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HomeMy WebLinkAboutPermit File BLD-2019-0579 1911 Orchard Place (4) FOUNDATION NOTES: CITY OF ANACORTES mama I. INSTALL PRESSURE-TREATED 2x6 (PT. 2x8 RIPPED TO 6" WHERE O 3-CAR GARAGE OPTION ONLY: 31-6" x 31-6" x IC" CONC. PAD SSP M_ JSTS. HANG) SILL (MINIMUM) W/ 1/2" DIAMETER x 10" ANCHOR BOLT FOOTING W/ (3$4 REBAR EACH WAY AND SIMPSON CB66 (OR EQ.) PLANNING & BUILDING DEPT: 1 " ,. " A PROVED PLANS on MINIMUM 2 BOLTS PER PIIERCE 3. TO 12" FROM FOUNDATIONEND TYPICAL THROUGHOUT 40-0 n A) " S� and- �. ���� ��— l0-1� a 61*� a 6I5 12 3%PERMIT : `� L —2O Iq" P1 S79 LANDED GENTRY 2, INSTALJ_ 4" PVC DRAIN PIPE BELOW FOOTING ® LOW POINT FOR 21'-9" 12'-6"ADDRES:Eft: IPOSITIVE DRAINAGE DURING CONSTRUCTION, VERIFY PLACEMENT OF 4" �� rG�1Q>7� �� HOMES AND COMMUNITIES PERFORATED FOOTING DRAIN PIPE IN FREE-DRAINING GRAVEL BASE 544" Il' 619APPROV 'DY=�`" �9SUBJECTOFIELD \SP Tr APPROVEDPLANS REVISIONS $Y: 3. 4x4 POST ON 90* FELT. USE 4x6 POST AT BEAM SPLICE. CONNECT dr ,�r�POST 70 BEAM W/ Ix4xi6 GUSSET BOTH SIDES OR SIMPSON BC POST �ry \ \ 4 SHALLNT BE ALT f E '! :•UT AiVTHORIZATION. 12 - 18 - 11 JR CAP (VERIFY SIZE). CONNECT POST TO FTG, W/ SIMPSON A33 (OR EQ.) IE I \ I + + + + i 1 - \ NAILED TO POST AND POSITIVELY CONNECTED TO CONC. FOOTING BELOW 0 r+ J c - L S - 23 - 19 JR 0 O 04 4, FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM SOIL BEARING t p OF 1,500 POUNDS PER SQUARE FOOT I t Cb! NOTES: I © I �r 1. COORDINATE W/MECH.&ELEC. 0 T - I I it m FOR LOCATIONS&SIZES OF O II-4" x b" CONC. FTG, W/ (2)44 REBAR CONT. -STEP PER GRADE 5 r 01 I T I r FOUNDATION/SLAB BLOCKOUTS. � I I 2. 30x24 CRAWL SPACE ACCESS O 6" CONC. FOUNDATION WALL W/ REBAR PER R404.1.3,2 4 IRC TABLE f �-:-/ c2. i2 _ IQ I PANEL(24x30 MIN)-PROVIDE METAL OR 404,1.20) - 404.1,2(0) t •4 REBAR CONTINUOUS s TOP -STEP PER GRADE 0 -0 at, I FIBERGLASS WELL AS NECESSARY. INSTALL SOLID COVER SLOPED AWAY FROM BUILDING- W/ PONY WALL ABOVE WHERE NEEDED, VERIFY W/ BUILDER \--\ r 1 m L 1 1 1 1 1 11 I �__ _- � -.. "_ — — _ —ar --r- \ \ \ INSTALL 4x8 MIN. BEAM SET ON WALL PLATE 1 r - _ _ _ _ _ _ _ 1 I TO SUPPORT WALL ABOVE(OR INSTALL OG 1' 8" x 1' b" x 0" CONCRETE PAD FOOTING W/ 4x4 POST ON 90" FELT (OR EQ.) I I - 0 cm _ _ _ INTERIOR CRAWL SPACE ACCESS-VERIFY WI II^) it ar it I I BUILDER&SEE PLAN) D 1'-2" x II-2" x 12" CONC, PAD FTG. W/ SIMPSON GBSQ66 SDS2 (OR EQUAL) I I �` co I `� I I '� I 3. 16x8 POUR-IN-PLACE FOUNDATION VENTS(OR O III 4 _1 r - 1 cn r -'- , cn r -'- I I I 16x6 VENTS IN FLOOR DIAPHRAGM(VERIFY WI ALL CONNECTORS TO BE HOT-DIPPED GALVANIZED I �I I It Q cn \ I ® I I I \ 1 T 1 © i IICI I BUILDER). NUMBER PER PLAN. I ri1 M I I 1 I 4, 12"WIDE THICKENED SLAB EDGE. EXTEND EO 4" CONC. SLAB W/ NICON FIBER OR FIBERMESH THROUGHOUT (VERIFY © I IVI n Q 4 IIII I &BELOW GRADE. W/ BUILDER) SLOPE 1/S" PLF MINIMUM TOWARD GARAGE DOOR C I I I RI qk I�J�� // I I r 5. VENTS TO BE LOCATED WITHIN 2'-0"OF CORNERS. O 4" CONC. SLAB/STEPS (VERIFY FINISH WI BUILDER) W/ NICON FIBER OR �( I 1 T. A 'n i0 ` I ! d in I I 1 I FLOOR JOISTS: FIBERMESH THROUGHOUT (VERIFY W/ BUILDER) f II� J '- , LAYOUT SHOWN HERE IS FOR 2x FRAMING. IF G OPTIONAL (VERIFY W/ BLDR.): STUB 12" LONG •4 REBAR 4" INTO CONC. I I�fl I al Q Q \ I® (TYP.) �_ i©(TYP") '�i �/(7YP') + 11I I ENGINEERED JOISTS ARE USED, MANU- O �1I Q 8 - ), _ , O 1 FACTURER SHALL PROVIDE AND SUBMIT SLAB FROM FOUNDATION WALL 0 24" O,C. TYPICAL. THICKEN SLAB I 16 I (J QQ1 J L — 24 L -'�`11 Iti'Jo: 014J hill ENGINEERED DESIGN TO THE BUILDING EDGE (IF NECESSARY) ' J) 3 in- w _ Id t - I t I I I I DEPARTMENT FOR APPROVAL PRIOR TO O POUR SLAB THROUGH DOOR OPENINGS TYPICAL lll , 9 O Q, 'n ,it f ^ i I i FABRICATION AND INSTALLATION. 1 (lli I r _ x in �g IU I I I FLOOR SHEATHING: J THICKEN SLAB TO 6" AT GARAGE DOOR OPENING t INSTALL •4 REBAR r -, r - QQ III I I I I U I 1.USE 3/4"CDX OR OSB STURDI-FLOOR T&G, O CONTINUOUS I i�l I \��� 44 i 4 I IL I I © GLUE AND NAIL W/RING SHANK 8d's AT 6" n I L _'- J L -,- J N 1- -I- J ) I B EDGES&12"IN THE FIELD.FACE GRAIN O 16" x 6" (MIN.) SCREENED FOUNDATION VENT (14 TYPICAL) _ I Q I I I PERPENDICULAR TO SUPPORTS. I - I2.PROVIDE SOLID BLOCKING IN THE JOIST I U I ISSN 2'2)s Si ' A QI F tel 9 ' II'-SYa" CAVITY BENEATH ALL POST LOCATIONS O IS" x 24" GRAWLSPACE ACCESS OPENING (MIN. PER CODE) ll "� (VERIFY LOCATION) II III I © O I Q r _ I AND BETWEEN UPPER AND LOWER STUDS lO-O I ) I r -,- , AT FLOOR TO FLOOR HOEDOWN LOCATIONS. I / p I 1 3. PROVIDE BLOCKING BETWEEN I-JOISTS AT O 2'-5" x 2'-5" x S" CONCRETE PAD FOOTING W/ (2)4x4 POSTS ON 90* FELT (OR EQ.) I I III I ti I `®J �I I N I ® I I- I INTERIOR BEARING LOCATIONS WHERE THERE 7yp . _,_ J III , d) ! IS A LOAD BEARING WALL ABOVE. O I'-0" x 1'-0" x 6° CONCRETE PAD FOOTING WI 4x4 POSTS ON SO* FELT (OR EQ.) I 0 i �I I c7 I 9 t+ a' Y O Z = I OM IJ I - 4. IF ENGINEERED FLOOR JOISTS ARE USED, Q 4_ I �f , ar I II I b PROVIDE TIMBERSTRAND RIMS WHERE FLOOR I © ' 3 `1 q ' Q 3 ' O I ' JOISTS BEAR AT EXTERIOR WALLS. O 2'-0" x 2'-0" x a" CONCRETE PAD FOOTING WI 4x4 POST ON 9Q* FELT (OR EQ.) r J a I ` Q _t O O I I \ \ I \ - \ \ ,� - '"F 5.CONNECTIONS:SIMPSON COMPANY OR EQ. Q I uc _ »I I 6. FIELD CUT ENDS, NOTCHES,AND DRILLED till s 1 ',' r - r EDGE OFI �'I r t - - , :11 I tp 3 (IT I I V I I I Q HOLES OF PRESCRIPTIVE TREATED WOOD © I v FLOOR I I I / \ I '\ _ =r ca SHALL BE TREATED IN THE FIELD IN ACCORDANCE In ® �.,'� m 0 \ O �Q O I 1�� I WITH AWPAM4. 2-16d PLATE TO STUD I I I I a \ X MINIMUM 24 IN.WOOD 1 v I I'; I -f v r I �I - 2xt0 ' huJ i i FOUNDATION NOTES: STRUCTURAL PANEL I 11 J 11 Q 4 11 0 I THESE DETAILS REFLECT Q 1 FLR. JST, $ OW BRAG-P I A GENERAL HIGHER STANDARD THAN THAT I I I I IALLOWED BY THE IRC. THESE DETAILS 01 OPT, m WALL ABOV (SEE DE7, 2OPT. ,p I I I I ± I I INDICATE THE FOUNDATION AND REIN-ORIENTATION OF STUD I I I DOOR \— BELOW ANC "HEFT A3.3 \ I - I DOOR 111 r+ \ I I W I 1 I FORCEMENT REQUIREMENTS FOR THIS MAY VARY AS ALT. a- ��I 16d NAIL @12"o.c. O I1 0. I I 1 PROJECT. THE CONTRACTOR MAY NOT II 1 I I , 1 I I USE THE IRC MINIMUMS WITHOUT WRITTEN tl GYPSUM WALLBOARD I I II� I Q , N I I I d) I �,I t ) 11 PERMISSION OF THE DESIGNER. lii.�. 14 I I III I in I I � I FASTENERS: ICI)�� 10'-29a" I I I I L - i METAL ELEMENTS INCLUDING, OPT.NON-STRUCTURAL "��'�� 'r I I E `� I I \ I GUI CONNECTORS, MUST USE HOT-DIPPED 1111 'I -- -_-_ n I I I FILLER PANEL -- -- -- - N di GALVANIZED METAL WHEN IN CONTACT I I , I I I t ,- J "-Q + \ I OVERLAP F R. RIN ' o I WITH ACZA PRESSURE TREATED MATERIALS. 5/16"-1/2" CONTINUOUS WOOD I 'I "t I I I + I I I 6d COMMON(SUBFLOOR,WALL) STRUCTURAL PANEL I , I I WALL/$EAM $FARING t 5 [R319.3]-SEE 37/SP1 0 Q NAIL TOGET ER W/ (3)Od �� ItiY1 8d COMMON NAIL(ROOF) BRACED WALL LINE n EDGE SPACING 6"o.c. 11I I I 1 I NAILS PFR I-G R5O2 6 1 i I� i A2.2 V w( / wa{ v� yct,h'rvl t.^n a L'it' G ALT STUD INTERMEDIATE SUPPORT 12"o.c. -1 1(I I 11 1 r _ TYPICAL © u \ : l I ;mac ci(� or l alb Gi"l or 1 CORNER DETAIL - fl L -, 1 3/4" = 1' 0" 0 I I I 110I I r I rq Mid KJ��in�Y/ S�rh�� S�jS�P/"ly` L '1 tints dri __-v— I t - -<ir� �__ - c , <{ _ . CONTINUOUS RIM JOIST ADDITIONAL FRAMING FULL HEIGHT BLOCKING 1 V I 11 1 J J , I C I 1 ) , , - MEMBER DIRECTLY ABOVE @ 16"o.c.ALONG ® T T ® I �r • r/ BRACED WALL PANEL BRACED WALLL PANEL \ \ I I L II I I {O I i'! I ® 0 ( Q L - 1 1 ` • C J Iy` I I .4 r t Lc f �_ a I 9 pIGC � I ► r N o �u SI_3 51 m 11 HD / // I OMIT C.(".‘\- ( zs-, )1 / 10'-0" / \ © -- �} O + OCOA87AL 3 OD A2,2 AUG 3 0 2019 (jj 8d @ 6"o.c.ALONG 8d:( 'eafr, @ 6"o.c.ALONG TOE NAIL 3 Sd \ _ \ J. ` - J L L5 aT � 1 BRACED WALL PANEL BRACED WALL PANEL NAILS AT EACH co A2 2 Spa'j 6'-10" / 12'-2" fig " . ANAGORTES MEMBER03 BLOCKING BRACED WALL PANEL BRACED WALL PANEL - BRACED WALL PANEL " " " ROSARIO 3-CAR GARAGE OPTION /2'-41t / 16'-3 �2-41� / 211-0" 3-16d @ 16"o.c.ALONG 3-16d @ 16"o.c.ALONG BRACED WALL PANEL BRACED WALL PANEL 3-16d AT EACH I' BLOCKING MEMBER SCALE: I/4" s -O" 19-0 6' �/ ad -OII +N ik1 r 5Jr FOUNDATION PLN NOTE: FOUNDATION PLAN r SEE ENGINEERS NOTES r` 1 0 , SCALE: 1/4" s 1'-0" AND DETAILS, SHT, S-I \- 1 �/ 0„„ - JOB NO.: ROSARIO r CONTINUOUS RIM JOIST ADDITIONAL FRAMING FULL HEIGHT BLOCKING f���" ���,1 f DESIGNED: LG MEMBER DIRECTLY ABOVE @ 16"o.c.ALONG BRACED WALL PANEL BRACED WALL PANEL DRAWN: TP I WHEN PARALLEL TO FLOOR/CEILING FRAMING BUILDER TO VERIFY ALL DIMENSIONS. CONSTRUCTION TO DATE: 11/03/2017 COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE, SHEET BRACED WALL PANEL CONNECTION 2015 UNIFORM PLUMBING CODE, 2015 WASHINGTON STATE ENERGY 4 -2 . 1 \ 2 / CODE 4 ALL APPLICABLE LOCAL, STATE 4 FEDERAL CODES. 3/4" = 1'-0" 8"WATERLINE(E) TEMPORARY CONSTRUCTION PROPOSED PERIMETER SILTIMO ENTRANCE PER BMP FENCING M BMP SILT INIS �� PROPOSED PERIMETER SILT C105(SIZE TO FIT) FENCING (TYP) PER BMP C233 �� _ _ __ _ _. �_ tad ___-- _ tN �� �I SO ���� mm 6"STORMDRAIN(E) V EXISTING EDGE OF PAVEMENT 41 ST STREET 20'WATERLINE EASEMENT `Ss 1.5"SANITARY SEWER F PRIVATE ACCESS EASEMENT LANDED G F N T RY FORCE MAIN (E) ORCHARD PLACE 26I M 1�4 �� �' �562-28� w ---- SD 50 SD SD a0 — _. �{{ �, ��4 a,�. SD, U HOMES AND COMMUNITIES w X X X X x X X X x x x x x— x—x"—xX X Xry ' X X x X X BMP C154: CONCRETE V / (` I X GENERAL NOTES w 4 WASHOUT AREA ORTU& �� C o W LOCATION MAY VARY. �� OWNER:504E. FAIRHAVEN a f > as— �` I LANDED GENTRY > N f: ¢ x 116.00 � C f B04 E. TON, V a ¢ ti •� i C' 98233 1-(360)-755-9021 Q FORCE MAIN POINT Kt-----, —if FH (E) A " — WM (E) OF CONNECTION -.__,! IC '� � x I PROJECT SITE . `(Lot 17) '17BUILDING: ORCHARD J ( 1 �.- I MAIN FLOOR AREA— 1,311 SF PLACE ` � — INLET PROTECTION PER x UPPER FLOOR AREA— 1,804 SF K�; �—,---� 1 `.I YD C220, BLOCK&GRAVEL TOTAL FLOOR AREA— 3,115 SF FILTER TYPE LOT LINE&ACCESS �� 'v )(:::)/ I GARAGE AREA— 718 SF EASEMENT LINE OF ,� --.) ,/--� ( � x • _� / BMP T5.10C: PERFORATED ( SITE ORCHARD PLACE �I STUB OUT CONNECTION: S.F.R. 1. �' ; 2' WIDE x 1L5' (MIN) DEEPs. 2 oo' i �� / Th r> x 10' LONG, LEVEL PROPosED / DRAINROCK FILLED TRENCH ZONING: P.U.D ssFM .,�� fir'�`--� VYIT.f'1 4 ' D?AAIfE7ELi E < %' )Liziii/1:1\----; PERFORATED PIPE FOR x SETBACKS J �- ROOF DRAINS, PER o ALL SETBACKS IN COMPLIANCE • �� � ��� "PERFORATED STUB OUT WITH CITY GUIDLINES ,„‘,„ , C7 --1;� (-.>------ CONNECTION DETAIL', ^ x N S/DEYARDS MIN 10' INLET PROTECTION PER SHOWN I HEREON AT LEFT. N REAR YARD MIN 20' VICINITYSMAP FILTEBLOPK&GRAVEL 4 1� 1,—` 1j ( FRONT YARD MIN 0' FILTER TYPE NTS . .." HEIGHT: PROPOSED WATER N Y� 35' SERVICE LINE J' R I MAX. ALLOWED: 50 00' — ` PROPOSED:UNDER 19.00' _r 20.00' I 21.00' I— 10.00' PARKING: CHECK DAM PER BMP PORTLAND CEMENTI PARKING SPACES PROVIDED= C207:CHECK DAMS, WALKWAY3 IN GARAGE, 3 1N DRIVEWAY AS NEEDED. CONCRETE DRIVEWAY I FROM EDGE Q _ _ .._ - — - :in PAVE141ENTTOGARAGE ` x — COVERED FLOORAVE (P)N I N PROPOSED PERIMETER n PORCH I CONSTRUCTION FENCE —0o � r PER BMP C103 o n1 �� 0 COVERAGE o i \ GF: 318.50 I T x \V BUILDING AREA: 2,028 S.F. LOT 16 NORTHERLY I PORCH AREA: 134 S.F. 1 "� " 25' FRONT BUILDING S Erosion Control Notes for Residential Construction-City of Anacortes m c)c S SETBACK LINE x DECK AREA: 96 S.F. • TOTAL AREA: 2,258 SF. o a i \ \ ' I LOT AREA: 12,180 S.F. C07pr x A. Erosion Control Best Management Practices shall be in place per the = or nani'x�` accepted site plan prior to any construction start. =va 4 �s GARAGE I PERCENT COVERAGE: w (P) 2,258 / 12,180 = 18.5% B. The erosion control shall be inspected once a day and modified to meet the • 0=o Iss surrounding conditions as needed. x p C. The storm drain system shall be cleaned daily(Section 7-07.3).All drainage Np ; N.`'` LOT,. 18 systems shall be cleaned to the acceptance of the City of Anacortes prior to 0 j CLCOJ IMPERVIOUS COVERAGE acceptance of the project. N 4"STORM DRAIN x D. Stabilized construction entrances and roads shall be installed at the • m a n I I beginning of construction and maintained during the duration of the project. ( PLACE SILT ' BUILDING: 2,028 S.F. Additional measures may be required such as wash pads to ensure that all FENCING ON DOWN x STEPS/WALKWAY. 23 S.F. paved areas are kept clean. No mud is allowed to enter onto City streets. STREAM SfDE OF ' s I PORCH: 134 S.F. E. Any soils exposed that will not be disturbed for two(2)days during the wet STOCK PILE, PER DECK: 96 S.F. season or seven (7)days in the dry season shall be immediately stabilized • ! BMP C233 ' C r ;. DRIVEWAY.' 852 S.F. caa x 3,133 S.F. with the approved ESC methods (seeding, mulching, plastic covering, etc.) ; TOTAL: SOIL STOCKPILE LOCATON I o H o a F. Two (2)weeks prior to the beginning of the wet season(October 1), all I co • N LOT AREA: disturbed areas shall be reviewed to identify which ones can be seeded in o (COVER WITH PLASTIC I ^ GF:319.00 12,180 S.F. preparation for the winter rains. Disturbed areas shall be seeded within one DURING STORM EVENTS) I Ni- o S z o 0 (1)week of the beginning of the wet season. A sketch map of those areas to Lri o • �i I 2 CC o ( o PERCENT COVERAGE.