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HomeMy WebLinkAboutPermit File BLD-2022-0448 1214 37th Street (2) U N� Q I O �O Z W W I O PROVIDE NEW VINYL WINDOWS & SLIDING GLASS DOORS �zU ADD 2 x 3 PRIMED SPRUCE TRIM MATCH FASCIA TO ORIGINAL woo I �}U H cn }V m Z m Q Q a z C0 o x z MATCH HORIZONTAL SIDING TO ORIGINAL ° Q-xtww � �-mom � o s a za��m m 3 z o z Q �o i aw } m MATCH EXISTING W MATCH EXISTING DECK SKIRTS CORNER BOARDS Q W w � � U N ILL E 00 O z O� tt Q � NORTH ELEVATION MATCH VERTICAL SIDING TO ORIGINAL 0) CITY OF ANACORTES — Lu oc Lo PLANNING AND BUILDING DEPT: a � APPROVED PLANS x Lu Q REVIEWED FOR CODE COMPLIANCE O PERMIT#: BLD-2022-0448 N ADDRESS: 1214 3 TH ST O ) O APPROVED BY: m 00 SUBJECT TO FIELD INSPECTION.APPROVED PL S SHALL NOT � BE ALTERED WITHOUT AUTHORIZA ON. O O Ln co MATCH EXISTING ROOFING PROVIDE TORCH DOWN ROOFING 00000 0 00000 0 0 U)rn I O I I I I I I I o W J I WI ' I LL I E � N OV EAST ELEVATION > }, LEGEND � o (E) = EXISTING ~ i +� N _ .= � Cy) OV (N) NEW D co L = (N) WALL FRAMING Q LL c\1 Q E = (E) WALL FRAMING TO REMAIN = (E)WALL FRAMING TO BE REMOVED JOB NO. g = BUILDING SECTION LINE 21-16 4 = SHEET NUMBER SHEET ALL DIMENSIONS ARE Al TO THE FRAMING U.N.O. CAD FILE: 21-16 PLOT DATE: U N� Q I O �O Z W W I O u d 30'-8" 11' 10 30'-8" 11' o m L w o m 2 - o --T w�U - I I I I 1 2 4 I I e "�5 J _.a~w _Qom > w - OI T-6 T-6 � " I I II I T-6" " 1 I I I I I � - o I : — — — — — — — — — — — — — — — — — — — — — — — — — — — — --L � — I Q m�o- - - - - - - - - - - - Qm=•, i i I I I I I I I I I I I I I I I I I I I I j I I I } �Q�zo I • Q� ------------------------------------------------- --- -- -- - -- -- - -- -- - -- -- -- -- - -- -- - -- w � Q�� w ------------------- g i • 4 5 ❑ o I 2T-8' I I I m I I I I I I I I I I I I I I I 11 j z z Y I I (7 U 1 4 I I w _ 13 ❑ ❑ U 6 5 I . I it I I I I I I I I I I N E I I I I I I I I I I I ONO OU 3 Z M ---------------- -- - - - Q (a \ 8 \ -- - -- -- -- > E 14' 27'-8' 14' U U 00 Ua Lo o a C � X 1U FL N N � O U � (� O O O Lo M Z Z J J C� a_ Z Z 2 OQ I— FOUNDATION PLAN FLOOR FRAMING PLAN 3/s = 1'-0" * ,3, = 1'-0" Z O FOUNDATION PLAN NOTES 6 D O CRAWL SPACE 6"thick concrete wall with#4 bar @ 24" O.C. vertical FLOOR FRAMING NOTES O J VENTILATION and#4 bar @ 18" O.C. horizontal unless noted otherwise.( U.N.O.) O 9 1/2"deep BCI 5000 1.7 or equal spaced at 16"on center LL LL Provide 1/2"x 10"anchor bolts @ 48"O.C., with 3/4"T&G plywood sub-floor material. and no more than 12"from ends of plates U.N.O. Provide fillers, web stiffeners, blockingpanels and backer blocks PROVIDE VENTILATION IN CRAWL SPACE WITH See TYPICAL WALL SECTION for details. FOUNDATION VENTS. PROVIDE 1 S.F.VENTING recommended by the manufacturer. PER 150 S.F.OF AREA. �2 12"wide by 6"thick concrete footing with (2)#4 bar cont. horizontal 0 9 1/2"x 1 1/4"Versa-strand or equal rim joist. Typical at Rim 0 U E CRAWL SPACE=412 S.F. Pour over undisturbed earth. 