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Permit File BLD-2019-0629 1207 6th Street (5)
ALLEY 104 . 95 ' CONSTRUCTION -2= MICHAEL AND JODIE HUBER ELVELV= 98.17 1211 6TH ST. 100 , ,, __- --- --_--- ENTRANCE , A 7----- WA 98221 ANACORTES ZONE SETBACK LINE p / N _ DRIVEWAY 0 P55398 r _ CITY OF ANACORTES N co . 35' square feet y� __ ELV — �� ,! 1 y�� PLAI1 N F & BUI:DovINED:::PT: j5' � r �8.5/ / Ar PROVED LAN^ PERMITtJ: q '�QI _�1 ' i ADDRESS: 1 2 1 / f 'PROPOSED BUILDING ,PRovEDeY:,{ y 6' FENCE V I a F 4� 1 SUBJECTTO EIEI D INSPECTION. AP DRY WELL HOUSE 1475 SQ.FTSHALL NOT BE ,z,TEREDWITHOUTAUTHORIZATION. 55' / F 7 '4' ' _ 15' GARAGE 1046 SQ. FT. I ELV. TOTAL 2521 SQ. FT. FILE COPY -- _ AVER. 98.25 ,������ ELV GARAGE , y air r \8.8/ ELV. LOT SQ. FT. G r -I W/ADU \77 Co I BUILDING 1 r Q COVERAGE 24% PORCH r� p z cn R. A ELV. it `8/ a , IMPERVIOUS SURFACE 19 PORCH PORCH HOUSE 1975 I I GARAGE 1310 ELV Y_ _ DRIVE WAY 812 \88/ \ EXISTING SEWER LINE SIDEWALKS 561 s s s s Is s - s' ti TOTAL 4658 SQ. FT. PROPOSED SEWER LINE k CO 1:) //v \ CY) • / N _ HOUSE 8' + SEE ATTACHED DRAWINGS LU / \ / SOIL STOCKPILE cFOR LANDSCAPING DI r ELV. W / C r _ 21 AVER. 98.75 0 ' 54 . m ELV. ELV. I i �8.5� 98.7� I I { 30 . 06' i\ ° PROJECT: HUBER RESIDENCE & GARAGE W/ADU / pz\ HUBER MICHAEL W \ / $m 12814 127TH AVENUE SE \ / 3SNOHOMISH, WA 98290 N - z 425 239 7333 / — , . •• _ � . _ .` _` _ ZONING: OLD TOWN � ` BUILDING CODE: 2015 IBC a : - : - : - :- : - : - : - : - :w : ` : 3' > SINGLE FAMILY HOME WITH DETACHED _� _ `_` GARAGE W/ADU ZONE SETBACK LINE . � . � .� .�. ` - -� � - � - WOOD FRAME CONSTRUCTION vt E8851 _.RAIN GARDEN/ OCCUPANCY IR-1 - = �290 sq. ft.4-- 1- \ ., . - HOUSE HEIGHT 25' ELV, ;CH O O _ . . . . . . _ ` ' - GARAGE ADU HEIGHT 23' 4" GUTTER DRAIN . _` . ` , " , ' . ` .' _ ` _ ` .`_`_'_ ` . ' . ` . ` . `-.`_ ` . ` . `.` _ ' . `_ ` Tr \ SIDEWALK 9. CN :01119:01111 r NrELV = 97.57N _ ELV$= .18T�� a I / I - - a. - 1 4' MAX TALL STONE VENEER CONCRETE RETAINING WALL ELV 96.97 ELV 95.5 D \ '-` r C7 3 J FIRE HYDRANT 150'+- 3 CORNER OF 6TH AND M s. n 104 . 97 EXISTING CITY SIDEWALK SITE PLAN S/uV 'OR FOOTING DRAINS AND RAIN GARDEN OVERFLOW 2M SEWER AT CORNER ._ 6TH STREET S-tor wart cr D rai na9t Pi WO s 1 - j - - - = ,Q !� 4 r fi —_ a S \\V\ / ,. �� S1 ...--) e 5 Aaa en CS . \ � �$ Sur/ace drnIl7s I / 1 _ i awns.x�-� — 8� P C a3 3 Siff Fen cc., H v, e = moms vexes — /3 ierlP C / 03 N/ - I//s Fen c e 0.2- rtincJis o —' ` \• — C iS`i coo Cfe e (1�C15�jQt(t —'fir -- I ' \ �, a' ii• 1 OP 1 ‘.\ ----. v1 { tpt hi Ij i }_ 1 — _Tr _ _ �. - /� rnI C_ /,zp �Te_ti,P S� Q-eJ,y ci l 1 liii NZ T r it - - - --- - - -BAP C23S Stick/4/ fiiWA Jts 1 , I 6�� i i 1. - ! c)ra/., �rbnn Rana 6c r , overt N ( , \\� +7eD0t//n elrct/`Is -4 C/ e 1 r,�rai/, corncp 6-6-4 S� - - 41 4Ue - ill — - — - - Q n4 P 'TS ie G D.w�s p D crE st c, A — j <gl <2.) Dcrt COfnec'-6/4ins s pu-fA -er /�+ / ( era i o pT • DLI ( s - 7Svt S(j f"* roof a re_ cc ) —4 ✓l L Noi ® —Q1'� p �� ,yCMartiGc; rc,iei,\ \ � I�� 9 St t sLar7'�ac_ectre4q+ /� "JJ / i_ j - \ pi - I3i� P C zy > � 0 fiNtski p SRoi/,�,ec,E po/� c,r li 1 • �`� 6MP CIR�/ ? Ca�tiuc.�i r ca. '' ` � -- U�rtf� r Gc� ► cl�e� \/ e/`� ;h QL1trOHCC 1 tqleihtTle \ <S/ Lakidscr,pc well — /if" h/9A sa- _ I • m �/ /etoin h U/a // - hi 5ti c.4 JUor , j �� ,lt16 ammmiimmoirle pro pert-9 /i . n of / ye_ setont ' <t) /S --- _. ccepTi �i12•� • ICI lc 1 ��- C Sia- Stit Ft- t`N Vs I o li --- ------- DEC 1 1 2019 -.,Tv uF AP MUUH I ES Plant Legend Key Symbol Qty Botanical Common Key Symbol Qty Botanical Common Key Symbol Qty Botanical Common al 6 Symphyotrichum subspicatum'douglas aster Douglas aster j 1 Cedrus deodora'Aurea' Golden Deodar Cedar r 0 1 Cornus mas Cornelian Cherry Dogwood b 1 Acer palmatum 'Sango-kaku' Sango-kaku Coral Bark Maple jl 3 `Osmanthus heterophyllus'Fastigiata' Holly Osmanthus rt 1 Sambucus nig ra Black Lace Elderberry b1 -,4 ' 5 Lavandula angustifolia'Hidcote Blue' English Lavender k 1 Cercidiphyllum japonicium Katsura s 3 Cornus stolonifera'Farrow' Btoodtwig Dogwood Artrc Fire < c , 7 1 Acer palmatum Bloodgood Japanese maple k1 1 Physocarpus opulifolius'Center Glow' Ninebark t r 2 Euonymus alatus Burning Bush c1 - 5 Liatris spicata'Kobold' Blazing Star, Liatris, Gayfeather I 0 2 Chamaecyparis obtusa'Breviramea' Hinoki Cypress t1 10 Sidalcea hendersonii Mallow Checker d 3 Acer piatanoides Norway Maple 11 a Piers japonica'Katsura Japanese Pieris Katsura u _ 1 Euonymus amevicanus Strawberry Bush dl `Cr.) 1 Libocedrus decurrens Incense Cedar m 6 Choisya ternata Mexican Orange _ v 1 ,Fuschia magellanica Hardy Fuschia • e 6 Achilles x kellereri Yarrow mt 3 Pieris japonica Japanese Pieris v1 6 Thuja plicata'Whipcord' Whipcord Western Red Cedar I • el 6 Lonicera peteata Boxwood Honeysuckle 1 n 5 Cistus x purpureus Rock Rose w 1 Hamametis'Arnold Promise' Witchhazel f 1 Alstroemeria x'Staprisara' Lily n1 3 Rhododendron x'Dolcemente' Rhododendron'Dolcemente w1 9 Vaccinium glauco'Album' Himalayan Huckleberry f1 1 Miscanthus sinensis'Morning Light' Morning Light Maiden Grass o 3 Cornus alba'Buds Yellow' Dogwood-yellow Twig Bud x 12 Heuchera hybrid'Crimson Curls' Coral Bells . r g ' 3 Ceanothus'Julia Phelps' California Lilac ' ol 2 Ribes sanguineum'White Icicle' Cur rant,Curnt, Flowering Currant,Winter Currant 1 xl _ 6 Weigela Ronda'Wine And Roses' -Weigeta Spitted Wine "- g1 6 Mulenbergia capillaris Pink Muhly p a, 7 Cornus alba'Sibirica' Red twig dogwood y fit 1 Hydrangea quercifolia Oakleaf Hydrangea h ,"',1 1 Cedrus atlantica'Glauca Pendula' Weeping Blue Atlas Cedar , p1 9 Rudbeckia hirta Black-eyed Susan Or Gloriosa Daisy - yl 5 Schizostylis coccmea Crimson Flag Lily 3 Cedrus deodara'kart fucks" Deodar Cedar Karl Fuchs ' q 15 Cornus canadensis Bunchberry, Canadian Dogwood r z ""/ 1 Hydrangea quercifolia Oakleaf Hydrangea ft i1 r 3 Nandina domestica'Sienna Sunrise' Nandina Sienna Sunrise q1 3 Salix integra'Hakuro Nishiki Nishiki Willow zl 10 Iris douglasiana douglas iris Iris douglasiana arrw .....- 6th Street v SIdea' k IP (6) m (6) l (3,j1 , , r , .( nl (6)az 3) 'IA NI 3) Ci 3 S i395 T RainGardenA ii � � m © � °� ; 0 (3) o ,,),0 _ 4Q „ 1� „.4.' �, _III i� 1 ttlh, ♦ N Overflow Cobble45. (3) QI , I, ill �.�. r • 1274 l CA - �. U ` ` %A (5) Cl „---- (9)pile t � !;1 .Q v a (6) gl , � �II0 (9) wi • ,, RainGarden Inflow s ` + ' v)p (6) e - Pipe in Cobble w (Iz) x - w (z) of i _ p (5) 61(6) el - 4, : ,:' ;� r -� iFsbs aw. wr, - I . N N$. a 4, r" wr �� NI.1 1 i+l-e 71- co 10 tl © � ' (10) Zl ( ) tit 07 o Rain Garden Z 525sqft q i Zonel , 2 & 3 ' sgft Rain Garden Wood Fence 5' tall / I , _ ___ .. Zone 1 & 2 I w Al ., „, oti d-, � t i t Ai `At r x " t .,- .."' 'hryy� _J P`" t h t7A -, Y gip t lit % opt, ,fir i xt 'ka,r rk 1. Paver Pathways .k � S 89�`57'06` 0 . & Patio Sand set Gravel bed) 1 n4. 95 Flagstone Pathway Block Wall 18" high & Patio w/ Plantings Two 48 gal Dry wells in joints See Landscape Notes for Site Preparation Zone 1 - - - - & Planting Requirements Zone 2 - -- - - - - - Zone 3 - Property Boundary _ -- 20, Huber Residence -.. � - The Grounds Design by: 1211 6th St ca 1 Professionals Deby Konlwes RAIN GARDEN Anacortes, WA 98221 _ ' Award Landscape Design. Scale 1 /8" = 1 Cell 206-730-6293 See Construction Notes 6'-6" :-._< 44'-8" 6'_6" 14'-8" 8'-5 1/2" 14'-0 1/2" 7'-6" ''-10 5/8" 3'-6 7/8" 3" " '-10 1/2 3 1/-"5 1/2' '-5 1/P"'3 3 -" E2'--E-2' < 10'-8" 2 2-8 2'-8' u2-82 8 - r_ - -® o ® I H II UP � • N = � i 10 ® r _ _ il IE MO i I —II I I 3'-7 11E2' ` ' 10 j_— Study- dia �I1 i w =ATH ps 131-3„x• 1 '-2" M I Ifr. — I Ij s'_8" I - N 13'-3' I I I I V ® 7(SUN ROOM I1 °' I, 0" X 'S'-7" 14'_2"x 6'_7" s° I I P I I: ii X l I HALL co I 8, t..a�3' 2" — — z III �; -- I� MEDIAL TER STORAGE 7'-2" _ 9 ' z HALL AND LINEN = �R W39°16 ! 