• be seeded and those areas to remain uncovered shall be submitted to the <t Z z x 3,133 / 12,180 = 25. o Project order to The Project Manager can require seeding in additional I• `\` = o areas in order to protect surface waters, adjacent properties or drainage • SHEET 1 -U facilities. FLOW 4 5 LOT 17 0 ' - x G. Penalties for an Erosion Control violation are subject to a$300 to$1000 • a m0 C7 fine under Chapter 17.66 - Penalties for Violation. Each day is considered a • W FF MAIN:320.00 x different violation. FF UL:330.00 I I I 4"STORM DRAIN SFR(P) • a cri x _ -- N l EASTERLY .,gym x 10'SIDE BUILDING 0 SETBACK LINE Z anti O F„ mK • _ x I �Y��♦ �ISs d�y m.rertww I I I S•rtM. !y.1l .y �+ry4'IT0i! j U D S T — • ? D S GRAPHIC SCALE WESTERLY Trench X-Section 10'SIDE BUILDING I x 6 Q 3 6 12 SETBACK LINE o COVERED I p PATIO • I co (P) x ( IN FEET ) �'�~ CHECK DAM PER BMP I 12.00' I Horiz. Scale: 1 Inch = 6 Feet C207:CHECK DAMS, to AS NEEDED. 1 ----)Pri__ _ _ _ 40_00' Saoo' �� — — lono' ._ _._ 0 I--- ___ .- THE ORCHARDS PUD i 42;Ptri c' .._..-. _ _.i-- ax ArI 20.00' x� ROSARIO (CO-2) "'►) SOUTHERLY —�4 —�� i 3—CAR GARAGE LEFT Plan View of Roof N BMP C121:MULCHING 8 T5.13: 20'REAR BUILDING BMP C121: MULCHING&T5.13: NOTroscne POST-CONSTRUCTION SOIL POST-CONSTRUCTION SOIL QUALITY AND DEPTH(TYPICAL) SETBACK LINE QUALITY AND DEPTH (TYPICAL) x N Figure -OIII-3.1.6 HOUSE PLACEMENT EXHIBIT 0 Perforated Stub-Out Connection I I.i SITE PLAN flevlaetl P¢cenb+l015 Ii D Star. MENT OrECOLOGY rfl .ar m,-«,•.>,e .<„N,"«arv�no ncludnga�,n�,"og •S1"�eLOViosh 90" a"ef att,. ,: DEC t720t9LOT 17 — P12400 x �,�,�,FR, 1911 ORCHARD PLACE 2014Sh ater Manageme tManuatlorWea€emVVasning�n I ANACORTES, WA PERFORATED STUB-OUT Volume 11!-Chapter 9-Page 466 x JOB NO: THE ORCHARDS PUD I CONNECTION DETAIL I • • • • • • • • • • • • • • • • • • • • • • DESIGNED: LG LEGAL DESCRIPTION: NOTE: DRAWN: Ia �� II LOT 17, THE PLAT OF THE ORCHARDS PUD, AS RECORDED 116.00' DATE: I i'lefAti re 4.9. ):1,�,1,i UNDER AUDITOR'S FILE NUMBER 200601190126, RECORDS OF TRACT "C" NGPE PROPOSED PERIMETER WINS PLAN IS FOR HOUSE LOCATION SO COUNTY E THE A PORTION RF THE CONSTRUCTION FENCE THIS SEE BUILDING PUNS FOR SHEET 1 of 1 SOUTHEAST25, QUARTER OF THE SOUTHWEST QUARTER OF SECTION PER BMP C103 WINDOW, DOORBAND INTERIOR DETAILS. AN TOWNSHIP A NORTH, RANGE 1 EAST, W.M., CITY OF ANACORTES, SKAGIT COUNTY, STATE OF WASHINGTON, • , yes 8"WATERLINE(E) o IMMO i WN W W W GMEMINIMMEMMO _ W ' W �� = 41ST STREET _ 6"STORMDRAIN(E) EXISTING EDGE OF PAVEMENT 20'WATERLINE EASEMENT 30' RIVATE ACCESS EASEMENT LANDED N D E D GENTRY N TRY as ORCHARD PLACE 1. 1 ) SD SD SD --- SD SD SD SD SD- SD S,)i L.' g HOMES AND COMMUNITIES w Q r W � GENERAL NOTES w Nw v > s ��� LOT LINE&ACCESS u, OWNER:LANDED GENTRY a o ¢ 504 E. FAIRHAVEN / EASEMENT LINE OF a 1. ORCHARD PLACE 504 E. FAIRTON, WA r WM(E) FH (E) 98(360)-755-9021 2.33 PROJECT SITE (Lot 17) ORCHARD �_.I � I - - � PLACE W W W i W W W W W W NOTES: * - `A[�Ns W .• Q W W v\\\W- W Jr W gam' W W W W W `-'4'// 1. ALL WORK SHALL BE PERFORMED BY 4- LANDSCAPE CONTRACTORS FAMILIAR WITH W W W i 1 ` ` 4 W * * 1ft - RESIDENTIAL LANDSCAPE INSTALLAAON. ATION E CT TO f L ��1�1 2. ADJUSTMENT INYTBE FIELDEBY THE e LANDSCAPE CONTRACTOR. SHRUB AND Alt 4, DRIVEWAY y W W APR GROUNDCOVER LOCATION MAY VARY W * W W * * y GeP��N WITHIN THE DESIGNATED PLANTING BEDS. VICINITY MAP W W W �p W W * W W � e W W y y \ Mv\G 3. SUBSTITUTION OF PLANT SPECIES DUE NTS • y 4. 4, * W W TO LACK OF AVAILABILITY IS SUBJECT TO { 7 G`4OP� 111 W W . y . . ` W APPROVAL OF THE OWNERS PLANT 1Vltil E L Y71/4‘ G� NORTHERLY - * * * * * * * * REPRESENTIVE. SE FRONT BUILDING W W 4. EACH TREE SHALL BE HEALTHY STOCK SYMBOL BOTANICAL/COMMON NAME QUANTITY SIZE SETBACK LINE AND CAREFULLY PLANTED IN A 4\ WALKWAY THREE-FOOTGOOD, Corms kousa - Kousa Dogwood 2 2" Caliper ''-- -- ,--- - -_ \\I (( -- — 5.APPROPRIATELY RP ATNTEDFSHALIZED TOPSOIL M (small to medium flowering trees) I ' OF CONIFEROUS AND DECIDUOUS TREES. Corms florida - FloweringDogwood K., COVERED I lir ,�p O o TREES MAY BE PLANTED IN SOD LAWN WA 9 3 2" Caliper S. O PORCH . o O 6.OR PLANTING EACH REQUIREDDDECIDUOUS TREE SHALL ,�, (small to medium flowering frees) HAVE A IMUM I(! Cupressus nootkatensis - +� 1�• o WITHIN SIXI�NCHESOOF GROUNDI ATE TIME ),..1----- Weeping Alaska Cedar 3 2 Caliper • �Q� - —r OF PLANTING. IK---__ ; ::. (small to medium evergreen tree) o 7. EACH REQUIRED EVERGREEN TREE SHALL Fraxinus0 ( Latifolias - Oregon Ash GEOP� HAVE A MINIMUM HEIGHT OF EIGHT FEET 1 2 Caliper OP�G� AT THE TIME OF PLANTING. (medium sized tree) • J0- two a 8. PLANTING BEDS SHALL INCLUDE A MIX P48t * G P- ! OF SHRUBS AND SHALLI GROUNDCOVER. OS Acer circinatum - Vine Maple 3 1" Caliper • G�K� G�V' ok e LOT, 18 9. EACH REQUIRED SHRUB SHALL BE (medium deciduous tree) P - GARAGE vG o ��� Q �, * 2-GALLON. 10. EACH REQUIRED GROUNDCOVER SHALL Magnolia stellata - Royal Star Magnolia • Km ' BE 1-GALLON(small deciduous tree) Caliper 0 11. THE MINIMUM LANDSCAPED AREA IS 35 I ` 7. x OF THE LOT. LANDSCAPED AREA MAY Euonymus edius - Burning bush ���� <% 'IS `__ O INCLUDE XERISCAPE ELEMENTS. • (medium shrub) 19 2 Gallon I . ��rl'�_ lik;;. • Ribes Sanuineum - Red-flowering Currant =ir. '�t' - . 4' (small shrub) 8 1 Gallon 'x `: G VT- 46-:. / O G • Vaccinium ovatum - Evergreen Huckleberry • �JV 0 0 x` ik G0� i. o 0 (evergreen shrub) 15 1 Gallon * y y LOT 17 O �vV W W W W FF MAIN: 320.00 = * O at Polystichum munitum - Sword Ferns w ` . �4 * FF UL: 330.00 ����.. (small shrub) 72 4" Pots w F• W W ��P SFR(P) QV" is_ O W * 4, W * * - Q C9 Z Y * W * •, * JL ' Kinnickinnick 60 4" Pots Y2 z• * 4. * " * * (small groundcover) w _• G��g�� EASTERLY G\G 10'SIDE BUILDING • &w e r I o SETBACK LINE 0 �P a t [. il — — — � ��_ o H GRAPHIC SALE- 14 ± CD O 0 6 12 * 1 co Lij op) izo• - 1/2" DIA. RUBBER HOSE ••• w --I ( IN FEET '4 BAR, 3 PER TREE (TYP) • - El _ cot Horiz. Scale: I Inch = 6 Feet PLAN VIEW I I ('QP o 12 GA. WIRE, TWIST TO TIGHTEN 1 W W •Y z i PULL BURLAP OFF — _ .. — ..— �.. — ---- • W : -r- _.—. i _�._ . . . _ __ .. _.. ......... . ... _._... _......... ...__ ... ORCHARDS PUD +1 I TOP 1/3 OF ROOT WESTERLY W W __ — _ THE NOTES D N BALL • W y - W W W y W * * O ROSARIO (CO-2) I 2" DEPTH MULCH AS SPECIFIED S SIDE W ,� SETBACK LINE * . W y�y W W SOUTHERLY LANDSCAPE RETAINING W W W y PLANT TREES 1 FT.CH HIGHER THAN 3 WATER BASIN W W W 4, W G 3-CAR GARAGE LEFT DEPTH AT WHICH GROWN IN • 20'REAR BUILDING WALL, HEIGHT VARIES 2' W . \1S •y y �PFL NURSERY. �'-\ _ ,. �_ - a Jr .,. W M �J)` SETBACK LINE TO 4',NOT TO EXCEED 4'. Ill G� G� O — AVOID DAMAGE TO ROOTS. VARIES _ I�6^ � - - .I! W W W . +' + +� +' + `�' �J AVOID ROOTBALL WHEN / PLACING STAKES. .'.'' �''.` W o o W o=; y -/ /--4, ' lI TOPSOIL PERS HE EON. Jr . W 'tar " LANDSCAPE PLAN t rjr- "e ``,. SPECIFICATIONS R � �I� SEE NOTES FOR PLANTING " r IN PUBLIC RIGHT OF WAY. 4- 4- - 4-_::: 4 LOT 17 - P124000 RECOMPACTED B/O-BARRIER ALL SIDES • G�OP� R t;:; ..• ;::•. O NATIVE SOIL FOR SIDEWALK sr �9- 4- FILE 1911 ORCHARD PLACE 12 BREAK SIDES AND BOTTOM OF PROTECTION FROM ROOTS. MJ\,G � � � �'�pSiG,r ITO ,� �pP� Pam••• �- �- PLANTING PIT TO ALLOW FOR �,��- o o G��� C ♦ ; f G�° GN •• �� o 0 0 a E COFYANACORTES WA ROOT PENETRATION. I G�` t ' _ ;�r .•TREE STAKING DETAIL o it ,h�NO SCALE • ` e '• N S I, 0 jn13 r. r ri v>r, c r o JOB NO: THE ORCHARDS PUD LEGAL DESCRIPTION: N Ij NO TE: r'ITY OF ANACORTE�- M19 DESIGNED: LG LOT 17, THE PLAT OF THE ORCHARDS PUD, AS RECORDED DRAWN: UNDER AUDITOR'S FILE NUMBER 200601190126, RECORDS OF SKAGIT COUNTY, WASHINGTON, BEING A PORTION OF THE TRACT "C'" NGPE THIS PLAN IS FOR HOUSE LOCATION DATE: 10/31/2019 SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION ONLY. SEE BUILDING PLANS FOR 25, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., CITY OF WINDOW, DOORBAND INTERIORPLANS DETAILS. SHEET 1 of 1 ANACORTES, SKAGIT COUNTY, STATE OF WASHINGTON, nob es SEE FOUNDATION PLAN FOR GRADE NOTE: immee JOIST SIZE AND LOCATION SIDING PER ELEVATION �� SLOPE GRADE AWAY FROM BUILDING AT 6 INCHES IN THE FIRST 10 FEET. INIS 3/4"T&G SHEATHING-GLUE& I CONT.RIM 3/4"T&G SHEATHING GLUE 1/2"GWB AT SIDE YARDS SLOPE AT 5%TO DRAIN OR SWALE THAT DIVERTS WATER. at NAIL TO SUPPORTING MEMBERS &NAIL TO SUPPORT MEMBERS 2X6 SILL 1/2"GWB -- 2X6 PT SILL P.T.2X MUD SILL BLOCK OUT GARAGE SLAB TO 2X6 BOTTOM PLATE 1 1/2"EXPANSION BOARD LANDED GENTRY \i, \? l S 1 ? S ? SS / I BACK OF FOUNDATION WALLS AT l// 1/2"X10' MIN. •NCHOR BOLTS, EMBEDED 7"INTO 4'CONCRETE SLAB ON 2" SIDES FULL WIDTH OF GARAGE S • A • oc, GRAVEL BED 2X6 STUD WALL P.T.2X SILL CONT.\ 1/2"AND 12"FROM BOARD ENDS WITH 3"X 3"X SLOPEwimaszat DOOR SO DRIVEWAY SLAB CAN V� HOMES AND COMMUNITIES \ 1/4"THICK WASHERS. MIN.(2)A.B.'S PER 1 or..-al. RUN INTO SPACE i,it 1/2"EXPASION BOARD o _ , F 1 4"CONCRETE SLAB ON 2" REVISIONS BY: \ BOARD[R403.1.6.1] !!! SLOPE GARAGE SLAB �� GRAVEL BED (1)#4 BAR CONT.AT TOP 12" �� v> 8"MIN/12"W/FOUND. CONTINUOUS FOR POSITIVE •VENTS !L! !I? = 'i'iiEiiinI_ II— ,II! DRAINAGE AWAY FROM ; 4►' A 12 - IS - 11 JR 6"WIDE CONC.STEM WALL > I I 2% SLOPE STRUCTURE Z UP TO 4'-6"HIGH: • GRADE i- FINAL GRADE W/#4 BARS 48"o/c HORIZ.& " . —\ - - - - - - - - SEE GRADE _I �1 III_ _i 444,,, ,ii I I I- #4 BARS @ 48"o/c VERT. RIGID TIGHTLINE _ _— i";;ss;_;:"s: a::9 V _ kr 2 DOWNSPOUT DRAIN, 6 MIL BLACK VAPOR NOTE: DETAIL IS DRAWN @ HIGH _ _ NOTE 1/2"X 10"ANCHOR BOLT `' IF. BARRIER POINT OF SLAB TI I I—III-I I I—III _ ,- g BELOW �� .� I I —� SEE DETAIL 1 TIE TO STORM SEWER 1 p _ I I�I I I—III— I —III III I I I I i I FILL TO BE GRANULAR MATERIAL ro _a�� i I_ FILL TO BE GRANULAR I _ __ J•., I I FILTER FABRIC 0 JJ I-� =- CTED TO 95/o —"—a • . a - Q SEEDETAIL1 FOR Mitt:r.Sr ,:•. ""V MATERIAL COMPACTED TO95% 6 MIL BLACK VAPOR =o , 4"RIGID PERF.FOOTING • r'r • r:' • SEE •DETAIL 1 FOR SEE DETAIL 1 FOR 0o DRAIN,W/12"MIN OF FOUNDATION CALL-OUTS FOUNDATION CALL-OUTS \ r .rrr�� BARRIER \ �� 111. FOUNDATION CALL-OUTS \ be DRAIN ROCK COVER,TIE �ta%___ � I TO STORM SEWER •" • 16"WIDE X 8"DEEP CONC FOOTING W/(1)#4 BARS I - 3"CLEAR TYP. CONT. 5" I 6" 5" GARAGE O. H . DOOR GARAGE WALL Y NOTE: DETAIL IS DRAWN FOUNDATION DETAIL WHEN 3/4" = 1'-0" 0 AT HIGH POINT OF THE (2) GARAGE/RESIDENCE 3/4" = 1' 0" PERPENDICULAR FLOOR JOISTS 3/4" = 1' 0" 4 3/4" = 1'-0" SLAB 0 JOISTS BEAR O N FOUNDATION 2X WALL STUDS BLOCK OUT FOR W/H PIPING 2X PT SILL-MODIFY TO FULL FOUNDATION STEM ` II 3/4"PLYWOOD SHEATHING SEE FOUNDATION PLAN FOR WALL THICKNESS �� ' JOIST SIZE AND LOCATION I 3/4"T&G SHEATHING-GLUE& 1/2"X10"(MIN.)ANCHOR BOLTS, EMBEDED 7"INTO II ' 2X6 SILL PLATE NAIL TO SUPPORTING MEMBERS •• ' ' : - • -: o c, • ` • c '' - ' ri �" R-30 INSULATION 1/2"AND 12"FROM BOARD ENDS WITH 3"X 3"X FLOOR JOISTS(SEE PLAN) FLOOR SHEATHING (1)#4 BAR CONT.AT TOP 1/4"THICK WASHERS. MIN.(2)A.B.'S PER - 4"x8"#2 H/F BEAM / 0-3°\ \ BOARD R403.1.6.1 ' 1X4 STRAPING EA.SIDE SEE FOUNDATION PLAN FOR Sil 2X SOLE PLATE \ S iS [ ] JOIST SIZE AND LOCATION 14X4 POST 4"x8"#2 HEM/FIR BEAMC /U\ ` _ _— GRADE BASE WITH COMP. —mow S JO SIMPSON CS16 4"x4"#2 D/F POST @ 5'-0"o.c. `2N E \ 4"RIGID TIGHTLINE ROOF SHINGLE TAB. PERPENDICULAR JOIST BLOCK OUT FOR •- • 1111 w/4-16d NAILS @ BASE > HOT-DIPPED GALV. _I DOWNSPOUT DRAIN, z APPLICATION: FLOOR FAU DUCTS `� FOUNDATION STEM WALL TOP FLANGE HANGER o ' _Ili z TIE TO STORM SEWER N L• ST12 BASE WITH COMP. JOIST BEYOND W/TOP •-\ 6"WIDE CONC. STEM WALL- o"<. I IROOF SHINGLE TAB. FLANGE HANGER- z �c FILTER FABRIC TO MAX HGT OF 4'-6"HIGH: 53 a'— \ 1/2"ANCHOR BOLT @6'-0"c.c. PROVIDE 2X6 P.T. \ WMW BARS 48"o/c HORIZ.