0 412/150=2.75 OF VENT AREA REQUIRED 9 1/2"x 1 1/4"Versa-strand or equal ledger. Typical at ledger. N U 2.75/0.56 NET FREE AREA VENT _0 N 3� Step foundation walls per elevation change as required. Provide Simpson ITS1.81/9.5 Top Flange hangers at each joist. (N — _(5)VENTS REQUIRED MIN.(16 x 8"DIM.) �(n � ® Crawl Space Venting per notes this sheet ® 4 x 10 DF beam w/3" min. bearing each side U.N.O. .� E VENTS TO BE COVERED WITH%4"CORROSION RESISTANT WIRE MESH. O 4 x 4 DF#2 posts, connect to conc.footing w/ 50 Foundation below, see Foundation Plan/Typical Wall Section for additional details -+�— Q LOCATE(1)ONE VENT WITHIN 3 FT.OF Simpson ABA44Z and to beam above w/ 4- > 4_0 EACH CORNER OF BUILDING. Simpson BC4Z. (Typical) 0 0 Q �� © 4 x 10 DF#2 floor beam. (Typical) LEGEND a ti 0 (E) = EXISTING E 07 Provide (1)crawl space access, min. 30"wide x 18"tall = _r CM O i ® (E) Existing Wall lines. Typical (N) = NEW i 0 Provide a Simpson PBS44A for post to roof beam. = (N) WALL FRAMING Q O N E LL � Q (6 10 Provide a 18"x18"x12"thick concrete footing w/ = (E)WALL FRAMING TO REMAIN (2)#4 bar each way. Pour over undisturbed earth. = (E)WALL FRAMING TO BE REMOVED JOB NO. 11 Provide a 18"x18"x 8"thick concrete footing w/ g BUILDING SECTION LINE 21-16 (1)#4 bar each way. Pour over undisturbed earth. 4 = SHEET NUMBER SHEET ALL DIMENSIONS ARE A2 TO THE FRAMING U.N.O. CAD FILE: 21-16 PLOT DATE: U N� Z I 26'-6" -o �o zw s 30'-8" 11' 27'-8" 14 '-6" 3 4 �oD 11'-7" ,_32„ 7 1 82" z m o L w o m -- -- -- -- -- -- o 1 1-6" x w 2-3 x 3-0 SH N 5-0 x 3-6 XO _ w J a W �mz maa U' a z m~ x -------� 4 Z -- -- -- —- _- -- - __ -- 1 -- -- 2 NI CO o mw O Z �I � NEW CLOSET -- w N DECK 1A v ❑ w =w 7'_6" 7'-6" 3 I N - > T 6" 8'CEILING -- 2 3 -- -- - -_ - - -- -- --- A _ _ _ _ _ _ _ _ _ o �zw m — CARPET— — w Q Q A4 - - - -2 —FAN NEW BATH- - — — PANTRY — — 4 — - - - - - - - - - - - - - - � - - - - - - - - - - zl — � a ��z= AN] 8'CEILING 8'CEILING — - z Q-- -- -- -- -- - - -- -- 7 } o z N 2 6 TILE VINYL N 8-0 x -8 S D m U Q o - -- -- -- -- -- - E)EXTERIOR WALL �-j L- --- a EMOVE UPPER CABS 5 r OVE REF&WATER TO WEST WALL -- -- -- -- -- -Y } m NEW DOORWAY -I- NEW DOORWAY Z 1B 7 dl a 1B _ O LL ❑ ❑ 6 5 o--- - N --- -- ❑ iLu LL W J X I _ (n Q W 12'-10" _J NEW BEDROOM I® 6 3 W--- - — o 2 � Z — ❑ 8'CEILING (E) KITCHEN / NEW DINING E DECK _ - - _ CARPET BREAKFAST NOOK 8'CEILING HRD WOOD w — — �1 N E 04��"\'/vfy LOCATION O FOR REF o FASCIA TO BE REMOVED — (N)2-6 E( )BATH V 1 N V 7' 12" -- -- - -- INI�P��E LU O Lo -- -- �Qy� -- C w _ FL > N o - U O C0 w (E)RIDGE 10'-62' (E) BEDROOM (E) LIVINGROOM (E) GARAGE � o � (0 Lo M Z Z (E) BEDROOM J J 11-6" r^V C� v Z_ Z G LL U_ " (N) WALL FRAMING PLAN " (N) ROOF FRAMING PLAN J U_ 3/6" = 1'-0" O WALL FRAMING NOTES Q O ROOF FRAMING NOTES 1D 2 x 6 Ext.wall framing spaced at 16" on center 1A 3:12 engineered roof trusses spaced at 24"on center. Provide (1) btm. plate and (2)top plate, plate slices no less than 4'. Trusses to be designed