET SELF -ADHERED PLYSHEET ENLARGED SECTION @ NEW SHED ROOF TORCH ADHERED CAPSHEET TORCH ADHERED STRIPPING PLY - 8" WIDTH (4" ONTO METAL & 4" ONTO BASEPLY) 4" HORIZONTAL FLANGE, SET IN FULL BED OF COMPATIBLE ASPHALT MASTIC AND NAIL FASTENED @ 4" O.C. STAGGERED. 6" FLANGE OVER SHINGELS. SHINGLES AND k UNDERLAYMENT TURN SELFL-ADHERED BASEPLY DOWN FASCIA WATERPROOFING DETAILS C('Al F• 1 1/9"= 77, \�MEL RES/pF 'A A / J +l1 Q R Z 0 (b 0 '9T T�F WA - 206 � 1� 0 CN 0 00A 0 N. Z W Q Lu Lu w � u ♦Z O N � W Z Cie Zw L O 1 Lu W to � J u O Q W Lu ♦ 0 loe � Z tVLu Q i w 11e 0 w ~ Lu LuLu ~ M �1 w � W Z 00 0 N Lu 0 = PRINT DATE: 3/16/22 DRAWING ISSUE: DATE: PRELIM. PRICING SET 03.10.21 Z PERMIT SET 06.18.21 O CONSTR. SET 08.23.21 o PERMIT REV. SET 02.18.22 Q DRAWN BY: NC Z REVIEWED BY: TLR O H 0 Z O V Lu H N w Lu LuV ) > J 0 loe 0 Lu Cie O V A501 DOOR SCHEDULE ID LOCATION TYPE DESCR. W HT MFR MATL GLZ TEMPERED MIN U-VAL SF O S D01 LIVING ROOM EXT. 4-PANEL SLIDING OXXO, GLAZED 15'-10" 8'-2 1/4" SIERRA PACIFIC SIMPSON ALUMINUM CLAD DOUBLE PANE LOW E X .28 129.55 SIZE IS R.O., NARROW STILE. FINISH: BRONZE 024, PRIMED INT TO BE PTD TO MATCH E T. D02 POWDER INT. POCKET SINGLE PANEL 2'-4" 6'-8" WOOD SOLID CORE 16.88 MATCH (E)INT DOOR PANEL D03 BATH INT. SWING SINGLE PANEL 2'-4" 6'-8" SIMPSON WOOD SOLID CORE 16.88 MATCH (E)INT. DOORS D04 ENTRY EXT. SWING TBD 3'-0" 6'-8" TBD TBD DOUBLE PANE LOW E X .28 21.38 SELECTED BY OWNER IN SPEC LIST e AEL RES/pF OAP 4T1 J-i R 0� Q� c z De, Wq•2p6�,3 O N O J co Ol.- z W Q Lu 0 w N o �z ce W o ce Z W o Lu W � 0 0 OJ Q w � o t/� , o w � Z Lu N Q i � Q, Lu � � 0 DOOR SCHEDULE NOTES: Q 1. DOOR SIZES ARE SLABS NOT ROUGH OPENINGS, UNO. Lu A� 2. ALL GLAZING TO BE NRFC CERTIFIED. oe W W V` 3. DOOR CASING TO MATCH BASEMENT CASING, TYP LINO. DOOR SCHEDULE L W M r- 1 SCALE:1' = 1'-0" z,^ W V W 0 = PRINT DATE: 3/16/22 v DRAWING ISSUE: DATE: Q PRELIM. PRICING SET 03.10.21 Z PERMIT SET 06.18.21 O CONSTR. SET 08.23.21 3 0 PERMIT REV. SET 02.18.22 Q DRAWN BY: NC cn REVIEWED BY: TLR Z H 0 Z W 7/5 H O L.L O L QW WINDOW SCHEDULE p o� 2 SCALE:1' = 1'-0" W WINDOW SCHEDULE NOTES: O 1. WINDOWS ARE NOMINAL ROUGH OPENING, WIDTH AND HEIGHT. 2. ALL GLAZING TO BE NRFC CERTIFIED. Q 3. EGRESS MIN OPENING 24"H, 20"W, SILL HT 44" MAX, NET CLEAR OPENING 5.7SF. U) O Q 4. CASEMENT WINDOWS USED FOR EGRESS MUST INCLUDE HARDWARE THATALLOWS THE Z WINDOW TO OPEN A MINIMUM OF 90° AND PROVIDES FULL WIDTH CLEARANCE IN FULLY OPEN O POSITION. V 5. ALL GLAZING WITHIN 18" OF FLOOR SHALL BE TEMPERED GLASS. 6. FOR ANY OPERABLE WINDOW LOCATED MORE THAN 6' ABOVE GRADE, THE BOTTOM OF THE OPENING MUST BE A MINIMUM OF 24" AFF. IF OPENING IS LOWER THAN 24", WINDOW WILL COMPLY IF IT DOES NOT OPEN MORE THAN 4" OR IF ITS EQUIPPED WITH A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH ASTM F2090-10. 7. WINDOWS LESS THAN 10' ABOVE THE GROUND MUST HAVE LOCKS. 8. CLAD EXTERIOR COLOR TO BE CONFIRMED WITH OWNERS. 9. WINDOW TRIM AND SILL TO MATCH EXISTING WINDOWS. A701 z O O WINDOW SCHEDULE SIZE RO ID LOCATION TYPE MFR PRODUCT GLAZING U-VAL... TEMPERED EGRESS SQ. FT. NOTES WIDTH HEIGHT SK01 1'-10 112" 2'-10 1l2" (N) BATHROOM MANUAL OPERABLE VELUX MANUAL SKYLIGHT (VCM2234) CURB DOUBLE PANE LOW E .28 X --- SKYLI T MOUN . ALUMIN CLAD W01a 3'-11 1/2" 2'-2" (E) LIVING ROOM FIXED SIERRA PACIFIC CASEMENT PICTURE WINDOW DOUBLE PANE LOW E .28 9.51 "W01a-d EQ WIDTHS TO ALIGN WITH D01 PANELS. CONTRACTOR TO VERIFY TRANSOM WINDOWS FIT W/ (N)BEAM. BRONZE 024 FINISH, INTERIOR PRIMED, TO BE PAINTED TO MATCH EXT COLOR. W01b 3'-11 1/2" 2'-2" (E) LIVING ROOM FIXED SIERRA PACIFIC CASEMENT PICTURE WINDOW DOUBLE PANE LOW E .28 9.13 SEE W01a. W01c 3'-11 1/2" 2'-2" (E) LIVING ROOM FIXED SIERRA PACIFIC CASEMENT PICTURE WINDOW DOUBLE PANE LOW E .28 9.13 SEE W01a LIGHTING LEGEND O W RECESSED DOWNLIGHT, DAMP LOCATION O RECESSED DOWNLIGHT W WALL MOUNT FIXTURE, DAMP LOCATION 1 WALL MOUNT FIXTURE A4.2 1 A4.1 PENDANT FIXTURE TRACK LIGHTING RECEPTACLE -DOUBLE RECEPTACLE - QUAD SWITCH 3E,9 3-WAY SWITCH DEn SWITCH - DIMMABLE EXHAUST FAN, REFER TO A0.0 4 MECHANICAL VENTILATION CO CARBON MONOXIDE DETECTOR SD SMOKE DETECTOR, HARDWIRED W/ BATTERY BACK-UP PER R313. OT PROGRAMMABLE THERMOSTAT LIGHTING NOTES: 1. RECEPTACLE AND SWITCH LOCATIONS TO BE DETERMINED. CONTRACTOR TO REVIEW WITH OWNERS. A3.1 2. A MINIMUM OF 90% OF LAMPS IN NEW LIGHT FIXTURES SHALL BE HIGH EFFICACY LAMPS PER R404. r FIRST FLOOR LIGHTING PLAN 1 A4.4 e AEL RES/pF OAP 4T1 J� i-i Q� Q Z RD, �J WA • 20 6 O N O J CID Z W Q Lu 0 W 0 �Z (n 0 0 se L u ce Zw � m W O � J Lu 0 J 0 V Q Lu w N .o Z Q Z � Q Q Lu Q Lu Lu WLu ~ �1 pe V` Lu z W r— vn w 0 = PRINT DATE: H v DRAWING ISSUE: Q Z O 0 Q PRELIM. PRICING SET PERMIT SET CONSTR. SET PERMIT REV. SET DRAWN BY: cn Z REVIEWED BY: O 0 Z O V w z Q L W 0 z o � a z r1 O J 0 Q 0 3/16/221 DATE: 03.10.21 06.18.21 08.23.21 02.18.22 A801 NC TLR OTE: GABLE END WALL STUDS SHALL BE B.F. FULL EIGHT FROM FLOOR SOLE PLATE TO SLOPED ROOF DBL OP PLATE. DO NOT PLATFORM FRAME GABLE END WALL HEADER SCHEDULE, U.O.N. „W„ MAX. OPENING MIN. HEADER 4'-0" 4x6 6'-0" 4x8 8'-0" 4x 10 10'-0" 4x12 CONT. 2x6 PLATE T&B 'A35' T&B, EAC END OF HEADE AT EXTERIO WALLS WHERE "W' EXCEEDS 4'-0' (2) 2x TOP PLATES. FACE NAIL PLATES WITH 10d@12"o.c. AT FLAT CORNERS & I POST w/ SIZE TO MATCH POST ABV INTERSECTIONS, LAP AND FACE NAIL TO WHERE OCCURS I PLATES WITH (4) 10d. REFER TO TYPICAL DETAIL FOR TOP PLATE SPLICE EADER PER SCHEDULE TO LEFT, U.O.N. ON PLAN H R R , 10d@6"o.c. T&B HEADER PER SCHEDULE, AT EXTERIOR WALLS U.O.N. ON PLAN WHERE "H" EXCEEDS RIGID INSULATION ON 8'-0", INSTALL 1 INTERIOR SIDE OF HEADER ADDED KING STUD AT BY ARCH. — S.A.D. EACH SIDE OF OPENINGS WITH MAX EXTERIOR HEADER ® 2x6 WALLS of (3) 2x KING STUD TYPICAL STUD WALL FRAMING SCALE: NTS UI SPLICE LC DBL SILL AT WINDOW CONDITION FACE NAILED w/ 16d@12"o.c. 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 )1 I I I I I I I 'A35' EACH END I OF DBL SILL PLATE AT EXTERIOR WALLS WHERE "W" EXCEEDS 4'-0" I - DTI-----IT----TT I I II II II I I II II II I II II II I I II II II I I II II II I I II II II I II II II I 2x6 STUDS @16"o.c. AT EXTERIOR WALLS, MIN. 2x4 STUDS @16"o.c. AT INTERIOR WALLS FACE NAIL EACH ADDED KING STUD WITH 10d@6"o.c., TYP. 2x KING STUD SOLID BLOCKING (TO MATCH STUD SIZE) AT STUDS OVER 10'-0" HIGH AT MID —HEIGHT, CONTINUOUS 2x CRIPPLE STUD, FACE NAILED TO KING STUD WITH 1Od@6"o.c. USE DOUBLE CRIPPLE STUD FOR HEADER SPANS > 4'-0" OR AT -4'-n" LAIKI TYP. NOTE: AT DOOR CONDITION, ALIGN BOTTOM EDGE OF STRAP STRAP PER SCHEDULE BELOW — EXTEND MIN. 3'-0" PAST OPENING EACH SIDE (OR TO END OF WALL) OVER 2x4 FLAT BLOCKING BTWN STUDS. PLACE STRAP OVER WALL SHEATHING. STRAP SCHEDULE SHEAR WALL MARK STRAP 10 CS20 �2 CS16 03 CS16 ® CS1 4 HEADERS SUPPORTING BEAMS w/ BOTTOM EDGE OF HEADER, OMIT STRAP BLW DOOR OR POSTS, FACE NAILED w/ 1 Od@6"o.c. TYPICAL S H EARWALL STRAP AROUND OPENINGS 2x P.T. MUDSILL OR SCALE: NTS SOLE PLATE HERE 'A35' T&B OF KING STUDS AT EXTERIOR WALLS. WHERE AT EXTERIOR WALLS W "W" EXCEEDS HERE "W" W" EXCEEDS 4'-0", INSTALL (2) 'A35' T&B. USE INSTALL 1 ADDED KING STUD LTP49 IN LIEU OF 2ND 'A359 WHERE SILL PLATE ENDS AT EACH SIDE OF OPENINGS AT DOOR OPENING 1 nmai a"„ I AP PI ATF(-, A'—n"MIN i nireb1 a"„ TYPICAL DOUBLE TOP PLATE SPLICE SCALE: NTS FOUNDATION LEGEND UPPER FLOOR LEGEND TE TE SPLICE OVER STUD) SPLICE ONLY WHERE OCCURS ON PLAN�� o I� BEAM PER PLAN 'AC' F POST MID CONDITION "u" L;I BEAM TO ISOLATED POST - SCALE: NTS ROOF LEGEND SHEAR WALL SCHEDULE (1 /2" SHEATHING -RATED WOOD STRUCTURAL PANELS) SHEAR WALL MARK CAPACITY PLF ( ) EDGE NAILING "A" 2 FIELD NAILING FRAMING AT ADJOINING PANEL EDGES SOLE PLATE FASTENERS B FRAMING CLIPS C SILL ANCHOR SPACING — BOLT D " 10 310 1Od@6"o.c. 1Od@12"o.c. 2x NOMINAL 'SDS25600' @ 8"o.c.4 'A34' OR 'LTP4' @ 16"o.c5 4'-0"o.c.6 20 460 1Od@4"o.c. 1Od@1299o.c. 2x NOMINAL 9SDS25600' @ 8'o.c.4 'A34' OR 'LTP4' @ 899o.c.5 2'-899o.c.6 03 600 1Od@3"o.c. 1Od@12"o.c. 3x OR 2-2x NOMINAL3 9SDS25600' @ 8"o.c.4 'A34' OR 'LTP4' @ 8"o.c.5 2'-8"o.c.6 (A)770 1Od@2"o.c. 1Od@1299o.c. 3x OR 2-2x NOMINAL3 9SDS25600' @ 499o.c.4 1A34' OR 'LTP4' @ 899o.c.5 19-4"o.c.6 DBL SIDED ( 920 1 Od@4"o.c. 1 Od@12"o.c. 3x OR 2-2x NOMINAL3 'SDS25600' @ 4"o.c. 4 'A34' OR 'LTP4' @ 4"o.c.5 1'-4"o.c.6 DBL SIDED 30 1200 1Od@39'o.c. 1Od@1299o.c. 3x OR 2-2x NOMINAL3 'SDS256009 @ 499o.c.4 'A34' OR 'LTP4' @ 499o.c.5 1'-4"o.c.6 DBL SIDED ® 1540 10d@211o.c. 1 Od@12'o.c. 3x OR 2-2x NOMINAL 'SDS25600' @ 3"o.c. 4 9A34' OR 'LTP4' @ 4"o.c.5 89'o.c. 6 NOTES 1) STAGGER ROWS OF EDGE NAILING 2" APART. ON DBL SIDED WALLS, STAGGER EDGE NAILS ON PANELS ON OPPOSITE SIDES OF WALL. 2) NAILING TO ALL INTERMEDIATE FRAMING MEMBERS IN FIELD OF PANEL 3) PANEL EDGE NAILING SHALL BE STAGGERED. 2-2x FRAMING MEMBERS SUPPORTING PANEL EDGES SHALL BE FACE NAILED WITH 10d, SPACING TO MATCH PANEL EDGE NAILING, STAGGERED. STAGGER PANEL EDGES IN OPPOSITE PANELS MIN. 2'-0" APART ON DBL SIDED SHEAR WALLS. 4) SCREWS SHALL HAVE MIN. 2" PENETRATION INTO RIM JOIST/ BLOCKING — USE LONGER SCREWS IF NECESSARY. 5) FRAMING CLIPS ARE ONLY REQUIRED WHERE SPECIFIED ON FRAMING DETAILS. INCREASE FREQUENCY OF FRAMING CLIPS BY 25% AT "STRUCT 1" SHEAR WALLS WHERE OCCURS. 6) SEE GENERAL NOTES 7.6 & 7.8 FOR MORE INFORMATION. SHEAR WALL SCHEDULE (S.W.S.) SCALE: NTS 16d w/ SPACING TO MATCH E.N., TYP. INTO HOLDOWN POST WSP E.N., TYP. INTO EDGE STUD BEAM PER �� PLAN POST PER PLAN END CONDITION HOLDOWN PER PLAN (MAY OCCUR ON OTHER SIDES PER PLAN) WSP SHEAR WALL PER PLAN (MAY OCCUR ON ONE OR BOTH SIDES PER PLAN) '--STUD WALL EDGE STUD, TYP. HOLDOWN POST PER PLAN HOLDOWN AT CORNER SCALE: NTS (2) ROWS 10d OR 16c (AT 3" OR 32" TOTAL BEAM, THICKNESS RESPECTIVELY) @12"o.c (3"o.c. NET), STAGGEF EACH SIDE SOLE PLATE ER r ER FLOOR PLAN SHEATHING FLOOR JO (ORIENTAI jJ L WALL DBL SOLID BLKG TOP PLATE (THICKNESS 1 MATCH POST 'A34' EACH SIDE, T&B POST PER PL POST IN WALL AT FLOOR SCALE: NTS HOLDOWN SCHEDULE HOLDOWN ANCHOR ANCHOR EMBEDMENT HDU2 SB5x24 18" HDU4 SBsx24 18" HDU5 SB5x24 18" (2) ROW 'SDWS22400DB @16"o.c. (4"o.c NET), STAGGER EACH SIDE S N (2) RO ' 'SDWS226001 @16"o.c. (4"c NET), STAGC EACH & N 2—PLY (DBL) 3—PLY (TRPL� (32" MAX. TOTAL THICKNESS) (54" MAX. TOTAL THICKNESS) TYPICAL MULTI -PLY BEAM FASTENING SCALE: NTS HOLDOWN PER PLAN WHERE OCCURS, ABOVE AND BELOW FLOOR TIEDOWN STRAP PER PLAN WHERE OCCURS SOLID BLKG BTWN JOISTS ISTS PER PLAN UNDER HOLDOWN/ TIEDOWN ION MAY VARY) POST A.T.R. TO MATCH HOLDOWN ANCHOR SIZE 0 DEPTH) kN NOTES: 1) SEE GENERAL NOTE 7.7 FOR ADDITIONAL HOLDOWN SPECIFICATIONS NOT NOTED HEREIN. 3) NOT ALL FOUNDATION REINFORCEMENT SHOWN FOR CLARITY (REFER TO OTHER DETAILS) WSP SHEAR HOLDOWN/ TIEDOWN POST PER PLAN FLOOR SHEATHING FLOOR JOISTS HOLDOWN POST TO RECIEVE PER PLAN, SHEAR WALL EDGE NAILING LTYPE/ORIENTATION WHERE SHEATHING OCCURS, MAY VARY FROM TYP. THAT SHOWN SHEAR WALL SHEATHING (MAY NOTE: REFER TO GENERAL OCCUR ON INTERIOR PER NOTE 7.7 FOR ADDITIONAL PLAN AND OTHER DETAILS) INFORMATION TYPICAL UPPER FLOOR HOLDOWN( G SCALE: NTS OR TIEDOWN STRAP � WALL PE HOLDOWN PLAN OST PER PLAN ° ° °°°° HOEDOWN PER PLAN O °° MUDSILL (SILL OLTS NOT SHOWN FOR CLARITY) MIN. #4 o CONTINUOUS BAR o a(MAY BE STEM OR m w WALL REBAR) :2-1 14„ Ld 0 -T �w = 2 U U N Z a w U z HOLDOWN ANCHOR w PER SCHEDULE ADJ. M o OOTING WHERE OCCURS r--�ERPLAN (PROFILE MAY VARY FROM SHOWN) TYPICAL HOLDOWN AT K SCALE: NTS FOUNDATION HOLDOWN SCHEDULE HOLDOWN ANCHOR ANCHOR EMBEDMENT MIN. EDGE DISTANCE HDU2 5990 A.T.R. 18" 3" HDU4 51,0 A.T.R. 18" 3" HDU5 $" ice A.T.R. 18" 3" NOTE: IF (E) FOUNDATION IS INSUFFICIENTLY DEEP TO ALLOW SPECIFIED ANCHOR EMBED, NOTIFY ENGR FOR THROUGH —BOLTING REQUIREMENTS HOLDOWN POST PER PLAN HOLDOWN PER PLAN WSP SHEAR WALL PER PLAN (CONNECTIONS NOT SHOWN FOR CLARITY; REFER TO OTHER DETAILS) 'CNW' COUPLER AT ANCHOR----.". NCHOR SPLICE IF REQ'D BLOCK SOLID UNDER (E) MUDSILL HOEDOWN POSTS (SILL BOLTS NOT SHOWN FOR CLARITY) (E) FLOOR FRAMING O ER PLAN m (ORIENTATION VARIES) m :2 ui J 11' HOLDOWN ANCHOR PER 0 o SCHEDULE ABOVE. DRILL & EPDXY INTO (E) FOUNDATION U N a � (E) FOUNDATION a_ PROFILE MAY VARY FROM THAT SHOWN) z_ i� MIN. MIN. TYPICAL HOLDOWN AT EXISTING SCALE: NTS rUUINUAIIUIN PLAN LEGEND CONCRETE SPREAD FOOTING PER FOUNDATION SCHEDULE BELOW (E) CONCRETE CONCRETE STRIP FOOTING (E) FULL HEIGHT CONCRETE FOUNDATION WALL (V.I.F. WHERE SUPPORTING NEW BEAMS OR POSTS) (E) CMU FOUNDATION WALL (U.O.N. @ BRICK VENEER) (E) STONE RUBBLE FOUNDATION WALL NEW OR EXISTING STUD WALL ABOVE FLOOR NEW OR EXISTING WALL BELOW FLOOR NEW OR EXISTING WINDOW BY ARCH (S.A.D.) O Z" W.S.P.SHEAR WALL ,L, TYPEOX w/ MIN. H I-K J-L S2 S7 S8 LENGTH 'L' PER tk lk �+ OR � POST ABOVE OR BELOW FLOOR PER S2 S7 S7 � K POST & HOLDOWN PER S2 EPDXY REBAR DOWEL NEW q �- TO (E) FOUNDATION PER S1 UNDERPIN (E) SLAB w/ NEW PAD FOOTING. USE 'ABAZ" UPF POST BASE w/ 21"0 EPDXY ANCHOR @ NEW POST THRU (E) SLAB w/ 8" EMBED. INTO NEW FOOTING FOUNDATION SCHEDULE F1 16" WIDE TURNED PERIMETER STRIP -DOWN FOOTING PER A S7 0 2'-0"SQ. STEEL ENTRY POST PAD FOOTING PER B S7 6 FOUNDATION WALL BUILD -OUT C BLW WINDOW SEAT PER S7 6 2'-0"SQ. DECK POST PAD FOOTING PER D S7 F5 2'-0"SQ. INTERIOR PAD FOOTING PER E S7 F6 16" WIDE STRIP FOOTING PER S� (E) MIN. 6" STEM w/ 12" WIDE FOOTING, E1 V.I.F. IF DIFFERENT, NOTIFY ENGR FOR ADD'L nrnl IInr11r AITf nnlnn Tn nnAlf Tnl InTIn AI NOTE: SEE SHEET S1 , GENERAL NOTE 4.3 FOR OVER -EXCAVATION REQUIREMENTS IF LOOSE SOILS ARE ENCOUNTERED AT FOUNDATION SUBGRADES rUUIIN(j JUbUKAUtJ J)HALL tit rItLU—UtJ3LKVLU AIVU APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO CONCRETE POUR. OVER -EXCAVATION AND REPLACEMENT WITH COMPACTED STRUCTURAL FILL MAY BE NECESSARY IF NATURAL SUBGRADES ARE INADEQUATE. REFER TO SHEET S1, GENERAL NOTES 4.2 & 4.2 FOR MORE INFO. 7m_ PERMIT SET Z O Ln w Z O W N > W w N z o_ H :2 U U1 O J w a w N w 0- o N N N N I rM I O � N O N N W I I I F- N O 00 O c0 O Q W w N Z O O O Q O QD 0 W> rn I— Q O N (D 00 > rn Y Q Q .- p) Z , o O a) E _0 W t lqt p M Q o p E 00 , -0 in w w Q O L Z O w O_' J 0_ U mil[e71►13I312963 =113161e1:1R, U W a00 � 0 LLj p Lu O Z Q m W NNE~ N v w od � O�NOLLI SCALE: AS NOTED JOB NO. 21018 SHEET. NO. S3 PLAN LEGEND NEW OR EXISTING STUD WALL ABOVE FLOOR NEW OR EXISTING WALL OR FOOTING BELOW FLOOR NEW OR EXISTING WINDOW BY ARCH (S.A.D.) 0 ,L, 2" W.S.P. SHEAR WALL H L TYPE( w/ MIN. LENGTH 'L' PER S2 S7 S7 S8 S8 S8 S8 OR POST ABOVE OR BELOW FLOOR PER SZ OR `1-�S G�� POST & HOLDOWN OR TIEDOWN STRAP PERsEr G -L - S2 S2 EPDXY REBAR DOWEL NEW SLAB/FTG TO (E) SLAB OR FOUNDATION WALL w/ #3x24"LONG @18"o.c. w/ 4" EMBED. INTO (E) CONCRETE, PLACED @ (E) OR NEW SLAB MID -DEPTH - - - - - - - - METAL STRAP PER PLAN 1 ST1 'MSTA30' o/ FLOOR SHEATHING o/ T.O. RDB3 & 1FB3 TO 1FB5 ACROSS JOINT 1 ST2 'MSTA30' STRAP ACROSS NEW TO (E) DBL TOP PLATE EAST END OF BEAM SHALL BEAR ON EBW (E) CONCRETE FNDN (NOT CMU) IHP INSTALL INV. 'THAC422' HANGER w/ SEAT ON T.O. 1 F134 & FLANGES TO INSIDE FACE OF POST BLW SOG 4" CONCRETE SLAB ON GRADE C w/ 6x6-W4.5xW4.5 W.W.F. PER S1 2 SWO STRAP AROUND OPENING IN SHEAR WALL PER S2 EFB (E) FLUSH BEAM (ASSUMED) EHDR I (E) DROPPED HEADER OVER WALL OPENING BELOW ESOG I (E) CONCRETE SLAB ON GRADE BEAM HANGER FLUSH -FRAMED JOIST OR BEAM CONNECTION; SEE c FRAMING SCHEDULE FOR HANGERS, U.O.N. ON PLAN OR DETAILS (JOIST HANGERS NOT SHOWN ON PLAN FOR CLARITY) JOIST OR BEAM BEARING ON DROPPED BEAM OR HEADER (BEARING WALL SIM). POST DOWN TO HEADER WHERE OCCURS (POST WIDTH TO MATCH BEAM, NOT SHOWN FOR CLARITY). INSTALL FULL -DEPTH BLKG EACH SIDE OF JOIST OR BEAM OVER SUPPORT FERAWNG SCHEDULE CALLOUT J JOIST/BEAM I HANGER I REFER TO DETAILS) LU.O.N. ON PLAN) 1 (OR SEE NOTES BLW) _ _ 54x7 PSL 1 .8E L 1 F61 (FLUSH) HUC68 S8 1 FB2 (6) 14x74 LVL N/A C SIM (FLUSH) S2 32x94 PSL (HEADER, INSTALL INV. 'MSTC48B3' AT EACH 1FH3 TOP FLUSH w/ U/S N/A END OF 1 FH3 TO INSIDE FACE OF WDBL DBL TOP PLATE CRIPPLE STUDS BLW 54x7 PSL 1 .8E INV. INSTALL INVERTED HANGER 1 FB4 (FLUSH) HGUS5.50/8 EACH END TO 1 FB1 & 1 FB6 32x74 LSL (FLUSH RIM; INSTALL INV. HANGER 1 FB5 REPLACE (E) RIM) N/A AT EACH (E) F.J. TO (�) INSIDE FACE OF 1 F135 CONTINUE WEST END TO OUTSIDE FACE OF 5'x7 PSL 1.8E CRIPPLE STUDS ABV. INSTALL 'H8' EACH SIDE 1FB6 4 (FLUSH) N/A TO DBL TOP PLATE BLW AT EAST END. INSTALL 'DTT2Z' EACH SIDE w/ 2"Ox12" LAG SCREW DOWN THRU DBL TOP PLATE INTO 1 FH3 RDJ1 DBL 14x74 LVL LUS48 C F I-J @16"o.c. S2 S7 S7 DBL 14x74 LVL C I-J RDB2 (FLUSH) HUC48TF S2 S7 RDB3 54x92 PSL (TOP FLUSH w/ T.O. (E) N/A F FLOOR JOISTS)2 S7 DJ4 2x8 PT @16"o.c. LUS28Z OR LUC26Z L- S7 D135 6x8 PT N/A L s7 INSTALL 2x4 CRIPPLE WALL ABOVE TO SUPPORT (E) RDB6 DBL 14x74 LVL HUC48TF RAFTERS; HANG (E) CEILING JOISTS OFF SIDE OF RD136 w/ 'LUS' HANGERS (V.I.F. FIT PRIOR TO PURCHASE) EHDR NOTE: ALL FRAMING MEMBERS SHOWN ON THIS PLAN BUT NOT EXPLICITY CALLED OUT ARE (E) 2x8 FLOOR JOISTS @16"o.c., U.O.N. FRAMING DIRECTION HAS BEEN ASSUMED IN SOME AREAS; V.I.F. FRAMING DIRECTION & PROVIDE 'LUS28' OR 'LU28R' HANGERS AT (E) JOISTS FRAMING INTO NEW BEAMS (V.I.F. JOIST SIZE & HANGER FIT PRIOR TO PURCHASE) R K :RS rl PERMIT SET Z 0 W Z o L Z > o W W N d 0_' d_ I ~ � H O :2 U U1 J w N o W W CL L. IL in N N N N I M I O I N O N N W I I I I F- N 00 c0 Q O O O 0 W w Z O O O Q ck: W I— a) > Q O 00 rn Z Y a) > Q O 00 rn Q od Z O — I.-w , cp ,r- o E _0 p Q p t 00 , o E -0 p w w p Q U W Z O W O_' J 0_ U mil[el1►13I312963 =113161e1:1R.' U a� 0 Z w H Q: ¢ Li �wj H o O O Z00 o J Li cn O00 SCALE: SHEET. NO. AS NOTED JOB N0. 21018 IPLAN LEGEN-I NEW OR EXISTING STUD WALL ABOVE FLOOR NEW OR EXISTING WALL BELOW FLOOR 0 'L' 2" W.S.P. SHEAR WALL TYPE O H Y B WM w/ MIN. LENGTH 'L' PER S2 S8 S8 tk OR ���� POST ABOVE OR BELOW FLOOR PER SZ METAL STRAP PER PLAN 'CS16' STRAP o/ WALL SHEATHING; LAP MIN. AST 18" o/ OUTSIDE FACE OF AH2 & CONTINUE o/2x4 FLAT BLKG BTWN STUDS. ALIGN BOTTOM EDGE OF STRAP w/ BOTTOM EDGE OF AH2 HDR DROPPED HEADER OVER WALL OPENING BELOW PER SZ EHDR I (E) DROPPED HEADER OVER WALL OPENING BELOW BEAM HANGER FLUSH —FRAMED JOIST OR BEAM CONNECTION; SEE FRAMING SCHEDULE FOR HANGERS, U.O.N. ON PLAN OR DETAILS (JOIST HANGERS NOT SHOWN ON PLAN FOR CLARITY) JOIST OR BEAM BEARING ON DROPPED BEAM OR HEADER (BEARING WALL SIM). POST DOWN TO HEADER WHERE OCCURS (POST WIDTH TO MATCH BEAM, NOT SHOWN FOR CLARITY). INSTALL FULL —DEPTH BLKG EACH SIDE OF JOIST OR BEAM OVER SUPPORT FIRAWNG SCHEDULE CALLOUT JOIST/BEAM HANGER REFER TO DETAILS) (LI.O.N. ON PLAN) (OR SEE NOTES BLW) AB1 54x16 PSL (U/S FLUSH N/A M w/ U/S ATTIC JOISTS) S8 AH2 54x14 PSL N/A A USE DBL CRIPPLE (DROPPED HEADER) S2 STUDS EACH END AH3 6x10 (DROPPED N/A A USE DBL CRIPPLE HEADER) S2 STUDS EACH END 52x94 PSL (U/S INSTALL 2x6 CRIPPLE AB4 FLUSH w/ U/S N/A WALL ABOVE TO U/S ATTIC JOISTS) OF ROOF FRAMING AJ5 2x4 @16"o.c. LUS24 TO AB4 U24TF TO WALL.S8 H 32x54 PSL (HEADER, AH6 TOP FLUSH w/ T.O. N/A SIM ADJ. DBL TOP PLATE) SZ EHDR EHDR EHDR NOTE: ALL FRAMING MEMBERS SHOWN ON THIS PLAN BUT NOT EXPLICITY CALLED OUT ARE (E) 2x4 ATTIC JOISTS @1651o.c., U.O.N. FRAMING DIRECTION HAS BEEN ASSUMED IN SOME AREAS; V.I.F. FRAMING DIRECTION & PROVIDE 'LUS24' OR 'LU24R' HANGERS AT (E) JOISTS FRAMING INTO NEW BEAMS (V.I.F. HANGER FIT PRIOR TO PURCHASE) 2 Q NORTH PERMIT SET z 0 w � Z O w N > w F w N Z O_ a I ~ a a N O J W � W (n w a w a o N N N N I M I O I N O N N w H N 0i 00 o c0 o Q 0 w w N Z O O O Q O 00 Q Cy)Y O Z 00 Q Cy) � O vi Z o O E p O vi Q o p E 00 w w 0 Q 0 w Z 0 w J a c� :42Eel 1►1*1I:Ze]=:]XKeI:4If, U W W a00 � �w z WH W Z o � 00 v U o .b W O m' w Q ni O Ld 00 o N SCALE: AS NOTED JOB NO. 21018 SHEET. NO. S5 I'LAN LEGEN-1 C — — — — = I NEW OR EXISTING WALL BELOW FLOOR D �\;� POST BELOW ROOF PER S2 S8 — — — — — — — — I METAL STRAP PER PLAN C'MSTC28' STRAP o/ SHEATHING RST1 0/ NEW TO (E) DBL TOP PLATE (E) OR NEW OVER —FRAMING (ADD AS NECESSAR OVF OVER NEW ROOF FRAMING WHERE OCCURS PER(S8 ) HDR DROPPED HEADER OVER WALL OPENING BELOW PER A S2 LOR LOOKOUT RAFTERS PER S8 BEAM HANGER FLUSH —FRAMED JOIST OR BEAM CONNECTION; SEE c FRAMING SCHEDULE FOR HANGERS, U.O.N. ON PLAN OR DETAILS (JOIST HANGERS NOT SHOWN ON PLAN FOR CLARITY) JOIST OR BEAM BEARING ON DROPPED BEAM OR HEADER (BEARING WALL SIM). POST DOWN TO HEADER WHERE OCCURS (POST WIDTH TO MATCH BEAM, NOT SHOWN FOR CLARITY). INSTALL FULL —DEPTH BLKG EACH SIDE OF JOIST OR BEAM OVER SUPPORT FRAWNG SCHEDULE CALLOUT JOIST/BEAM HANGER REFER TO DETAILS) (LI.O.N. ON PLAN) (OR SEE NOTES BLW) RR1 2x8 @24"o.c. N/A D F—G S8 S8 EXPOSED R132 6x10 (DROPPED) N/A S8 S8 ARCHITECTURAL GRADE HEAVY TIMBER RR3 2x8 @24"o.c. N/A B Ev H S8 S8 S8 HSS4x2x$ (EXACT $" FILLET WELD H ER1 SPACING PER ARCH, ALL AROUND TO S8 30"o.c. MAX, S.A.D.) E132 & EL3 $" FILLET WELD H E132 HSS5x2x8 ALL AROUND S8 TO EL3 EL3 PL2x5 (LEDGER) N/A S8 NOTE: ALL FRAMING MEMBERS SHOWN ON THIS PLAN BUT NOT EXPLICITY CALLED OUT ARE (E) 2x4 RAFTERS @24"o.c., U.O.N. FED PERMIT SET z 0 w Of z o w w I N > w ck� w N ~ z o_ H a � � 0 � o N o J w � w U1 w d Ll d 0 N N N N I M I O I N O N N w I I I F- N 0 o0 0 w 0 Q w N Z O O O Q O Q: (D 00 LLJ > O Q O Z N 00 > O Y Q Q t 3: p) N Z o O 00 Lu t p p� N Q o p 00 w w 0 Q O Ld O w d' J a 0 311[dill3131:Selm 019163:lW U a z z w � V LL_ n W V D � LL O 1 ` J O�NON Ln `j w SCALE: AS NOTED JOB NO. 21018 SHEET. NO. S6 WSP SHEAR WALL PER PLAN AND S.W.S. 2x6 STUDS @16"o.c. SILL BOLTS PER 2x P.T. MUDSILL S.W.S. DE E.N. PER S.W.S� SLAB PERGPLAN z x -x-x- M EXTERIOR GRADE z m #3 TIES w/ 135* i----HOOK @12"o.c., ALTERNATED 2) #4 T&B BARS FOOTING PER PLAN TURNED -DOWN STRIP FOOTING n r TYP. TYP. BASE PL� FINISHED GRADE OR TOP OF EXTERIOR SLAB z EXTERIOR SUB —GRADE zo m 0 w 399 CLR STEEL POST FOOTING #5@12"o.c. EACH WAY EXTERIOR WALL SHEATHING SQUARE HSS 2x6@16"o.c. POST PER PLAN SILL BOLTS PER 12" MAX. NON —SHRINK, S.W.S. NON—METALLIC GROUT w/ MIN. 7500 PSI 2x1O P.T. MUDSILL COMPRESSIVE STRENGTH AT 28 DAYS E.N. PER S.W.S. z Lo­z z (4) g"0 EPDXY ANCHORS; USE LEVELING NUTS BLW CO BASE PL AS REQ'D FOOTING PER PLAN i EXTERIOR GRADE CONCRETE BUILD -OUT #5 T&B BARS • 3" CLR No LYWOOD E) SUBFLOOR TRPL 2x E) RIM JOIST �(E) MUDSILL 4„ T (E) FLOORJ JOIST (E) CONCRETE Z—FOUNDATION WALL (2) STAGGERED ROWS #4� HOOKED EPDXY REBAR DOWELS @16"o.c. FOUNDATION BUILD -OUT 'PBSZ' POST POST PER BASE PLAN (E) OR NEW FLATWORK BY OTHERS EXTERIOR GRADE Z4@12"o.c. BOTTOM BARS EACH WAY 0 0 0 FOOTING PER PLAN I� DECK POST FOOTING // FOOTING PER PLAN PAD FOOTING SCALE: NTS - SCALE: NTS - SCALE: NTS - SCALE: NTS - SCALE: NTS - WSP SHEAR (E) EXTERIOR WALL PER PLAN STUD WALL----,,E.N. PER S.W.S. WSP SHEAR 2x6 STUDS (E) SHEATHING---._.(E) FLOOR SHEATHING WALL PER PLAN----,.,,'@1699o.c. SOLE PLATE „ 2x BLKG @4 —0 o.c. WHERE 'LS5O' CLIPS @ FRAMING SOLE PLATE 2x SOLE PLATE FASTENERS PER S.W.S JOISTS ARE PARALLEL TO CLIP SPACING PER S.W.S. O d AT FASTENERS PER S.W.S. E) SUBFLOOR WALL, TYP. ALL AROUND ENTIRE BASEMENT PERIMETER w/ #6x' SPAX SCREWS (DO EACH BLOCK E.N. PER S.W.S. (E) 2x SOLE PLATE NOT PENETRATE ROOFING) (E) FLOOR JOISTS w/ E OR NEW 2x MAIN FLOOR E N. FLOOR SHEATHING E.N FLOOR E.N. HANGERS PER PLAN RIM JOIST OR BLKG 2x BLKG FRAMING CLIPS FLUSH BEAM OR . SHEATHING FLOOR II II PER S.W.S. 3 DBL 14 LVL RIM ROOF DECK FLUSH BEAM OR ROOF DECK SHEATHING FRAMING CLIPS I II DBL 14 LVL RIM PER S.W.S I II (E) ROOF EXTERIOR WALL ---'EXTERIOR ROOF DECK (E) 2x MUDSILL �� II II SHEATHING SHEATHING- WALL SHEATHING (V.I.F.) ROOF DECK m (E) FLOOR JOISTS E) RAFTERS E S.W S JOISTS PER E.N. PER �� ~ ° (E) FOUNDATION a if (ORIENTATION PLAN S.W.S. WALL----,. VARIES) (E) CEILING JOISTS 4„ (ORIENTATION VARIES) 14 LVL BLKG @4'-0"o.c. ROOF DECK JOISTS EAM PER PLAN EMBED. MUDSILL ANCHORS (E) WALL N. PER S.W.S. (E) EXTERIOR SHEATHING E) DBL TOP PLATE (E) EXTERIOR GERS TO HEADER N PER PAN 16 (PER PLAN OR SWS) WALL 14 LVL LEDGER w/ EXTERIOR a SIMPSON 'URFP' STUDS E) DBL TOP PLATE E) 2x4 STUDS @16"o.c. WALL SHEATHING S.A.D. FOR SLOPE ROOF DECK JOISTS w/ (2) STAGGERED ROWS 'SDWS225OODB' GRADE �„ PLATE w/ (2) 2 E) DBL TOP PLATE HANGERS PER PLAN TITEN HD (E) SHEATHING WSP SHEAR WALL @8"o.c. (4"o.c. NET) PER PLAN E) 2x4 STUDS @16"o.c. ROOF DECK AT EXTERIOR WALL F SHEAR WALL ON EXISTING G SHEAR WALL AT EXISTING EAVE H ROOF DECK I ROOF DECK =J SCALE: NTS - SCALE: NTS FOUNDATION - SCALE: NTS - SCALE: NTS - SCALE: NTS - WSP SHEAR WALL PER PLAN AND S.W.S. SILL BOLTS PER S.W.S. E.N. PER S.W.S. X Z EXTERIOR GRADE z CONT. #4 BAR #3 TIES @12"o.c. iv ALTERNATE SIDES 00 0 #5 CONT._ BOTTOM BAR 2x STUDS @16"o.c. 2x P.T. MUDSILL CONT. #4 BAR (E) SLAB r6N GRADE m M U M U FOOTING PER PLAN STRIP FOOTING AT STUDIO SCALE: NTS 6" STEM STEP AT OPNG DECK BEAM I SCALE: NTS 2x P.T. RIM JOIST w/ (3) 16d END DECKING BY NAILS CENTERED IN OTHERS (S.A.D.) EACH DECK JOIST 2x P.T. BLKG ' H 1 Z' TO EACH JOIST DECK JOISTS PER PLAN BEAM PER PLAN (2) STAGGERED ROWS 'SDWS2250ODB — @16"o.c. (8"o.c. NET) 2x8 P.T. LEDGER — DECKING BY — ARCH. (S.A.D.) 8d �~ 0 0 O 0 0 0 DECK JOISTS w/ HANGERS PER PLAN (USE 'LUCZ' ADJ. TO TIES WHERE OCCURS) 'DTT2Z' w/ 2"0 HDG ATR, MIN (1) WITHIN 2'-0" FROM EACH END OF PT DECK (NOT ROOF DECK) DECK2WALL SPACER SWS MODEL D2W38 (E) EXTERIOR WALL DECK TO HOUSE I SCALE: NTS IM BEAM PER PLAN N. FLOOR SHEATHING x BLKG 0 0 0 0 0 0 0 'A34'@32"o.c. "M CONT. 2x6 RIDGE 2x4 OVER —FRAMING OVER —FRAMING (NOTCH AROUN RAFTERS @24"o.c. ROOF SHEATHING SLEEPER 2x4 STRUT @ DBL PRIMARY RAFTER OR TRUSS SPACING ALONG EACH OVER —FRAMING RAFTER, STAGGERED TYP. (2) 1Od EACH END CONT. SHAPED 2x6 PLATE w/ (2) 16d TO EACH PASSING RAFTER OR TRUSS (3) 1Od TOE —NAILS W ' (3) 1Od, TYP. 2x4 @5'-0"o.c. (2) 1Od MAX. TO ALL TOE —NAILS STRUTS GREATER TO EACH THAN 5'-0" TALL STRUT TYP. 10d@6"o.c. 2x10 FLAT SLEEPER, _ TYP. ALONG ALL VALLEYS PRIMARY ROOF SHEATHING PRIMARY ROOF AFTERS OR TRUSS TOP CHORDS PER PLAN 2x4 SPANNING BETWEEN MIN (2) RAFTERS, w/ (2) 16d EA. END TO RAFTER BLW, TYP. UNDER STRUTS. FASTEN STRUTS TO 2x4 w/ (2) 1Od TOE NAILS, TYP \ ALIGN STRUTS OVER RIMARY RAFTERS OR TRUSSES, TYP. TYPICAL OVER -FRAMING SCALE: NTS 2'-0„ (4) 1Od AT EACH LOOKOUT RAFTER �I`V E.N. ROOF SHEATHING WALL SHEATHING ----,,STUDS EXTERIOR WALL E.N. E.N. (2) 'SDWS2250ODB' ROOF SHEATHIN ROOF SHEATHIN CENTERED IN EACH E.N. PER S.W.S. ASSING STUD, (3) AT 2x10 OR oc DEEPER LEDGER 2x RIM RAFTER w/ (3) 16d END RAFTERS (3) 16d TO EAC NAIL INTO PER PLAN 2x LEDGER (DEPTH PASSING STUD DBL TOP PLATE EACH RAFTER SHALL BE ONE WSP SHEAR WALL RAFTERS SIZE DEEPER THAN WALL SHEATHIN PER PLAN (CONTINUE 2x4 LOOKOUT RAFTERS @2'-0"o.c• PER PLAN RAFTERS) EXTERIOR UP AND NOTCH / 'LRU' WALL STUDS AROUND LOOKOUTS) 2x6 @16"o.c. TYP. OR 'LSSJ' HANGERS RAFTERS PERPENMCUE R RAFTERS PARALLEL RAKE SCALE: NTS ROOF SHEATHING (5) 1Od TO EACH BLOCK E.N. RAFTERS (RR1) PER PLAN E.N. (PLACED BTWN VENT RAFTERS PER PLAN FE.N. M NOTCHES) (CUT AT EAVES TO T CREATE TAILS) R ROOF S. SHEATHING--- — — _ — FRAMING CLIPS DBL TOPPLATE L 2x BLKG PER S.W.S. SHAPED 2x BLKG (S.A.D. FOR 1 @4'-0"o.c. VENT NOTCHES) SHI 2x6 CRIPPLE @1 6"o.c. E.N. PER BL TOP PLATE — — — — — — BTWN BEAMS ROOF BEAM — S.W. (RB2) PER PLA — 2x6 @16"o.c. BEFORE/BEYOND 77�:j WSP SHEAR l" WALL PER PLAN E.N. PER S.W.S. BL TOP PLATE WSP SHEAR 2x6 STUDS @16"o.c. WALL PER PLAN SHED ROOF SAVE E LIVING ROOM ROOF PEAK FF SCALE: NTS SCALE: NTS WSP SHEAR WALL PER PLAN 2x SOLE PLATE SOLE PLATE FASTENERS PER S.W.S. E.N. PER S.W.S. (E) OR NEW 2x RIM JOIST OR BLKG FRAMING CLIPS PER S.W.S. (E) DBL TOP PLATE (E) SHEATHING (5) 1Od AT EACH LOOKOUT E.N E.N. PER S.W.S. WSP SHEAR WALL PER PLAN (NOTCH AROUND LOOKOUTS) 2x BLKG ROOF SHEATHING PER PLAN RAFTERS PER PLAN DBL TOP PLATE 2x6 STUDS @ 1 6"o.c. TYP. LIVING ROOM ROOF SAVE SCALE: NTS VALL STUDS 5) 1Od TO EACH BLOCK FLOOR SHEATHING IIII I N I 2x BLKG IIII @4'-0"o.c. / II II @ JOISTS PARALLEL (E) FLOOR JOISTS (ORIENTATION VARIES) N. PER S.W.S. WSP SHEAR WALL PER PLAN E) WALL STUDS SHEAR WALL AT EXISTING FLOOR SCALE: NTS (NO OFFSET) �K� WSP SHEAR WALL PER PLAN 2x SOLE PLATE SOLE PLATE FASTENERS PER S.W.S. E.N. PER S.W.S. (E) DBL TOP PLATE (E) WALL STUDS (E) SHEATHING ROOF TO EXTERIOR WALL SCALE: NTS TEMPERED OR LAMINATED GLASS ROOF PANEL & ATTACHMENT TO STEEL FRAMING BY OTHERS SIN STEEL RAFTERS ER1 PER PLAN (COPE AROUND BEAM) STEEL BEAM EB3 PER PLAN w/ $" FILLET WELD ALL AROUND TO EL3 EACH SIDE OF POST s s CAP PQ II $ STEEL POST I PER PLAN 1 11 RAFTERS PER PLAN CONT. LEDGER EL3 ROOF STAGGERED ROWS SHEATHING #12x22 FLAT HEA N. WOOD SCREWS @8"o.c. (4"o.c. NET), TYP. 2x RIM SHIM BLW HANGER o E.N. PER ATTIC JOISTS w/ S.W.S. %TOP FLANGE WSP SHEAR WALL HANGERS PER PLAN TYP. PER PLAN BL TOP PLATE EACH END 2x6 STUDS @1 6"o.c. PP EXTRY AWNING TO HOUSE SCALE: NTS (ALL STUDS N. 2x BLKG ,/�2x BLKG @4'-0"o.c. (5) 1Od TO FRAMING EACH BLOCK CLIPS PER FLOOR S.W.S. SHEATHING (E) FLOOR (E) FLOOR JOIST JOIST OR BEA WHERE OCCURS WHERE OCCURS w/ HANGERS PER PLAN N. PER S.W.S. WSP SHEAR WALL PER PLAN SHEAR WALL AT EXISTING SCALE: NTS OFFSET FLOOR E.N OVER —FRAMING A NSFC; REFER TO _ (SHAPE VARIES, S.A.D.) E.N. PER S.W.S. WSP SHEAR WALL PER-- (5) 10d TO PLAN EACH BLOCK E.N. PER S.W.S ROOF) I SHEATHING SHIM, ----- TYP. RAFTERS (RR1) PE 2x BL PLAN DBL TOP _ — PLATE ROOF BEAM (R132) PERJ"' PLAN BEFORE/BEYOND 2x6 STUDS @16"o.c. SOLE PLATE FASTENERS PER S.W.S. 2x SOLE PLATE BEAM PER PLA C AI RAFTERS PERPENDICULAR E.N. ROOF SHEATHINGS 10d@6"o.c.� CONT. 2x4 (OR RAFTER PER PLAN) RAFTERS PARALLEL ROOF TO EXISTING ROOF - Jl/-1LL. IV I J E) ROOF SHEATHING (E) RAFTERS-\ 2x BLKG @4'-0"o.c. DBL TOP PLATE 2x6 STUDS @16"o.c. SOLE PLATE FASTENERS PER S.W.S SHAPED 3x SOLE PLATE 2x RIM JOIST E.N. PER S.W.S. 2x6 CRIPPLE STUDS @16"o.c. BTWN BEAMS E.N. PER S.W.S. W.S.P. SHEAR WALL PER PLAN E.N. PER S.W.S. (E) ATTIC JOISTS w/ HANGERS PER PLAN LIVING ROOM ROOF GUTTER SCALE: NTS �M� THING E) ROOF SHEATHING E) RAFTER