& 4"RIGID PERF.FOOTING • \ w/NUT AND 3"x3"x1/4"WASHER BLOCK UNDER HANGER 4 FOOTING - #4 BARS @ 48"o/c VERT. } DRAIN,W/12-MIN OF 16" 8" PARALLEL JOIST APPLICATION: �: o io 1 #4 BARS HORZ. (TYPICAL) / / "MAX (NOT SHOWN) 6 MIL BLACK VAPOR DRAIN ROCK COVER,TIE �\ \ \ / / SPACE FIRST FLOOR JOIST MIN 12"OFF \ BARRIER " TO STORM SEWER a I PARALLEL FOUNDATION WALL. 12"WIDE X 6"DEEP CONC 3"CLEAR I PER PLAN CONCRETE SLAB NOT SHOWN FOR DETAIL CLARITY FOOTING W/(1)#4 BARS I PER PLAN 2#4 EACH WAY XXX CONT. 5" 6" 5• / / / TYPICAL FOOTING CONT. FOOTING DETAIL (8) UTILITY BLOCK OUT FOUNDATION DETAIL WHEN 3/4" = l'-0" (6) 3/4" = 1'-0" O 3/4" = 1'-0" GARAGE (TYPICAL)SIDE ELEVATION NOTE. DOES NOT APPLY IF JOISTS C5-) JOISTS DROPPED DOWN BEAR ONFNDNWALL. OVER CONCRETE OR MASONRY BLOCK FOUNDATION PANEL LENGTH PER TABLE R602.10.3.2 / EXTENT OF HEADER(TWO BRACED WALL SEGMENTS) / / o 0 0 o 0 0 ABU66 MIN. 1000 LB TENSION STRAPI. p n EXTENT OF HEADER(ONE BRACED WALL SEGMENT) I STRAP SHALL BE CENTERED AT / BOTTOM OF HEADER. ji o o / o 0 0 0 0 o 0 0 0 0 0 // 'I 0 0 0 0 0 q p o 0 0 0 0 _ 0 0 0 ° 3 a 0 O O O O ON o = 0 0 \ WALL0 c o0 0 0 0 HEIGHTI GRADEEl GRADE ° ° 00 0 0 0 0 0 0 -' ° ° ° ° O FOR PANEL SPLICE(IF O O O O O _ 0 0 0 0 0 0 o 0 0 o a a o 0 0 0 o MIN.3/8"(10 MM) o ° NEEDED ADJOINING MIN.3"X 11-1/4"NET HEADER SHEATHING FILLER IF NEEDED WOOD STRUCTURAL ) 0 0 0 0 a ° ° ° ° ° ° : 1- PANEL EDGES SHALL qrill PANEL SHEATHING ON o 0 0 o o� 0 0 o c o 0 0 0 o ONE FACE MEET OVER AND BE \ o o d o 0 0 0 0 0 0 0 00 FASTENED TO COMMON 8" 00 0 o HEADER SHALL BE FASTENED TO THE KING c 0 0 0 \ =U' o o FRAMING ER P 16"x 16"x 8"CONC.FTG. STUD WITH 6-16D SINKER NAILS TOP PLATE CONTINUITY IS w 0 0 ° c o 0 0 16D SINKER NAILS IN 2 I 8D COMMON OR W/(2)#4 REBAR EA.WAY REQUIRED PER R602.3.2 0 0 °° FASTEN SHEATHING TO HEADER WITH 8D COMMON NAILS IN c 0 0 o ROWS @ 3"O.C. o o GALV.BOX NAILS @ 6"O.C. 12' o o 0 c 3-IN.GRID PATTERN AS SHOWN AND 3 IN.O.C. IN ALL FRAMING 0 0 0 o MINIMUM 2X4 AT PANEL EDGES FOR COLUMN DETAIL MAX. (STUDS AND SILLS)TYP. a o °o p FRAMING, MINIMUM o o SINGLE STORY AND AT 4" TOTAL °O ° 0.C.PANEL EDGES FOR WALL oo c° CO 00 U DOUBLE STUDS 9 o HEIGHT o 0 0 0 0 0 0 0 REQUIRED \ 0 o THE FIRST OF 2 STORIES 3/4" = 1 0 0 0 0 0 0 0 0 0 8D COMMON OR GALV. WOOD STRUCTURAL PANEL MUST o o BOX NAILS @ 12"O.C.AT 0 0 0 o MINIMUM 1000 LB HEADER-TO-JACK-STUD STRAP o 0 0 o BE CONTINUOUS FROM TOP OF STUDS UNDER 0 0 0 o SHALL BE CENTERED AT BOTTOM OF HEADER AND o 0 0 0 WALL TO BOTTOM OF WALL,OR HEADER AS INTERIOR SUPPORTS 0 0 0 o INSTALLED ON BACKSIDE AS SHOWN ON SIDE 0 0 0 0 FROM TOP OF WALL TO REQUIRED o ELEVATION // o 0 0 o PERMITTED SPLICE AREA 0 0 c o + o (2)1/2"DIAMETER 0 o 0 00 00 °O o 0 0 0o ANCHOR BOLTS PER 10' o 0 0 0 0 0 0 0 0 0 0 0 FIGURE R403.1.1, SHEATHING 1/2"OR 7/16" MAX. 0 0 0 o FOR A PANEL SPLICE(IF NEEDED), PANEL EDGES SHALL OCCUR OVER AND BE + o o LOCATED BETWEEN 6 SIDING SEE ELEVATIONS HEIGHT NAILED TO COMMON BLOCKING AND OCCUR WITHIN THE MIDDLE 24 IN.OF WALL o 0 0 o HOLD-DOWN OR STRAP-TYPE AND 12 INCHES OF EACH 0 0 0 0 HEIGHT.ONE ROW OF 3 IN.O.C.NAILING IS REQUIRED AT EACH PANEL EDGE. °° °° + END OF THE SEGMENT —'I GALVANIZED FLASHING o 0 0 0 00 Do ANCHOR PER TABLE R602.10.6.1. (BOTH SHOWN FOR �� o° 0 o/ 2'TO 18'(FINISHED WIDTH) / o 0 0 o CLARITY.)STRAP-TYPE + + 111111.011 o 0 0 0 0° 0 0 ANCHORS SHALL BE MINIMUM REINFORCING OF ROSARIO �� MIN.LENGTH BASED ON 6:1 HEIGHT-TO-WIDTH RATIO.FOR o o 0 0 PERMITTED TO BE ATTACHED + FOUNDATION,ONE#4 BAR SIMPSON HANGER TYPICAL o o °° EXAMPLE: 16 IN. MIN. FOR 8 FT. HEIGHT. TOP AND BOTTOM OF c BRACED WALL LIN o 0 0 o OVER THE WOOD STRUCTURAL �° °� WITH CONTINUOUS PANEL. Ar FOOTING.REINFORCING .�.I ' ,�,,�� PROVIDE HOLD DOWN TENSION FULL-LENGTH KING STUDS liWc- ] '����� ate■ DEVICE PER R507.2.4&FIGURE °° 0 o MIN. NUMBER OF STUDS SHOWN o 0 0 0 + ���������������� IIIII I'�� R507.2.3(1)NOT LESS THAN(2) SHEATHING SHALL BE LAPPED 15 INCHES. :III LOCATIONS PER DECK,WITHIN o 0 0 0 / o 0 0 0 / 2'-0"FROM EA.END OF DECK. 0 0 0 0 NO.OF JACK STUDS PEN aril STRESS CAPACITY HAVE 1,500# FULL-LENGTH KING STUD TABLE R502.5(1&2) o O o o FOUNDATION DETAILS ATTACH LEDGER TO END JST. MIN.STRESS CAPACITY °° YO 0 0 0 0 MIN.THICKNESS WOOD W/1/2"DIA.LAG SCREWS @ 23" H GRADESTRUCTURAL PANEL O.C. (2 ROWS STAGGERED)& 0713 y °° 0 0 0 0 1/2"(MAX.)SHTG. SEE R507.2 _I ' / / 0 ° 0 0 ? 0 1 0 0 0 0 1` 0 7 R SHEATHING &TABLES R507.2&R507.2.1 & IIII— P.T. JOIST SEE FRAMING PLAN J L FIGURES R507.2.1(1)&R507.2.1(2) • [f�I 1 / JOB No.: ROSARIO / \ [[�` �� • DESIGNED: LG laill:2 SIDE ELEVATION • �: 2 ANCHOR BOLTS PER R403.1.6 REQUIRED FOUNDATION PER CODE MINIMUM FOOTING SIZE UNDER OPENING IS 12"X 12".A TURNED-DOWN DRAWN: JR SLAB SHALL BE PERMITTED AT DOOR DATE: 10/25/2017 OPENINGS. REINFORCING SHALL BE AS i DECK LEDGER DETAIL CONTINUOUS SHEETED PORTAL FRAME SHOWN ABOVE. SHEET 3/4" = 1'-0" m 1/2" = 1'-0" 12ALTERNATE BRACED WALL PANEL A-2 . 2 1/2" '-0" FLOOR PLAN NOTES : 1. ALL DIMENSIONS ARE TO FACE OF STUD WALL UNLESS NOTED OTHERWISE. 29, TO COMPLY W/ 2015 WSEC SECTION R406.2, THIS HOUSE (3,041 SQ. FT.) IS IIII VERIFY DIMENSIONS SHOWN ON PLANS. DO NOT SCALE OFF DRAWINGS. WILL Neer) 3.5 ENERGY CREDITS. TO ACHIEVE THIS, THE FOLLOWING / 40'-0" / OPTIONS HAVE BE SELECTED FROM TABLE 406.2: " " " INIS 2. FRAME MAIN FLOOR EXTERIOR WALLS W/ 104 5/8 2x6 STUDS • 16" O.G. OPT. la (.5 CREDITS): EFFICIENT BUILDING ENVELOPE SEE NOTE *15 / 10-5 " / 5-IIlt / 5-0 / IS-1 / MS TYPICAL. FOR INSULATION VALUES. OPT. 3a (I.0 CREDITS): HIGH EFFICIENCY HVAC EQUIPMENT. USE GAS / 5'-5�i" / 5'-0" / 3'-519" / 2'-6" / / 2'-6" / 10'-11*s" / 5'-1114" / 3. FRAME MAIN FLOOR INTERIOR WALLS WI 104 5/8" 2x4 STUDS • 16" O.G. W/ FIRED FURNACE WI MIN. AFUE OF 94%. USE CHAMPION GAS FURNACE LANDED GENTRY I/2" GYPSUM WALLBOARD BOTH SIDES TYPICAL. (OR EQ. - VERIFY W/ BLDR.) W/ 95.5% AFUE / 28'-0" / 12'-0" / OPT, 5a (.5 CREDITS): EFFICIENT WATER HEATING. ALL SHOWER HEADS t 4. FRAME UPPER FLOOR EXTERIOR WALLS W/ 92 5/8" 2x6 STUDS • 16" O.C. KITCHEN SINK FAUCETS SHALL BE RATED AT 1.15 GPM OR LESS. ALL OTHER 24:i' II'-6l6" r.• P.T. 6x6 POST, HOMES AND COMMUNITIES TYPICAL. LAVATORY FAUCETS SHALL BE RATED • 1.0 GPM OR LESS. 2 TYPICAL APT. 5c (1,5 CREDITS): EFFICIENT WATER HEATING. WATER HEATING SYSTEM 5. FRAME UPPER FLOOR INTERIOR WALLS W/ 92 5/8" 2x4 STUDS • 16" O.G. W/ SHALL INCLUDE GAS WATER HEATER WI A MIN. EF OF 0.91. USE NAVEN *Ta REVISIONS BY: 1/2" GYPSUM WALLBOARD BOTH SIDES TYPICAL. NPE-18OA (OR EQ. - VERIFY W/ BLDR.). UNIFORM ENERGY FACTOR OF .96, - RECOVERY IENC F 99%. . - HF*2 - A 12 - IS - Il JR 6. FRAME GARAGE WALLS WI 2x6 STUDS • 16" O.G. (VERIFY HEIGHT OF 1 I WALL ON-SITE PER AS-BUILT FOUNDATION) . WHERE TOP OF SILL IN AN OPERABLE WINDOW OPENING 18 LOCATED LESS 1 I THAN 24" ABOVE THE FINISHED FLOOR AND GREATER THAN 12" ABOVE T 8 - 23 - 19 JR 1. PLUMBING WALLS TO BE FRAMED W/ 2x6 STUDS • 16" O.C. SEE PLANS FINISHED GRADE OR SURFACE BELOW, THE OPERABLE WINDOW MUST HAVE i 1PATIO -FOR LOCATIONS (VERIFY JOIST PLACEMENT ABOVE AND BELOW FOR A WINDOW OPNG. CONTROL DEVICE THAT DOES NOT ALLOW A 4" SPHERE I'---- 7 1 12' " x 8'-0" sa 100 CLEARANCE) TO PASS THROUGH AT ITS LARGEST OPENED POSITION (SEE IRC R312.2) f I (OPT.-000VERED) 1 ?� I I r 8. ANGLED WALLS TO BE 45 DEGREES TYPICAL UNLESS NOTED OTHERWISE QI I I 60610 SGO (TEMP.) 9. DIMENSIONAL LUMBER TO BE HEM-FIR *2 TYPICAL UNLESS NOTED 5050 XO 1 F'W I 80 L W/ OPT. 6010 I OTHERWISE (SEE NOTE *16) 3050 SH W 3050 SH I . �8811501 8 ._ 10, UNLESS NOTED OTHERWISE USE 4x6 HF*2 HEADER IN 2x6 EXTERIOR WALLS 4x10 HF*2 • Cl 4x6 HF*2 / 4x8 HP*2 a GI4x8 HF*2 CI ABOVE DOORS AND WINDOWS W/ R-IO (MIN.) INSULATION. USE 4x6 HF*2 IL.3// © 1,114 =iga HEADER IN 2x4 EXTERIOR WALLS (IF APPLICABLE) ABOVE DOORS AND 4x6 HF*2 A C2, C3 4x6 HF*2 ® C2, G3 1 1u_ 4x6 HF*2 e G2, G3 19 WINDOWS U.N.O. BEAMS AND NDRB. TO HAVE I I/2" MINIMUM BEARING I'IQ V _ i+1 TYPICAL U.N.O. (BEAMS SHOWN ARE MINIMUM REQUIRED OR BETTER i SIZE AND GRADE MAY BE INCREASED PER BUILDERS DISCRETION) GAS FIREPLACE Ile Z - \ W/ FLUSH HEARTH 4 .' V 13 .r_�j ,- MANT 48" ABOVE I'I`v o u le 0. = II. VERIFY PLACEMENT OF 4x6 POST IN STUD WALL BELOW ENDS OF = I I II� NOOK _ M O GIRDER TRUSS ABOVE WI ROOF FRAMING PLAN ON SHEET A4.1 ,� STUDY/GUEST -, 10"-0" x 13'-0" 61 - 1'1 11'-0" x 10.-9" &D t z 0 \ 12. PROVIDE 2x6 BACKING IN ALL BATHROOM WALLS FOR TOWEL BARS, 6l = I I^ x x �q� r TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC. BETWEEN STUDS. ' LIVING III X `r ,x 0 "t COORDINATE WI BUILDER/O. NER FOR LOCATIONS ' " " = 02 \\\\`-"-' III 16 4 x 18'-3 I.I� 3. INSTALL I/2" HIGH-DENSITY GYPSUM WALLBOARD AT GARAGE/HOUSE l-11f1 3 n cA 1 1� n \ WALL AND GARAGE BEARING WALLS, 4 5/8" TYPE-X GWB • GARAGE 1 " x 4 1Z I'S `- CEILING TYPICAL. WHERE LIVING SPACE ABOVE GARAGE OCCURS, / IX I II-9 ATTACH GYP. BD. AT CEILING WI SCREWS • 6" O.C. IN FIELD AND ON STUD WALL BELOW ICI EDGES TYPICAL 60" BY-PASS 34 1/2" HIGH 2x4 I I x = = = } \- *1 \ ' 4x10 HF*2 (2x1O MIN.) 14. INSTALL 20-MINUTE RATED DOOR •>S ' c Y W/ SELF-0L•= 'G HARDWARE 3 _ OPT. CLOSET I I °� \HANG JOISTS 1 I 15. REQUIRED STAIR RAILINGS TO COMPLY WITH IRC SECTION 312. DECK RAILINGS N LL SH. E ROD 111 KITCHEN N 4x4 POST TO COMPLY IF DECK IS 30" OR MORE ABOVE FINISH GRADE (VERIFY ONSITE). \ \ } H _ II'-0" x 14'-6° I '�'+ SIMPSON HU410 1 1 O 0�^1 in 2'-8 L 5'-O ° t BEAM TO BEAM ': 1�1 16. EGRESS WINDOW DIMENSIONS, CLEAR OPENING AND SILL HEIGHT TOv W T I Q '1 ii �� i� t- I I '� ' COMPLY W/ IRC SECTION 310.1 (VERIFY W/ WINDOW SUPPLIER AND/OR K1 ���lll Jr 4'-1 3-0l'4 8-2 - I 1 y I _ MANUFACTURER) "Y N O HALF WALL WI HDWD. CAE( (� IY1i 6j3 al Q Q Qa 11. COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE ENERGY CODE 4 _ In w BATH . -\� I 4x10 HF*2 (2x10 MIN.) \ 1i I QII - r IRC CHAPTER 11 IS AS FOLLOWS: N1 \ Q id" \ I� (FLUSH W/ JOISTS) I I Q a O 1OSLAB: R-10 RIGID • PERIM=ItK t UNDER ENTIRE SLAB T N ,X SIMPSON • -�- _ - - -�- -- \ \ 2�4x6 POST W/ 0. U I (IF APPLICABLE) 1O'-0n _ y -�t ACE4 'THER (2) SII"PSON X OI I SIMPSON ECCQ66 FLOOR: R-38SIDE OF 0 " /" POST 4x LSTAI6 (1 E• 0.'I w a '1 si RI I (OR EQ.) WALLS: R-21 (R-10 MIN. • HEADERS, TYP.) i O 6�x/sb -- - Q INT. BSMT, WALLS: R-21 (IF APPLICABLE) 1 Pw Y `" g UPI EQ. ERIS -S SIDE) I p. : 1 Q VEXT. * I a 2-8 �I I IS x24 CRAWLSPACE FLAT CEILING: R-49 (R-38 IF INSUL. DEPTH IS MAINTAINED TO W CSE: NOTE 15) d Iin OUTSIDE FACE OF EXT. WALL) \ \ \ Ni- VAULTED CEILING: R-38 \ OI I ACCESS I Q DOORS: U•,200 MAX. (ONE DOOR UP TO 24 B.F. EXEMPT) - - - - - _ - - - 1 - OPT. ARCH WINDOWS: U•.280 MAX. II I HWT 5'$15" �, 15'-31•g" ..:. REG. © 'V' GLAZING: 406.5 S.F. • 13,1% OF FLOOR AREA - - ` - \ x • SKYLIGHTS: U•.500 MAX, 80 L ,I I z PLATFORM IS" SEE NOTE *13 LL 3 �' �,l \ \ W/ ILDER FORCED AIR (VERIFY BUILDER)FURNACE TYPE: NATURAL GAS OR ED ' �1 1 V * ABV. CONC. SLAB REFER TO 2015 WSEC CHAPTER 4 4 IRC CHAPTER II FOR VERIFICATION OF 'Q ni Z \ PANTRY THESE VALUES 3 I I& 0. .� Iit_ 3' , (SEE NOTE *21) X - O b� OPT. BUILT-INS \ OPT. II IL \ `l 0 _ SHELVES IS. MINIMUM REQUIREMENT FOR ATTIC VENTILATION IS AS FOLLOWS PULL DN. 'I I Z Q Q x BOLLARD (CALCULATED • 1/300th OF ATTIC AREA): `t I I `i ~`"� STAIR I lit F 6 _ 6' 61'1" 4'-IOl's" l' l" COASTAL I ATTIC ACCESS ,I 10. Q 111 `=' `=' SEE NOTE *14- A MIN. REQ'D: 930.42 SQ. IN, II IF ft x - ACTUAL PROVIDED: 1,105.60 SQ. IN. - I\ /I I Id NIS- VENTED BLKG.: 301.60 SQ, IN. (32 s 9.425 SQ. IN. EACH) I \ / 1 '1 1� Q/ `r Q RIDGE VENT: 804.00 SQ. IN. (61 L/F a 12 SQ. IN. PLF) I \/ I 1 I� U- O COASTAL 2 /\ II 1 \ Q 0 MIN. REQ'D: 930.42 SQ. IN. 1 / \ I ' 6X6 ACTUAL PROVIDED: 1,301,94 SQ. IN, 3 1/ \I I I POST - } Q ' VENTED BLKG.: 144.588Q. IN. (16 • 9.425 SQ. IN. EACH) ' LL 3 " - - ' E W dl �, _ 5 1/8x2I GL.B 24F-V4 DF/DF v Y , RIDGE VENT: 268.00 SQ. IN. (19 LJF • 12 SQ. IN. PLF) 19 SIMPSON OFFSET �� - - \ - - - - - - - - - - - - - - - - - - - - - - - - = �p n `�' U FLEX ROOM 1- ROOF JACK: 269.36 SQ. IN. (2 • 38.48 SQ. IN. EA.) v = GLTS (OR EQ.) �• SIMPSON _ m 0 wI - i' J 0. 11'-8" x 14'-O" COASTAL 3 ,� 3 CAR GARAGE ' ECCQ66 Q _ 0 _ MIN. REQ'D: 930.42 SQ. IN. ' 1 I Mt i 2 CAR GARAGE n 4 ACTUAL PROVIDED: 1,040.40 SQ. IN. - 10'-0" x 211-6" II IQ� Q (OR EQ.) r m 20'-1" x 23'$" ENTRY \ VENTED BLKG.: 452.40 SQ. IN. (48 s 9.425 SQ. IN. EACH) " in N is 'I IUl RIDGE VENT: 588 SQ. IN. (49 L/F • 12 SQ. IN. PLF) I N. ' I 11 I� a - - \ O OPTIONAL PATIO ROOF ADD: N • ':! ~ 1 \ i I I I� ZQ O O MIN. REGD.: 46.08 SQ. IN N i I ' Z '` ACTUAL PROVIDED: 164.55 SQ. IN. 1 I% f 1- - - I - `t an VENTED BLKG.: 56.55 SO. IN. (6 s 9.425 SQ. IN. EA) \ / III IQ- QIll - Q X I Q Q - 1 m VENT-A-FLASH: 108.00 SQ. IN. (12 L/F • 9 SQ. IN. EA.) I I LL I / 4X6 HF*2 4X6 HF*2 4x6 HF 2 OPTIONAL 3-CAR GARAGE: I • N I 11 14 MIN. REQ'D.: 101.80 SQ, IN. 1 I ,I i� A 1 \ / 1 x�4: ACTUAL PROVIDED: CI i C3: 214.25 SQ. IN.: C2: 256.04 SQ. IN. I I (1 I I - Of VENTED BLKG.: CI 4 C3: 94.25 SQ. IN. (10 • 9.425 SQ. IN. EA.) jt'XIO HF*2 ® CI d aA, - \ \ \ LL 7 -(1 �D- _ - - - - � C2: 119,08 SQ. IN, 119 (19 L/F • 12 SQ. IN, EA.) 4X8 HF*2 6 C2 I _ KS 0 F 2© - RIDGE: CI 4 C3: 120,00 SO. IN. (10 • 12 SQ. IN, EA.) \ - 80 LI ROOF JACK: C2: 16.96 SQ. IN. (2 • 38.48 SQ. IN. EA.) = AUW 8'-0" x l'-0" OVERHEAD 5 1/Sx21 GLB 24F-V4 DF/DF a �� © PORCH m ' GARAGE DOOR a 5 1/8xi6 I/2 GLIB 24F-V4 DF/DF e C2 < C3 .4 I4" CONG. SLABI i IS. SEE ELECTRICAL PLAN ON SHEET EI.I FOR LOCATION * SIZE OF N\ \ \ \ \ \ �"`T 16' " x 1'-0" OVERHEAD GARAGE DOOR I \ \ -0 EXHAUST FANS, LOCATIONS AND SIZES REQUIRED TO COMPLY W/ THE = St STATE OF WASHINGTON VENTILATION t AIR QUALITY CODE * IRC MI501.4 1'-51�" 8'-0" 615" Q Aw 6x10 HF*2 (COASTAL 3: CLEAR-SPAN1 = QARE AS FOLLOWS: / / // �n c, 6x10 HF*2 * 5 .1tax15 1(: GLB 24E-V 4yE42E2 _ - cel `l KITCHEN: 100 CFM RANGE HOOD IO'-0" \ - a 1 q - - � _ - I- - - - - - - - - - - F \ LAUNDRY: 50 CFM 80 CFM RECOMMENDED) / / BATHROOMS: 50 CFM (80 CFM RECOMMENDED) II D4 NOTE: ALL FANS ON 20-MINUTE TIMER TYPICAL. ELECTRICIAN TO r VERIFY INSTALLATION OF GPO OUTLETS IN ALL WET AREAS. VERIFY S-1 P.T.I 6x6 POST WRAPPED PER TYPES * LOCATIONS OF ALL ELECTRICAL FIXTURES W/ OWNER AND/OR 2%" 6'-10" 12'-2" 2�s° BUILDER. 3 TYP. (COASTAL 3: // // ADD 16" x 16" MASTIC-APPLIED BUILDER / 20'-61t" / IS'-5ks" / STONE VENEER COLUMN BELOW 20. INSULATE ALL ACCESS DOORS/HATCHES TO CRAWLSPACES/ATTICS 4 OMIT CENTER POST) TO THE EQUIVALENT RATING OF THE INSULATED FLOOR, WALL OR 3-CAR GARAGE R /� G E OPT I O* I / 3'-31�4" / 3'-644" / 4'-2" / 3'-136" / 4'-4�6" / CEILING THROUGH WHICH THEY PENETRATE f� �} OPTION RO SA R I O / 2' 6" / I6'-0" / 2' 6" / 6'-10" / 12'-2" / 21. MOUNT HWT ON PLATFORM 18" ABOVE GARAGE SLAB PER IRC SECTION M1301.3. SCALE: 1/4" ■ 1'-O" ADD 225 5Q, FT, STRAP HWT TO WALL PER IRC SECTION MI3O1.2. PROVIDE OVERFLOW PAN < / 21 -O" / 19'-0" / PIPING PER IRC CHAPTER 28. INSTALL T * P VALVE 4 PIPE TO EXTERIOR TERMINATION / 40'-0" / 22. WHOLE-HOUSE VENTILATION PER IRC MI5O1.3. WHOLE HOUSE FAN LOCATED IN LAUNDRY ROOM (VERIFY W/ BUILDER) MAIN FLOOR PLAN 23. DISAPPEARING STAIRS OR ATTIC ACCESS PANEL COVERED W/ 5/B" MAIN FLOO i FLAN NOTE: GWB AND PROVIDED W/ WEATHER STRIPPING GASKET SEE ENGINEERS NOTES 24. FIREPLACE TO BE SUPPLIED WITH OUTSIDE COMBUSTION AIR DUCT AT SCALE: 1/4" = 1'-O" 1,311 SQ. FT, AND DETAILS, SHT. S-1 LEAST 6 SQ. IN. AND PROVIDE READILY OPERABLE DAMPER. INSTALL JOB NO.: ROSARIO GAS FIREPLACE WI CLEARANCES AND COMBUSTION AIR PER MANUFACTURERS RECOMMENDATIONS AND PER CODE DESIGNED: LG 25. 