6 A r i� CLOSET 50 B I - vce vi p� $W .ni i ,em a ® 1 I `V tt, - M N COLU J� �� A - I Cyr T� N1'� "v I I:, LAUNDlug �E61� o06 6T-2 x bco c�„ ai i .I. \ .0 , f1a I co r I� U co 0_ — ` c� LIVING r` °° m I o = I -v Ill I �.��J w LU -I 14'_2' x 15'-8" CO m H r Ig Al. r w v I I U `I „ DINING ,4 A �� 0 11'-10"x 15'-0" N F - 4 y� I- PANTRY 8 ! I ~ ' U -,I �,� 6 �i I 7,_2„x 5'-0""— 3 I O II _J I M B0J621284 N = N !n ur N -' r— W C G w 0 C RAN E ASI ,� In I 9'-5 7/16 _ I C7 I FIREPLACE � _ _FIR I 61:gy�wesner l"te9m�etl)—s !— _--_ - I 111 a K 0 I I II ° I m 1 m a11' 11" = I it tILL I J `�L� �1A� �� ID'1I.fi1D'al��h v2aIr> �� 4 v -- I — — — - - - r I- In `n z 2 _ NWI� _ - - - m d o w < ��� ❑ __I__�I�Ir DOOR SL R092X 80 III1) 4. �J �J O O ��!Iii 2X6 FRAMED CHIMNEY WITH 0 0 I THIN BRICK VENEER Ui I I 14'-6" ; u J 1' 4" 1 11 1/ -8 1/4"1' 6" 3'-3 3/4" 2' 6„1 2, 6..9�', ,_ UG:y�2T PATIO 6' 6 1/2" 37'-2" 1 --� I 6'-6" 4'-10 1/2" 4'-10" 4'-9 1/2" � .. — 12' 10" — = 9'-10" 7'-6" 3'-2 1/8" < 33' 6 1/8" mI I 3'-2 1/8" � 4'-3" > - 10'-5" >-< 20'-7" 6'-6" _ �— < 7-107/8 >< 2 - < --2-6 >- 2-9 _ 6'I "1/ „ It 1 a •S I A � � — I — ® o I w, n A 12' I IKI - I— -feel' W r- A -r -, N ' LI = = I I=1 l— 10'-4 1/ ' 15'-1" _ - I I N FIRST FLOOR PLAN - e I __ - -_�' I U rn 1 � 3 5/4' 3 7 13/16 I N I z Q a LIVING AREA rn I OPEN BELO , A N� I c‘L 1199sgft - - - - N w I- - 12' s' 10.,x Ni o H1 t_ z ceLa DN BEDROOM 6X6 #2DFV"r - - 2 w 74 O v I 6 181_0"x 9'-114'-11" I i, o, = N-I WINDOW SCHEDULE SEIRR PACIFIC WINDOWS W/ U.29 A , ' JMBER QTY FLOOR SIZE WIDTH HEIGHT R/O EGRESS TEMPERED GLASS DESCRIPTION COMMENTS -' _ \� s° N � W 01 2 1 1468FX 16 " 80 " 16"X80" YES FIXED GLASS • flit* : L ; • • " . •I" �' I J o 02 1 1 1620AW 18 " 24 " 18"X24" AWNING VENT=2.04 - I N SITTING AREA \ v i 03 1 1 2036FX 24 " 42 " 24"X42" —YES FIXED GLASS VENT=4.63 + ssa v v SNGL CASEMENT-HR �'F— 1a'-s"x s'-s" A a 04 1 1 2036SC 24 " 42 " 24"X42" \ "` "' a 05 1 2 2036FX 24 " 42 " 24"X42" YES FIXED GLASS I `'' 1 \ S • I y, N 07 1 2 2036SC 24 " 42 " 24"X42" SNGL CASEMENT-HL - I N 08 3 1 2848DH 32 " 56 " 32"X56" DOUBLE HUNG o J °- hI \ CLOSET C� N FIXED GLASS v - .,.�. -""r rsBa,zb2R-I N °° 09 2 1 2620FX 30 " 24 " 30"X24" " - _ - s'-o°x s-a" 00 10 2 2 2034FX 24 " 40 " 24"X40" FIXED GLASS o I —�: / T&"x 5'-4" I _ kJ 'n N 3 1 2640DH 30 " " " " DOUBLE HUNG I N E IWilii. / I J r ] i I '`A 12 A8 30 X48IX ' 6 Z U 13 1 2 1834SC 20 " 40 " SNGL CASEMENT-HL v 0 269 DOUBLE HUNG r © / Er.)- _M- I 14 2 1 2648DH 29 1/2 " 56 " � � TER BATH \ - ~ TRIPLE CASEMNT-LHURHR N ® �41'-3"x64" / ( (n co 15 1 1 6636TC 78 1/2 " 42 " I 16 2 2 2646SC 30 " 54 " MULLED UNIT RO 59"X 56" SNGL CASEMENT-HRIN - ° v `• H1 N J I W N " SNGL CASEMENT-HR I I / 6X6 #2DFL L m rn 17 2 2 2034SC 24 40 24 X40 _ _ I En rn S 18 3 1 2248DH 26 56 26"X56" MULLED UNIT RO 78"X 56°DOUBLE HUNG 19 2 2 2034SC 24 " 40 " 24"X40" SNGL CASEMENT-HL VENT=3.5 - A I � A- / :? `" ''°2 11/ c0 w 0 < 20 1 2 2038SC 24 " 44 " 24"X44" SNGL CASEMENT-HR _VENT=4.85 v I /(m MASTER BDRM = I 2 _ z M 21 1 2 2038SC 24 " 44 " 24"X44" 0'-6-3f8v- � 17'-4"x 11'-2" Ni 2 5 ^' 0 NJ SNGL CASEMENT-HL VENT=a.as I I 22 1 2 2038SC 24 " 44 " 24"X44" YES SNGL CASEMENT-HR VENT=4.85 bi< 6'� 3/8" _ I I N -- I a — xo z o 23 1 2 2038SC 24 " 44 " 24"X44" YES SNGL CASEMENT-HL VENT=4.85 ao re--v 01 Z m Z v 24 1 1 2640DH 30 " 48 " 30"X48" YES DOUBLE HUNG VENT=6.41 fO - `o N —tit ' 8T'-11 '/g�1" „- - - - ,X — z I--I o `� 25 2 1 1636FX 18 " 42 " 18"X42" YES FIXED GLASS t 'I `-r 2-6' 2'�3 �< $r 15/16 >< 7 d 17$�- - I V- a m en fc 26 2 2 2646SC 30 " 54 " 30"X54" YES SNGL CASEMENT-HL VENT=8.17 L. 11' 1(1/16" S'�^'fi Sh„3.n I L, I ' _J N I o v v I ----I El H E i F 3'-6° 3' c 1 �-W v I DATE: -ger -2�ier5M9718"2-ii13r`''� 2'-9"I I L2'-6"3-E-- 8 -'-815/16" _I < 9'-6 3/8" - < 5'-9 1/8" = - 14'-8 1/2" --- 7'-4 1/8" - 9/26/2019 37'-4 1/8" > SCALE: SECOND FLOOR PLAN 1/4" = 1 ' LIVING AREA 723sgft - SHEET: A- i 51'-2" 6'-6" = - 14'-6" = = 8'-7 1/2" >'' 3'-7"—c 10'-5 1/2" 7'-6" 3 /2 —I-- �� u 11'-2 1/2" 3' gym. 1 H Il U l=�i S I UP III rl dr I\ I I .. * 3088 . Hi � � -- ,I�I•:Il.. - t I 1l J l= l ! - 1206Vr 1206VT W J- _ `� I I rl- - — r;: - - - 1 I 1206VT_ N W `I 'fi' UP - - 'S III i I mo_ _ I - 1 —� I! o _1 0 I ( I l l I I m 1. N I I � o SOILER� — I J � � � � I� I III I I `_7? / ® z I O N I / a • 11 r —I =-1 I 1 HI 7 4" jt 4'-6 i ^i /— N CRAWL SPACE ACCESS _ _ + — _ - I A I = I 11I \ I \ w EC/ I I r N I 18'-11" I I L — N o I j o M I _ I- - J PI I , I III z . 15-2 o< CRAWL SPACE c d 1 r II __r i_ OI -I BASEMENT o,T I nI �I 131-10"x28' a" tgm SLAB ON GRADE 11 I I .. ` KI 5§ I I 1 „I I zn L1- \ All on e I V I I �I ? I II CI ocj ILL zi-a' _ 1 f- 1 II u T II a � 0D I - - - - - - - D71 1 ` / 111 l u r III L n . " " n n ;" -,t, ' I r- — 1206VT � 1 " c' \, I I 1 bA 1 r- 41 - - — r. L J I I I I 1 1 I I 11 I - - ,- 1 r lc - 1— I, i - JI W - — _ L_ — — J I I— 1-56VT i206Vi.. , �V I . I :1 V I , , I �V V I J SECOND FLOOR FLOOR FRAMING PLAN SCALE 1/4"=1" 6'-6" >< 5-1" ,< 5' >< 4'-5 12'-10" — 9'-10" c 7'-6" < 51'-2" FOUNDATION PLAN p5..ifor/ SCALE 1/4"=1' e , 0 " 1n S ij �� P" 1�I�f�S ITT ( SQL, e �� ce,r� 1 — ri N b1, }a.r ✓'in5.1 �n' 'r I h r 3° r1'11/41 v - N Sow t ZO6VT 1206VT 1206VT " 1 r — I r I _ �` k - 1 �� 4 ] --d I o a II I - - - - v S,u S� I rl- - - - -r . .[ uP 4_4_1 I 1 -� I I lzosvr �- fi ! c- _ I II I J � - - -I - - r- �— - - - , oz � cH I I 1 I I I I I - - - -- - -I 1 I _I r Pk "I I I 0_ w `,° o 1 I IcrJ L�1 I I - - - - -v Q I U iria 1 - I 1 I I 1 1 = - — —uN— o 1 r - ,rri --- I I 'hJ 1 I 141.R I _t) J_ I I 1 • I I 1 I n- rl I I -I - I I I b `\ pce 1 I —1 _ --I I Ir ' ti ' I L \ - 1 1 I I H I r1 t:-I I I I '- ` t i I - \ t { 1 1--_I I— — 7 J _ I Ii 11 - - - J , 1 - - ,= \\ l U 1 1 1� 1 I I L �, I I - 1 —T Ir z I - J— L. I BASEMENT H I 1 I 1, I I / I 1 1 2 iz � I Irvi CI I III R // - v) Z 2 1--1L 1 I- I , I- - - -- - - 1 I 1 _ I I I I is. a m m L d r1 -1 - : + �:. I I' ' I I —Tr — 1206Vi - - ~ J I I 1 - - - I — r I I, uI I ' I I 1 I I I I ! I I F 4-p: I LI I I I I mina I] lifr r - I DATE: L- - - - - _, L - - J r — —,_ -i—co I r ,206Vr 1206VT I I I I I r I I I I 9/26/2019 SCALE : FIRST FLOOR FLOOR FRAMING PLAN SCALE 1/4"=1" CEILING FRAMING PLAN SCALE 1/4"=1' __ SHEET: A- 2 1 r____11._ _ li 4— —ii 4 1 _ f 1 FINISH GRADE Q I 2" STONE VENEER Drq p w —., \ // 0 \`6 . _—.. \ . _ #4 BAR 4' OC BOTH WAYS >- \ - co Cr -# - J I — \ �\ POURED CONCRETE. z 0 — - - • I F- 1� ' a 11� - ___ -. _ /T i' ■Ike �� U I/, u) i Li, in I -- 3'_2" /// cis Z Li 1 ; . �:' �' / TYPICAL RETAINING WALL SECTION II - -- , //( (SEE PLOT PLAN FOR LOCATION) I 1 I - o — 1 - ' I I I c ql l r I I ROOF FRAMING PLAN SCALE 1/4"=1' PRECRIPTIVE ENERGY CODE I i I h b---A I I I I I ,--i 1 — — MED M DWELLNG UNIT = 3.5 CREDITS REQUIRED ! N U 00 UI ] (� I CREDITS ~ Z Q - III 1 1 _ "` . r I p I I I T I 3a HIGH ENE GY 2c AIR LEAKAGE ONTCROL 1.5 s� W n w I I ' I I I 5b EFFICIENT WATER ATING 0 ce to O IN. N34,.: w ,� U I I 1 r L I TOTAL a = N Z III II II hl lQ = � Q III II I I I I — I I _ - _- OPTION 2C BUILD G VOLUME 1639U. FT X1.5/60= 409 CFM if ' . C 1 e"''ar- He frJfoknt 0 ii J— 1 II II I I D-_ I L J - • r / r OPTION 3a,H'�GH EFFICEINCY MODULATING G BOILER (95%AFU) !/ 6 oe OPTI 5b HIGH EFFICEINCY DOMESTIC HOT WATi<F�NG BOILER � III /' I (9 oAFU) L/Sl CI- III r 1 1 II ; ; ` ' ' M, ,{ f U LI III I I 1 r - Of' � �,.,� 4�� (r.1 I L II � nf w l � _Jco III I o = z � I0 coI- N u I I II N z m J t ( I — I r z LL 2mm I — — rJcz DATE : I II — — — 9/26/2019 FIRST FLOOR ROOF FRAMING PLAN SCALE: SCALE 1/4"=l' SHEET: A- 3 12 8 'A, � 12 �- 4 7/16 OSB SHEATHING • ��� � ��_ 2X8 RAFTERS 16'"OC II=�jjjjusuuIiiuuiiNUEjr7r. V1' 2X4 MEN 15# FELT U,R49INSULATION �� °�� ismii• ��� �� r- 7-' ������j����������������������IIII�� 2X8 CEILING JOISTS 16" OC COMP. SHINGLE ROOFING I l r if' . . _, 2X4 BIRD BLOCK VENT o 611 IZAI Ai 1 1/2" DRYWALL (tr' , 7'p r^ 'Al r 47s z z CO a mu mu 1 12 0 ao _ `{ 1 5 0 1 �. /11/2" GYPCRETE i ILL---- z 5 , 3/4 T&G OSB SUBL FLOOR 77/BE8AL�VL X 11 riii � 2X6 RAFTER i 2X6 RAFTER - U ►1 ~�—_----- 1 e I Ii I 4th\__ ����_ lI �� _ I11111Iffillits.