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2401 TAYLOR DR 2020 Plans 2022-11-30
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2401 TAYLOR DR 2020 Plans 2022-11-30
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Last modified
11/30/2022 8:10:32 AM
Creation date
2/24/2022 8:59:52 AM
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Address Document
Street Name
TAYLOR DR
Street Number
2401
Permit
C2004-001
Year
2020
Notes
NEW SFR WITH ATTACHED GARAGE
Address Document Type
Plans
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.<--CABLE RAILING SYSTEM <br />by supplier CrystaLite, Inc. <br />STONE VENEE : 5/8TYPE <br />Stairways <br />Optional �P Niche FIREBLOCK 1. Notes per detail 54 this sheet <br />�PER CDE <br />r Vet <br />2. Handrail notes edetail �, this sheet <br />P <br />Wood lid @) TV niche <br />)i <br />. ill�irrtirt�ti®n notes per detail this shut <br />(} 2x5 top � P , <br />WOOD <br />MANTEL______ �. <br />_.. tom, <br />L <br />----- <br />I <br />OPTIONAL L , Joists <br />4 <br />1Q'F in <br />re 2-2x12 <br />LSCZ adjustable _ <br />trin =r bracket <br />EEL B EI 1 14E her I. 1 inch = 25.4mm <br />LINTEL r ! must be staggered from the to end bottom along the horizontal rein. See figure below. <br />e. Lai screws o bolts 9 � � � <br />.-� T {3} 2x12 STRINGERS <br />f <br />PREFAB. F : � � <br />I� <br />b. Maximum inches. <br />� V <br />ICFIREPLACE ' <br />1-1/8'CEDAR BLLLNOSE TREADS c. For engineered rim �Vita� the ren�tecttrer� recommendations <br />govern. <br />, Fr®vlde Mg. 36iclear GLUED & SCREWED d. The niiru�d�ier>e ti�rthe 6�tip� row to the top edge �f the ledger r must be in accordance <br />with € re below.. <br />sel Pon by O width at stair�Jay „ e. inches may be reduced to 3/4 inch whin the band 'Viet is directl �u Vried b � rtiud�i!!, header, Vr b r double tV � weli letV�. <br />' , - 1r2 C®x PLYWOOD RISERS 2 Y a Y �� � � ! i� <br />selection b � t�lPaE � <br />R_ i_ <br />- OPTIONAL <br />Final material selection tto�ef�r�nce IRS Ll rare 5��.2<1(I <br />�TO��E HEARTH( )) <br />. <br />be determinedowner <br />LAG SCREW OR BOLT <br />IN 2 ROWS <br />:K2"IN 5.5 tVIIN Fret 2J8 <br />PP „ ,i <br />I 1+1ih3 F�Jt� 2r�1Q <br />4A X 4� X 4 THICK 6 <br />a ,� t „ <br />5 v1AA <br />C%�i�ci�E�i LANI�iNf.�' �� <br />i.5 t�n(N F�3�t 2�12' <br />I <br />i <br />1 <br />vd^ (p( <br />CO <br />2 FAiR tilt, # 4 X <br />LEDGER W <br />SIMPSON A35 with i <br />Q) <br />„ <br />e. @@ 0 <br />a <br />Q in <br />Ui <br />DETAILUJ <br />FIREPLACE EXTERIOR STAIR DETAIL LEDGER DETAIL- SEE / <br />j3 <br />d RWAYS <br />Minimt,l n Requirements: <br />--Stainless Steel Cable �tllt� <br />n Width <br />< . « '—'tea c3 it <br />Width of stairs 35 rain. abv railing <br />. rail LEA �I�Ahi 4 CLR. <br />w r�:�.1f2 illiti. handrail projection llntt� stir : `� <br />° ii <br />Baluster spacing (clear) 4 max. ia;�, <br />- Clearance abcv®e i- - <br />�l�riirasin i� n. <br />1 h �I to stair wide Landing length � width equal h <br />r Landing railing t 3� o 42 " above landing <br />Nosingg pr ecticn 3141n. t 1-1/4in, - <br />1 <br />- Riser height -3 4 maximum <br />1/2 X / <br />@' <br />f _�� is <br />-Tread 15 min. f6q ! <br />Stair. rilin34 t 3bcv nosingP p� iP M(TYf-9) <br />UJ <br />-1/2 x 3-1/2 min <br />1311. 7<3 Handrails <br />PLATE <br />E <br />optional CEDAR 2x2 PICKETii 5O. S.S SCREW <br />TOP AND BOTTOM <br />Attachpickts t 't and <br />bottom with (2) #8 scrods or <br />optional x6 CEDAR A <br />tJl 1 OC <br />(2) d spiral shank nails each fi5 SCREWS, ��a 36" <br />n a" IQ. Co C4 U e PfUV .�C3 <br />cont. full length of flight € <br />_ � <br />RECESSED <br />nine shall not <br />Ha �nur�ll s ad �cnt t€� � wall ni.n< 1 i/2 <br />� <br />_i m _ _ � <br />.: = <br />W1 DOWELS TO MATCH <br />w h <br />�Ilc t e passage <br />between the wall and the handrail. <br />_ Type I. Handrail shall have a circularcross <br />�SEALANT BOTH SIDE <br />section outside diameter of 1-1/4 � 2". <br />_ _ <br />T- <br />a 1' 11 option. non -circular trY�idtLhbv recess <br />1/�3 <br />. x _= <br />EXISTING E T2_ <br />1x4 CEDAR RAIL <br />aE Pi <br />min 1�1/4 � 2 314 <br />ICE® WALL _;_ _ .__ <br />SUPPORT EACH SIDE <br />7 ..9 ILLUMINATION <br />TZ2 5 <br />e <br />(TYPICAL)per <br />TJ�� �L���IR <br />Optional „` CEDAR <br />r2Y, Not Notch <br />Stairwaysshill ltv.ccd with illumination in / <br />details 1;9/S-2 <br />UNDERNEATH <br />LU <br />accordance with Section SRC 340. <br />and 201g2 WOOD <br />_- <br />�-----c�il�n�r P l �EI��Y �`i'! PAIL <br />c1a <br />0 <br />T <br />U <br />ci <br />It <br />t <br />UA <br />LUU <br />IJU <br />l{ cry <br />t � <br />---Z <br />-- <br />-{ <br />-I®III ILP C?t/EFCIO <br />EDGE OF LEDGER - ---- 2x5 COMPOSITE DECKING <br />WATERPROOF MEMBRANE ASSEMBLY <br />PT RIM- FASTED O EA. JOIST <br />i Into <br />- <br />supplier Incised CABLE RAILING DETAIL- 9 <br />��� J�1 <br />rt 1 i�d / :�� t Cad NAILS or 2x I���n I s, � � 1 <br />- CABLE RAI <br />LING SY <br />STEM TE � Y OTHERS- Deferred �u b�tt�1. The llr� engineer <br />r <br />34#10x3" WOOD SCREWS <br />to review and approve the deferred work prior fc construction In accordance with I�� DTT2 <br />hJ Hanger ticn�I cedar i n <br />Section 107.3<4.1;` <br />T 2x Ledger vv/ <br />CP PER PLAN <br />6�c� <br />3 1f2rr } 5 L screws <br />Dock <br />_ HANDRAIL <br />i. <br />per details 19/S-12 <br />S • <br />itl 2 f PER PLAN I <br />UJ and 0 <br />TOP RAIL— <br />STAINLESS E TEEN CABLES e <br />..� .------- IN. 1 RAISED <br />.!ZZ ''�. <br />-�~ <br />CONCRETE <br />c6 £ - _. <br />S� n �� II� - POST BASE PER PLAN <br />asp <br />E�lsttnrd 1 <br />LU <br />! i 2�1/2 x ��1i2 .� Ii�I�I r Q METAL POST <br />.T a _°" <br />Min below grade***DO <br />* DNOT BURY PST <br />NOSING OF @ 4 OC max. CONC. FIDN - below frost line T � <br />READm e iRlC)PfsE CONCRETE. Iv1if <br />Q � WALL (whichever i deeper) INSTALL Wli-POST BASE u� <br />i <br />° <br />X <br />_ 6 1/2 x -1/2 ruinC7�T11�1 <br />�- CV) <br />. PLATE <br />PER PLAN <br />i i <br />h <br />`d. 1 : �;--=- 1 1f€� PART. PiJ. BULLNOSE TREADS <br />GLUED & SCREWED <br />i 1 I <br />a S. <br />k <br />Provide t�iiti. 3�'° char <br />i� <br />NOTES: <br />• - RISERS <br />wldti, �t �rals-v.�at,� <br />a o a 1. <br />�'`� .� � x 1? �T�li��r=�s �i �r ��� per Iri i FASTENERS ��' ALL <br />6 � � � 2, �C��l�l�l IE�Iil� AaTECONNECTIONS. <br />„-f J nT hl IST %A' It 1 . NAILS <br />- st t r �. y� t n t c�, rtz3.ATTACH I E III i t E�4 J P () <br />i 1 P, UNDER STAIRS ECTOR3 1 s <br />T' �I�� I° E€;�� IT'+�VIT�t �3 ;1Clx� IVtI�. <br />�� . �TT�I� l�lli� J�T � �. J <br />24/ <br />20 <br />°D.V, NAILS OR TOENAILS NOT PERMITTED g{ r _ <br />�THRU <br />Rik.Final material selection tc5JI`i ELL 1�OT 13E A�`T'AaCl�lEl� TY7 l i �I�At <br />be dterrriined by owner <br />ELEVATION i` <br />Fah .I� � <br />/ f <br />POST SECTION <br />WOOD DECK RAILING <br />TION OPTISECON <br />INTERIOR STAIR DETAIL- Similar m <br />ALL STRUCTURAL I T PRE <br />OPTIONALIICI �i9 <br />Inc. <br />7 <br />F <br />CEDENCE <br />h primary engineer CABLE RAILING SYSTEM BY OTHERS- Deferred Subr�nital. The _ � <br />to review and approve the deferred work prior to construction In accordance with IBAREVIEWED FOR PERMIT <br />SHEET: <br />A 5.2 <br />
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