12 - 16" FIBERGLASS FACED GUIS BACKER AT TUB/SHOWER SURROUND TOTAL: 3,115 B.F. GARAGE: 493 S.F. DRAWN: TP 26. PROVIDE MINIMUM OF 22" x 30" ATTIC ACCESS W/ MINIMUM OF 30" HEAD FRONT PORCH: 134 9,F, DATE: 11/02/2017 CLEARANCE, USE PLYWOOD DAMS TO CONTROL CEILING INSULATION REQUIRED BACK PATIO: 9�o S.F. SHEET 21. PROVIDE PARTICLE BOARD UNDERLAYMENT AT VINYL. COORDINATE THICKNESS W/ OTHER FLOOR FINISHES TO PROVIDE SMOOTH AND A 3 ■ LEVEL TRANSITIONS 28. USE PRIMER/SEALER ON GWB BEFORE AND AFTER TEXTURING s_ S SIMI. 4Mie MINS SIS LINE OF OPT. ROOF BELOW r -1 -0„ I I LANDED GENTRY 12'-1" , 2'-8" / 12'-3!*s" / I 12'-51�a,,/ HOMES AND COMMUNITIES / 61-64„ 61-0$+„ / / 6-0„ 6'-3ks„ / i 61-0„ 6,-51t„ / 1 / REVISIONS BY: 12 - 22 - I1 JR 5050 XO 5050 XO I 5050 XO (SEE NOTE *16, (SEE NOTE "16, I (SEE NOTE *16, 5 - 10 - 19 JR SHT. A3.1) 11:27© SHT. A3.1) I SHT. A3.1) \ \ 1 1 1 1 \ \ \ 8 - 23 - 19 JR 4x8 HF"2 I 4x8 I-IF"2 4x6 I-F"2 I (USE 5046 XO I IF OPT. PATIO v m I Q ROOF IS USED) in \ d 1 al BEDROOM *4 U I lulu- BEDROOM "3 . BEDROOM 02 14 12-1 x 12'-2 121-0 x 12-2 12'-0 x Il-5 '.t I / I1I-1 " 3'--Rt" 8'-8" " 3'-4" 9'-14s„ Il -lbg _ „ „ I 3'-9" 0 Y 4'-11�" 4'-sit" II 4-5 I 4'-SI�s / �n Q 'r l2" BY-PASS \ 12 BY-PASS \ \ `9 l2 BY-PASSIo ® r CL°� ET , SHELF SHELLF 4 ROD 01 U SHELF at RODaijr---11, >...� -_�:��_.:. O U O 2-ski v �_p „ „ „ 2.$ a' BATH 'D X m X N .0 ER \ 3-7lFi I, 8'-8 3'-lks 3-lus 1 r ' Q a 3'-lb5" 3'-p5" 2'- dui a =* „ „ T „ „ n „ �\-1 m O - 2 r I I" 19 I \ 2 U , 1 I y 4-1 1 8 81Fs4, in 6-2 4-8 -I �, 6-81*s / , y 42" HIGH WALL W/ NDWD. CAP m 2. sn = I 4 " WD. ?,1:62—%`:: z �p a ii Q/ I 22"x30" Il! • z _ ,? 0 W -9bi, / ATTIC -nMECH 71ry\ n`1 \ Z ' _ ON. I6 EQ. RISERS z zi D - I Q, R SHRS 7Y0.1 ACCESS v m O in 4._ it. S Ore "15) 6'-2 „ / in (SEE NOT I • / I / -= Q `- iv en 0 4 6.) •i 1 V01 r z '::� - ..�:� .> 11 r = - - �_. 11 —� �� GAS N En % O g' _' - 1 4 „ 42" HIGH WALL I = avt Q " 42" HIGH WALL _ 2'_g" ,I /_ \„ FURN F- x `' + Q a en W/ HDWD. CAP „ 0.143“ W/ HDWD. GAP + ' `m' ?6„ o�\— I `1 to « I O \� Q' i. SHEL1 t ROL3. -- g 8 Y 1 = 1 _ Q = - w in I i Q �- \ \ T �r1 \ Q z Fk2ENC4-I DOO� _ L BELOW) I I - - OI cA ion O I 1 Zv — 60" BY- ASS M1 H I O 1 - OPTIONAL BAR 3 i T 411 n 1 n 0 n I n 1 n u 3 LL I - — — at l'-10 I 2'-41a 3-11 5'-li19 16'-1 6'-lI. 41 4, 1l„ �2,-1 , 1 Q I T x I / - I / i WI „ „ „ LAUNDRY Q 1 m I -, ^_ 01 l-0bg Al 3-3bz 3-9 � 'U i O 1 LAUNDR C zl a X I ZI 11 QiI __ v.T.O. I I Z I O QIU \ \ -*IL ' _i' z1 p ' z1e7 O SHELF 4 ROD z1 _ O }iG 0 SHELF 4 ROD FAMILY 1.- 1. pl `t o : ��4 J I 01 v \ x0 I U 18" 8" x 15'-II" QI (kl X 7 �IU Q 01 O O -4 }I V I -' • Q I 0 4 I Q, I IL 1 Pi - r' `r I 7n I Q, I I pl cA Q - }1 0 I \ I 01 ' I ZI O 1 U I �O z l x LI 1 VAULT \ I Q O DI v o a -11 T MASTER BE ROOM .. 1 z vauL�rED CLOSET I" 1 o I 13' 4" x Iry-n" WALK-IN 1 w 1 o MASTER BEDROOM 1 i w .t 1 _CV CLOSET I Ns) „ „ I= I = 4x6 HF"2111 4x6 HF"2 4x6 HF"2 n I in I V 13'-4 il'-8 1 N I at N I ';) I te I 'nI R I 3060 SH 3060 SH W 60610 FRENCH \ \ \ I in I "' i I I o '" I (TEMP.) (TEMP.) DOOR (TEMP.) : = - L - - I I L 7 1 (SEE NOTE "16 4 "30, I Pu xI a+ Q 1 1 1 1 `� I 3 1= SHt. A3,U apl - .t 4x6 HF"2 4x6,I-IF"2 4x6 I.4F"2 4x6 HF"2 4x6 IHF"2 4x6 ,I-IF"2 4x6 HF"2 4x6 HF"2 © fl 6 x1 Si`9 r —_1 LI1 LI - I- \ \ \ ___ILi III �1 - I (3)3060 SH (TEMP.) 2020 PIC. _ (3)3060 5H (TEMP.) 2020 PIC. I's I \ \ I (SEE NOTE *16 4 *30, SHT. A3.1) (61-0" HDR. HGt.) Q m (SEE NOTE *16 4 *30, BHT. A3.1) 1 ill (6-0" HDR. HGT.) "ft BALCOCOVERNY I I `n 1-4 '1�x 19'-0" x 1'-0" na 3'-101t" 3'-4b4" 3'-4It" 3'-6" 3'-21t" 3'-a" w / / / / / / / 2•+" 19' O" 244:/ P.T. 6x6 POST / 14'-Il&" / 6'-10lt" / , 20'-61t" / 19'-5 t" WRAPPED / PER BUILDER, 21-D" 3'-IOb's 3-4st 3'-41*c 3-6 3'-21i 31-8 3-314 3'-41t 6-019 6'-334 2 TYPICAL 14'-11Fs" 6'-IOlt„ / / 21'-0" 19'-0" / / MASTER 'BEDROOM OPTION 40'-O" / SCALE: I/4" = 1' O" ROSARIO UPPER FLOOR PLAN SCALE: I/4" = I'-O" 1,804 SQ. FT. UPPER FLOOR PLAN - COASTAL 2 & 3 NOTE: SEE ENGINEERS NOTES AND DETAILS, SHT. S-I JOB NO.: ROSARIO DESIGNED: LG DRAWN: TP DATE: 11/03/2017 SHEET A- 3 . 2 a-a IlIMMII IS ER CONCRETE 0 ASO RY BLOCK FOUNDA ONal / EXTENT OF HEA R( BRACED WALL PANELS) / r WITH D BL PORTAL FRAMES / EXTENT OF HEADER(ONE BRACED WALL NEL) LANDED GENTRY WITH SINGLE PORTAL FRAME 0 0 0 c 0 a 1 0 0 0 0 0 0 // HOMES AND COMMUNITIES 0 0 0 0 o c c o 0 0 0 0 a 0 PONY ° a 0 ' MIN. 1000 LB TENSION STRAP '411— PER TABLE R602.10.6.4(ON REVISIONS BY: HEIGHTI °WALL 0 _I OPPOSITE SIDE OF SHEATHING) o ° ° c0000 12 - 22 - It JR 0 0 0 0 0 ° o 0 0 0 0 0 0 0 0 o c MIN.3"X 11-1/4"NET HEADER7 Jr co 0 0 0 0 -co—SHEATHING FILLER IF NEEDED 00 0 0 0 0 (STEEL HEADER PROHIBITED) c o 0 0 0 0 ° 0 0 0 0 i 0 0 0 0 0 0 00 0 0 0 0 qo 0 0 0 00 00 00 0 0 FASTEN SHEATHING TO HEADER WITH 8D COMMON OR c° 0 0i /�.c�i-ti J6,3 art_ o.yC.'� /n.(/r✓I GALVANIZED BOX NAILS IN 3"GRID PATTERN AS SHOWN FASTEN TOP PLATE TO °0 0 / 12 0 0 0 0 °° OF16D SINKER NAIL r S d ( wr�te^ v MAX. o0 00 MQAfi N /Jro NE 1 6x1 TOTAL °° o 0 0 @ 3"O.C.TYPICAL /`y 6t � / 1 I (OPT AL O7 WALL 00 o co 00 {h�1 i^ I,t/Q✓f / f 'c %�'f` IJ HEIGHT o 0 0° MINIMUM 1000 LB HEADER-TO-JACK-STUD STRAP 1 / I I PER TABLE R602.10.6.4 BOTH SIDES OF OPENING ° o 0 6r .y/ c f/� 0 0 0 o ON OPPOSITE SIDE OF SHEATHING 0 0 0 0 / !�"_ I \ o 0 0 o WOOD STRUCTURAL PANEL MUST I I 0 0 0° BE CONTINUOUS FROM TOP OF 0 0 0 o MIN, DOUBLE 2x4 FRAMING COVERED W/MIN.3/8" THICK o 0 0 0 WALL TO BOTTOM OF WALL,OR 0 0 0 o FROM TOP OF WALL TO I WOOD STRUCTURAL PANEL SHEATHING W/SD COMMON / o o °o PERMITTED SPLICE AREA 4x10 NFs2 • Cl 4x8 HFs2 Cl I I 4x8 HF2 A Cl 00 00 OR GALVANIZED BOX NAILS @ 3"O.C. IN ALL FRAMING 0 0 0 0 4x6 HFs2 0 C2, C3 4x6 HF"2 4x6 HFw2 0 C2, C3 4x6 HFs2 a C2, C3 0 0 0 0 (STUDS,BLOCKING&SILLS)TYPICAL MAX. GHT °0 0 o FOR A PANEL SPLICE(IF NEEDED), PANEL EDGES SHALL OCCUR OVER AND BE o 0 0 0 0 0 O 'SLYL lisr —\,. O j L NAILED TO COMMON BLOCKING AND OCCUR WITHIN THE MIDDLE 24 IN.OF WALL c 0 0 0RI ] L] L 0 0 0 o HEIGHT.ONE ROW OF 3 IN.O.C. NAILING IS REQUIRED IN EACH PANEL EDGE. °° °° " oc oc — 00 00 1nJ r r °c 0 0/ 2'TO 18'(FINISHED WIDTH)OF OPENINGi II(////-jam' 1 [ o c 'a° FOR SINGLE OR DOUBLE PORTAL .d. 00 00 CONSTRUCTION SIN 0 c MIN.LENGTH OF PANEL PER TABLE R602.10.5 0 0 0 0 Q o c (16"MIN.ONE-STORY;24"MIN. TWO-STORY) MIN. 1,000 LB. HOLD- 1 0 DOWN DEVICE °° °° MIN. DOUBLE 2x4 U °c J MIN. (2)3,500 LB.STRAP-TYPE HOLD-DOWNS EMBEDDED INTO I. 0 0 0 0 ] FULL-LENGTH KING O Q - .t L o< EMBEDDED INTO CONCRETE AND NAILED CONCRETE AND _ U ] L B V INTO FRAMING NAILED INTO FRAMING o 0 0 o STUDS PER TABLE BEARIN pj LL/ R50ft < 00 @ W Ill ] al FULL-LENGTH KING STUD NO.OF JACK STUDS PER °° ° # Q U! L m o c ° �— (MIN. NUMBER OF STUDS TABLE R502.5(1IA2) o° °° 7/16"MIN.THICKNESS WOOD I* _I W N ] 1---- 'U U °° °° SHOWN) 0 0 0 0 - STRUCTURAL PANEL I Ul ta n ] 1 N U _ N / / p o 0 `0 o d b o o `o 0 0 SHEATHING N-� a n is L 0 0 0 / lu L 1) BEARING POINT y0 , ] r- m i .L)L ® z I - - 4x10 HFr2 f0 Q Qeil .x9 axD MIN 1 ANCHOR BOLT PER R602.10.6.2 - SIDE ELEVATION J [ N ] L REQUIRED WI 2x2x3/16 PLATE WASHER FOUNDATION PER CODE L PORTAL FRAME WITH WILD DOWNS PFH _ (2)2x10 J [ 4x10 HFs2 (2x10 MIN, 4x6 POST I ]:� BELOW 1 ailli-2 x . _, -I L B •RING I ��..� -111 _.1 POINT SOLID RLKG. BELOW 1 11041014111111 IMP BRACED WALL ABY. i ��Wi � �� (2)2x12 (SEE DET. 2, SHT, A2.1 -� �� y I AND SHEET A3,4) �� A� MS - :••- • - •NL'; � =RACED WA u 3, ,—U �v M a �— , INS • . .• ABV, \ (SEED 2, tz L OPT, o, U TO .• . _ SL I-, l��!" 4.1 1 SHT, •3 4) v U ,�_ A3. - =r- OPT,) �:^ _ , ��� ' p cm �� WALL � , 4 Lj OVERLAP FLR. JSTS, 3" e X x a 12 Fs2 • I-" O. n p WALL/BEAM B=.•RING 4 `✓ CO Q QIII NAIL TOGETHE-' W/ (3)IOd Ili III , _ -a, : ; .• , TYPICAL I/8 21 G = .-F- 4 D /DF w v u9I LJ L J LJ LJ L_J L.J L� LJ LJ L_J LJ LJ L� I X X- v I El Tr7 _ 7f Tr-7IF7 f T 7F7 FT , :; m } 1 AIL ^ n BEARING POINT Ii 2x12 * 1 " O,C, viIV N XS Q I 1 SO • =LKG, BELO BRAC:a• .rt� I x \ n IQ I WA •ROVE (SEE 1"ETAIL 2 I I te , \ I I SW •2,I AND SW z ET A3,4 I i • (, x \ rtll I I 10 HF"2 ® CI 1 6'.c I I -I r ;: r ,,4x6 FIF- r �'r6 19 r 2- - 1 - - I_ 1 I I IP • 4x8 NFP2 s C2 N 1 I r r4x�rH e s th 8'-0" x 1'-0" OVERHEAD I P.T, 2x8 LEDGR GARAGE DOOR I _ I 5 1/8x21 GLB 24F-V4 DF/DF ! CI IP',L 5 1/8x16 I/2 GLIB 24F-V4 DF/DF s C2 4 C3 P.T. 2x8 1-11=r1 • 16" 0 C. N - CC I - 1)( ROSARIO 6x10 HFr2 6x10 14Fr2 (5 I/8x13 1/2 GLB 24F-V4 DF/DF • COASTAL 3) UPPER FLOOR 3-CAR GARAGE OPTION UPPER FLOOR FRAMING PLAN FRAMING PLAN SCALE: 1/4" = I-0" SCALE: I/4" = 1'-0" JOB NO.: ROSARIO DESIGNED: LG DRAWN: TP DATE: 11/02/2017 SHEET A-4 . 1 alli Ole SI TRUSS NOTES : -- a alai al I. ENG'D MONO-TRUSSES a 24" O.G. W/ HIP PACKAGE, SPAN 8'-0" IS" TAIL — 2. ENG'P GIRDER TRUSS WI SCISSOR, SPAN 40'-0", CLIP FOR HIP ROOF. I ° / / L A N D E D GENTRY 18" TAIL BOTH ENDS. SEE TRUSS POFILE SEE NOTE •1 / HOMES AND COMMUNITIES 3, ENG'D TRUSSES e 24" O.C., SPAN 19'-5 1/2", 18" TAILS BOTH ENDS e TWO TRUSSES, 4 ONE END ONLY e THREE TRUSSES /A ett/'C'eitt% ROOF FRAMING NOTES: 4, ENG'D SCISSOR TRUSS e 24" O.G., SPAN 19'-5 1/2", IS" TAILS ONE END ONLY. _\ 1. TRUSS HANGERS,CONNECTORS AND HURRICANE TIES SEE TRUSS PROFILE i, i iiTO BE SPECIFIED BY TRUSS ENGINEER AND/OR MANUFAC- II I I TURER. PLAN AND PROFILES(IF APPLICABLE)ARE r y 5. ENG'D SCISSOR TRUSSES s 24" O.G., SPAN 40'-0", CLIP FOR HIP ROOF, I 't DESIGNER'S CONCEPT. VERIFY ANY CHANGES TO THISPLANW/TRUSS ENGINEER AND/OR MANUFACTURER. 18" TAILS BOTH ENDS. SEE TRUSS PROFILE Z'x4 I 2x = 2. TRUSS MANUFACTURER SHALL PROVIDE AND SUBMIT 6, ENG'D TRUSSES e 24" O.C., SPAN 40'-0", CLIP 6 TRUSSES FOR HIP ROOF, ENGINEERED DESIGN TO THE BUILDING DEPARTMENT I SEE NOTE �I I �' 11-6"/ AOIONPPROVAL PRIOR TO FABRICATION AND INSTALL- 18" TAILS BOTH ENDS .: 2x4 2x4 - 7. FOR OPTIONAL PAT OF ONLY: ENG 0-TRUSSES e 24" O.C., SPAN 3. TRUSS ENGINEER TO VERIFY 2x OVERFRAMING CALLED 8'-0" IS" TAIL �0 rp /_ p. /_ i 2x6 BSA lc? OUT BY DESIGNER. 14. ALL TRUSS-TO-TRUSS AND TRUSS-TO-BEAM CONNECTORS 8. FOR 3-CAR GARAGE OPTION ONLY: ENG'D GIRDER TRUSS, SPAN 22'-5 1/2", IIrv'/ ^/ / 'I o,n I I I I I TO BE SPECIFIED BY TRUSS MANUFACTURER. CLIP FOR HIP ROOF, IS" TAILS BOTH ENDS j�1 AIL _AIL JIL AL _IL L J L J L J L _IL _IL J L J L J L J L JI I JIL JIL 5. SHEATHING NAILED W/8d NAILS @ 6"O.C.AT SUPPORTED ( n W_� sj r�// \ SEE NOTE *II / EDGES AND 8d NAILS @ 12"O.C.AT INTERMEDIATE 9, FOR 3-CAR GARAGE OPTION ONLY: ENG'D TRUSS 9 24" O.C., SPAN 22'-5 1/2", / 4 t' FRAMING MEMBERS(UNBLOCKED). FACE-GRAIN PERPEN- CLIP FOR HIP ROOF, IS" TAILS BOTH ENDS 1) ,A4 ' \ / DICULAR TO SUPPORTS. USE METAL"H"CLIPS(VERIFY)AT UNSUPPORTED EDGES. 10. ENG'D MONO-TRUSSES e 24" O.C., 3'-0" SPAN (SEE TRUSS PROFILE) 8= N \ / I' 6. PROVIDE DIAPHRAGM EDGE NAILING ABOVE ALL EXTE- / / RIOR WALLS, INTERIOR SHEER WALLS, HIP AND VALLEY II. ENG'D GIRDER TRUSS, SPAN 40'-0", CLIP FOR HIP ROOF. IS" TAIL BOTH ENDS. LOCATIONS. ' ,5%\ \ / -1, 7. OVER-FRAMED AREAS SHALL BE BUILT UPON FRAMING TRUSS HANGERS, CONNECTORS AND HURRICANE TIES TO BE SPECIFIED BY /0/` 4 WITH SHEATHING ALREADY ATTACHED. PROVIDE FOR TRUSS ENGINEER AND/OR MANUFACTURER. PLAN AND PROFILE SHOWN s % \ \ / /t�e VENTILATION. ARE DESIGNER'S CONCEPT. VERIFY ANY CHANGES TO THIS PLAN W/ ' \ / 8. BETWEEN TRUSSES AT BEARING, PROVIDE SOLID BLOCK- TRUSS ENGINEER AND/OR MANUFACTURER A/ ING (WITH VENT HOLES AT EXTERIOR WALLS). AT EACH END OF EACH TRUSS INSTALL SIMPSON H2.5(VERIFY) / / TO TOP PLATE, OR OTHER TRUSS, UNLESS TRUSS IS ON if ILL o , HANGERS. X 9. PROVIDE A BUILT-UP OR SOLID WOOD COLUMN BENEATH Y THE BEARING OF ALL GIRDER TRUSSES, ROOF BEAMS I AND FLOOR BEAMS. •-OM--- nil 10. ALIGN STUD WALL FRAMING WITH SUPPORTED TRUSSES, % �I RAFTERS AND JOISTS UNLESS NOTED OTHERWISE. cc I S. WI 11. PROVIDE CONTINUOUS RIDGE VENT. J s Q �� - _� \ I 12. SEE PLANS FOR HEADER SIZES. 13. ATTIC ACCESS NOTE: PROVIDE MIN.22"x 30"ACCESS _ - D = A ; EDGE OF VAULTED FAMILY PANEL. SEE FLOOR PLANS FOR LOCATIONS. \ 14. SEE PLANS FOR ROOF VENTING CALCULATIONS. O O Z Z 15. ALL EXTERIOR COLUMNS TO BE P.T. HF#2 MINIMUM UN- LESStO to NOTED OTHERWISE. 16. TRUSSES WITH BOTTOM CHORD SLOFE OF 2/12 OR LESS ■ \ 1- 0 t �' .I� WITH 30" HEADROOM ABOVE TO BE DESIGNED WITH 20 J / / 0 �Si6 PSF LIVE LOAD ON BOTTOM CHORD. �O� �11 7 17. TRUSSES SHALL BE BRACED PER REQUIREMENTS OF THE ■ 0 J �W Q n k •G� Q TRUSS SUPPLIER OR IN ACCORDANCE WITH BUILDING J ��Q LE "- COMPLIANCE WITH SAFETY INFORMATION (BSCI-03)GUIDE 4 U p TO PRACTICE FOR HANDLING AND INSTALLING AND BRAC- N J / A I ING OF METAL PLATE-CONNECTED WOOD TRUSSES J m I_� / /i 8� , J SEE NOTE "2 `- _J I I .�i chi c�i �� b IF' I SEE NOTE 4 m iiiiir `r it' II0 ���2'-10'h" l i" NOTE: NOTCH FOR 2x4 - J2x4i l�3,-O LEDGER ATTACHED TO ■� ���� - FACE OF HOUSE (AFTER ,- SHEATHING IS INSTALLED) J /I-6"� I SEE NOTE "I - - �I���� II® 2x4 2 PLACES TYP. (VERIFY) PA III II I Z U O .__ .: _TL.= W, oI z TRUSS PROFILE *10 1 r = SEE NOTE "10 I \ SCALE: I/4" = II-0" /' 1 . 9 3—CAR GARAGE OPTION S /_ 2r ROOF FRAMING PLAN SCALE: I/4 = r-011 SCALE: 1/4" = 11-0" TRUSS *4 W/ CLIPS FOR ROSARIO HIP ROOF 12 4 D " RUSS *2 412 TRUSS *2 -----2 ROOF FRAMING PLAN 12 2 12 2 COASTAL 2 9' 4Y4° / 9' 41a" / / 9'-44" 9'-4Y4° / 20' 10" IS' S " 51 //1-6 //3/s 18-s1F1" 515'/J 6°� JOB NO.: ROSARIO 40'-0" 19'-5h/ - / / / DESIGNED: LG TRUSS PROFILE *4 TRUSS PROFILE *2DRAWN: TP*4DATE: 11/02/2017 SCALE: 1/4" = II-0" SCALE: I/4" = II-0" SHEET A-4 . 1 semi as ima lama smamio ENG'D GIRDER TRUSS L AND E D GENTRY ENG'D TRUSSES e 24" O.C. ENG'D MONO-TRUSSES 9 24" O C HOMES AND COMMUNITIES ENG'D GIRDER TRUSS f= REVISIONS BY: �- 8 - 23 - 19 JR ENG'D MONO-TRUSSES o 24" O.C. 12 e e a e e e r e a e a e e 41 " 5/4x8 SIS2E FASCIA 2x4 STUDS 6 5/5" GYP. BD. a- __16" 16 O.G. W/ 1/2" GYP. BD. - EA. SIDE (TYP.) 1 3/4" T 4 G SUBFLOOR 2x4 LEDGER ATTACHED c0 (VERIFY TYPE) ON TO WALL SHEATHING 2xI2 FLOOR JOISTS. 2x6 STUDS 9 16" O.G. 12 FOR TRUSS SUPPORT 2x12 BLOCKING GRADE 4 SPACING 4 2 (2 TYPICAL - VERIFY) M PER PLAN tiz 1 ENG'D MONO-TRUSS ROOF- BEAM PER PLANJ 2x4 STUDS m 1/2 GYP. BD. ABOVE GARAGE DOOR 16 O.C. W/ 5/8" TYPE 'X' GYP. BD. (SEE DETAIL "D4", SHT. S-U 5/8" TYPE 'X' GYP. SD. r1/2" GYP. SD. 2x6 STUDS m 16" O.C. 1/2" HIGH-DENSITY OR 5/8" TYPE 'X' - 1/2" HIGH-DENSITY OR 5/8" TYPE 'X' EA. SIDE (TYP.) aS GYP. BD. A GARAGE BEARING WALLS _� �— —GYP. SD. 6 GARAGE BEARING WALLS 3/4" T 4 G SUSFLOOR (VERIFY TYPE) 2x6 STUDS 6 16" O.C.- 4" GONG. SLAB PER 4" CONC. SLAB PER ON 2x10 HF*2 FLOOR JOISTS e 16" O.G. FOUNDATION PLAN, FOUNDATION PLAN, TO SLOPE I/8" PLF MIN. 2x6 STUDS e 16" O.C, TO SLOPE 1/8" PLF MIN. Ad TOWARDS GARAGE DOOR TOWARDS GARAGE DOOR :�:'-'' 1 1 = j 9 8 4" PERFORATED ae $ ��'�� �,� �'��.��' DRAIN III-ii1 •l ° ° ° ° ° ° ° ° "° l �f1-11Uv 4 .. ° ° ° ° E•l ' It -I 6" CONC. FDN. WALL'Ire ° 6" CONC, FDN. WALL r 1► PER FOUNDATION PLAN PER FOUNDATION PLAN ° ° 4 °` ° `-�` tit au-tit 1t=Ill 6 MIL. VAPOR BARRIER II-1n -111 Ur_-W 16" x 5" CONC. FOOTING 16" x S" GONG. FOOTING THROUGH-OUT CRAWLSPACE- 4x8 DF-L*2 ON 4x4 POST ON 9O* FELT (OR EQ.) ON CONC. /� /� PAD FOOTING PER FDN. PLAN PER FOUNDATION PLAN GARAGE �I PER FOUNDATIONPLAN SECTION e GARAGE 3—CAR GARA -�E OPTION- CONC. FOOTING BELOW POST SCALE: I/4" = II-0 SCALE: 1/4 = I -O PER FOUNDATION PLAN ENG'D GIRDER TRUSS WI SCISSOR ENG'D TRUSSES e 24" O.C. ENG'D GIRDER TRUSS ENG'D SCISSOR TRUSSES s 24" O.C. ENG'D MONO-TRUSS 24" O.C. 12 ENG'D TRUSSES e 24" O.C. -- _z I 4 _ — 2x4 VENTED BLKG. O e e e r e I e r e s * r I r Ie e e ■ r a a a I I ` -2x6 STUDS !a 16" O.C. 2x6 STUDS 9 16" O.C. - 1 I /8" GYP. BD. I P.T. ✓ /5 Cp404) 6x6 POST WRAPPED 1 I 3/4" T 4 G SUBFLOOR yo 2x4 STUDS o PER BUILDER I (VERIFY TYPE) ON 2x12 FLOOR JOISTS. CO 16" O.C. WI ENG'D MONO-TRUSSES g 24" O.C. lb. (U� GRADE 4 SPACING �� 1/2" GYP. BD. P.T. 2x8 DECK JOISTS I EA. SIDE (TYP.) 0 16" O.G. - II PER PLAN i i iii i i■i■i■i■� i i'.i'■,■■■,■i■��i.i�.i■i■i■i■�.i■i■i'.i. I 1 BEAM PER PLAN- I Iglib 1/2" GYP, OD. -6x8 BEAM PER PLAN I I 2x6 STUDS 16" O.G, 1 2x4 STUDS e I/2" BLANK PANEL SOFFIT (VERIFY) ROSARIO bn 16" O.G. W/ 2x6 STUDS A 16" O.C. P.T. 6x6 POST WRAPPED I �1/2" GYP. BD. _P PER BUILDER I I 'f �1 EA. SIDE DE (TYP.) I P.T. 6x6 POST I I IQ.(nw�i 3/4" T 4 G SUSFLOOR (VERIFY TYPE) PER PLAN BUILDING I I YY ON 2x10 HF*2 FLOOR JOISTS e 16" O.C. 4 CON( SLAB SECTION 4 CONC. SLAB PER FDN. PLAN • rA . A ° III-1U� 1 I N N N I_ II N 1 n II 1 N N R N \ N N N I N l I PER FDN. PLAN COASTAL 2 .11-=-111 c, 4w ° °i A ° ° ° ° ° r1 1=m JOB NO.: ROSARIO I1-111 I1-111 aII-111 6" CONC. FDN. WALL 6 MIL. VAPOR BARRIER 4x8 DF-L*2 ON 4x4 POST ON DESIGNED: LG PER FOUNDATION PLAN THROUGH-OUT CRAWLSPACE 90* FELT (OR EQ.) ON CONC. DRAWN: TP 4" PERFORATED PAD FOOTING PER FDN. PLAN DATE: 11/02/2017 PRAIN SECTION 6 ENTRY/FLEX/KITCHEN/DINING CONC. FOOTING BELOW POST I6 x 8 GONG, FOOTING PER FOUNDATION PLAN SHEET PER FOUNDATION PLAN SCALE: 1/4" = 1'-0" /\ - 5 ■ 1 nal 611111. Ss (10 sti eiNS 12 alle ROOF PITCH PER PLAN 2x4 VENTED BLOCKING LANDED GENTRY HOMES AND COMMUNITIES 5/4x6 SIS2E CEDAR OR PRIMED - 5/8" TYPE "X" GYP. BOARD REVISIONS BY: �______ SPRUCE FASCIA (VERIFY WI BUILDER) • SIDING PER ELEVATION (2)2x6 TOP PLATE 12 - IS - 11 JR I WALL SHEATHING U A HEADER SEE STRUC. It. CAULKING R-10 INSULATION ��• At � METAL 2'FLASHING Ar •-------- 2X6 WINDOW TRIM / VINYL WINDOW FRAME �I/2" GYP. BOARD .♦♦♦ I WINDOW FLANG ( li .-,-% \\\\ f/ WINDOW FLANGE \_ 4111 d 5/4"WINDOW TRIM @ FRONT& .4*------ BACK ELEVATIONS ONLY(VERIFY) 3/4" T 4 G PLYWOOD OR OSB SHEATHING Ai 6o 1 ! _(VERIFY) ON 2x12 FLOOR JOISTS (GRADE VINYL WINDOW FRAME 2x6 PLATE - 4 SPACING PER PLAN) S WALL SHEATHING �i 2x12 RIM JOIST (VERIFY W/ BUILDER) STUD WALL (2)2x6 TOP PLATE .11_ SIDING OR BATTS I/2" GYP. BOARD WINDOW HEADER 2 WINDOW SILL Ell) SCALE 3" = 1'-0" SCALE 3" = 1'-0" 2x6 STUDS ® 16" O.G. 1/2" GYP. BOARD I/2" PLYWOOD OR 0645 SHEATHING (VERIFY WI BUILDER) W/ SIDING PER --------Ir ELEVATIONS WINDOW WEATHER STRIPPING 1. INSTALL BUILDING WRAP PER MANUFACTURERS 2x6 PLATE INSTRUCTIONS WRAPPING INTO OPENING. 2. INSTALL 6"SELF ADHESIVE FLASHING TAPE AT SILL 2xIO RIM JOIST (VERIFY WI BUILDER) - BENDING INTO OPENING 2-1/2"OVER 45°BOTTOM 3/4" T 4 G PLYWOOD OR OSB SHEATHING CORNER PIECES OR PLASTIC CORNERS. P.T. 2x6 PLATE W/ I/2" DIA. x 10' (VERIFY) ON 2x10 FLOOR JOISTS (GRADE 3.INSTALL WINDOW PER MANUFACTURERS ANCHOR BOLT t 3"x3"xl/4" PLATE t SPACING PER PLAN) RECOMMENDATIONS&BEDDED IN CAULK. WASHER 48" O.C. 4. INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE 4OVER JAMB FLANGE EXTENDING PAST HEAD MIN. 6" CONCRETE FOUNDATION WALL W/ 21/2"&OVER SILL TAPE. REBAR PER FDN. PLAN, R403.1.3.1 t 5. INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE IRC TABLES 404.1.2(U - 404.1.2(8). FOR 4x P■8 H2 BEAM ON 4x4 POST (4x6 s OVER HEAD FLANGE LAPPING OVER JAMB TAPES. FDN. WALLS TALLER THAN 48", USE r4 _ _ J _ — SPLICE) ON SO. FELT (OR SIM.) ON 6. INSTALL WALL BATTS OR SIDING AND VERT. REBAR W/ 3" HOOK INTO FTG 0 =���_t(t�t��_��� ° PAD FTG. PER FOUNDATION PLAN WINDOW TRIM. INSTALL METAL"Z"FLASHING OVER 48' O.C. °6 TOP OF TRIM.* 7.CAULK BOTTOM,SIDE,&HEAD TRIM TO WINDOW FRAME ,o .4•A 16" x 8" CONCRETE FOOTING WI AND SIDING. 4" PERFORATED DRAIN IN J _ REBAR PER FON. PLAN 4 R403.1,3.1 = 'FLASHING TO BE UNDER BUILDING PAPER CONTINUING FREE-DRAINING GRAVEL BASE �11'=t �' '=t( UPWARD. TYPICAL WALL DETAIL SCALE: 1/2" = 1'-0" m SEE HE FOR HEADER DETAILS SEE s FOR HEADER DETAILS FLOOR SHEATHING SIMPSON A35 11 @48"O.C. 4' I"' , 2 X TREADS 4I -p 3/4"PLYWOOD RISERS WITH(2)16d RING-SHANK - NAILS AT EACH STAIR w $ a � �I_ 314"PLYWOOD RISERS =- STRINGER 8z z (III WITH(2)16d RING- i 3 o SHANK NAILS @ EACH �� �3 , S' m m 0 WOOD BEAM 1.� STAIR STRINGER Q II a LN K J II� 2 X TREADS F a C 1 L'fP 2"x12"STRINGER I ._ cf- �°°i ~) ROSARIO 2 X STRINGERS III 3-16d NAILS 11111114 ir NOTE: SEE FLOOR PLAN FOR RISER HEIGHT 7 3/4"MAX. ►i SIMPSON H5'S AT 32" AND TREAD WIDTH 10"MIN. LENGTH(TYPICAL). 2"x4" 16"o.6 STUDS O.C.,STUD TO STRINGER NOSING PROJECTION SHALL NOT BE LESS THAN WALL DETAILS 3/4'AND NOT MORE THAN 1 1/4" 9'-1 1/8" TYPICAL WALL 8'-1 1/8" TYPICAL WALL / � STAIR DETAIL 2 STAIR DETAIL SCALE 1/2"=1'-0" TYPICAL MAIN LEVEL SCALE 1/2"=1'-0" TYPICAL UPPER LEVEL �/ N.T.S. C N.T.S. JOB NO.: ROSARIO DESIGNED: LG i DRAWN: JR DATE: 10/25/2017 SHEET A- 5 . 2 see S CS IS a! SO SEIM FALSE BEAM PER BLDR. illa SIMI SPRUCE 2x TRIM W/ 1/2" n - 1�� BARGE I PRIMED BOARD W/ Ix4 TRIM LANDED GENTRY CHAMFER o SHEATHING , e TOP EDGE (7YP.) TOP EDGE PER PLAN 12 ` • HOMES AND COMMUNITIES SIDING PER 4 — � ' - 2x10 TRIM BOARD W/ 1/2" PLAN - CHAMFER a TOP EDGE REVISIONS BY: (SEE DETAIL "A") DETAIL UPPER FLOOR PLT. HGT_ -�O- 19 JR /,s `�� A 9 13 IS JR SCALE: 3/4(1,)! " = I'-O" ��' �� I � 50-YEAR COMPOSITION I I ROOFING (VERIFY TYPE 1 ELEVATION NOTES: 4 COLOR W/ BUILDER) BLANK PANEL SIDING W/ Ix2 BATTENS ® 16" O.G. °o VARYING 4 COMPLIMENTARY COLORS 1 ( 1 r (VERIFY W/ BUILDER) WILL BE USED FOR THE TRIM AND THE 5/4x 8 SIS2E PRIMED - - SPRUCE FASCIA W/ 5" i DIFFERENT BUILDING MATERIALS ON\\ THE FRONT ELEVATION CONT. PAINTED METAL `� \\� \� \ \ \\ _ UPPER FLOOR LEVEL INSTALL a SILL WHEREVER STONE/ GUTTER (TYPICAL) i \ \ \\\ i " " " " " II II I II MAIN FLOOR PO'. MGT. N LL LL ERE ER - _ BRICK VENEER IS INSTALLED f 4 5/4x4 CORNER TRIM- _` El DOOR/WOW. TRIM 1 [hi Ili I- 1 -11 ., ® TOP; 5/4x4 DOOR/WIDW. l' .. N■ ■■ Mill Mil ■■ ■� l=J■ •■ I - TRIM a SIDES/BOTTOM la MASTIC-APPLIED STONE ■ ■■ ■ ■■ •■ ■M MM MIM IMM (FRONT 4 BACK ELEVS. VENEER (VERIFY TYPE ONLY) a COLOR W/ BUDS-) \� I - h--I ' - ' ' ' i MAIN FLOOR LEVEL F — - 1 1 _ II SLAB_® GARAGE DOOR st II I - FRONT ELEVATION - COASTAL 2 SCALE: 1/4" = 1'-0" GLAZING % AT FRONT ELEVATION: 113.34 S.F. = 42.6% I BUILDING HEIGHT - _ - - - _ — _ _ —_ - - 12 f� _ ��� / _ - - —� - _ - - _ I - LAP SIDING (VERIFY TYPE a EXPOSURE W/ BUILDER) 1 12 `A c`tv OPTIONAL PATIO ROOF - \ <<- ------_ ‘ 1.3 - _ - - ROSARIO APPROXIMATE — 7 EXISTING GRADE - F F _ _ :111 I I ELEVATIONS 1 - - - - - - - - - - - - - FRONT & LEFT AVERAGE_ORIGINAL GRADE _ _ — - _ — _ — _ - - - - - - - - - - - �� - - - - - - - - - - - - _ ___ _ _ COASTAL 2 — APPROX. FINISHED GRADE T — - - - - - - — - 3-CAR GARAGE OPTIONAL DOOR FILE COPY (VERIFY W/ BLDR.) JOB N�_: ROSARIO DESIGNED: LG LEFT ELEVATION - COASTAL 2 DRAWN: JR/TP lir (arig M ''i) DATE 11/03/2017 SCALE: I/4" = 1I-0" SHEET Nov1 al ,9 ,s /\-6 . I CITY OF ANACORTES see SO SD SI IMMIIIISMI ifl LANDED GENTRY _/ _ \_----- HOMES AND COMMUNITIES I , H . OPTIONAL PATIO ROOF - - _ '�\ 1 C 1- I s i I _ ,� I 1 1 SACK ELEVATION - COASTAL 2 SCALE: 1/4" = 11-0" r 712 4 ✓` ___ ____ li--- - --- - • --- -. - - \\\ - OPTIONAL PATIO ROOF L7- - ROSARIO ELEVATIONS_ BACK & RIGHT RIGHT ELEVATION - COASTAL 2 COASTAL 2 3-CAR GARAGE SCALE: I/4" = 11-O" JOB NO.: ROSARIO DESIGNED: LG DRAWN: TP DATE: 11/02/2017 SHEET A- 6 . 2 I see GENERAL NOTES . PLUMBING (GQNT'D): al MIMI 108. HOSE BIBBS SHALL BE PROTECTED BY AN APPROVED NON-REMOVABLE TYPE BACKFLOW PREVENTION DEVICE la SITE PREPARATION: FLOOR FRAMING (CONTID): PER IRC CHAPTER 29 = 109. ALL PLUMBING FIXTURES, INCLUDING TOILETS, SHALL BE CAULKED OR SEALED AT THEIR BASE [ UPC SEC. 401.2 7 LANDED GENTRY I. BEFORE STARTING ANY SITEWORK CALL I-800-424-5555 TO HAVE UNDERGROUND UTILITIES LOCATED 53. JOISTS, RAFTERS AND TRUSSES MUST BE SUPPORTED TO PREVENT ROTATION BY INSTALLING SOLID BLOCKING AT EACH 110. ALL WATER LINES TO BE PROTECTED FROM FREEZING. IF WATER LINES ARE NOT LOCATED COMPLETELY BETWEEN BEARING POINT OR AS REQ'D BY MANUFACTURER [ IRC SEC. 502.11 HEATED SPACE AND INSULATION PROVIDE MN. R-3 INSULATION WHERE REQUIRED TO ASSURE PIPES ARE PROTEC- HOMES AND COMMUNITIES 2, ALL STUMPS AND ROOTS SHALL BE REMOVED FROM THE GROUND TO A DEPTH OF 12" IN THE AREA OCCUPIED BY THE TED FROM FREEZING BUILDING. NO EXCAVATED MATERIAL IS TO BE USED FOR BACKFILL UNDER ANY CONCRETE WITHOUT APPROVAL OF THE 54. BEARING PARTITIONS PERPENDICULAR TO JOISTS MUST NOT BE OFFSET FROM SUPPORT BY MORE THAN THE DEPTH OF BUILDING OFFICIAL. ALL FILL UNDER CONCRETE TO BE STRUCTURAL AND SHALL BE COMPACTED TO 95% SIDESTHE JOISTS. AT OF BEAMSM BE DOUBLE JOISTS AREE READ UNDER OR PARALLEL ER BEARING 2 PARTITIONS. ARTI IIONS.. JOISTS FRAMED INTO MUSTSUB MECHANICAL: BEAMS AND JOISTS: 55. IN FLOOR CONSTRUCTION JOISTS AND BEAMS MUST HAVE NO LESS THAN 1 I/2" OF BEARING ON WOOD OR METAL AND NO 121. NO MECHANICAL SYSTEM OR EQUIPMENT REGULATED BY THIS CODE MAY BE CONNECTED TO FUEL SOURCE UNTIL LESS THAN 3" BEARING ON CONCRETE I IRC SEC. 502.6 ] APPROVED BY THE BUILDING OFFICIAL [ IRC SEC. 111,1 / NFPA 541.1.1.1 1 21. DIMENSIONAL LUMBER TO BE HEM-FIR .2 TYP. (U.N.O.). UNLESS NOTED OTHERWISE USE 4x6 HP2 HEADER IN EXTERIOR WALLS ABOVE DOORS AND WINDOWS (SEE DETAIL 'G' ON SHEET A5.1). NOTE: HEARTWOOD SEAMS ARE NOT TO BE USED 56. ALL PLYWOOD OR 0S5 SUE/FLOORING IS TO SE GLUED TO THE SUPPORTING FRAMING MEMBERS. GLUE IS TO BE APPLIED 122, GAS PIPING SHALL BE TESTED AT A MINIMUM PRESSURE OF 3 PSI. GAUGES USED FOR TESTING MUST HAVE AN W/ 4x DEPTH. BEAMS AND HEADERS TO HAVE I I/2" MIN. BEARING TYP, U.N.O. BEAMS SHOWN ARE MINIMUM REQ'D OR IN STRICT CONFORMANCE WITH MANUFACTURERS DIRECTIONS UPPER RANGE OF NOT MORE THAN 5 TIMES THE TEST PRESSURE I IRC SEC. G2411.4.1 / NFPA 54 1 BETTER-SIZE AND GRADE MAY BE INCREASED PER BUILDER'S DISCRETION, CHANGES TO PLAN MADE DURING CON- STRUCTION SHOULD BE VERIFIED W/ DESIGNER SINCE ALL STRUCTURAL MEMBERS ARE SIZED FOR THEIR SPECIFIC ROOF FRAMING: 123. CLOTHES DRYER DUCTS SHALL BE CONSTRUCTED OF MINIMUM 0.016" THICK RIGID METAL HAVING SMOOTH INTER- LOCATION 4 LOADS IOR FINISHES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. NO SCREWS SHALL BE USED, TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN CONSTRUCTION AND BE NO MORE THAN 12" IN LENGTH. DUCT SIZE MIN. 22. WOOD JOISTS CLOSER THAN 18" OR WOOD BEAMS CLOSER THAN 12" TO THE GROUND MUST BE OF TREATED WOOD OR 61. PLYWOOD ROOF SHEATHING IF EXPOSED ON THE UNDERSIDE MUST BE EXTERIOR GRADE AND IDENTIFIED AS EXPOSURE I 4" DIAMETER (OR AS REQ'D BY DRYER LISTING 4 PER MANUFACTURER INSTALLATION INSTRUCTIONS). DUCT SHALL WOOD OF NATURAL RESISTANCE TO DECAY I IRC SEC. 311.1 I I IRC SEC. 803.2.1.1 1 TERMINATE AT OUTSIDE OF BUILDING WITH TERMINATION PER DRYER MFR. SPECIFICATIONS. TERMINATE MIN. 3 FEET FROM ANY OPENINGS INTO BUILDING. DUCT SHALL HAVE BACKDRAFT DAMPER AND SHALL NOT BE SCREENED. 23. ALL WOOD IN CONTACT WITH CONCRETE, MASONRY OR EARTH MUST BE PRESSURE-TREATED WOOD OR FOUNDATION- 62. ENCLOSED ATTIC 4 RAFTER SPACES MUST HAVE CROSS-VENTILATION FOR EACH SEPARATE SPACE BY VENT OPENINGS MAXIMIM DUCT LENGTH SHALL BE 35 FEET AND SHALL BE REDUCED IN ACCORDANCE WITH IRC TABLE G2439.5.5.1. GRADE CEDAR OR REDWOOD AND MARKED BY AN APPROVED AGENCY. CUT ENDS OF TREATED POSTS MUST BE PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF OTHER SYSTEMS RE-TREATED OR BE PROVIDED WITH PROTECTION FROM CONTACT WITH CONCRETE I IRC SEC. 311.1 1 THAN I/15O OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT REDUCTION OF THE TOTAL AREA TO 1/300 IS PER- MITTED PROVIDED THAT AT LEAST 50% AND NOT MORE THAN 80% OF THE REQ'D VENTILATING AREA IS PROVIDED BY 124, WHOLE-HOUSE EXHAUST FAN (IF REQUIRED) TO HAVE A SONE RATING OF 1.5 OR LESS 4 BE WIRED TO A TIMER OR 24. PRESSURE-TREATED WOOD SHALL BE USED FOR THOSE PORTIONS OF WOOD MEMBERS WHICH FORM THE STRUCTURAL VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABV, THE EAVE OR DEHUMIDISTAT. VERIFY PROPER INSTALLATION OF BAFFLES TO MAINTAIN REQUIRED VENT OPENINGS IN CEILING. IF SUPPORT OF BUILDINGS, BALCONIES, PORCHES, ETC. WHEN SUCH MEMBERS ARE EXPOSED TO THE WEATHER WITHOUT CORNICE VENTS I IRC SEC. 806.2 1 THE OPENINGS MUST BE COVERED WITH A CORROSION-RESISTANT 1/4 MESH SCREEN FRESH AIR SYSTEM IS INSTALLED CONNECT TO RETURN AIR WITHIN FOUR FEET OF THE AIR HANDLING UNIT, PROVIDE ADEQUATE PROTECTION FROM A ROOF, EAVE, OVERHANG OR OTHER COVERING, SUCH MEMBERS MAY INCLUDE OUTDOOR INTAKE DUCT WITH DAMPER TO LIMIT AIR FLOW TO 145 CFM UNDER NORMAL OPERATING CONDITIONS. BEAMS, JOISTS 4 DECKING, POSTS, POLES 4 COLUMNS [ IRC SEC. 311.1.3 ] 63. AN INSULATION DAM MUST BE PROVIDED AT THE ATTIC ACCESS OPNG. WHEN USING BLOWN-IN INSULATION UNDERCUT INTERIOR DOORS TO ALLOW AIR MOVEMENT 25. ENDS OF BEAMS ENTERING CONCRETE OR MASONRY WALLS SHALL BE PROVIDED WITH A MINIMUM AIR SPACE OF I/2" 64. TRUSSES MUST BE DESIGNED BY A REGISTERED DESIGN PROFESSIONAL IN ACCORDANCE WITH ANSI/TPI I STANDARDS 125. EXHAUST FAN LOCATIONS t SIZES REQUIRED TO COMPLY WITH THE WASHINGTON STATE VENTILATION 4 INDOOR AIR AT TOPS, SIDES AND ENDS I IRC SEC, 311.1 1 I IRC SEC. 802.10.2 1 QUALITY (VIAQ) CODE ARE AS FOLLOWS: KITCHEN: 100 CFM (RANGE HOOD ACCEPTABLE) ' 26. STRUCTURAL EXTERIOR POSTS, BEAMS, JOISTS AND DECKING TO BE CEDAR OR TREATED MATERIAL I IRC SEC. 311 1 65. TRUSS BRACING MUST BE PROVIDED TO PREVENT LATERAL ROTATION AND PROVIDE LATERAL STABILITY IN ACCOR- LAUNDRY: 50 CFM MIN. DANCE WITH THE INDIVIDUAL TRUSS DESIGN DRAWINGS I IRC SEC, 802.10.3 1 BATHROOMS: 50 CFM MIN. 21. FASTENERS FOR PRESSURE-TREATED AND FIRE-RETARDANT WOOD MUST BE OF HOT-DIPPED GALVANIZED STEEL, STAIN- NOTE: ALL EXHAUST FANS ON 20-MINUTE TIMER. EXHAUST FANS TO VENT TO OUTSIDE AIR NO CLOSER THAN 3 FEET LESS STEEL OR COPPER (EXCEPTION: 1/2" DIA. OR GREATER STEEL BOLTS) [ IRC SEC, 311.3.1 1 66. TRUSS MEMBERS MUST NOT BE CUT, NOTCHED, DRII I Fn, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE FROM ANY OPENING APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. ALTERATIONS RESULTING IN THE ADDITION OF LOADS THAT 28. PORTIONS OF GLUE-LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE EXCEED THE DESIGN LOAD FOR THE TRUSS WILL NOT BE PERMITTED WITHOUT VERIFICATION THAT THE TRUSS IS CAPA- 126. ALL GAS COMBUSTION APPLIANCES (EXCEPT KITCHEN RANGE 4 CLOTHES DRYER) TO HAVE COMBUSTION AIR DUCTED AND ARE EXPOSED TO THE WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING BLE OF SUPPORTING SUCH ADDITIONAL LOADING I IRC SEC. 802.10,4 ] DIRECTLY TO THEM SHALL BE PRESSURE-TREATED WITH PRESERVATIVE OR BE MANUFACTURED FROM NATURAL DURABLE WOOD ( IRC SEC. 3111,5 1 61. TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR LOAD WHERE CONDITIONS IN TABLE R3OI.5 ARE PRESENT (TRUSS WASHINGTON STATE ENERGY CODE COMPLIANCE: ENGINEER AND/OR MANUFACTURER TO VERIFY) • WALL FRAM ING: (IN GENERAL MIN. REQ'MENTS PER IRC CHAPTER 6, AS DEFINED HEREIN OR SHOWN ON DRAWINGS) 1 EXTER IOR SHELL: 131. COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE ENERGY CODE 4 IRC CHAPTER II IS AS FOLLOWS: 31. FRAME MAIN FLOOR EXTERIOR WALLS WI 104 5/8" 2x6 STUDS • 16" O.C. TYPICAL. FRAME UPPER FLOOR EXTERIOR WALLS FLOOR: R-30 W/ 92 5/8" 2x6 STUDS • 16" O.G. TYP. (VERIFY EXTERIOR SHEATHING TYPE W/ BUILDER). FRAME MAIN FLOOR INTERIOR WALLS: R-21 WALLS W/ 102 5/8" 2x STUDS (PER PLAN) • 16" O.C. W/ I/2" GYPSUM WALLBOARD BOTH SIDES TYPICAL UNLESS NOTED 11. FLASH AND COUNTER-FLASH ALL EXTERIOR OPENINGS AS REQUIRED TO MAKE THEM WEATHERPROOF. INSTALLATION FLAT CEILING: R-49 (R-38 ALLOWED IF INSULATION DEPTH MAINTAINED TO OUTSIDE FACE OF EXTERIOR WALL) OTHERWISE BY BUILDER. FRAME UPPER FLOOR INTERIOR WALLS W/ 92 5/8" 2x4 STUDS • 16" O.G. W/ I/2" GWB BOTH SIDES INSTRUCTIONS SHALL BE PROVIDED FOR EACH WINDOW BY THE MANUFACTURER VAULTED CEILING: R-38 TYP. (U.N.O.). FRAME GARAGE WALLS W/ 104 5/8" 2x STUDS (PER PLAN) • 16" O.C. ANGLED WALLS TO BE 45 DEGREES DOORS: U•.200 MAXIMUM (VERIFY WEATHERSTRIP IS INSTALLED) TYP. UNLESS NOTED OTHERWISE 12. ALL EXTERIOR TRIM AND SIDING JOINTS TO BE AS SHOWN ON THE ELEVATIONS. WHERE TWO BOARDS BUTT ENE TO END, WINDOWS: 112.400 MAX, SIDING OR TRIM PROVIDE A 15-DEGREE (MINIMUM) BEVEL ON ENDS OF JOINING BOARDS. FLASH CONTINUOUS ABOVE SKYLIGHTS: U..550 MAX. 32. STUDS PARTITIONS CONTAINING PLUMBING, HEATING OR OTHER PIPES SHALL BE SO FRAMED AND THE JOIST BELOW SO ALL PROJECTING WOOD TRIM [ IRC SEC. 103.8 1 WATER LINES IN UNHEATED AREAS TO BE INSULATED TO R-3. HEAT DUCTS TO BE R-8 MIN. t EXHAUST DUCTS MIN. R-4 SPACED AS TO GIVE PROPER CLEARANCE FOR THE PIPING. WHERE A PARTITION CONTAINING SUCH PIPING RUNS (SEAL JOINTS, CORNERS AND BOOTS), VERIFY INSULATION IS INSTALLED BEHIND PARTITIONS, IN CORNERS, FITTED PARALLEL TO THE FLOOR JOISTS THE JOISTS UNDERNEATH SUCH PARTITION SHALL BE DOUBLED AND SPACED TO PERMIT SAFETY:: AROUND WIRING 4 PIPES AND IN SPACES BEHIND BATHTUBS t SHOWERS. INSULATE ALL ACCESS DOORS/HATCHES TO PASSAGE OF SUCH PIPES AND SHALL BE BRIDGED, WHERE PLUMBING, HEATING OR OTHER PIPES ARE PLACED IN OR �J CRAWLSPACES/ATTICS TO THE EQUIVALENT RATING OF THE INSULATED FLOOR, WALL OR CEILING THROUGH WHICH THEY PARTLY IN A PARTITION NECESSITATING THE CUTTING OR SOLES OR PLATES A METAL TIE NOT LESS THAN I/8" THICK t PENETRATE 4 INSTALL WEATHERSTRIP TO MINIMIZE AIR LEAKAGE. SEAL OPENINGS AROUND INTERIOR PLUMBING PIPES I I/2" WIDE SHALL BE FASTENED TO THE PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN (8)I6d 81. EVERY DWELLING MUST HAVE ITS ADDRESS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET I IRC SEC. 319,1 1 • EXTERIOR WALLS. REFER TO 2015 WSEC CHAPTER 4 FOR VERIFICATION OF INSULATION VALUES (CHECK WITH BUILD- NAILS EA, SIDE I R602.6.1 1 ING DEPARTMENT OF JURISDICTION FOR ADDITIONAL INSULATION REQUIREMENTS THAT EXCEED THE 2015 WSEC) 82. EVERY BASEMENT, HABITABLE ATTIC AND EVERY SLEEPING ROOM MUST HAVE AT LEAST ONE OPERABLE WINDOW 33, DOORS THAT ARE NOT DIMENSIONED TO HAVE TWO STUDS (3 ) BETWEEN R.O. AND NEAREST WALL OR EXTERIOR DOOR APPROVED FOR EMERGENCY EGRESS OR RESCUE. WINDOWS MUST HAVE A MIN. NET CLEAR 132. INSULATION TO FILL ALL EXTERIOR WALL CAVITIES-DO NOT COMPRESS( CUT TO FIT AROUND PIPES, WIRES t OUTLET OPENING OF 5.1 SQUARE FEET (5.0 S.F. IF LOCATED ON GRADE FLOOR), A MIN. NET FREE OPENING HEIGHT OF 24" BOXES. RECESSED FIXTURES IN EXTERIOR WALLS TO HAVE MIN. R-5 INSULATION BEHIND THEM 34, INSTALL 2x6 BACKING FOR TOWEL BARS BETWEEN STUDS CENTERED 48" A.F.F. AND A MIN. NET CLEAR OPENING WIDTH OF 20 INCHES. FINISHED SILL HEIGHT MAY NOT BE MORE THAN 44" ABV, THE FLOOR. ESCAPE WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEYS, TOOLS OR 133. BLOWN-IN ATTIC INSULATION TO BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR 35. CRIPPLE WALLS MUST BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE. WHEN EXCEEDING 4 FEET IN SPECIAL KNOWLEDGE [ IRC SEC. 310 I DENSITY t COVERAGE. PROVIDE VENTILATION BAFFLES IN ATTIC WHERE REQ'D TO MAINTAIN I" AIR SPACE. BAFFLE TO HEIGHT SUCH WALLS MUST BE FRAMED OF STUDS HAVING THE SIZE REQ'D FOR AN ADDITIONAL STORY. CRIPPLE WALLS EXTEND 6" VERTICALLY ABOVE THE BATTS AND 12" VERTICALLY ABV. LOOSE-FILL INSULATION, PROTECT ALL FOAM LESS THAN 14" HIGH MUST SE SHEATHED ON AT LEAST ONE SIDE AND FASTENED TO TOP AND BOTTOM PLATES OR THE 83. ATTIC ACCESS TO BE MINIMUM 22"x30", BE READILY ACCESSIBLE AND MUST HAVE 30" UNOBSTRUCTED HEADROOM INSULATION WITH METAL, PLASTIC OR PARGING AT BELOW-GRADE CONDITIONS 4 WHERE EXPOSED ABV, GRADE TO PRE- CRIPPLE WALL WILL HAVE SOLID BLOCKING. CRIPPLE WALLS MUST BE BRACED WITH 15% MORE BRACING THAN AS REQ'D ABOVE I IRC SEC. 801 1 VENT DAMAGE FOR THE WALL ABOVE, WITH WALL PANEL SPACING NOT MORE THAN 18 FEET [ IRC SECTIONS 602,9 AND 602,10.2 ] 84. WHEN WORK IS PERFORMED THAT REQUIRES A PERMIT OR WHEN A SLEEPING ROOM IS CREATED THE ENTIRE BUILDING 134. A ONE-PERM (OR LESS) VAPOR RETARDER (KRAFT PAPER, PVA PAINT, ETC.) IS TO BE INSTALLED ON THE WARM SIDE 36. WOOD COLUMNS MUST BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT I IRC SEC. 401.3 ] MUST BE PROVIDED WITH SMOKE ALARMS. A SMOKE ALARM MUST BE INSTALLED IN EACH SLEEPING ROOM AND OF THE INSULATION OUTSIDE THE SLEEPING ROOM IN THE IMMEDIATE VICINITY. THERE MUST BE AT LEAST ONE SMOKE ALARM ON EVERY 31, ALL TRIMMERS AND HEADERS FRAMING AN OPENING SHALL BE PER IRC TABLES R502.5(I) AND R5O2.5(2) OR AT THE MIN. FLOOR LEVEL. ALL SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACKUP AND BE INTERCONNECTED, ALL 135. ALL RECESSED LIGHT FIXTURES IN THE THERMAL ENVELOPE TO BE CERTIFIED UNDER ASTM E-283 AND SO LABELED OR SHALL BE DOUBLED OR LUMBER OF EQUIVALENT CROSS-SECTION AND EA. END SUPPORTED WITH PROPER-SIZED FRAMING ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 211 AND HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF SEAL AROUND THE EXTERIOR IN AN APPROVED MANNER TO BE AIR-TIGHT ANCHORS UNLESS ADEQUATE BEARING PROVIDED THROUGH OTHER MEANS NFPA 12 [ IRC SEC. 314 1 38, PLACE A VAPOR BARRIER OF TYVEK (OR EQUAL) OVER ALL EXTERIOR WALLS I IRC SEC. 103.2 I 85. FOR NEW CONSTRUCTION AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE EACH SEPARATE 136. SOLEB PLATE IS TO BE CAULKED OR GLUED TO FLOOR. RIM JOIST BTWN.LISTORIES LETO SE CAL, PL B PLUMBING 4 ALL HOLES IN BUILDING ENVELOPE TO BE CAULKED/SEALED INCLUDING BUT NOT LIMITED TO ELECTRICAL, 4 HVAC PENE- SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES TRATIONS. OUTLETS, SWITCH BOXES AND RECESSED FIXTURES ON EXTERIOR WALLS OR CEILINGS ARE TO BE CAULKED/ • 39. WOOD STUD WALLS MUST BE CAPPED WITH A DOUBLE TOP PLATE INSTALL TO PROVIDE OVERLAPPING AT CORNERS AND ARE INSTAI I FT) AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES [ IRC SEC. 315 ] SEALED WITH APPROVED SEALANT OR HAVE FOAM FACE GASKETS INSTALLED. ALL RECESSED LIGHTS TO BE IC RATED, INTERSECTIONS WITH BEARING PARTITIONS. END JOINTS MUST BE OFFSET AT LEAST 24 INCHES I IRC SEC. 602.3.2 1 SINGLE AIR TIGHT 4 SEALED TO SURROUNDING GWB. ROUGH OPENING AROUND ALL WINDOWS t DOORS TO BE SEALED/CAULKED TOP-PLATE CONSTRUCTION IS NOT TO BE USED ON THIS PROJECT 86. PORCHES, BALCONIES, RAMPS OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 131. THE BUILDING OR DWELLING UNIT SHALL BE TESTED 4 VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 40. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTCHED TO A DEPTH NOT TO EXCEED 25% 30" ABV. THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED ABOVE THE 5 AIR CHANGES PER HOUR. TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. OF ITS WIDTH. STUDS IN NON-BEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40% OF A SINGLE NOSING OF THE TREADS. GUARDS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD STUD WIDTH. ANY STUD MAY BE BORED OR DRILLED PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE IS NO A SPHERE 4" IN DIAMETER TO PASS I IRC SEC. 3112 L GUARDS MUST BE ABLE TO WITHSTAND LOADS SPECIFIED IN IRC PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND GREATER THAN 40% OF THE STUD WIDTH, THE EDGE OF THE HOLE IS NO CLOSER THAN 5/8 INCH TO THE EDGE OF THE TABLE R301.5 PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PREFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS STUD AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH I IRC FIGURES R602.6(1) 4 R602.6(2) 1 OF THE BUILDING THERMAL ENVELOPE. ONCE VISUAL INSPECTION HAS CONFIRMED SEALING (SEE WSEC TABLE R402.4.1.1), TOP PLATES IF NOTCHED OR DRILLED TO MORE THAN 50% OF THEIR WIDTH SHALL HAVE A 16-GAUGE METAL TIE 1 1/2" St INSTALL 1/2" GYPSUM WALLBOARD (MIN.) AT GARAGE/HOUSE WALL AND GARAGE BEARING WALLS. INSTALL 5/8" TYPE-X OPERABLE WINDOWS 4 DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE IN WIDTH INSTALLED PER IRC FIGURE R602,6.1 GYPSUM WALLBOARD AT GARAGE CEILING TYPICAL, INSTALL 20-MINUTE RATED DOOR BETWEEN HOUSE AND GARAGE FRAME PRIOR TO THE TEST [ WSEC R402.4.1.2 ] EXCEPTIONS: I IRC SEC. 302.6 1 NOTE: SELF-CLOSING HARDWARE REQ'D BY CODE A. A STUD MAY BE BORED TO A DIAMETER NOT EXCEEDING 50% OF ITS WIDTH PROVIDED THAT SUCH STUDS LOCATED EXTERIOR WALLS OR BEARING PARTITIONS ARE DOUBLED AND THAT NOT MORE THAN TWO SUCCESSIVE STUDS ARE 88. THE FLOOR SURFACE IN A GARAGE SHALL BE NON-COMBUSTIBLE AND SLOPED TOWARD THE MAIN VEHICLE ENTRY DOOR- ABBREV IAT IONS: BORED WAY I IRC SEC. 309.1 L AUTOMATIC GARAGE DOOR OPENERS SHALL BE LISTED IN ACCORDANCE WITH UL 325 [ IRC SEC. B. APPROVED STUD SHOES MAY BE USED WHEN INSTAI I PO IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS 309.4 1 [ IRC SEC. 602.E 1 ® AT EL. ELEVATION MAX. MAXIMUM SH SINGLE-HUNG PROVIDE METAL NAIL PLATES IN ALL LOCATIONS WHERE PLUMBING OR WIRING COMES WITHIN I" OF THE EDGE OF ANY STUD 89. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPART- A.B. ANCHOR BOLT ELEC. ELECTRICAL M.B. MACHINE BOLT (WINDOW) MENTS SHALL BE FINISHED WITH A NON-ABSORBENT SURFACE TO EXTEND TO A HEIGHT NOT LESS THAN 12" ABOVE THE ADD. ADDITION ELEV. ELEVATOR MECH. MECHANICAL SHWR. SHOWER 41. FIRE BLOCKING SHALL BE PROVIDED TO CUT-OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FLOOR I IRC SEC. 301 1 ADJ. ADJUSTABLE ENG'R ENGINEER(ING) MEMB. MEMBRANE 5147 'G SHEATHING FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP-STORY AND THE ROOF SPACE I IRC SEC. 302.11 ] A.F.F. ABOVE FINISH FLOOR EQ. EQUAL MICRO. MICROWAVE SIM. SIMILAR INSTALL FIRE BLOCKING AT: 90. FURNACE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE REQUIRE- ALT. ALTERNATE EQUIP. EQUIPMENT MIN, MINIMUM SPEC. SPECIFICATION A. IN CONCFAI Fn SPACES OF STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES 4 PARALLEL ROW OF STUDS OR MENTS OF IRC CHAPTERS 13 THROUGH 20 t CHAPTER 24. IF LOCATED IN GARAGE FURNACE AND HOT WATER TANK SHALL ALUM. ALUMINUM EXP. Jr, EXPANSION JOINT MTL. METAL SQ. SQUARE STAGGERED-STUDS AS FOLLOWS: BE ELEVATED SO THAT PILOTS, BURNERS, HEATING ELEMENTS AND SWITCHES ARE MIN, I8 ABOVE GARAGE SLAB. STRAP BA, BATH EXIST. EXISTING N.I.C. NOT IN CONTRACT S.S. STAINLESS STEEL a. VERTICALLY AT THE CEILING AND FLOOR LEVELS HWT TO WALL I IRC SEC. M13O1.2 1, PROVIDE OVERFLOW PAN 4 PIPING AND INSTALL TEMPERATURE 4 PRESSURE RELIEF BDRM. BEDROOM EXT. EXTERIOR N.T.S. NOT TO SCALE STD. STANDARD b. HORIZONTALLY AT INTERVALS NOT TO EXCEED 10 FEET: VALVE (W/ PIPE TO EXTERIOR TERMINATION) PER IRC CHAPTER 28. VERIFY PROTECTION FROM IMPACT BY AUTOS BLDG. BUILDING F.D. FLOOR DRAIN O.C. ON CENTER STL. STEEL B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, BLKG. BLOCKING FIN. FINISH ODWH ON-DEMAND WATER STOR. STORAGE DROP CEILINGS AND COVE CEILINGS: PLUMBING: B.O. BY OWNER F.F. FINISHED FLOOR HEATER STRUCT. STRUCTURAL ROSARIO C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN: SOT, BOTTOM FLR. FLOOR O.F.C.I. OWNER TO FURNISH, SUSP. SUSPENDED BWP D. AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT THE CEILING AND FLOOR LEVEL WITH AN APPROVED MATERIAL TO CAB H T BRACED WALL PANEL FDN. FOUNDATION CONTRACTOR INSTALL 4 G TONGUE 4 GROOVE RESIST THE FREE-PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION: 101. NO PLUMBING OR DRAINAGE SYSTEM OR BUILDING SEWER MAY BE COVERED, CONCFALFn OR PUT INTO USE UNTIL IT HAS CAB. CABINET F.O.G. FACE OF CONCRETE O , OVERHANG TEMP, Thrfl-ERED E FOR SITE-BUILT CHIMNEYS AND FIREPLACES, FIRE BLOCKING MUST SE A MIN. OF I" THICK AND SUPPORTED ON METAL BEEN TESTED, INSPECTED AND APPROVED I UPC SEC. 103.5.1.3 ] CSMT. CASEMENT (WINDOW) F.O.S. FACE OF STUDS O.H. OVERHEAD THK. THICKNESS STRIPS OR METAL LATH: CENTERLINE FT. FOOT OR FEET OPNG. OPENING T.O. TOP OF F. FIRE BLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQ'D AT THE LINE OF DWELLING SEPARATION 102, PLUMBING SUPPLY PIPING SHALL SE TESTED WITH WORKING WATER PRESSURE OR, EXCEPT PLASTIC PIPING, 50 PSI AT CLOG. CAULKING F.E. FIRE EXTINGUISHER OPT. OPTIONAL TV TELEVISION PRESSURE I UPC SEC. 609.4 ] CLO. CLOSET FRPLC. FIREPLACE PH PHONE TYP. TYPICAL GENERAL NOTES 42. FIELD-CUT NOTCHES, ENDS AND DRILLED HOLES OF PRESERVATIVE TREATED WOOD SHALL BE TREATED IN FIELD IN ACCORD- CMU CONC. MASONRY UNIT FURN. FURNACE PIC PICTURE (FIXED WOW,) U.N.O. UNI E% NOTED ANCE WITH AWPA MR I IRC SEC. 311.1.1 ] 103. PLUMBING DRAINS SHALL BE TESTED WITH WATER FILLED TO THE HIGHEST VENT IN THE SYSTEM OR 5 PSI AIR PRESSURE COL. COLUMN GA. GAUGE P.I.P. CONC, POURED-IN-PLACE OTHERWISE [ UPC SEC. 112.2.3 1 CONC. CONCRETE GALV. GALVANIZED CONCRETE V.T.O. VENT TO OUTSIDE CONST. CONSTRUCTION G.B. GRAB BAR P. LAM PLASTIC LAMINATE VERT. VERTICAL 104. ALL PIPING PASSING UNDER OR THROUGH WALL SHALL BE PROTECTED FROM BREAKAGE APPROVED PROVISIONS CPT. CONTINUOUS GLU-LAM GLUE-LAMINATED PLAS. PLASTIC VEST, VESTIBULE FLOOR FRAMING: SHALL BE MADE FOR EXPANSION OF HOT WATER PIPING. VOIDS AROUND PIPING PASSING THROUGH CONCRETE FLOORS CPT. CARPET GR. GRADE PLWD. PLYWOOD VIN. VINYL ON THE GROUND SHALL BE APPROPRIATELY SEALED [ UPC SEC, 313.1 1 C.T. CERAMIC TILE GWB GYPSUM WALLBOARD PR. PAIR W WASHER JOB NO.: ROSARIO DIA. DIAMETER FIB HOSE BIBB P.T. PRESSURE-TREATED W/ WITH 51. JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY APPROVED FRAMING ANCHORS OR ON D DRYER HDWD. HARDWOOD R RISER WC WATER CLOSET DESIGNED: LG 105. HORIZONTAL PIPING SHALL BE SUPPORTED AT SUFFICIENTLY CLOSE INTERVALS TO PREVENT SAGGING, PIPE SUPPORTS LEDGER STRIPS NOT LESS THAN NOMINAL 2" x 2" I IRC SEC. 502.6.2 1 FOR ABS MAY NOT EXCEED 4 FEET ON CENTER I UPC SECS. 314.5 4 314,5.1 1 DBL. DOUBLE HORIZ. HORIZONTAL R.D. ROOF DRAIN WD. WOOD DRAWN: DF DOUGLAS FIR HWT HOT WATER TANK REF. REFERENCE WOW. WINDOW JR 52. ALL JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS 4 OVER SUPPORTS WITH 2" NOMINAL WIDTH BY FULL JOIST DEPTH SOLID BLOCKING, RIM JOIST, JOIST HANGER OR OTHER APPROVED MEANS. NOTCHES AT THE ENDS OF JOISTS 106, WHIRLPOOL BATHTUBS SHALL BE PROVIDED WITH A REMOVABLE PANEL OF SUFFICIENT DIMENSION TO ACCESS THE PUMP D.F. DRINKING FOUNTAIN INSUL. INSULATION REFG. REFRIGERATOR W/O WITHOUT DATE: 10/25/2017 SHALL NOT EXCEED 25% OF THE JOISTS DEPTH AND BORED HOLES ARE NOT TO BE WITHIN 2" OF THE TOP OR BOTTOM [ IRC CHAPTER 29 1 DN. DOWN INT. INTERIOR REQ'D REQUIRED WP WATERPROOF DR, DOOR KIT. KITCHEN RM. ROOM W.W.F. WELDED WIRE SHEET OF THE JOIST. HOLES ARE NOT TO BE ANY BIGGER THAN 1/3 THE DEPTH OF THE JOIST. HOLES AND NOTCHES MUST NOT BE WITHIN 2" OF EACH OTHER. NOTCHES IN THE TOP OR BOTTOM OF THE JOISTS SHALL NOT EXCEED 1/6 THE JOIST DEPTH 101. SHOWERS AND LAVATORIES TO HAVE 1.5 GALLON PER MINUTE LIMITER. WATER CLOSET SHALL BE L8 GALLON/FLUSH MAX. DTL. DETAIL JST, JOIST R.O. ROUGH OPENING FABRIC AND ARE NOT PERMITTED IN THE MIDDLE THIRD OF THE SPAN I IRC SEC. 502.1 1. FOR NOTCHING AND BORING OF MANU- DW DISHWASHER LA LAVATORY S t R S 4 ROD XO SLIDER (WINDOW) 1 FACTURED FLOOR JOISTS REFER TO THE MANUFACTURER'S SPECIFICATIONS AND FOLLOW THEIR RECOMMENDATIONS FULLY DRAWING HATL. MATERIAL S.F. SQQUAUA RE FLAT 7 • EA. EACH HE HEM-FIR SGD SLIDING-GLASS DOOR • • M INS IMINS IMIIIMINIMMS FOR OPT. PATIO I LANDED GENTRY I ROOF ONLY I I � - ` ` r, I HOMES AND COMMUNITIES I C� I,4 I I 1 REVISIONS BY: I / I I 1 I ' u� I 5 - 10 - 19 JR I / F I j 0 Fm;II MailMarlirr \ ELECTRICAL PLAN KEY I I �- WALL SCONCE 4. g \ I I N RECESSED CAN m - . 1 I / 4- CEILING FIXTURE r".(1rV eL I i / aq EYEBALL CAN - A _ - -- �� - r, W �- I - • Aso SMOKE DETECTOR w• 0 I HANGING — /' \ _ o I I EXHAUST FAN/EXHAUST FAN W/LIGHT I \ I FIXTURE $ LIGHT SWITCH I1 $3 I 3 WAY LIGHT SWITCH I ` 1 1 I $ 4 WAY LIGHT SWITCH a } I a T I1` CP- $ TIMER SWITCH $ — — } — ,1 14D 1 Q 1 ' 11 I rvR� WALL OUTLET 120 VOLTS lizt OPT. CLOSET / II ' 11 1 I I v D I III I 220 VOLT OUTLET(DRYER&OVEN PLUG) St4a I F = _ dia 4 I I WATER PROOF GROUND FAULT z II I .O 1 TO HOOD INTERRUPTER OUTLET 120 VOLTS MINC.) z V \\ SD / 61 ' III �j�J a MICRO I GROUND FAULT INTERRUPTER a II la 9 EX. FAN / ' a RANGE W/ 100 ll OUTLET 120 VOLTS IIDo _ • GFM MICRO HOOD �+ �n - -_ \ � I ? / rvTom- TELEVISION,TELEPHONE r II I, D iI O O a ABOVE 4 Q AND INTERNET MODULE xsCO Q 1 PULL CHAIN LIGHT t / — 117 ITCH T �i _ \ IDPOSAL I • WALL MOUNTED LIGHT \ \ T2th ,yt' y \ / I I _I I ® HARDWIRE OUTLET �Q „ �e \ P,:;:_ p��— NOTE: WWI DEDICATED TO + c S REFG. I II NWT �FREEZETED TO 4S A.F.F.AF,F, e \ / _ _ _ _ _ _ _ _ , • SMOKE DETECTOR(SD)SsD110VINTERCONNECTED FREEZER �J FREEZER (TYP. ALL �\ �� tc_ 1�I WITH BATTERY BACKUP 0 o GARAGE o , = a OUTLETS) o / • I (OPT.) I o (OPT.) I / ��i ' cteN / _�' \ Q / S \ i I _ _ � ---a- TO INTERIOR - \+- so GARAGE LIGHTS I \ / ,* �} ' TV/TEL> V C e CEILING HANGING\ 4 I ' - I II FIXTURE \ i I C II \ , \ - I II \ 3 V � x � —� - /� 1�, a I ii r � . � � � \ ii _____ TO EXTERIOR ► GARAGE LIGHTS - _ —I _ - — - /' I I I r / 3-CAR GARAGE OPTION MAIN FLOOR ELECTRICAL PLAN SCALE: 1/4" = II-On SCALE: I/4" = 1'-O" ROSARIO NOTE: MAIN FLOOR EXCEPT FOR EXHAUST FANS AND SMOKE DETECTORS, FIXTURE LOCATIONS ARE DESIGNERS SUGGESTION ONLY (VERIFY ALL FIXTURE TYPES AND LOCATIONS WI ELECTRICAL PLANS OWNER), EXHAUST FANS TO COMPLY W/ 2015 IRC M1503, FAN NOISE NOT TO EXCEED 1,5 BONES a 0.1 INCHES WATER GAUGE. EXHAUST FANS TO BE VENTED TO OUTSIDE AIR TYP. VERIFY ANY ADDITIONAL LIGHTING, A/V OR COMPUTER WIRING REQUIREMENTS W/ OWNER AND/OR BUILDER JOB NO.: ROSARIO DESIGNED: LG INTERIOR LIGHTING: A MINIMUM OF 50 PERCENT OF ALL DRAWN: TP LUMINAIRIIES SHALL BE HIGH EFFICIENCY LUMINAIRIES. DATE: 10/02/2017 EXTERIOR LIGHTING: LUMINAIRIES PROVIDING OUTDOOR SHEET LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICIENCY LUMINAIRIES. E 1 • • moliNir imminn MIMI LINE OF OPT. ROOF BELOW MIND IIIIIIIIIIS ENNI I I I I LANDED GENTRY I I HOMES AND COMMUNITIES I I REVISIONS BY: 5 - 10 - 19 JR O 0 - ELECTRICAL PLAN KEY n II -Cr WALL SCONCE II II all RECESSED CAN 16 CEILING FIXTURE I II � + EYEBALL CAN I II 1 / Sso SMOKE DETECTOR 0 - -KJTv/TEL V I / TvrtEL> Q- EXHAUST FAN/EXHAUST FAN W/LIGHT\ / $ LIGHT SWITCH \ $3 3 WAY LIGHT SWITCH LL; \ O ‘ / $4 4 WAY LIGHT SWITCH ' SWITCH � II � TIMER i II - - - r - - - '❑ i., I / i II i� - T- _ _ _ '/ II II \ W1 ... / II WALL OUTLET 120 VOLTS / II �k S Sql ttny SDII r It Sep V -. 50 GFM. / 220 VOLT OUTLET(DRYER&OVEN PLUG) 111 H I \/ \/ WATER PROOF GROUND FAULT (MIN.) 0 50 CFM._ �00, / INTERRUPTER OUTLET 120 VOLTS EX. FAN Ii /\ EX.(MIN.)FAN ,0 / / jQ /\ A \ _ -. - H GROUND FAULT INTERRUPTER p / (/ dim OUTLET 120 VOLTS I �� \ N T� TELEVISION,TELEPHONE 'qq - t - - _ _ I/ I 3J4 _> ; Q Q AND INTERNET MODULE ...HDv I , II 111 Z �/ lJ p ,o111 10 p PULL CHAIN LIGHT �/ k /n� 1 \\ MAIN r / }�i3Fi:.. ,L'_. `\ ° FLOOR - — - --(Y} SD ?.z \-�, / / I / .... II S�� 50 CFM. �} WALL MOUNTED LIGHT , \ I r I / k / Gqg (HIN.) ® HARDWIRE OUTLET r I / ` ,. 1 _ ` I 44 F = = = 1 / - - - FURN� ' ILL _ � EX. FAN I I 1 - / �\ � » NOTE: S a SD I r•. ° D Q — " — _ -L 1� -J s�110V INTERCONNECTED � I SMOKE DETECTOR SD r+ 4i0._ _ g1 / - 1 � / \ss - 1_�t I I h n / WITH BATTERY BACKUP 3 „ I OI I U / II / I II A IL eabw - OI "/ / Id I II / DiyII 5sm \ II ICI l III` 1 '. _ H / m 1 /' • 11 / / // LL , W. 50 CFM. 1 / I r m / - � / RI - (MIN.) III 1 � 3IIII \ 1 _ 01 EX. FAN / I III TvL ailI 50 GFM. a I d 41T� 50 GFM.II II- ,._ \ rt 411 / (MN.) a Q 1 U I / EX. FAN Q U EX. FAN Q II. 13 I AI / C A 1I 41 OI / Z CLG. VAULT / - O COASTAL I vAULT �I , I /• 0_1AOII CO I 01 I O / \ I U!I I I a \ I _ _ ZI 1 Z_ I I // ' 1 II � � / / II 7:11 I II I 1 I I II \ / II I II` } QIII \ / II I I I it I ,`�H,. I _� 1l II I QI C I — I I { Q �L _ \I 1 I _I of I U U L. L ` 1 I 111 I III i il-r II ILII---1 I I >i li ►cam - - — � MASTER SEPROO1"I OPTION UPPER FLOOR ELECTRICAL PLAN SCALE: I/4" = 1'-0" SCALE: I/4" = I'-O" ROSARIO NOTE: UPPER FLOOR EXCEPT FOR EXHAUST FANS AND SMOKE DETECTORS, FIXTURE LOCATIONS ARE DESIGNER'S SUGGESTION ONLY (VERIFY ALL FIXTURE TYPES AND LOCATIONS WI ELECTRICAL PLAN OWNER), EXHAUST FANS TO COMPLY W/ 2015 IRC M1503, FAN NOISE NOT TO EXCEED IS BONES o O.I INCHES WATER GAUGE. EXHAUST FANS TO BE VENTED TO OUTSIDE AIR TYP, VERIFY ANY ADDITIONAL LIGHTING, A/V OR COMPUTER WIRING REQUIREMENTS W/ OWNER AND/OR BUILDER JOB NO.: ROSARIO DESIGNED: LG INTERIOR LIGHTING: A MINIMUM OF 50 PERCENT OF ALL LUMINAIRIIES SHALL BE HIGH EFFICIENCY LUMINAIRIES. DRAWN. TP DATE: 11/03/201 7 EXTERIOR LIGHTING: LUMINAIRIES PROVIDING OUTDOOR SHEET LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICIENCY LUMINAIRIES. E _ 1 , 2 1 Lower Level Walls, Floor Diaphragms.and Lower Roof Framing { ) r Wall Cantu& -Copvrt ,t.Con_struct_ionCalc_,_Inc(CCI) 1/8 11, - Strueturat S4ea _Tieal Sh Wall C ut Sym l T Standard Structural Specifications©— Copyright, Tim K. Garrison, P.E. All floor sheathing is 12FD,typ. MATERIALS AND METHODS: Roof diaphragms are 11RD,typ. luLl This synpbol Indict s cared s wall or anel,the, type peg callowlow. i \Palls thont tlus's bol not dedi tree s walls.use code-start construction. BASIS OF DESIGN-APPLICABLE CODES: Provide and install all materials in accordance with manufacturer's requirements and recommendations. It is la 1 P\Y � I contractor's responsibility to ensure all field personnel understand and adhere to this. �:14. 1-; Mint length o shear 1,ft. Code.The designs herein are prepared in accordance with the 2015 IBC. Construction shall conform with 3.4 t If '\Y",cans t entim Wall per 's ca11o ,with "tumum itdividual'parl i indicated on plant • the most recent building code adopted by the approving jurisdiction. W I - - Shearper General Construction:CONVENTItr redrill alNAL WOOD nail FRAMING:hoes where re uired to avoid s littin Connect all wood members If NS ,rn Not a Wall. coldcode m um. Calculations.The calculations included herein are only those required to ensure compliance with code.We per the Plans and applicable building code. Where Structural Plans do not specifically address a structural g 44 , •I s•s,, 3 SSIB0 do not intend to compute every structural element nor every load combination. Much of our analysis is"B[' V •element,construct said element per minimum building code. I i Top of anchor (By Inspection.) Framing Material. All sawn framing lumber,not including beams,posts,and columns, shall be Spruce Pine i • " I Top ��to nip LIMITED SCOPE OF CONSULTANT'S WORK: i Cary, Nails Sind Stud mad Nail Edge Sill I Field I i plate& Block- framingparall Top of ' spc'g I Fir, Hem Fir, or Douglas Fir-Larch Number 2 or better, unless otherwise shown.All sawn wood shall [� i I city, , Topplate lates ' unau at wall to j Bottom 1 Consultant.The consultant in responsible charge of the work indicated herein is Tim K. Garrison,P.E., have moisture content less than 25%. _I> 1 min. wind/ Sheath- ,or height,'spaeg, Stud (see spiel @ p- perpen- 1 Mud sill embed- doing business as ConstructionCalc, Inc, hereafter indicated as"CCI. Studs. Studs in exterior walls shall be a single member(not spliced nor discontinuous) from horizontal r i i Call- seis, ing, Sides of screws,! max., mat., size, std st'I Stud ' Plate, ' splice, li w/edge I ported I or rim dicular plate'to anchor to', went, Scope of Consultant's Work.The scope of work of CCI is limited to structural lateral analysis of a new diaphragm to horizontal diaphragm(horizontal diaphragms are roofs and floors that connect to exterior "" out Eh,p11 min. I wall size ft. In. min. specs)r , sp ) spae'g,in. min. min. nall'g edges blk'g framing! framing concrete in. single-family residence as follows: walls.)Use balloon framing at stairwells, openings in floor diaphragms,etc. Stud size, material, and = _ 1 Con't i maximum length between diaphragms is shown in shear wall table. 1 • 10 24 2x4 Sawn 4 % 1s ng Can't Inclusions: one, - 6/12®16 ' li +blkg or sheathin �518"j-bot O Lateral(wind and earthquake)analysis. Nails: Nails called out herein are"common"sizes, i.e. 16d, 12d, l Od, 8d. Smaller diameter, similar length' 10 ; g! or Sl8" q ) Y nail gun nails maybe substituted provided 50%more nails are used. For example if 8, 16d are called out, I. 7/16" either shearhing1 H2.5 or or 16d @en H O Attachment of mono trusses across garage door wall. the number of similar length.131 diameter nail gun nails required is 8*l.5 = 12. As another example if led' E C j El ' �° 1PW 168/ OSB or side, 84 14 16 2xti Sawa = b/12@1S 2x4 /8- 2x2x NA or A34 3DWC 4 SDS Tiw/3 D,ill 72/4 ar LTP4 1560Q 5 Exclusions: nails are called out ai 4" spacing,the spacing of similar length, narrower nail gun nails shall be 4/I.5 =2 7 . I �� 3 I20 1 o- apply18 12 2x6 Sawn bJ12@I2 16d at 36 @ 24 @ 12 . MASA or Shear Walls: Walls called out as shear walls on the Plan shall be constructed per the Structural Shear Wall pod directly „ " „ wahr. Or O Gravity analysis(beams,joists,headers,rafters,columns,trusses, foundations,and related �� ,� / to studs - I matt. See max. See' See MASAP connectors)This was by architectural designer. Table herein using materials designated for lateral load resistance by nationally-approved manufacturers o _ All shear walls must be positively connected at top and bottom to diaphragms. Walls not specifically called c, --03,.. t--- 22 12 1.75x5.5 LYL 6/12@t2 Di CD. D3 CCI takes responsibility only for items specifically addressed in our drawings and calculations. Constructed out, or tabled"NS"are not intended as shear walls and shall be built per minimum code. items not specifically addressed herein shall be built per minimum code. Sheathing."PW" walls, use plywood or OSB, minimum thickness and nailing as indicated in Shear Wall Sim.,or LOADS Table,oriented either direction "GW"walls are drywall shear walls, useper Shear Wall Table. - a 490/ 4/12@16. % lbd@3" ryw 2PW (same) (same) (same) 1 (same) 16 (same) "(same) (same) (same) (same) Zit (same) (same) (same) 36/4 _ 350 or 12 I II or SD5 I Following are the loads used for the subject design/analysis: Sheathing Joints. Use blocking behind joints if indicated in the Shear Wall Table. With"P W"and"OW' } @ 9 O Roof+ceiling dead: 15 psf 0 Interior wall dead: 7 psf walls, no sheathing joints are allowed within 2-feet in any direction of a door or window corner. i li O Roof snow: 25psf 0 Seismic Factors: Ss= 1.113, S1=0.44 �t Discontinuous Top Plate. Where wall top plates are cut, omitted, or otherwise discontinuous at a header,The O Floor dead: 15 psf 0 Seismic Des Category: "D" end of the header shall be connected to the remaining top plate beyond with a horizontal CS 18 strap with v. O Exterior wall dead: 10 psf 0 Wind Exposure 'C', 3-sec gust: 110 mph. minimum 12" length on the header and 12" length on the top plate beyond. Strap may be on top, inside, or - outside of wall. 1 SINGLE PROJECT: 1 - 4.g 3•t Structural Calloutsc-Coavrieht ConstructivuCalc,Inc(CCI) The calculations,drawings,notes, specifications,and/or tables prepares by CCI are valid only for the11 project indicated herein.These documents are not valid,are not applicable to,and shall not be used for any 0 PA IPer Architect I •5v * Structural Item:This item and related connectors shall per architect/designer. otherproject at other location. ® _2.5 W - a t '\Ex7 f Diaphragm L 8oJ lI RD 7RooShea Capacity:Good for Eh=230 -seismic Eh=322 If-wind.Maxratio=3.1. -- - any i COMPETENT CONSTRUCTION PERSONNEL/SAFETY: • r Only competent personnel familiar with construction and safety practices germane to the project shown - Ask �`' �r ( plf + - P aspect * Framing:Trusses or rafters.2x at 24"OC,max f herein should be employed to assemble and construct the work. lin - Framing Connection at Support: Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards. D 4 Where connected to shear wall,connect per shear wall callout-top of wall. _ - Contractor assumes full responsibility as to construction methods'used,safety provisions employed,and the - ;Where trusses or rafters connect to beam,use H2.5,or A34 with screws or similar, finished as-built condition of the structure and related systems. -- — _— - At ledger,connect per ledger callout. t * Sheathing:7/16"min.,OSB or CDX plywood. iSheathin La out:Case 1 per IBC 2306.2. 1 . 'Nailing:Use 8d at 6"edges, 12" field. boocking:Not required except at supports and at connections to shear walls below. 12I FD ifloorDiaphragna I I Sheathing:With joists at 24"or 19.2"OC,use min.,24 oc rated, APA Sturd-I-Floor;either 3/4"species group 1,or 7/8"species group 4.May be OSB or _ , ! :plywood,Good for 130 psf,TL @ L/360 deft. Upper level Walls and Upper Roof Diaphraitm 118" - 1 * I I- --- } Roof diaphragm is 11RD,typ. Sheathing: With joists at 16"OC,use min., 16 oc rated, APA Sturd I-Floor,min., 19/32"thick.May be OSB or plywood.Good for 245 psf TL @ IJ360 i I defl. - - -f - * ( + ' K y per O - }Sheatlun La out Case 1 er IBC 2306.2.1 1 r • - !Orient sheets continuous over two or more spans,with the long dimension across s_pports 1 W * j -_,Nailing._Glue,and connect with 8d ring shank nails or#9 screws,at 6"edges, 12"field. - lima i - © * !Blocking: not required except at supports(beams)and connections to shear walls below. / 17 RD Alt 1-Holdown Embedded Strap Type. - - -- T 9.8 75 4 * • IM_ia,Capacity_Good for 2185 lb iTlift. - -__-- --_ * r IHoldown• Use LSTHD8 for no rim joist c__ -_- - - --- i ,-_ __ _ �._ condition. -----'-- ---^ r---- - TI Typ.shear wall TOP i - Typ.shear wall TOP I 1 _ _ -_ -.--I i ..--_ - -�--- -' _ .- - _, - For rim joist Condition use LSTHD8RJ.--- _- - —___ -- -•-- --- t - --. D1 D2 TYp.shear wall BOTTOM ' I connection-framing parallel connection-framing ii D3\ , Typ. lower roof connection to I Parallel * 1 Walls:Use 16, 16d to full-height stud as follows. / connection on framed Perpendicular KD8°), I + ! or rim or can't blocking,NTS perpendicular.NTS f floor,NTS I Condition ! shear wall. J Condition __ C * _ LStud:Use larger of: king studas speed elsewhere;or choice let, or 4x. -_-----__-_ __ _._ ____ - j i M .ram I- _ Alt Holdown-Bolt e - _ - - TiuSS.� _._..__ ________i i i N . * T-__tHoldown: Use HDU2. __ _ _ T $4,oil favored- }. - SGtEw Oa - * --- -- — ear op. I BogOn .f • Spy , Oe ___ ids: Use 6 SOS llA x 2.5 to full-height stud per above _ Ame J,151,XLS A emir { wFAt unu Rust Sat ALtfj S W uG,cfirt4 OUT fsK PEQ I -I , * I Anchor Boit: If wet set, use 5/8"diameter SSTB 16,or 5/8"ail-thread with nut and 3"washer on embedded end.Min embedment'"12".Its tong to fit in BLwq _ 7wk DS a¢. GAu.ouT - }l- ( succ i A,./n.5 at coot Mai. Cwt4.perF tsa�sn.l.oK 0 \� . �f�. (footing,bend 90-degrees at bottom of footin_g,maintain 3"cover at bottom of footing. _ -.._-_- --___ _ __ __ __ _ _ __-_- -- _ .- _--_ _-..._ ' SR E ,� Pert C ti.tnrrT Lowee I--- t. - - _ _ •__-» _ .___- __ -� Mfi4E GGu.,u4 ,z Corr Hl .14��iu1 - ,. /\ ® epoxy,with 6 min concrete embedment,centered in stem wall. """ t`F4 $PYLi5GD00 na. if rotohammer,use 5/li Titen HD or all thread&e "6' A-- n -- i—- i W goer `1 77 KS King Stud *f ( Sp,L6,ue i �-�' I f sN cAc. t= -j ® * General_If header is continuous to corner,connectstuds to header with A34 and screws,typ.Disre-gird We remainder of this catlout. r s-+trwa. �+.Ac.l. , ---r I H t.E DIA ER �A, * If header spans the opening only it not extend to corner),at header end use ram 3,kin studs,continuous bottom late to to late. F Pert RAJ R,-,ot r.Mez ,v. W'. ® ._- - ._ _: ._ - _ -- v _ _ _. _-_- _ _.. _.-. _.. T 5- + F Fart I i ID Support trimmer(s) flange hanger per plan or Arch. $ -_p_._ P p -_ co.,-r Borg i I _ — - S d Su art header with trirniri s or concealed fl e 'au Ss ea 2AFT6e - -- " - - �-u gW :ea' P Act 5 a Lag/ ( , 80 L Led er Roof Diaphragm ' Detail "TP; ( k S Totsr.4a t_ ,I I Bs oa ' flu 5 DS t g5 (-1- 1171111P * ' -- for cormectmg run or header, S gel 12 gg connecting o Aix., CpLizeo i i I fin,4. O v LiSk !Ledger Connection Where a ledger is called below,if W Bader use SOS,or Led LOK at max "OC staggered.If Conn is to �r�¢ ithh, E• - + studs,use 2,SDS or LedgerLOK per stud. D80 5grn„ru. — A3t. ' ACT N z 5. ; Act. ',PALL sHeAz Illr ,, ? 3 - Length of SOS or LedgerLOK=full depth pcenetration into rim,or 2.5"min embedment into solid framing._ _ __ °*`"` i I T^r'F - " 5 ca"„y Pry Pw o� M c ��//66���[[[. 3 °_ Mindistance of connector to end of led er or lieu=2".Min ed a distance to " cc,uwy .t i S sr*pY ma. a uq,,..-.a I < T2us5 Top N ... --- g sP S -- or bottom of lodger=2 __ .. e" w flaw s owc,scoo �` ' wEw Tn CNoa o orz r a * 'Framing Connection to Wall,,General:Use any of the follow_ ing,whichever is applicable_ Tor of _ -_ - -- Lso4b4 uS Rafters Pe endicular:Use 2x or LVL ledger,min height to match rafters.Apply ledger over wallsheat ing._Use hannnnnceers to hangrafters on ledger.-- ?et Ravi ` ! n 1 r I Parallel Rafter or Truss To Chord. Led r bet chord of truss or last rafter or similar. Lg er to be laced over wall sheathing.: _-- _ _.�7 Top -Tr- ?et 8 K4 car I j ! Mono truss mounted flush t r - 'Mono Truss Top Chord Perpendicular Use continuous 2x blocking between trusses nailed through wall sheathing with 16d @ b"OC to solid wood '-/- , I with wall t backing(continuous rim plate,ledger,or blocking) - - L_ _-- - q,., r wau ,t Mono Truss Bottom Chord Perpendicular - __ - 4 xt+trH,uq I I -t I +sEaM oa ! i t sets.) ag. - �� - [Mono Alternate_' Hang bottom chord with hanger mounted over wall sheathing to solid wood:backing(run,plate,ledger,or blocking.) ._-- - -_. _ - - -- Wax �P of SµEArC F>„ ! l R I p Alternate 2 Use min.,2x41edger let in to truss bottom chord Ledger to be placed over wall sheathing and connected with min.,3- 6d @ 24"max spacing. Wax ,. Yore CALiou NS Sf +hkl:/ie<. . __. - Z.i s3 ! ---- -_-- . --- -- _.-._ 1._. _----- . -. -- -- ---- ---- - - ® * Roof Diaphragm Connect roof diaphragm to ledger with 8d ring shank or screws at 3"OC. .- i - ! I +C.c.,s1r \ 11 4.1; . s.s 4.3 24 { - ail PillSOMIS #5T. �t*T riltw I t3AcKiµ4 /... , Kb \ W _.. SNFATN3rJF 4 J i Memo 4 / -1Th.cS .. - . cst2x144 i I"r I ' _ EkTrturos (� {Aaig> It . H± AU �T, ._ a SOLID II ��,nj BAlt. �l aA�uliy - �e Tim K. Garrison, P.E. ConsultingEngineer i2316 Antone Way Anacortes,WA 98 221 7imG@TImKGarrlson.com v / of I 9 (360)708-1865 (Ta ass 440ttE70 - Structural Lateral Analysis: New Home at 1911 , OA • +K IT may vntY i Orchard Place (Lot 17), Anacortes, WA _d `� �'',,. v., Y� Mcti, ) cei Client: Landed Gentry Homes and Communities 'I � Building Design:Jack Reinstra 71,,b/i Job Number: T19075 r 9 a • Date: July 30,2019