�� -_z. 7 �2X12 JOISTS 16" OC ;1 ��� -� �/1/2" DRYWALL I' It I 2 2X6 JOISTS 2X4 STUDS 16" OC TYPICAL ' / � 4X4 TEATED POST �? 2x4 STUDS 16I II ARTISAN V-GROOVE SIDING 7/16 OSB W/ 1" RMAX INSULATION DBL BOTTOM PLATE TYPICAL I I I :ji'4 - / I IN 1 E METAL FLASHING �� _2X6 STUDS 16" OC 11/2GYPCRET• I I I I I I 4" STAMPED R 21 FIBERGLASS CONCRETE PORCH \ 73/4 T&G OSB SUBL FLOOR .-1ENI I I I I SLAB Av i / N U CO yyz 1 I L U , ,4 �I solid blocking A a II I p < I II 1 5c� �2X12 JOISTS 16" OC \\DBL 2X4 TOP PLATE TYPICAL I` "� Z I 2X6 PT SILL TYPICAL • I r I 1 l O to Q � — 2X4 STUDS 16"OC v.� a I 1 1 1 ANCOR BOLTS 1a. 11 U = • SEE PGSi. . 31-S3 TYPICAL FOOTING SEE PGS, S1-S3 0 —2X4 PT SILL TYPICAL/ o • REBAR SEE PGS. S1-53 1� 7, DRAINAGE SYSTEM 0 it 1/2" REBAR SEE PGS S1-S3 0 • I II U _ V 36" LANDING Z 1--1A W N r ORA�HCGE SYSTEM / 6 MILL VAPOR BARRIER 6"" CRUSHED ROCK FILL UNDER SLAB \ \ m E rn 0 it FOOTING SEE PGS. S1 S3 �� 3- 2 X 12 STRINGERS TYPICAL W C0 1/2" REBAR CONTINIOUS ALL FOOTINGS SEE PGS. S1-S3 _ '' z M 36" LANDING o o N TYPPICAL WALL SECTION \10" RUN Z 0 v) z0 1-1 m n SCALE 1/2"=1' i 7 9/16" RISE 121 z Il 2 2 m 95 1/2" a 3- 2 X 12 ST4JGERS TYPICAL K 0 36" LANDING 10" RUN FIRST FLOOR TO SECOND FLOOR j VDATE: r I 6 13/16" RISE V TYPICAL TREAD TO HAVE 1" NOSING 9/26/2019 \ 3- 2 X 12 STRINGERS TYPICAL BASEMENT TO FIRST FLOOR TYPICAL HAND RAIL 34" ABOVE NOSING TYPICAL BALLUSTER 4" O.C. OR NO MORE THAN 4" SPACE BETWEEN SCALE: ' 10" RUN j 7 7/16" RISE r SHEET: ADU STAIRS A- 4 II III _ 1 _ -_ -- -- _ -- 11 ____ ____--1 -- I __ _ _ --- I = - _ -_ - - .1 _.11III I =__ :__--- - - - ° " iI - — I- F- = - ___ I - - - - s - - -_ NI- - -_ : --_ - - 5 i - - - _ 111 - _ = I "-- ■_I. _ ___1- I\ E...: 4 ° I ► _ _ i - _ -r-- 1 ■i■ : - - - -_ - -- - - _� • m m _ \ /- - - - - r , , - - - - -- \yi - to 1 i-= 1 - 11 : 1 HIE __== : _ , = .111.1 anf ` IBM __ - ■■ - - _ _- —: ::: i vim _^ 11 - 7...1_____;_ ■ r _ - rrr\' � m r � � 1 . — Ay ce► \ / LLi. .. 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IIIIIIIIIIIIIIII I� ■I. IIII111111111 IIIIIIIIIIIIIII_ ' I IIIIIIIIIIIIIIII i II [ •i 11111111111111111111111111 IIIlI11111111i1111�111111111i111 IIIIIIIIIIIII IIIIIIIIIIIIIII ' II / 1111111111111� IIIIIIIIIIIIIIII 1 � I IIIIIIIIIIIII 1111111111111111111111111111111 ; II I III illllllllllllll 11111111111111111'I'I'I'1111 11111111111111 lI III1'I1 1111 pi! 111 11111111-1 + =ti 141�- �:1. 11 tooligliiiiiiiiiiii IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ,\ ArA r"" _ _th I4 /¢______- Cl) U1 o I DRAWINGS PROVIDED BY: PROJECT DESCRIPTION: NO. DESCRIPTION BY DATE ' FINN HOMES INC NJ lrn N rn HUBER RESIDENCE 0 PO BOX 821 1211 6th st. Ul 0 BURLINGTON WA 98233 ANACORTES WA 98221 t0 360 420 2338 , 35' > 8'-6" 13'-4 1/4" 13'-1 3/4" . n n f� r 3t4 > I I c— 3' 9' �2 1/2" 13'-3 1/2" > - -I -'— I r - I L r I 808 III' 0078 I f 1 A A r- ._ I i A AA 11 T 11 "' N II 1 v m V , 1 ` , I i�xi ox A A II II 1 1 en EE I El M o q 0 r nEl WORKSHOP II GARAGE1f N u en6'-2"x 16'-4" I 25'-10"x 20'-4" N- '� - - 1in • a LA-1 ® io 8o 1I 1 M A ALC? Z M CO Cl. in M ( r — I I - 1` 13' 3" I I -' �___ I v A a UP c UP — -1 t I jr__ kr v TOOLS I �- UP r> „ " " 't� _I , / M 1 �►° _ I�f =05a 1 1 NI I SECOND FLOOR FRAMING I L / PLAN 1 1 SCALE 1/4"=1' -1 cEn o en // - • - aM E TRY BATH PORCH in / in 6'-3"x 6'-3" P. 6'-3"x 6'-2" 6'-2"x 6'-1" Zp WINDOW SCHEDULE I P -�l IL-- - - - - -1 1__ — / NUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT EGRESS DESCRIPTION ' V - , I I V r •V W01 1824SC 1 1 1824SC 20 " 28 " SNGL CASEMENT-HL . L" -I _ - J W02 3028AW 6 1 3028AW 36 " 32 " AWNING W03 4860DC 1 2 4860DC 56 " 72 " DBL CASEMENT-LHL/RHR 1 -10 3/4" 1'-97'-10 3/4" 1' 5 P11 3/:" 1'-9 5/ffi'-5 5/8' 1'-8" 2,'-7 3/8" 3' 0 1/2" 1/2" W06 4848DC 1 2 4848DC 56 " 56 " DBL CASEMENT-LHL/RHR 3 >= >< 3 3 -- --- < _ < > 2'-8" W07 2448FX 2 3 2448FX 28 " 56 " FIXED GLASS FIRST ROOF FRAMING PLAN • 1'<0t>-< 6'-7 3/4" -f 6'-4 1/4" 6-9 — 6-9 �� 6 6 1 1/4" W09 4848DC 1 3 4848DC 56 " 56 " YES DBL CASEMENT-LHL/RHR SCALE 1/4"=1' VENT 35 1;/4.. sQ. F u Z N FIRST FLOOR PLAN 11J 0 N 0 CO in z Q cn g K W wU W CO I-- -c 26'-6" L-- _ 0 w Q U c 261-6" $ a - 8'-1 1/4" 10'-6 1/4" T 10 1/2" o 0 a I I I A _ A A 0 � � En a awi A T c -- - - - -____o A a T -- W oco . -. T> 1 I I v�i = - 'i, 1 I�II�I 1 iill -1 n.1.1 0 U N — N ,\M / A I �A ) ce — � — W K� p 0 ���� /�\/ sme p i',- A A Zo ��� 4 ' w oh_ ry aera1t m \ /III ��rt r (fah FROM FLOOR HEADEROF9' - \.FSI I 1 ~ FROM FLOOR �� N 1' Ic �I� N 00 �® = 3- 1 3/4 X 18 LVL BEAM-- _ _0- �? 0 `> > 1 `4t N ` JIIin .: . } W I m G X 8 .\ A C7 II ........in :s. a,._I� �j T f .i . 7. S: , _ g i, ASV I O 4 ®�y 4 y 1 „ Ili El1-., a i ,„,_ �34 _ A I - -I (A z En FHB36ft I 21 C1 �\ FHB241226RI EA Y ��/ I I / ? IL if _ _ __. ii A 12'-6"� M � N _ n I I DATE: 1 1 v +� @ �� - - o V v In I I I °' I �!1� n 9/26/2019 c 18' 6" I I I I I I I I s > SCALE : LIVING AREA I - c 626, -• I -v V V 1/4"=1' 33' SECOND FLOOR ROOF FRAMING PLAN SHEET: FOUNDATION PLAN SCALE 1/4"=1' SCALE 1/4"=1' A MIS 6 12 I 8 1\,0 NOTES I iH COMP SHINGLES ALL JOISTS AND RAFTERS TO BE #2 DLF I n ry— o`' I �_ ALL STUDS TO BE STUD GRADE OR BTR I I 3-1 3/4 X 1 8 LVL BEAM s ALL PLATE MATERIAL TO BE STANDARD OR BTR I BOTTOM OF I 15# FELT FOR HEADERS, BEAMS, POSTS, SHEARWALL, STRUCTURAL HEADER 96" CONCRETE, REFER TO PAGES S1 S3 C FROM FLOOR 7/16 OSB SHEATHINGV. �f — �'\ // a / p ��. 2X12 RAFTERS 24" OC / / / } / m BIRD BLOCK VENT ' R38 FIBERGLASS \\y// I■ 11 1/2 DRYWALL ; z DORMER WINDOWS p DBL TOP PLATE u t Hre 0. A TYPICAL II Il ; 2X6 RAFTER 24" OC o R21 FIBERGLASS /NI' / �� z 2X6 JOISTS 24" OC /// \\\ �2X6 STUDS 16" OC 3/4 T&G OSB SUBFLOOR 12 / \ II N N 11 �. i 1 4 f/ BOTTOIM OF \I i it II �^ HER[ 1 1 i R30INSUL. I',IIIH__ ADE6" , ,11 11 1 I I - 5/8 DRYWALL J I_ i H I H J I 1/2"� DRYWALL 2X10 JOISTS 16" OC 1 Ir. I J 1 I I I I I 1 7/16 OSB SHEATHING _ I I 1 I I I I 1 I I I I 1 I I I I I ' 1 1 1 1 1 1 1 1 1 1 ' 2X4 STUD 16" OC \ I 111 I I 11 1 1 1 i I i I 1 I f k f �\ I 1 1 1 I 1 1 1 I I It I 11111 \ �� - 1 1 I 1 I 1 1 1 1 1 1 rr�-1¢1 1 I 1 1 1 1 I I I I I 1111 1 1 1 1 T I 1 1 I 1 1 1 1 i L. ,p rr 15# FELT CO CO 0 I 1 I 1 1 N" 1 1 1 1 I� -_ oo nil 1 ARTISAN V-GROOVE SIDINGS I \\ R15 INSUL. Li, TREATED PLATE - Z N W N ANCHOR BOLTS SEE PGS .S1-S3- i'� al g A - o �IC i WSW 6 MILL VAPOR BARRIERue 0 a FLOOR AND k1\ I 4 SLAB FOOTING POURED Z o ° z MONOLITHICALLY 1/2" REBAR CONTINIOUS ALL FOOTINGS SEAFTr5A-S3 H 7 1 2 `=�ate ct W SCALE 1/2"=1' v i N I- Z U W r, RIGHT ELV. ce SCALE 1/4"=1' a 1 1 1 1 1 1 1 1 1 I I I I I I 1 I I 1 I I I 1 1 1 1 1 1 I 1 1 1 1 1 /, - A 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l 1 1 1 I I 1 1 1 1 1 1 1 f 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 I I I I 1 I 1 I I 1 I 1 I 1 I 1 1 I I I 1 I 1 1 1 1 1 1 J , I I 1 - _I 1 1 1 1 1 1 1 I I 1 I 1 1 I I 1 I I 1 1 I I 1 1 1 I 1 I 1 1 I 1 1 1 I 1 I 1 1 1 1 1 1 1 1 -1 1 I I 1 1 1 I I l 1 1 I 1 I 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 111111111111111111111111111t111111 11111111111111111111111111111111111 ■_-_--ainii __--- ` 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 --__-__ I I I 1 I I I I I I I I I I I I r 1 f I I J v 1 f I I I I I I L I 1 1 1 I f 1 1 l I I I I I I I I I L 1 I Z 1 1 1 1 1 1 111 1 I I I 1 I 1 I 1 I 1 i L 1 1 I 1 I I I 1 I 1 I I 1 1 I 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 l ( I I I 1 I 1 1 I 1 I I 1 1 1 I 1 f 1 7 I I I 1 1 1 1 I I 1 I I 1 I i i i I I I f I 1 I 1 1 I 1 I 1 1 I I I -- 1 1 1 1 1 1 f 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 I I I I I i 1 I 1 I 1 Y I 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 W �� ���� � I I I I 1 1 1 I 1 I 1 1 11 1 1 1 1 1 1 I 1 1 1 CO �� I 1 1 I 1 I I I 1 I 1 111111 11111111111 I11111 111 � �< L I I f 1 1 1 1 1 1 1 1 I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 {{ O 1 I 7 1 1 I IIIIIIIIIIIIIIIIIIIm 1 I 1 1 1 I I 1 1 1 i I 1 J i ! 1 1 1 ' - . i . i I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 EH L . 1 . . . . . , . . 1 :liar 1 1 1 1 1 1 1 � i �_A �� I I 1 I 1_ -n $ to I0 F—I 1 OM it \/ sia .:1 5 in i 4-c{--r-,-�_ r- r r__ -_ - - - r r r r r r h N N __ — r , I I I I 1 I I 1 I I I 1 1 I I I I I I I I I I cLC`— , ��� DOQ DOQ V D D❑ ��� DC] Doa D� D a �MI � �� I �' `T . 7V nan❑ ntaHti sa nnnn DrI lea ' � � � ' ' i '1 '1 ' ' i ' i ' i ��i �' � ` � iE � � i � � DATE : 1 \ / \ _ \ . \ t_ 9/27/2019 a. / BY / / \ $ / _ PRO ERTYLNE ® SCALE : E 5' / FINISH GRADE LINIMUM SET BACK - --- / 9825 SHEET: REAR ELV LEFT ELV. SCALE 1/4"=1' _ FRONT ELV. SCALE 1/4"=1' (��\ SCALE 1/4"=1' Foundation, Lower Floor Framing, Retaining Walls 1/4" = 1' - • All slabs are 955. Upper Level Walls and Roof Framing 1/4" = 1' -All floor sheathing is 12FD,typ. Roof diaphragm is 11RD,typ. Stair framing per Arch and code min. S -Ledgers at lower roof to upper shear wall are 80L,typ. r- - - 1 r - - — - - - - - - — I � tot- L_ \ . . .r. , ri— -Li jr_J L f, -+ 1---, F -___ _,I _ I I — _ _ -- /' // I. I • 1l�G %d Ev'• I / -1 — �k— a� L l Pw fcit Dtst. c"Ir� w 1L =.. 7 4� 63a. a CD cil INII L .fr \ Li j a Li AO I 93Fs 93F5 I 96Fp ii tii I _— ,-I a t- I t r 0 � too 2 -kr � u `ICOP-s-I.1 i , T II l l • -k © a gtFc 9tfc iPuJ i g9R6�T — xT I (� I-I B, T �IFC I •Jc , \\1/4\ L 1I 9tfG L- r — - ' f6oe t� k t c i_ CO IPw PPA goof Lower Level Walls and 2nd Floor Framing 1/4" = 1' l f f !o S L art N�s�_ / -All interior floor sheathing is 12FD,typ. G oS !/mot -Stair framing per Arch and code min. �� - Ledgers at lower roof to upper shear wall are 80L,typ. Fireplace and chimney framing per Arch and code min. Joists and Rafters - Default rafter or deck joist to beam connection is con't or skip blocking and H2.5, or H1, or A34 with screws. I © �- • I I— —#I— �-1 'I 1 \`I Typ.shear wall top connection Headers n repi51;.5 6a3 D1 1 _ Default header material is Do Fir No.2 or better Default sawn material is Doug Fir No 2 or better. Defauframing parallel. "g It f �!► i 2x headers must be in tall orientation with flat 2x nailed at bottom in'L'conflguretion sawn ace mount hanger is U, LU, or WS. Use sloped/skewed where appropriate. �iMa D Is - ` itrllDefault Trimmer, use 1,2x stud or Simpson LUC hanger,each end. ult deck jo" t hanger is U or LU(not LUS)with galv screws(no nails.)- efa7euss or+.: fZAfT62:- _ __ - -- -C • trr4 ^ en. Jo sT Default King Stud, opening 6 feet wide and less use 1,full height stud each end(plate to plate) ul P anger B , BA, or B (welded app, use LB, BA,or B) 6s7 \ - - - CIIl Act Default King Stud,opening wider)than 6-feet, use 2,full height studs each end((plate to plate.) Defa t sawn to flange h is J A LB Connect blank'p ��+t1u4 1 ''`! Ag Trimmer,each end King Stud,each Callout Mm., use Alt 1 mtn.,use Alt 2 min.,useor(if Notes I 4 �► 1 sP ,°e Saner , . Callout t� 2x6, "L"config Alt 14 .use Alt 2 min.,use (if blank use default!I default above.) J 60R 2x8 @ 16" j use default, above) (� l v v 7 I end(if blank use - / f �! -L. _. < - I V " above. G- r rr.--. I eryi a Tef'/A t, f•� %O°k J 61 R 3-2x8 • 2-2x10 69 r M I 21H 2x10,"L"config 2-2x8 4x8 Where applicable sister to rafter and face nail II 21H I < 'f 22H 2-2x10 4x10 J 62J 2x8 @ 16" pP ~ < 7w c a¢.42 ,/ 23H 6x12 2- t.75x7.2 LVL 2 — 2 — with min, 5, 16d, J I - I'grre2 , oa i 63R 2x6. ._. 24 — J 24H 6x12 2-1.75x7.2 LVL @ 1• Apt I J'1� J 25H 2-2x12 4x10. 2 7 64J 2x6 @ 24" ri H \ C s 4I- 5Put am 26H 6x12 2- 1.75x11.2 LVL 2 J 65R 2x6 @ 16" 2x8 24" No intermediate bearing required. > a > - 1 CEluu4 mR 1 - Beams J 66R 2X4 @ 24" a r ; I f sr r am ' Default sawn material is Doug Fir No 2 or better. " .1 87.1 2x12 @ 16" --- - - < I Lam\ Default glulam,LVL,PSL materials-see Standard Structural Specs herein. Default LSL is 1.5E,2,300 psi,min Fb. iab eV iiri� 68J 2-2x12 III t 7 Default wall connection:3"bearing in pocket or on plate with min.,2 studs below. `/ - -- - 89J 3-2x12 2-1.75x11.25 LVL Default end post connection:LCE,ACE, EPCZ, ECCQ,or similar. J 160J 4-2x12 2-1.75x11.25 LVL 03.-3 ' ��„ Default comer post connection with mitered beams over.LCE4,LCE4Z,or RTC44. - - ___ _ _ _ N i -r r 41 z •`ti 3 ( 20 Typ.shear wall top connection- 161J 2x6 PT @ 16" t 1 KD2 Default mid post connection:LPCZ,PCZ,CCIl,a similar. / framing 1 162R 2x12 24" I 1 Default beam to beam connection:HU,HUC,HUGO or similar. @ _ I 11 f 7 V 163J 2x10 @ 16" A i !< Callout Min.,use Alt 1 min.,use Alt 2 min.,use Connector(if blank Notes -a TItuS$ 02 use default, above Posts _ _ - _ Default material is Doug Fir No 2 or better.< (- to \ 24FfE(� ✓ 30B 3-2x12 - 1.75x11.8 LVL 2-1.75x9.25 LVL Default bottom connection on plate: 2, FC or 2, A34 with screws, or 4, 16d face nails. J 318 2x8 true valley Default bottom connection on beam: 2, FC or 2,A34 with screws, or PCZ. 3. 20}( I �) , 32B 1.75x14 LVL 2-1.75x11.2 LVL -- _ r I�` Z I I 3a - 338 4x8 Default bottom connection on concrete: PB, or AB, or ABU, or ABW, or CBSQ AVT I42.5 aE 2-2x8 _ ----_ - J (6D r Cow( N g J Alternate bottom connection on concrete: ifs rebar or 5/8"all-thread, epoxy 6"min. into post butt, and 6"min., embed in — l2oH I 23H aoKc 348 2x6 Z-Zx4 ✓ v 1 cone. Conc embed may be wet set orepoxy. N �___� / v _ 1•B z $DWG 56ao0 J 35B 4x6 2-2x6 y vl I 4 40B 3x10.5 glulam 5x7.5 glulam 2-1.75x9.25 LVL I - 49 � 2.4 2aN Callout Min. use Alt I nun. Connector (if blank 2.4 - ea, J 416 3- 1.75x1 t.2 LVL 2-1.75x14 LVL , Use Alt 2 min., use Notes E"T — K © A .-I sj ► usedefault, bo 44 - _ ® J 42B 2-1.75x9.2 LVt. -------- _ �� uabove) li Nb Rirt OILAerm I7N• 2 Pw lone( SUKEr Tint(' �A 43B 4�ce PT 2-2x8 PT 70P 2-2x4 4x4 — — J SOB 2x12 71P 3-2x4 2-2x6 4x6 cetsueAT•ft4lt J 51 B 2-2x12 ✓ 72P 3-2x6 6x6 4-2x4 4-122125 cF.12e o n 52B 5x18 glulam 3 1.75x18 LVL 73P 4x6 PT — 1162E -- I f 53B 3 1.75x16 LVL 74P 4x4 PT Perpendicular Typ.lower roof connection to Parallel Condition (D80)It shear wall. Condition A� 2.5 J 548 2-2x10 4x10 f 55B 2-2x10 4x10 - 6DwCI5600 'ut J S6B 2-2x12 4x10 2316Antone 5 $G9£"' ' Tim K. Garrison, P.E. Way �F o¢ Tt+uG SHA*sK PE2 Anacortes, WA 98221 S 1 of 3 Rtu6t $eIANI( jtg CA4.L+cr1 l�:° K CALLOL Consulting Engineer 1 Pet C4u Lowe e I 1 "1 1 ( ) 08-1865 Time@TimKGarrison.com t-- — ROOF 1 : , , : gir% oa.. �+Tt 360 7 llr Bak 1 J . � �R ����, Ska4Q 1 F Structural Analysis: New home and detached "GAR,b c �> I Am, ;.� garage at 1211 6th St., Anacortes, WA .y��a°�""s'14 `ro 1 . PLa..i t> Lo K f flu 5tzs LA6t5 �t s4'E aH NGf ,� et ' Ch u o�rr s Ek�E To 1st ,' ,. st Client Michael Huber ` % ° z Building Design:Don Finn tOP1AL Job N 4 Toss-5 1�f' _ ‘4umber: T19021 cHoczo ea- r �/�/,' L6oy�2 Date: March 26, 2019 wo�Iss Wand 1 4AiAGE.. Foundation 1/8" = 1' Structural Callouts©-Copyright ConstructionCale, Inc (CCI) All slabs are 955. Structural Shear Wall Callouts0-Copyright ConstructionCalc,Inc(CCII - - 0 PA Per Architect F r- Typical Shear Wall Callout Sym of,- This symbol •indicates a dedicated shear wall or el,the type per callout below. ,Structural Item:This item and related connectors shall be per architect/designer. Walls without this symbol are not dedi:ated sh walls-use code standard cons tt " n. 11 RD Roof Diaphragm __ I 1 PW .4„...-- * Shear Capacity:Good for Eh=230 pit-seismic;Eh=322 plf-wind Max aspect ratio=3:1. 1 -T - I - Min lee of shear el,ft. - * + _ .. �' Framing:Trusses or rafters:2x at 24' OC,max. 3.4 a If"W",construct entire Wall per this callow with minimum individual panel 1 indicated on plan. * I fI If"NS" means Not a Shear Wall.Build code minimum. Framing Connection Support: r�' r - Where connected to shear r wall,connect per shear wall callout-top of wall. Sill screws'or similar'typ.Where trusses or rafters connect to beam,use H2.5,or A34 with At ledger,connect per ledger callous. lir • Bot anchor * " Top of plate to max Sheathing: 7/16 min.,OSB or CDX plywood _.