by a licensed Provide 7/16"thick OSB sheathing on perimeter bearing walls. Washington State Truss Engineer. Provide R-21 insulation. Typical U. N. O. Provide 50 Yr. comp roofing over 30#felt. � Q 2D 2 x 4 Int. stud wall. Typical at Int. unless noted otherwise. Provide�/16"OSB or%2" plywood over trusses. () U E Space studs at 16"on center. Hurricane ties per engineers recommendations. C Q G� N N U �3 4 x12 DF#2 headers. Typical unless noted otherwise. 1 B 1.5:12-2 x8 DF#2 Rafters spaced at 24"on center. a_ _0 =_ See ROOF FRAMING PLANS for header size's. Provide'/6"thick OSB or%2" plywood sheathing. t/� U) 00 ® All windows and doors with glass to be Provide Simpson H1 hurricane ties @ rafter to beam location. E Low-E glazing per 2018 WSEC. �2 4 x 4 DF#2 Posts from beam to footing. Qj Q �5 Existing 2 x 4 Interior and Exterior walls Provide Simpson ECC044-SDS2.5 at beam ends C > D g Provide Simpson PBS44A at footing to post. LEGEND a•+ � � Q 6 Existing 2 x 4 Interior and Exterior walls to be removed L0 �3 2 x 6 bearing wall, studs spaced at 16"on center. 0O Q ti E (E) = EXISTING FAN Provide 7/16"OSB sheathing at perimeter bearing walls. ++ I-_ M Q � Min.90CFM Exhaust Fan vro -Vent to outside of structure ® %"x 8"fascia board. (match existing) (N) = NEW 'a i M =Smoke Detector = (N) WALL FRAMING 'a Q N� Q E 5 All load bearing headers to be =Carbon Monoxide Detector 4 x10 DF#2 unless noted otherwise. ��U�d�� = (E)WALL FRAMING TO REMAIN Q LL (6 © Existing roof not to be disturbed. = (E)WALL FRAMING TO BE REMOVED JOB NO. T7 Provide Simpson HTU28 at each truss to B BUILDING SECTION LINE 21-16 beam location �= SHEET NUMBER SHEET ALL DIMENSIONS ARE A3 TO THE FRAMING U.N.O. CAD FILE: 21-16 PLOT DATE: U N� 0 I 11 a3 =o �o 12 o w 1.5 1 a 3 10 oQz 0 L z o 0 - Ja SIMPSON HTU28 m=a z 9 � a SIMPSON LU26 0 w - w Q0 o s Q 0 Q 0 } -< z wal 7 } z o w z Q o Taw �xo o } (\�/) co o 0 w w COMPOSITION SHINGLE ROOFING 6 2 LD L Q w 50 YEAR MINIMUM BUILDING SECTION A_A wOf OVER 30# FELT MINIMUM � 0 1U 7/16" APA RATED OSB ROOF 5 4 ENGINEERED TRUSSES ® 24" O.C. TYPICAL UNLESS SHEATHING (TYPICAL) NOTED OTHERWISE. LICENSED WASHINGTON STATE /4 N TRUSS MANUFACTURER TO VERIFY TRUSS LAYOUT SEE PLANS AND AND FURNISH TRUSS DESIGN WITH ENGINEER'S SEAL. ELEVATIONS TO VERIFY TRUSS MANUFACTURER MUST DESIGN TRUSSES TO ROOF PITCH(es) // 00 0 BUILDING SECTION NOTES MEET MINIMUM LIVE LOAD REQUIREMENTS IN TABLE 12 R301.5 (FOOTNOTES REVISED IN 2006 IRC) INSULATION BAFFLE WITH 1 ON ENGINEERE TRUSSES Yz° SEE ELEVATIONS TO VERIFY ROOF PITCH(es) AND 24" RAFTER TAILS VARIES MINIMUM AIR SPACE R-49 min at O See Foundation Floor Framing, Wall Framing, Roof FramingQ E D / OVERHANG LENGTHS. WILL BE TRIMMED FOR / R-42 BLOWN INSULATION TYPICAL IN ATTIC 1 ' FINISHED OVERHANGS attic blown in for additional requirements. insulation. / l� 4-5 00 2x4 VENTED 2 6 x 24 min. concrete stem wall with 1' ' L_ Lo BLOCKING """ 0 TYPICAL (2 min.) #4 bar horizontal, and #4 