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<br /> 6-6 12'-61/2" 5'-0° NOTES
<br /> STHD14 1. ALL EXTERIOR WARM WALLS TO BE 2x6 STUDS _ rn
<br /> 2-2X 16» O.C. TYPICAL, W/TH R-21 /NSULA 170N. Q
<br /> /4)-0" L=T-6" 2. ALL HEADERS ON MAIN FLOOR TO BE 4x10 DF #2o
<br /> WUNLESS NOTED OTHERWISE.3. PROVIDE SOLID BLOCKING UNDER ALL E .,
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<br /> /oi%/ii ,; ; 7
<br /> _ /_ BEARING WALLS. >" N• V
<br /> 1. 4. INLINE FRAMING - SINGLE TOP PLATE o a O
<br /> STRAP @ SPLICES AND CORNERS, EXCEPT Q N 0 .
<br /> F -I AS NOTED FOR SHEAR TRANSFER. _ so, at
<br /> 5. ALL GUARDRAILS PER MANUFACTURERS (n Q
<br /> SPECIFICATIONS. SUPPORTS CAPABLE OF
<br /> RESISTING SINGLE CONCENTRATED LOAD OF a� cd
<br /> a \ a 200 lbs APPLIED IN ANY DIRECTION ALONG THE s
<br /> `�' H D U 8 I I TOP OF THE RAILING. IBC 1607.Z 1.1
<br /> !I zI 7 m --t
<br /> 1 3-2XDF#2 I I o . 6. FASTENERS INTO OR IN CONTACT WTH PRESSURE-
<br /> I 1 1 TREATED OR FIRE-RETARDENT WOOD SHALL BE OF ' -i
<br /> 1�c° I I a • HOT-DIPPED GALVANIZED STEEL, STAINLESS STEEL, � ri c
<br /> I "V-1 SILICON, BRONZE, OR COPPER. CD I EXCEPTION - 1/2 INCH DIAMETER OR GREATER sV N
<br /> H D U 8 o STEEL BOLTS Q N •
<br /> •X6DF POST y3-2XDF#2 E IONDOW E-IMNDOW E-WNDOW = I 7. ONE WNDOW PER BEDROOM SHALL MEET N
<br /> F - ( - I — w� EGRESS CODE.
<br /> E-FURRING �' I 8. UNDER ALL PARALLEL BEARING WALLS, USE
<br /> ,` 0 • DOUBLE JOISTS OR AS NOTED ON PLAN.
<br /> 7 W I DOUBLE JOIST UNDER ALL
<br /> o E-BEDROOM z /O
<br /> 12-9 v CARPET ( NON-BEAR/NG PARALLEL WALLS.
<br /> 1 9. HEADERS 4X10 HF#2 OR (2)2x10 HF#2 (U.N.0.),TYP
<br /> x NAIL TOGETHER W/16016 0.C.
<br /> BATH C .
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<br /> i 1 VERIFY W •
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<br /> �o n 0
<br /> 28 `' 2s O VERIFY FLOORPLAN NOTES I-- N •
<br /> RIR Q 1. VERIFY ALL EX/STING CONDITIONS PRIOR TO FABRICATION & CONSTRUCIION �J (n 00 . : .,
<br /> E-BEAM N Z DO NOT SCALE DRAWINGS VERIFY ALL DIMENSIONS AND ELEVA(TONS WITH THE U (J)
<br /> X6D F POST 4.--- - - - ARCHITECTURAL DRA{�NGS
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<br /> 3. HD- INDICATES A HOLD OWN. REFERENCE THE HOLD-DOWN SCHEDULE PLAN S2 Q
<br /> j Q© FOR HOLD-DOWN REQUIREMENTS W
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<br /> ry VERIFY 4. SW- INDICATES A SHEAR WALL. REFERENCE THE SHEAR WALL SCHEDULE PLAN S2 n - •
<br /> FOR SHEAR WALL REQUIREMENTS 5.
<br /> GARAGE 3`-1 [-GARAGE 7R UP 5.ALL SHEAR WALLS TO BE CONTINUOS BETWEEN ROOF SHEATHING AND TOP OF
<br /> CONC. SLAB CONC. SLAB - OAT FOUNDA TToN WALL. SOME SHEAR WALLS REQUIRE 3X FRAMING AT PANEL EDGES. SEE LJ N I..-
<br /> SHEAR WALLS SCHEDULE ON STRUCTURAL DETAILS (Y V) W .
<br /> 6. SHEAR WALLS TO BE CONTINUOS THRU INTERSECTION. SEE DETAILS 3/S1
<br /> I mil` REC ROOM
<br /> / IN
<br /> 7R UP
<br /> NOTES U
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<br /> ([0 in DENOTES POSTING UNDER CONCENTRATED LOADS. PROVIDE POSTING THE 0 .
<br /> WDTH OF STUD WALL X BEAM WDTH HRH EITHER SOLID WOOD POST OR L_I
<br /> GARAGE DR 9070 MULTIPLE 2x STUDS, TYPICAL, U.N.O. —I
<br /> �/. , — /// - , fr—i—I I I ®O 110 VOLT SMOKE DETECTOR INTERCONNECTED, AUDIBLE IN ALL OCCUPIABLE
<br /> L.: /- E-WNDOW AREAS, */BATTERY BACK-UP.
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<br /> L=2 -6» L=2-6 PORCH — J ® 75 CFM EXHAUST FAN DENTED TO OUTSIDE.
<br /> STHD14 © CARBON MONOXIDE DETECTOR .
<br /> 3-2XDF#2 , • �"
<br /> 2'-6N , 9-0 1 2-6 ,� 9-0 6y DENOTES Jr
<br /> 23'-6 1/2" , ® LOCA1/OHEAR WALL TYPE, LENGTH AND
<br /> N.SSEE SHEET S2 FOR SHEAR WALL
<br /> L=7 -6 SCHEDULE
<br /> H D U 8 DENOTES HOLD DOWN TYPE AND LOCATION. SEE
<br /> A _ HOUSE ADDITION I EXISTING HOUSE ci-- • — - — • —ci)— • — — • --v ,�3-2 SHEET S2 FOR HOLDOWN SCHEDULE
<br /> A>0 J 0
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<br /> GARAGE-HOUSE SEPERA110N,VER/FY inti
<br /> THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA 0
<br /> BY NOT LESS THAN I-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE
<br /> - FIRE TAPE W W
<br /> GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL CO I—.
<br /> HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD Q Q
<br /> OR EQUIVALENT- FIRE TAPE.
<br /> {MERE THE SEPARATION IS A FLOOR-CEILING ASSEMBLY, THE STRUCTURE
<br /> SUPPORTING THE SEPARATON SHALL ALSO BE PROTECTED BY NOT LESS THA •
<br /> N
<br /> GYPSUM BOARD OR EQUIVALENT- ARE TAPE,
<br /> OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED •
<br /> WITH SOLID WOOD DOORS NOT LESS THAN 1-3/8 INCHES IN THICKNESS, SOLID OR
<br /> HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-
<br /> M/NUTE FIRE-RATED DOORS(SECTION R309).WITH SELF CLOSING DEVISE
<br /> ZELA •�
<br /> �f WASysf ZVELT ENGINEERING DESIGN, PLLC 2019-17-HA
<br /> �� ,, ,,,•(,° i�/ I ^ 1 Structural Review
<br /> , xj ,• This review is for general conformance to the
<br /> �/l A 1 17 structural design criteria, red lined mark-ups,
<br /> ° 52iAi ` concept and contract documents. . .. •
<br /> AL By Job Date
<br /> EXPIRES: 07-07-20
<br /> •
<br /> \
<br /> ••,� BASEMENT PLAN
<br /> .a scale /4" _ -On CITY OF EVERETT
<br /> REVIEWED FOR PERMIT
<br /> A05 . .
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