- -- - - -Caps- Stad Nail Edge Sill Block- Top of wall tram- spc'g/ * Sheathing Layout:Case 1 per IBC 2306.2.(1) city, Nails Stud Stud mat? /Field Top piste& ing at wall Conn to ieg, min. * Natbng: Use 8d at 6"edges, 12"field la wind/ Sheath- or height, spac'g, Stud (see spac'g @ Top plate studs unsup- conn to perpen- max. Mud sill embed- * Blocking:Not required except at supports and at connections to shear walls below. TY f2 Call- sets, ing, Sides of screws, max., max„ size, std st'l Stud Plate, splice, w/edge ported parallel dicular spc'g, anchor to ment, 12 FD Floor Diaphragm 94 Fl out Eh,p►f min. wall size ft. in. min. specs) spac'g,in. min. min. nail'g edges framing framing • in. concrete in. • 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: • 24 10 24 2x4 Sawn ��° Con't * Sheathing:With joists at 16"OC,use min., 16 oc rated APA Sturd-I-Floor,min„ 19/32"thick Maybe OSB or plywood.Good for 245 psf TL @ I1360 - _ one, 6/12@16 Con't sheathing 5/8"j-bolt deft. 7/16" either 14 16 2x6 Sawn 6/1 16 sheathing +blkg or 16d @ 6 or 5/8 * Sheathing Layout:Case 1 per IBC 2306.2.1(1) 48 lap SD.5 - Titan HD, L I 168/ OSB or side, or A34 or SDS Orient sheets continuous over two or more spans,with the long dimension across supports. 1PW 8d 2- •2x4 w/8- 2x NA SDWC- w/3 72/4 - 120 plywo- apply or LTP4 .25x4.5 * Nailing:Glue,and connect with 8d ring hank nails or#9 screws,at 6"edges, 12"field. od directly 18 12 • 2x6 Sawn 6/12@12 16d at 36" Or @ 12 MSS _ * Blocking:not required except at supports(beams)and connections to shear walls below. to studs max.See See A or MASAP 17 HD Alt 1-Holdown-Embedded Strap Type. 22 12 1.75x5.5 LVL 6/12@12 p D2 * Min.Capacity:Good for 2185 lb uplift. * Holdown:Use LSTHD8 for no rim joist condition SDS - For rim joist condition use LSTHD8RJ. ' 2PW 1 490/ (same) (same) (same) (same) 16 (same) (same) 4/I2@16 350 (same) (same) (same) 2x (same) (same) .25x4.5 (same) 36/4 * Nails:Use 16, 16d to full-height stud as follows. • or 12 6 Stud:Use larger of.kin stud as @ * hug g speed elsewhere;or choice of 2-2x 3x or 4x. • Alt 2-Holdown-Bolt Type 10 24 2x4 Sawn 5/8"j-bolt * 4Holdown:Use HDU2. or 5/8" * Lags:Use 6 SDS 1/4 x 2.5 to full-height stud per above , 200/ 1/2"or 5d for 4/4 4 48"lap SDS Titan HD, * Anchor Bolt:If wet set,use 5/8"diameter SSTB 16,or 5/8"all-thread with nut and 3"washer on embedded end.Min embedment= 12".If too long to fit in ' 5GW 200 5/8 both 1/2";6d 14 16 2x4 Sawn 7/7@16 2- • 2x4 w/8- 2x NA (same) (same) .25x4.5 w/3" 72/4 footing,bend 90-degrees at bottom of footing,maintain 3"cover at bottom of footing. "8YP for 5/8" @ 16d @ 9 wshr.Or • - if rotohammer,use 5/8"Tite HD or all thread&epoxy,with 6"min concrete embedment,centered in stem wall. Lower Level Walls. Lower Roof,2nd Floor Framing 1/8" = 1' MASA or 80 L Ledger-Roof Diaphragm bet Roof diaphragm is 1]RD,typ. 16 16 2x6 Sawn MASAP * Ledger Connection:Where a ledger is called for below,if connecting to rim or header,use SDS,or LedgerLOK at max 12"OC,staggered.If connecting to 6f30 -Ledgers at lower roof to upper shear wall are 80L,typ. I studs,use 2,SDS or LedgerLOK per stud. • . -All interior floor sheathing is 12FD,typ. - Length of SDS or LedgerLOK=full depth penetration into rim,or 2.5"min embedment into solid framing. _ -Stair framing per Arch and code min. - Min distance of connector to end of ledger or splice=2".Min edge distance to top or bottom of ledger=2" * Framing Connection to Wall,::norerdal:Use any of the following,whichever is applicable. - Rafters Perpendicular:Use 2 I,VL ledger,min height to match rafters.Apply ledger over wall sheathing.Use hangers to hang rafters on ledger. 11HD 2 11 H D Parallel Ratter or Tress Top :Ledger maybe top chord of louse or last[after or similar.Ledger to be placed over wall sheathing. ` v - * 1 Roof Diaphragm:Connect roof diaphragm to ledger with 8d ring shank or screws at 3"OC. 4 _ 1 81 L Ledger-Deck Joists to Rim + 3 s 3 * _ Ledger:Use min.,2x,PT ledger at least as tall as joists. - ip 71P �L7n Ledger Connecion:Connect to rim with 2,SDS or I MgerLOK at max., 16"OC and within 3"of ends and splices. -,,,_ aiWr SDS or LedgerLOK to be of length necessary for full penetiation in rim. _ • _ 4emo I * Joist Connection:Connect joist to ledger with U or LU hanger(not LUS),all holes filled with gale screws,Simpson SD9 or similar. I i:1 I Braced retaining wall- " 91 FC •Footing,Continuous \ N tYP ©P� ` D99/ connected to floor I, o 3 ,,� • Retained Height Maximum retained height(unbalanced fill)=4'. ` diap'm. (NTS) { /" :co est _ + Footing:Use min., 18"wide x 8"tall. I [,g I w 8' s s W s or. PaeAt I� - Longitudinal rebar,use 2,#4 continuous,3"from bottom. CIDI Ti'y26 t 636 4711► t F''D r a a If 3^o®- 4- I * Bramwell:Use min 6"thick I t� V W - t -2 __all{ - Vertical rebar,use#4 at 24"OC,max,centered in wall,with alternating 6"bends at bottom footing rebar. . -� a - ' Horizontal rebar,#4 top and bottom and at 24"OC max.,centered. > '1 icet.ay Asa A5 © w+sti a>t ) /�pie \ Si' rilL441. I ML26 w • Drains:Install footing drains and/or downspout drains per others and as required by code. v 54 g1; Io -1�, 5"s re,2. 92 FT Footing,Thickened Slab • zs I �•.A. x , , at , _ * Footing:Use a monolithically poured thickened slab: • Tolsr5 ` T 4 32- - At interior locations,footing to be min.,8"tall x 16"wide at bottom.Height may include slab height if poured monolithically. art 2prl FEn.Ps va cuutL t.n F nw a. W At exterior locations footingto be min., 12"tall x 16"wide at bottom.Heightheightpouredmonolithically. too uct 134�r-F.0 r may include slab if 5 I c-s 3c G u � D,4 py * Longitudinal Rebar. W �` Ilk E s co w EcZua ro �. At interior locations,use 2,#4 continuous,3"from bottom. © Y 3L I © - At exterior locations,use min., 1,#4 continuous 2"from top and min.,2,#4 continuous 3"from bottom. Tart o N i VA t a a,N zme Underslab Insulation:Mayuse XPS or EPS rigid foam with min.,25 psi oare,,w , V ¢ X 0,c2nA As ue� * insulation manufacturer's compressiverecommendations. strength under thickened slab footing.If used,provide and install per ,� ��, ps L.'/ ©, .,^l/�, - otsi..,. IJ12EG�- >:Coa2 :I _� C! . 5-n13 AMu,, D14PIM CAvvEcT ip.l 'i • Slab Reinforcement:Extend slab reinforcement through this footing. © ?yN rw,4 4"ce c st Ali Or I s nv sec Ice d1 Ste�"S °• 93 FS Footing,Strip . ,M1,I,., Il" MADE, ' > ' " as;� N4c4S f )2.• h3P CAD /p g r "—�...1 ec,s,,• D * Footing:Use min., 18"wide x 8"tall. * Longitudinal Rebar:Use 2,#4 continuous 3"from bottom. `.- - �. * Pony Wall: Use sim to 1PW,sheathing optional. o Y w ,+%� _i_. 1 R 94 FP Footing,Pad f ��� _ * !Footing:Use min.,28"square x 8"tall. { - If in slab area,footing may be mono-poured with slab or below slab. Height may include slab height if poured monolithically. wo 1 - Itt 1 S,IrIVyf'a?-A+ * Rebar.Use 3,#4 each way,3"from bottom. Toe NEED V 96 -FP Footing,Pad • -`-- - ` - * Footing:Use mid, 18"square x 8"tall. Upper Level Walls and Upper Roof Framing 1/8 -_ 1 - If in slab area,footing maybe mono-poured with slab or below slab.Height may include slab height if poured monolithically. . DIII9 Braced Retaining Wall(tog of wall IS connected to floor diaphragm) Roof diaphragm is 11Rq typ. * Rebar:Use 2,ff4 each way,3"from bottom. -Ledgers at lower roof to upper shear wall are 8oL,typ. A B C D E F G w X Y z 95 S Slab • I . Retained Wall. Footing - Footing • Wall MASA Block Vertical Horiz. Footing Footing . * Subgrade:Use structural fill or native material, to 95%relative • Ht. Position Width Height Thickness Spacing Spacing Rebar Rebar Transv. Cont. consultant compactedcompaction.It is strongly recommended that all structural fill be checked by a 8eOtechnical 0'-4' 10" 28" 9" 6" 72" Not Reed #4 @ 24" #4 @ 24" #4 @ 24" 3,#4 Underslab Insulation:May use XPS or EPS rigid foam with min.,25 compressive siren under slab.If used,provide and install I PW * Ypsi coonPress strength per insulation W _ 4.1'-6' 12" 34" 9" 6" 72" 72" #4 @ 18" #4 @ 18" #4 @ 18" 3,#4 manufacturer's recommendations. 6.1'-8' ' 12' 42" 10" 8" 42" _ 46" #4 @ 18" #4 @ 18" #4 @ 18" 4,#4 * it.2- ".Z 8.l'-102` 12" 50"L - 12" 8" 24" 24"' its @ 14" #5 @ 12". #5 @ 14" 5,#5 Slab Thickness:Use 4"min. _.. F j 10.3'-12' 12" 60" 12" 8" 18" 18" #5 @ 9" #5 @ 12" #5 @:9" 6,#5 _ * (Reinforcement:Use any of the following: lab - Min.,#3 rebar at 24"OC,each way,centered in slab. • c, Notes: `�\ - Welded wire fabric,min.,W2.9,6"x6"(6 Ga.),centered in slab. Splices overlap 8"min. x°, 1 *Columns C,D,E,W,X,Y,Z are minimums.May use greater. \ 6 a .•- .., *Columns F,G are maximums.May use less. 45 ALI To tiMAr MA/ i. g q$. kr kz.THE. _ - Fibermesh per manufacturer's recommendation. - - •Max gravity load on wall is two stick-framed floors plus roof. es PAc.ut t 5 I'4utGATEp - Helix micro rebar,min.,5 lbs,per cubic yard. �1Rh *No significant surcharge loading.Retained soil is level or uphill sloping no greater than 5-degrees. * Control Joints:Maximum recommended spacing=8'OC,each way.This is a non-structural item and may be changed or omitted by Owner or Architect Sir �-- gib •Concrete fc=2,500 psi. _ I _ _ •Rebar fy=60 ksi,grade 60 * Vapor Barrier:Use a min„6 mil.,plastic vapor barrier under interior slabs. i0` —� Min soil bearing 2,000 f 99 RB Retaining Wall-Braced __ Detail * g= ps 518 i< o. .} *Floor diaphragm must be connected before retained soil is placed against wall. * Retaining Wall and Footing: See Braced Retaining Wall table and detail. D99 / •If"W"bars are spliced,min lap splice=24". I Piii. e// r<„:,\>3_\±)\\ *Behind wall drainage is MiraDrain 2000,washed drain rock,or similar with 3"pelf pipe to daylight. o 1 it t - Tim K. Garrison, P.E. v S2 IA 2316 Antone Wa of Consulting Engineer Time@TimKGarrison.com L IPVJ Anacortes,WA 98221 (360)708-1865 Structural Analysis:h New home and detached ,{ tirR41,0 h garage at 1211 6 St., Anacortes, WA �ti �t S b • lie Client: Michael Huber • " '$ q Building Design:Don Finn -1kforixt.se Job Number:T19021 31 J o Date:March 26,2019 14034 Standard Structural Specifications°— Copyright, Tim K. Garrison, P.E. • BASIS OF DESIGN—APPLICABLE CODES: Code.The designs herein are prepared in accordance with the 2015 IBC. Construction shall conform with Foundations.Footings on Soil: All footings and foundations to bear on undisturbed existing soil or Glue,Epoxy.Where specified,wood glue shall be commercial grade with minimum shear strength of 450 LSL(Laminated Strand Lumber).Members indicated as 1.5E shall have min., 1.5E modulus of elasticity the most recent building code adopted by the approving jurisdiction. structural fill. All organic and deleterious material beneath footings and foundations to be removed and psi at 28 days. Use LiquidNails LN-940 or similar. Prep and apply per manufacturer's recommendations. and 2,300 psi allowable bending stress. Members indicated as 1.3E shall have min., 1.3E modulus of Calculations. The calculations included herein are only those required to ensure compliance with code. We replaced with structural fill.Bottom of footings to be below locally prescribed frost zone,not less than 12". elasticityand 1,700psi min. allowable bendingstress. Epoxy used with wood dowels or drift pins shall be Simpson ET-HP,or other brand intended for wood use. do not intend to compute every structural element nor every load combination. Much of our analysis is"BI" Slabs on Grade. Subgrade below slabs shall be similar to the above. A layer of free draining material and a Wood and dowel shall be clean andprior to epoxyinstallation. dry Glue-Laminated Timbers.Unless otherwise noted,all glulam beams shall be 24F-V4 DF/DF. Any that span (By Inspection.) suitable vapor barrier(designed by others) are recommended for all interior slabs. Window and Door Openings. continuously over one or more interior supports or are cantilevered,use 24F-V8 DF/DF.Use industrial ABBREVIATIONS: Footing Drains.Footing drains, with washed drain rock or Mira Drain or equivalent extending to finished appearance grade,unless visually exposed to interior living space use architectural appearance grade. onA:Area IEBC:International Existing Building RC:Relative Compaction grade, shall be provided at the base of all footings and retaining walls which will have earth placed against Header.Use minimum size as called out vertical. If header is less than 3 inches wide de(I.E. a single 2x or single LVL)use a flat 2x nailed to the Pressure Treated(PT) glulams shall be not less than 10%weaker than the above in bending, shear, and Plans.All headers shall be installed with their tall dimension AC:Asphalt Concrete Code REF:Reference,not actual them. Footing drains shall be 4" perforated pipe routed downgradient to daylight, unless otherwise BI:By Inspection IRC:International Residential Code REQ or Redd:Required bottom of header in an"L"configuration with I6d at 4"max spacing. If no header is specified,the wall is modulus of elasticity,using suitable wood species for pressure treating. specified. E:Elastic modulus or Electrical K:Kip(1,000 lbs.) ROW:Right Of Way assumed non-load bearing and wall top plate may serve as the header. All glulams shall be manufactured by an AITC approved fabricator. Store and install in accordance with (E):Existing KSI:Kips per Square Inch - Rt:Right STANDARD CONCRETE: CCI:ConstrnctionCalc,Inc. LVL:Laminated Veneer Lumber S:Section modulus Multiple Adjacent Openings. Where adjacent door or window openings occur in a wall,headers for each manufacturer's recommendations. CMU:Concrete Masonry Unit LSL:Laminated Strand Lumber SC:See Callout CO:Callout or Cleanout U:Left SD:Storm Drain Standard Concrete. Concrete for footings, slabs,and walls shall attain a minimum 28 day strength of Pc= opening shall be individual members with full-height king studs between them. Each header shall use the Conc:Concrete NA:Not Applicable SIP:Structural Insulated Panel 2,500 psi unless otherwise noted on Plans.Minimum cement content=5 sacks per cubic yard.Maximum number of king studs specified below or in the Structural Callouts. Cont:Continuous NB:Not Bearing SK:Sketch water/cement ratio shall be 0.45.All materials shall be in accordance with ACI 318,latest edition.Mixing DF:Douglas Fir NIC:Not Included SOG:Slab On Grade Trimmers, aka Jack Studs.Use size(or larger)per Structural Callouts. Concealed flange hanger of similar HF:Hem Fir OC:On Center spacing SPF:Spence Pine Fir and placing of all concrete to be in accordance with IBC and ACI 304,latest edition. bearing length and capacity may be substituted for trimmer. HVAC:Heating,Ventilation,and Air OSB:Oriented Strand Board SS:Sanitary Sewer Conditioning PCF:Pounds per cubic foot STAG:Shear Transfer Around Opening Admixtures. Industry recognized and approved admixtures affecting set time, flowability, and/or • GW:Gypsum shear wall - PLF:Pounds per Lineal Foot TYP:Typical waterproofing may be used provided the strength and durability of the concrete is not adversely affected. King Studs.Unless otherwise shown on Plans use the following.These must befull-height,bottom plate to Gyp:Gypsum wall board Ply:Plywood UNO:Unless Otherwise specified top plate,IE diaphragm to diaphragm. GLB:Glulam Beam PSL:Parallel Strand Lumber elsewhere Air Entrainment. Provide 5%air entraining in all concrete exposed to the earth or weather. * Opening less than 6' wide—use min., one kingstud each end of header. I:Moment of Inertia PSF:Pounds per Square Foot V or v:Shear(lbs)or unit shear(plt) P g IBC:International Building Code PSI:Pounds per Square Inch respectively Fly Ash. High quality fly ash or other natural pozzolan may be used in accordance with ASTM C618 with a • * Opening 6.1' wide to 9' wide—use min.,two king studs each end of header. ICF:Insulated Concrete Form PT:Pressure Treated with preservative W:wall,full length corresponding reduction in cement content. Any such concrete shall obtain at least the strength and PW:Plywood or OSB shear wall WWF:Welded Wire Fabric durability characteristics as Standard Concrete listed above. Opening 9.1' wide to 16' wide, use min.,three king studs each end of header. LIMITED SCOPE OF CONSULTANT'S WORK: CONCRETE REINFORCING: Discontinuous Top Plate.Where wall top plates are cut, omitted, or otherwise discontinuous at a header,the Consultant. The consultant in responsible charge of the work indicated herein is Tim K. Garrison,P.E., Strength: Retaining Walls and other Structural Elements. Reinforcing bars(rebar)for retaining walls • end of the header shall be connected to the remaining top plate beyond with a horizontal CS 18 strap with doing business as ConstructionCalc, Inc., hereafter indicated as"CCI." retaining more than 4-feet of soil and their footings, and for structural beams, structural columns and the minimum 12" length on the header and 12" length on the top plate beyond. Strap may be on top, inside,or Scope of Consultant's Work. The scope of work of CCI is limited to structural analysis of a new single- like shall be grade 60 (Fy=60 ksi)unless otherwise specified in the Plans. outside of wall. familyresidence and detached garage. CCI takes responsibility onlyfor items specifically addressed in our Strength: Standard Footings, Stem walls, Slabs on Grade. Reinforcingbars(rebar)for standard footings, Anchor Bolts. g g IN Y Pe Y gt g drawings and calculations. Constructed items not specifically addressed herein shall be built per minimum stem walls, and slabs on grade shall be grade 40(Fy=40 ksi)or better,unless otherwise specified in the Shear wall anchor bolts connecting mud sills,use 5/8"diameter x 8"min embedment at the spacing shown code. Plans. in the Plans but never greater than 60"OC and within 12"of ends and corners,with 3"x 3"x.229"steel LOADS Splicing,Bending.All reinforcing shall be spliced,detailed,bent, and supported in accordance with the washers, wrench tight. Wet set anchor bolts shall have a hook or head on the embedded end. most recent ACI code adopted by the jurisdiction. Rotohammered anchor bolts at the same spacing may be used in lieu of wet set-see specifications in Following are the loads used for the subject design/analysis: previous section.An alternate to wet-set anchor bolts and washers may be Simpson MASA or MASAP at O Roof live: 20 psf. 0 Deck live: 60 psf Welded Wire Fabric.Unless otherwise specified,welded wire fabric(WWF) shall be W2.9, 6"x6"(6 Ga.), the same spacing specified for wet set anchor bolts. ASTM A-185. Splice by lapping one mesh+2" all sides. O Roof+ceiling dead: 15 psf 0 Deck dead: 10 psf. Non-shear wall anchor bolts shall be spaced a maximum of 72-inches and within 12-inches of ends and O Roof only dead: 10 psf 0 Exterior wall dead: 10 psf Cover.Provide the following minimum cover: corners and shall be fitted with 2" steel plate washers.Use either 1/2"diameter x 8"min embedment wet- o Ceiling only dead: 10 psf 0 Interior wall dead: 7 psf Footings and other unformed surfaces, distance from the bar to earth face...3" set,or 1/2"Titen HD with 4"min embedment. O Ceiling only live: 10 psf 0 Seismic Factors: Ss= 1.08, S1=0.428 O Roof snow: 25 psf 0 Seismic Des Category: "D" Formed surfaces in direct contact with earth 2" Non-shear wall anchors may be 0.145" diameter powder-actuated pins with 1-1/2"min concrete O Floor live: 40 psf 0 Wind Exposure 'C', 3-sec gust: 120 mph. embedment,at 16" OC,unless otherwise shown . Surfaces exposed to weather 1-1/2" O Floor dead house, 1.5"gyperete: 27 psf. 0 Assumed allowable soil bearing pressure: Decks: Joist hangers used at decks shall be connected to all wood members with corrosion-resistant screws, O Floor dead garage,upstairs: 15 psf. 2,000 psf. For slabs on grade, center the reinforcement in the slab unless otherwise specified. Simpson SD9 or similar. Hangers shall be U or LU only(not LUS.)Ledgers shall be attached with screws BOLTS AND DOWELS IN CURED CONCRETE: or lag bolts per Callouts.All hardware and connectors shall be at least medium-duty corrosion-resistant SINGLE PROJECT: with galvanizing or similar. The calculations,drawings,notes, specifications,and/or tables prepared by CCI are valid only for the General.This section shall apply to bolts and dowels installed in cured concrete using rotohammer techniques.Minimum concrete embedment=4-inches unless otherwise specified.Minimum distance to any Pressure Treated Lumber.Use pressure treated lumber in contact with concrete and/or soil,and when project indicated herein.These documents are not valid, are not applicable to, and shall not be used for any directly exposed to weather. Pressure treating chemicals shall be inert, or otherwise non-reactive with metal other project at any other location. edge or end of concrete=3"from hole centerline unless otherwise specified. connectors (including nails,bolts, framing connectors,etc.)or structural steel members. COMPETENT CONSTRUCTION PERSONNEL/SAFETY: Existing Reinforcing. It is important that no existing rebars are drilled or cut during rotohammer operations. In certain cases non-pressure treated lumber may butt against concrete.In these cases use a layer of heavy, • Location of existing reinforcing bars may be by non-destructive methods(pachometer,radar,or similar).• asphaltic-treated construction paper between wood and concrete. Only competent personnel familiar with construction and safety practices germane to the project shown Washers. Use 3"x3"x.229"washers on all wood mud sill anchor bolts. Such washers may be slotted,with herein should be employed to assemble and construct the work. Blocking/Bridging. Provide continuous blocking at all bearing locations.Provide full depth bridging or plate washer under the nut as allowed by the IBC. At non-mud sill locations, smaller washers may be used. Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards. Use a steel plate or malleable iron washer under nuts and the heads of all bolts that connect wood. blocking at 8'OC max. in joist or rafters without continuous plywood diaphragm connection on the top . Contractor assumes full responsibility as to construction methods used, safety provisions employed, and the Framed floors which support posts shall be solidly blocked within the floor cavity to positively transfer fmished as-built condition of the structure and related systems. Non-Epoxy Systems. Use Simpson Titen HD where shown in the Plans.These anchors may be used to post,column,or other concentrated loads through the floor to the supports beneath. resist tension loads and shear loads. Install per manufacturer's recommendations. MATERIALS AND METHODS: Epoxy Systems. For bolts,use Simpson epoxy-tie bolt system with ET-HP or SET high strength epoxy, Bolts.Unless otherwise specified: Use washers on all bolts; tighten all bolts to a very snug wrench tight Provide and install all materials in accordance with manufacturer's requirements and recommendations. It is with zinc plated, A307 'all-thread' bolts as shown in the sketches. For dowels, use ET-HP or SET high condition; use standard A307 bolts; for bolts in wood,drill the same diameter hole as the bolt; for bolts in the contractor's responsibility to ensure all field personnel understand and adhere to this. strength epoxy and rebar as specified on the Plans and Callouts. Drilling of holes and installation shall be in steel drill holes 1/16" larger than the bolt diameter. Provide the following minimum edge distances between strict accordance with epoxy manufacturer's recommendation. centerline of bolt and all edges of bolted wood, and between centerline of multiple bolts: TEMPORARY SUPPORT AND BRACING: • 5/8 inch diameter bolts 3 inches General.Provide adequate temporary support to all walls,roofs,beams, columns, and floors during CONVENTIONAL WOOD FRAMING: construction. Design of same is not included herein. Contractor or owner should check all temporary- General Construction: Predrill all nail holes where required to avoid splitting. Connect all wood members 3/4 inch diameter bolts 3.75 inches supporting devices with a qualified person.Contractor shall be responsible for the adequacy of all per the Plans and applicable building code. Where Structural Plans do not specifically address a structural 1 inch diameter bolts 4.75 inches temporary and/or permanent support systems. element, construct said element per minimum building code. • Minimum distance between edge of bolt and any edge of steel plate(angles,gussets, flanges,webs, etc.) Retaining Walls.Do not backfill against retaining walls until concrete has cured to at least 2,500 psi(okay Framing Material. All sawn framing lumber,not including beams,posts,and columns, shall be Spruce Pine shall be one inch. to use high early strength admixtures or additional cement in the mix to achieve this). For retaining walls Fir, Hem Fir,or Douglas Fir- Larch,Number 2 or better,unless otherwise shown.All sawn wood shall that are to be connected at their top to horizontal floor diaphragms, do not backfill against the retaining wall have moisture content less than 25%. Engineer shall specifically approve any bolted connection using less edge distance than shown above. until such horizontal diaphragms are in place and properly connected to the retaining wall. Studs. Studs in exterior walls shall be a single member(not spliced nor discontinuous)from horizontal Lag Bolts.All lag bolts greater in diameter than 1/4"shall have pilot holes pre-drilled. Size of pilot hole in threaded portion shall be 70%of the unthreaded shank diameter(or alternatively, 90/u of the root diameter FOOTINGS,FOUNDATIONS, SLABS ON GRADE: diaphragm to horizontal diaphragm(horizontal diaphragms are roofs and floors that connect to exterior of the threaded portion).Pilot hole diameter of unthreaded portion shall be the same diameter as the Geotechnical Report: Soils analysis and geotechnical engineering were conducted for this project by MTC, walls.)Use balloon framing at stairwells, openings in floor diaphragms,etc. Stud size,material, and unthreaded shank. Burlington,WA,Job No. 18B355,report dated 1/10/19. The Contractor shall obtain,read, and adhere to maximum length between diaphragms is shown in shear wall table. recommendations and conclusions of that report. Should any part of that report conflict with these Beams and Posts.All sawn structural beams,headers, and posts shall be Doug Fir Larch No 2 or better, PRE FABRICATED FRAMING CONNECTORS: Specifications,the more stringent shall govern. except where exposed to weather and specified as PT(Pressure Treated)may be Hem Fir No. 2 or better. Manufacturer: Simpson brand is specified,however any other nationally recognized brand may be.used Glulams,PSLs,LVLs,etc. shall be per Prefabricated Wood Products section below. provided that they are equivalent in their ability to carry all applied loads in all orientations. Structural Fill: "Structural Fill"shall be granular material conforming to local or state highway specifications for imported road base or sub base;or use sand or other clean granular materials no larger Nails: Nails called out herein are"common" sizes, i.e. 16d, 12d, i Od, 8d. Smaller diameter, similar length Installation: The Contractor shall install all prefabricated items in strict accordance with the manufacturer's than pea gravel.All structural fill must be compacted per the following section. nail gun nails may be substituted provided 50%more nails are used.For example if 8, 16d are called out, recommendations and requirements.The load carrying capacity of the prefabricated item cannot be the number of similar length .131 diameter nail gun nails required is 8*1.5= 12. As another example if 16d guaranteed if this provision is not adhered to.Nails and screws which will be exposed to weather shall be Compaction: Place all fill materials in lifts not exceeding 8-inches. Compact using mechanical(vibratory or nails are called out at 4"spacing,the spacing of similar length, narrower nail gun nails shall be 4/1.5 =2.7". galvanized or stainless steel. If installation risks cracking of wood,contact engineer for alternate nailing and impact)methods. In paved areas and tinder structures,use structural backfill compacted to 95%relative compaction.In non-paved or non-footing areas use structural backfill or native backfill minus rocks, lumps, Shear Walls: Walls called out as shear walls on the Plan shall be constructed per the Structural Shear Wall /or alternate connector. and organic matter, compacted to 92%relative compaction. Table herein using materials designated for lateral load resistance by nationally-approved manufacturers. Simpson SDS Wood Screws. Where specified, install per manufacturer's recommendations. In general Where pipes enter and exit structures(distribution boxes,utility boxes,catch basins,manholes,etc.)use All shear walls must be positively connected at top and bottom to diaphragms. Walls not specifically called these do not need pilot holes. However, if wood is old and or very dry pilot holes may be required to avoid out, or tabled"NS"are not intended as shear walls and shall be built per minimum code. splitting.Use length as specified in Plans but never less than required to ensure full strength. structural fill around the structure. Carefully place and compact to 95%relative compaction under and around all pipes. Sheathing."PW"walls,use plywood or OSB, minimum thickness and nailing as indicated in Shear Wall Simpson SD Wood Screws.With most Simpson connectors, Contractor may use SD9 in lieu of l Od nails, Table,oriented either direction."GW"walls are drywall shear walls, use per Shear Wall Table. and/or SD10 in lieu of 16d nails.These are provided in 1-1/2"and 2-1/2" lengths. Use the length When roots,rocks, or other undesirable materials cause over excavation,fill over excavation and compact necessary for full penetration into the member(s)connected. per the above. Sheathing Joints. Use blocking behind joints if indicated in the Shear Wall Table. With"PW"and"GW" walls,no sheathing joints are allowed within 2-feet in any direction of a door or window corner. PREFABRICATED WOOD PRODUCTS: Multiple Ply Members. Engineered Wood—General.These products must be provided,stored,and installed in accordance with manufacturer's recommendations. Failure to do this may void the warranty and diminish load carrying Trimmers, King Studs, Headers. Where more than one 2x is placed against another and used as a multiple capacity. Any nationally-recognized brand that meets the below specifications is acceptable. ply king stud, trimmer,or header,connect all plies with 16d at 4"OC, staggered. PSL(Parallel Strand Lumber)and Versa-Lam.Use minimum 2.0E, 2,900 psi minimum allowable bending Beams, Columns. Where more than one 2x,or LVL, or LSL is placed against another and used as a multiple stress. ply beam or column,connect all plies with glue and 2, 16d at 4"spacing. LVL(Laminated Veneer Lumber).Use minimum 1.9E, 2,600 psi minimum allowable bending stress. Tim K. Garrison, P.E. 2316 Antone Way Anacortes,WA 98221 S3 of 3 Consulting Engineer TimG@TimKGarrison.com • (360)708-1865 Structural Analysis: New home and detached ,�.«Afs, garage at 1211 6th St., Anacortes, WA .,� y„1/4°�4 to • se .' 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