bar @ 18" O.C. vertical Q SIMPSON H1 / VPA-35 HURRICANE TIE TO EACH RAFTER W/ 1/2" HD GWB AT CEILINGS UNO Provide 1/2" x 10" anchor bolts @ 48" O.C., REQUIRED FASTENER Q and no more than 12" from ends of plates U.N.O. � X 4 SOFF. FRAMING (2) 26 TOP PLATES TYPICAL. LAP SPLICES 48'. O CONTINUOUS ALUMINUM GUTTERS See Typical Wall Section for additional details 'It N 5/4 x 8 PRIMED SPRUCE SEE FRAMING PLANS FOR HEADER SIZES AND C-) FASCIA BOARDS TYPICAL LOCATIONS. 410 DF TYPICAL U.N.O. O Backfill to provide natural drainage away from structure. 1 x 6 T&G PINE / CEDAR G C:) BETWEEN WALL SHEATHING AND ® 4" perfer. footing drain continuous @ perimeter. I FASCIA BOARD Q (IF REQUESTED) Provide a 4" tight line roof drain. System to drain to an c4 approved location. `O M WINDOW MANUF. TO BE DETERMINED O 12" x 6" tall footings w/ (2) #4 horizontal (TBD) PER OWNERS CHOICE © 2X PT sill, bolted to foundation f2x3 TAPERED SILL TRIM - ( See TYPICAL WALL SECTION for details) � O BOARD - OTIONAL 2x6 STUDS @ 16" O.C. ENGINEERED WOOD I-JOISTS. 5/4"x4" TRIM BOARDS TYPICAL AT EXTERIOR WALLS. SEE FLOOR FRAMING PLAN(s) TO 2 x 6 exterior stud wall framing spaced at 16" on center. AROUND ALL WALL WALL OPENINGS (INTERIOR WALLS 2x4 ® 16" O.C. U.N.O.) VERIFY SIZE, SPACINGS, AND LAYOUT. EXCEPT WHERE NOTED OTHERWISE Provide (2) top plates with splices a min of 48" apart. z U Y" GWB TYPICAL FINISH INTERIOR WALLS n SIDING AS PER ELEVATIONS TYPICAL. (U.N.O. as UNFINISHED) Provide 7/16 OSB sheathing at perimeter walls. O w R-21 BATT INSULATION Provide R-21 insulation at perimeter walls. TYVEK HOUSE WRAP (or APPROVED ESHEATHINGQUAL) OVER TYPICAL IN EXTERIOR WALLS UNLESSA RATED OSB WALL SHEATHING NOTED OTHERWISE (VERIFY WITH TYPICAL 2x6 BOTTOM PLATE GLUED ED ED[NA OLD SUB-FLOOR ® 9.5" BCI 5000 1.7 min. floor joist w/ 3/4" 4 x 8 T&G plywood J ENGINEERING) GLUED ANDLED TO EACH JOIST (Q 6 x10 DF#2 headers at bearing walls unless noted otherwise. w See FLOOR and ROOF FRAMING PLANS for header size. (n z ° Ira 10 1.5:12 - 2 x8 DF#2 Rafters spaced at 24" on center. V J .� o R-38 BATT INSULATION TYPICAL IN Provide 7/16" thick OSB sheathing. z FINISH-GRADE AGAINST FOUNDATION (62. FLOOR WHERE REQUIRED OVER Q / eUNHEATED SPACES (SEE PLANS) Provide Simpson H1 hurricane ties at each rafter. GRADE AWAY FROM FOUNDATION\ \\ "x10" MINIMUM ANCHOR BOLTS ® � 72" O.C. MAXIMUM TYPICAL (or 48° / /��/ / / / / / / . 2x4 OR 2x6 PT PLATEY4WHEREVER TOP OF CONCRETE SLAB WILL BE FLUSH WITH TOP n \ \\ \\ \\ \\ \\ \\ \\ \\ \\ a OF SILL PLATE. VERIFY LOCATIONS ON-SITE. 11 3:12 engineered roof trusses spaced at 24 on center. J O.C. MAXIMUM FOR BUILDINGS OVER /\/\/\/\/\/\/\/\/\/ O 9 p TWO STORIES IN HEIGHT). THERE // // // // // // // // // / (ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE-TREATED) SHALL BE A MINIMUM OF (2) \\\\\\\\\\\\\\\\\\\\\\\\\\\ Trusses to be designed by a licensed ANCHOR BOLTS PER PLATE SECTION, /\/\/\/\/\/\/\/\/\ 5" Washington State Truss Engineer. WITH (1) BOLT LOCATED NOT MORE g g THAN 12" AND NOT LESS THAN (7) \\ \\ \\ \\ \\ \\ \\ \\ Provide 50 Yr. comp roofing over 30 # felt. BOLT DIAMETERS FROM ENDS OF .4 „ PROVIDE MINIMUM (2) #4 HORIZONTAL REBAR IN TOP 12" OF FOUNDATION I EACH PLATE SECTION. BOLTS \/\\/\\/\\/\\/\\�\\ WALLS UNLESS NOTED OTHERWISE ON FOUNDATION PLAN AND/OR ENGINEERING. Provide '/16" OSB or Y2" plywood over trusses. EMBEDDED MINIMUM 7" INTO CONCRETE. \//\//\//�\�� \ \ \ CONTINUOUS PERIMETER FOOTINGS WITH (2) #4 REBAR CONTINUOUS (TYPICAL Hurricane ties per engineers recommendations. WALLS 24" OR LESS IN LENGTH \/\\\/\\\/\\ I U.N.O. ON FOUNDATION PLAN AND/OR ENGINEERING) 0 CONNECTING OFFSET BRACED WALL ?� PANELS SHALL HAVE (1) ANCHOR y z \\�/\\��' ° 9• 12 R-49 batt insulation. Maintain 1" min. ventilation space BOLT LOCATED IN THE CENTER THIRD OF THE SILL PLATE, WITH WALL / and provide PVA paint or polyethylene sheet vapor a_ _0 N =_ CORNERS FRAMED TO ADJACENT \ /� •a °° N .U) O retarder at interior side. . BRACED WALL PANELS PER FIGURE BOTTOM OF FOOTINGS a R602.10.5. CY) E WALLS 12" OR LESS IN LENGTH VA//VAS VA/V//VA// V 4" RIGID TIGHT-LINE DRAIN. /\ \� / /\/\ \ \ }' Q CONNECTING OFFSET BRACED WALL / / / // 13 R-38 batt insulation in-between floor joist. � PANELS CAN BE CONNECTED TO THE DAYLIGHT TO GRADE. \\/\\ \ \ i� > v FOUNDATION WITHOUT ANCHOR BOLTS, \ FOR STEMWALL POURED SEPARATELY FROM FOOTINGS, Attach with twine so as insulation can not fall down. `� WITH WALL CORNERS FRAMED TO FILTER FABRIC PROVIDE (1) VERTICAL REBAR FROM FOOTINGS AT NO MORE p 0 Q ADJACENT BRACED WALL PANELS PER 3 6" 3 THAN 48" O.C. WITH A STANDARD HOOK 3" CLEAR OF LEGEND FIGURE R602.10.5. 4" RIGID PERE FOOTING DRAIN WITH 12„ BOTTOM-OF-FOOTING AND EXTEND UP INTO THE STEMWALL 0 12" MINIMUM OF DRAIN ROCK COVER. THE LESSER OF 2" CLEAR OF THE TOP OF THE WALL AND 0 ALL ANCHOR BOLTS ALONG BRACED DAYLIGHT TO GRADE. 14" UP INTO THE STEMWALL. (E) = EXISTING O 0 E � WALL LINES REQUIRE 1/4NY0" TYPICAL UNLESS NOTED VERTICAL REINFORCEMENT GRADE 60 MINIMUM. +_� M STEEL PLATE WASHERS U.N.O. ON OTHERWISE ON FOUNDATION SEE TABLE R404.1.1(5). ENGINEERING. PROPERLY SIZED CUT PLAN AND/OR ENGINEERING (N) = NEW U (WHEN ADDITIONAL VERTICAL REINFORCEMENT IS REQUIRED IN WASHERS ARE PERMITTED FOR FOOTINGS TO REST ON THE STEMWALLS, MATCH THE O.C. SPACING OF REBAR FROM = (N) WALL FRAMING 'a 0 N C: E ANCHOR BOLTS IN WALL LINES NOT UNDISTURBED SOIL FOOTINGS WITH THE ADDED VERTICAL REBAR. VERIFY U Q CONTAINING BRACED WALL PANELS SPACINGS WITH FOUNDATION PLAN, FOUNDATION NOTES, AND ��U�d��OR IN BRACED WALL LINES. ENGINEERING). = (E)WALL FRAMING TO REMAIN TYPICAL WALL SECTION = (E)WALL FRAMING TO BE REMOVED JOB NO. B = BUILDING SECTION LINE 21-16 4 = SHEET NUMBER SHEET SCALE 3/4" = 1 '-0" A4 NOTES AT TYPICAL WALL SECTION(S) ARE TYPICAL FOR ALL ALL DIMENSIONS ARE CROSS-SECTIONS AND DETAILS EXCEPT WHERE NOTED OTHERWISE. TO THE FRAMING U.N.O. CAD FILE: 21-16 PLOT DATE: