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W � I�c�rth El�vc�t�can c� f �14„ _ ��-a�� �� �,r � I � � I H ~ s � , � i � � �' �� ^ � �' H C� _ � � � � � upper floor --�1���`�.��. �,��.�,. �._.....___,_.�.._..._....�..�...,_...�....�...�. .._._...._.._..�.___._._,�....._.._.._.._.._.._.�...� ..._._.�_..._....,_.._. ._.___.�.�.�..._._._.._._....._..�. ._.._..__,_.�..�...._...._._. .^....._..._.._........_.........�...�.�..�..._.._.�.,�.._,�.._._.�....�..._..._...._.....�,....__.___..T. .__.__._ ,�-,������ � � � � �� ��� �� � � �� � ~ � � �� �� ;'�� �� remave screen wall .,,, � � � 8" �`�,,. � � `� �e, , � � a ;,.� 3�� � ���, ° �g �� � �� � ������ �"'�*��� �, � w�: steel railing w/ 2X6 �`��� ��.��` °` cedar cap, paint ' rr�e��l dark gray main floor �.� � � ____.._._,_. � --_.___..,._..._.�,... �v______________. •....,_.�._..�.._.,.�.�...__.__.�.._....__...__,_.,�.._.._.. ._.._..._..._._____.__...,. ...�._.___.a........._....�.�..� . .�.....�_....r.,.�.�.--•--�..�...._._._._____..._._.�...�._._...._._._. . �"�V1!SIC111S: € 8.11.14 DRB 4 � 9.15.14 AMEND � proje+�t: 14(}3 I � I � i � dR�E;: 9.3�J.14 PERMIT I �..______....__...,�.�.___.�..____...�.,�...�._.. � .___......�.._. ..____.�._.__.�,_..�..__...._..._.___,_.�..____..._.__.._._....._....._._..._..._._._.._____._._...,�.�.._____,�...�....�.._._.. .M... �. .____....._...._._. .�.._..... ,___.�...�.._o_._..__..�..,�. lower floor ... __.___� _:. i � �� e� ����A $�'IP�.''� tltt. � i � ( I � z;n� .�. , � __.�..__...�.____ �TM. m � ( � � � � ,:. � � �,'S�� �"� � ���� ,�����..�� , ��o�e� '� «,; �F�� . � �y..��..�,.,��.,�„`� � ;Y��,� ,�'' �'``°-�„` �.�,� � �� ��� I j i I { j � :V I a 1 I � ��. `� I C 1 I � ,�.,�_._ �w. . �,�m _ -�.lw. ,�._:�.,,��� � � � � � ��� � t r- -� i � �.""a.� . � w .,.0 � �.,..� _�.__1 L.__.__{ L._..__ I � �,; _n,rW�... �.� ���� ����� 1 ��� l I4" = 1'-0" ����� RO�INING REMODEL 5C}74 MAIN GORE DRIVE, S., VAIL, �����;�,,.� � 7, Cannectian oP �ultl te-r�er�ber bear�s: # ����r���" �� ��.„� COLORAD081657 A, Top-loaded t�e��s IBC �ASTENING SCNEDULE CT�^�BLE 2304.9,1) �, ��.,�f��.���:, ��� ,� `. i) For M�r�loers i2" cleep ar tess, nail each mee�ber to the next with 2 rows of �� �' �'��? *� � �°^��� �"-"�� �° DESIGN CRITERIA� 16d t�aits a�t 12° ac, CLNNECTIt�N FASTENINC�� '" ��CATI�N �����# ����' �`��=� � ii> For r�e�bers greater than I2` deep, nait each r�er�ber to the nex-c wl�h � A B B R E VI A TI C�N �� �� ,��,�;,,����k � ���� �" Raof Snow Laad ------------------------ f�lev, 80�0) lOQ psf raws of I6d naits at 12 o,c, B. S l d e-l o a d e d b e a m s i. .�ois-e to siki or girder 3 - �d coMmon toenait �"` ,��,��.�� �+���' Rao� Live L.oad ------------------------------------20 psf 3 - 3' x o.�31= na�t � t ��� �������,�� �� � f) For two or three mer�ber bear�s, nait each r�er�ber -Eo �he next with 3 rcaws o�=' Roof Dead Load --------__d__.�--------------------- 20 psf 3 - 3' �a ga�e s-tapte � �s ���,�.,,�� �,�.,�� Ftoor Live Load ___________________________________ q.S psf 16d r�aits at 12` o.c. A.B, ANCHt7R BQLT { �.� ��, �� �: ,�, ii> For four c*�ertber bearts, bol-� through wlth z rows ofi 1l2° dia�ete;� bc:-�s o.t 2. Bridg3ng to ,�o3st 2 - 8d coMmon toenait each end A.F.F. ABOVE FINiSHED FLQOR �' �` Floor Dead Load ___________________________________ �p psf 2 - 3F x 0.�31• nait ��a�� 1z" o,c, A.F.G. ABOVE FINISHED GRADE Deck �ive Load ------------------------------------ 6U psf 2 - 3' 14 gage stapte Deck Dec�� �oad ___________________________________ �p S� iii> �"or r�er�bers consisting of r�ore than four m�mbers, con-taet s�ruczurat ADJ. ADJU5TABLE P � 3. 1' x 5° subftoor or lessstretch to each oist 2 ° 8d common face nait Seisr�ic Zone ---------------------------------------- B engineer � ANCH. ANCHOR Expost�re ------------------------------------------- C P 4. Wider than i' x 6' subftoor to each ,joist 3 - 8d comr�an face nait APPROX. APPROXIMATELY Wind {3 Second Gust) __________________.�_____________ 90 r, h o, Att tur�ber used fin construction shall have a roaxir�tar� r�oistur� conten-� of i9%. 5, z' subfioor to joist ar girder 2 - 16d cor�mon blind and �uce nait p���{, ARCHITECT p, Framing Notess 6. Sate plate to ' IBCtIRC Edition ____________________________________ 2p12 joist or btocking 16d at 16 o.c, typical face nalt gp. BOARD 1, Exterior walts� 3' x o.S31' natt at 8' o.c BLDG. BUILdIt`�!G A, fill exterior walts are 2x6 5'�UCIS @ 1fi" o,c, to a r�aximUrr heig4�t of l�'-E�', 2x5 3' 14 a e sta �e at 12' o.c. �` F�UNDATI�N DESIGN� > , s � g 9 P B�KG. BLOCKING �,} studs C 12 o.c, to a r�aximur, height of 14 -6 , and C2)-2x6 stUds @ 16 ta a r�axir�um height of 17'-4" Unless otMerwise no-�ed, Walt� taller than i7'-4" shalt Sote ptate to �aist or btoc�ir,g at braced BM. BEAM a, FoWnda-�ion design is bas�d on an assuMed saits bearing pressure capaci-ty af 200Q psf. Atl WQ�i ,���� 3 - 16c1 per �6" braced watl panets g�T. BC}TTOM be frar�ed with r�anufac-tured parallar� stucis, contact engir�eer for spacing p <4>-3` x o,i31' na�t er l6` """"� � � �? foo-tings should bear c�n undisturbed natural s�its or a rv�inir�ur� 3 feet of aggregate base rec}uirer�ents, if nat indicate�f on ptan, Cap with a doubEe top pla-'��e installed to t4>-3' 14 a e sta e B.Q.W. BC7TTQM C?F WALL ,� l.f) course designed �'ar ar� altowtzble f�earing preasure of COOtI psf, A perir�e�er drain shall g g p per i6' � , provide overlapping at corners and at intersectians with oth�r {aartitions, If Qverlag� BRG. BEARIN� �^ i_ � � cor�form to the specifications in the sails engir,eer s report, A surface swate shalt be 7. Top plate to stud 2 - i6d cor,r,on end nait (X� � prouide arounc{ the perir�eter of building -to prevent surface w�ater ancl roof run o�'f frar� �s no-t possibte, strap -tap plates wi-�h r�etal s-�rap ties ESir�pson ST292 or 3 - 3' x 0,131' nait CANT, CA�1TIl.EVER � Q} � l.{"} equivo.tent), 3 - 3' 1� a e sta te C.J. GONTROL JOIt�JT �j � � � � entering the solts ad jacen-t ta the foundatian, In generat, the site should provide 9 g P GMU CC?NCRE7E MASONRY UNIT �!� C3� B. Gabte-end waits shatt be baltoon-framed to -the bo�ctor� o� raft�rs or end-w�t! ad2qua-te drainage away fror� the building foot print. 8. Stud to sote ptate � - 8d cor,r,on toenall � 'r'- C3"3 k�. Foundation and retaining walts haue been designed using a tan assur�ed> tateral trusses unless approved fay engineer. 4 - 3• x o,l3i' nait CEM. CEMERIfi � - 00 � �j- pressure of 55 pcf, C, Floor or roof frar�ing mer�bers r�ust be aligned to bear wi-�hin 5 inches of �the 3 - 3+ 14 gage stapte CLG. CEfLiNG � �� � 6} studs beneath, c, Fao-tin gs sha(i !oe ptaced on the naturat undisturbed soil, or cor�pacted structurat fitt per , C� CENTERLINE � � D. P r o v i d e 7 f 1 6 -�h i c k A P A r a t e d s h e a t h i n g C p l y w o o d o r O S B> r a t e d C�/1 6, e x p o s u r e 1, r'^� ,,,� -�he recor�mendatior�s of the geotechnicat engineer, The faundatian around the exterior af z - 16d comMOn end r,a�t CLR. GI.EARA N C E �-i (� � L� the structur� shat! have a miniMUm fr�st protection of 36" from the top of grade to the at exter3or face of exterlor �xatts. Black all horizontal joir�-ts and na'tt panets with CQL. C�LUMN Q � 3 - 3` x 0,131' nait �� C'`.� � C� bo�t tar, o f t he fao t ing, 8d nails spaced at 6 alor�g panel edges and at 12 atong interr�ediate supports, 3 - 3' 14 ga ge sta pte � _, L() I`� d, The cor�tractor shatt fatkow the canstruction requirer�ents set farth In this so(ls E. Provide C3)-2x1Q headers over all door and window oper�ir�gs, with or�e 2xb tr�ir��er 9, Doubte studs �6d at 24• o,c, face nait ��N C. C O N C R E T E �„� L 1'' � � ar�d ane 2x6 king stud each end, untess atherwise indicated. CQ�JN. CONNECTION �i �3 Q �✓ �Y1�iYleer's t^ep�r'�. 3' x 0,131` na(i at 8' o,c� `'"''` �, At beam bearing tocati�ns in stud watls, provide r�ultlpte-stud posts equal to width G��1T• ��1�T���4�� � �- � -� e. Alt cancrete shall reach a r,inir�um strength af 3000 psi for watts and footings, Atl 3' 14 gage stap�e at s� o,c, interior stabs shall be a r�inir�ur� �8 day s-trength of 3500 psi, The garage and atl ex-�erior p� ��m�'�ng r�er�ber untess noted o-therwise. p P CQNST. CONSTRUCTION � � � 10, Double to tates ifid at 16` o.c. typlcat face nait 2. Interior Load Bearing Walls C.P. CRIPPLE POST �'j U slabs are ta be a minimur� 28 day strength of 4000 psi, and mfnir�ur� of 6xbxW2.Ot2,0 wire d 3' x o.�31` nau at �2r o,c. � W A, Interior load bearing walls are 2x4 ar 2x6 studs Cas indieuted on plan) @ 16 o,c. DBL. DOUBLE � � � r�esh, Mix designs shoutd be based on the Buitding Cade requir�r�ents for reinfarce „ 3' 14 gage stapte ut tz� a,c, concrete= ACT 318, 1989, with 1l2 gypsur� watlboard both sides unte�s r�otecl otherwise. Cap with a double QET. DETAI� »,� � _j � � f. Pr9vide crawi s c�ce vehtilation er UBC CIBC/I(2C> re uirer�ents CR8Qf�>. top ptate ir�stat�ed to provide overtapping at corners �nd at intersectians with dIAG. DIAGQNA� �-- Q � p q Doubte top ptates 8 ° 16d coMmon tap sptice � g � g, � p � y yp other partitions. If overEap is not possibte, strap top ptates with r�etat s-�rap -�-' '� _ ^� A re resentative af the soils en ineerin cor� an shatl ver(f' soits cor�ditions and t es 12 - 3` x o,13i� nalt DWG. DRAWING tfes CSimpsr�n ST292 or equivalent}, � U1 � .%�' 0-- I-a- cluring excavatian, Construction of the fc�undation may not proceed without verifying �2 - 3r �a �a�e st�pte typicat face nait DWL. DCJWEL . t h e s e v a t u e s, R�e o r t a n d i s cr e an cies f ram the ori inat desi n assur� tions to structural $� Floor or roof frar�ing r�embers r�ust be aligned -to bear wi�hin 5 ir�ches of the � � � g � p S'tu d s I�e n E C t'�h. l i, B t o c k i n g b e t w e e n ,j o t s t o r r a f t e r s 3 - 8d COMMOt1 toenait �+4, EA�H engineer far r^e-evaluation of faundation design. �o '�Qj? p�Q't2 3 - 3' x o.i31` nail E.J. EXPARISION JOIhJT h. Backfiti around ar�d o:bove struc-�ural buttresses ancl retaining watls shatt be C, Prpvide C2>°Cx10 heraders over alt apenings ir� walt, wi-th ane 2x4 or 2x6 tris�r�er 3 - 3" la gage staple EI.EV. EL.EVATIdN and one 2x�1 or 2x6 king s-�ud each end, untess no-ted otherw�se. cor�paction-tested per the recor�mendations of the saits engineer. �j, At beam bearing locations in stud �daEts, prouide r,ultipte-s-tud pos-ts equat to wid.-�n 12, Rim Joist to top ptate 8d at 6' C152mM> a,c. toenait ENGR. ENGlNEER i, Tlo not backFitl against retaining walts untit supporting eter�ent� are in place and securely Qf bearing r�er�ber untes� r�oted atherwise, 3° x 0.131" nait at 6* o.c, EQUIP, EQLlIPMENT anchored, or ad�qua-te shoring is instatled, Concurrent backfltting o�' each slde of a 3, �'�oor Construc-!-ion� 3` la �a�e staPte at 6• o.c, EQUIV. EQUIVALENT retaining wall to final grades as indicated on plan or sectior� is required unless -temporar�y q, provide 3l4" thick APA ra-ted Sturdiftoor rated at �4° o,c„ -�ongue and groove, 13. Tap �tates, taps ar,d �nte�sectaor,s 2 - 1sd coMmor, �ace na�t shoring is in�taCted, r 3 - 3' x o.131' na�t EXSTG. EX(STlNG exposure 1. Gtue and nait panets to all supports with 8d naits spaced �.t 6 along (E) EXISTING j, Verify type of fill with soils engineer and struc+urat engineer prior -ta backfitting, � 3 - 3• 14 �a9e stap�e � panek edges and a�t 1z atong ir�terr�ediat� supparts, Ins-tall sheathing wlth long EXP. EXPANSION REIf�lFC712CED C�NCRETE� clittensio� perpendiGUlar to joists o.nd end jofnts staggered. 14, Continuous header, twa pieces 16d cororoon 16' o.c, along edge �XT. EXTERIQR B, Pravide sotid blocking between ftnor joists at att bearing tocations. Btocking 15, Ceiting ,Jois�s to ptate 3 - 8c� coMr,an toena�t F.D. F�(70R DRAIN � � , , r�aterial shatt r�atch �the ftoor jois-� r�a-�eriat. 5 - 3� x o,�31• nai� FDTN. �OUNQATION a. Cor�crete design is based an -the Buitding Gode Req�irements �'ar Reinforced Concrete <ACI 4. Roaf ConstrUC-tion' S - 3' 14 �age stapte �� � 318> as adopted by Chapter 19 of the 2003 TBC. „ � �LR. FLQOR � b, Structurat concrete shatt have a c�inir�um z8-day cor�pressive strength of 30Q0 psi, A. Provic{e 5/� thick APA ptywood �heathing ra°�ecl 4Ql20, exposUre 1, 4ns-tat� 16, Con��nuous header to stud 4 - 8d coromon toena�t sheathing with tong dir�ensior� perpendicutar to r^afters nr trusses ar�d end joints FRMG. FRAMING � c, Cancret� shatt be prapar-�ioned using Type I-II sutfa-te-resistartt cement, Admixtures , , 3 - 16d co�,r,on Min�r,um, Tabte 2308.10,4.1 face nail FTG. FOOTING contair�ing chtor�ide satts shalt not be used, staggered. Nait wi�th 8d naits �paced at 6 atong panel edges anc4 at 12 ator�g 17. Ceiting ,Joists, tups over partfons 4 - 3� x o,i31` na�� in�er�tedicx�te sU orts. CSee Saction 2308.50.4.1, Tabte 234$.10�4,1) GA. C�AUGE � d, Att cor�ere�te Cwalts, foatings and f(atwork) shatl be protec-ted fror� cold wea-ther conditions �p 4 - 3' i4 ga�e stapte for a minimuM of 7 days and shalt r�aintain a r�inimur� average temperature of 50°F, Hs �� Pt ywaod sheathin g shatl be a p ptiecl continuoust y over the prir�ar y roof r�er�bers GALV. GALVANIZED �� � t�y+^� 3 - 1 6 d coror�on r,in irouM, Ta b te 2 3 Q 8,1 0.4.1 face na l l V+r r� con diti�ans re uire, the da s and the tem erature ma var in accordance the American <rafters or trusses> betow ov�rfrar,ed areas to provide adequate lateral i�. ceiting ,jo(sts to paratiet ra��ers , GEN. GENERAL �1 Y P Y Y 4 S e e S e c t i n n 2 3 0 8.2 0,4.1, T a b E e �'3 Q$.1 0�4.1 3 4 - 3' x 0,131 rtall s ta bi ti ty, � - 3' 14 gage staple G.L. G L U E-�A M Concrete Institute guidetines. Cotd wea-�her concre-ting procedures shalt be provided as r GYP. GYPSUM GYPCRE7E � � r e c o m r�e n d e d in the ACI Manua! oF Concrete Pr^actice, G, Provide wir�dlseisr�ie ranchors at support� for alt roof joists and t�^�rssed ra,--�e�^�, �--i � Se2 nai lin sC he du�e, 1 9. S Za f ter to ta te 3 - Sd comman toenall � e, Anc hcar bo t ts for bear� an d co lur�n bearing p la t es �h a 1 t l o e p t a e e d w i t h s e t t i n g t e r�p t a t e s. � p 3 - 3' x o.1 3 1` n al t HDR. HEA�ER D. Provide sotic! btocking be°�ween roof rafters, trusses �.nd tonkauts at o.tt b�arin� <See Sectlon 23o�.io.i, Tabte 2308�10.2> 3 - 3' 14 a e sta te HORIZ. HOR{ZONTAL f. Expansion botts shatt be Eoca-ted at cz r�inlmur� af 6 bolt diar�eters from concrete edge and � 9 P ('� �` tacations. BEocking r�ateriat shalt match raft?r, truss chard, or lookout r�ar;erio.t, s p a c e d a t 1 0 b o t t d i a m e t e r s u n t e s s n a t e d o t h e r w i s e, 2 - s c� c a m M a n �a c e n a 3 t HT. HEEGHT h g, Anchor botts frar wood sitt pt�tes shall be plt�ced czt 4'-0" t�axirturt spacing wi-th one S, Wind Bracing� 20. l° diagonat braee to each stud and ptate � _ 3• x q.131' nalt INT. IN7ERIOft �'"'"� v:ncMar balt at l�" fr4�, each end or cflrner ancl a miniMUM of -two anchor botts per A� Walls �ver 4 �'eet lang which are shea�hed with �YPsum wattboat^d c�n bo�h faces 2 - 3' 14 gage stapte INV. INVERTEL �"""� and are indica-t�d as shear watts on ptan have been designed to res�s-t wind f orces ,n � j�Ce, 21. 1°x8` sheathin to each bearin wu(t 2 ° 8d comMOn face nait K KING STl1D h, Cnr�cr�te ftoor slabs on grade and on r�etal dECki�g or ptywood supported by frar,ir�g shdtl in accordar�ce wi-�h Table 23U6.4,5 af the 2003 IBC. � g JST. JOIST �� B, A t s h e a r v�a l t s, s c r e w 1 l 2° g y p s u m w a t t b o a r d t o a t t s-t u d s a n d t a t o p an c R ba-��tor� 22. wider than i' x 8' sheathin g to each 3 - 8d caMMOn face naJt � have sawr� or tootEd contral ,join-ts a-� a r�axir,uM spacing of 15'-0" in each clirection, ptates with #8 x 1 1/8" drywatl screws at 7" r�axir�ur� spacing, bearing watt LAM. LAM(NATED � �.ocate corctrot �oints along coturrn grid tines where passibl� and provide stab isolation �, Ex-terinr ptywood ar ❑SB watt sheathing is required untess specificatty cieie-�ed by 23. Buttt-up corner studs 16d cor,mon 24' o.c, LLV Lt7NG L.EG VERTICAL �'°+� jnints araund eolur�ns, englneer� 3' x d.131� na�t 15• a.c. LONGIT. LQNGITUDINAL �� h�-# `*�/ i. Concrete coverage for reinfarcing steeGt 3F ia ga�e stapGe i�r ac, LTWT. �IGHTWEIGHT �'y�? � 1, Concrete cast against and perr�anentty exposed to earth = 3" �a. Buttt-up girder ar,d bear,s 2od cor,r,on at 32' o,c, face nait at top and LVL �AMINATEQ VENEER LUMBER r'�"'� 2, Cor�crete exposed to ear-�h or weather= � #5 bar and srtatter = 1 1/�° #C `through #18 bar = 2' 3` x o.i31' nait at 24' o,c, bottoro staggered on LSL LAMINATED STRAND RIM MATER1�iL � 3. Concrete nat exposed �to weather or in contact with ground� 3` 14 gage stapte at 2�� ac, opposite s�des MAX. MAXIMUM Stabs, w�tls, jais�s = 3f4" Bear�s, catu�nr�s � i if2" STRUCTURAL STEE�� MECN. MECHANICAL. z - 20d coMMOn fiace nalt at ends and MA7'L MATERIAL REINF❑RCING STEE�= a. Structural steel shatt be de-�aited, fabricated and erected in accordance with the Mast 3 - 3� x o,131' nait at each sptrce MANUF. MANUFACTIJRER current L'f�i'�Ipri5 of AISC Specifications and Code of Standard F�rac-tice. 3 - 3' ia gage stapte fabrication anc! tacer�ent of reinfarcin s-teet shatl be in accordance with the ACI �� Struc-tural steel W shapes shatt be ASTM A992. Cfther rotEed shapes, incEuding ptates ar�d 25, 2` ptanks 16d cor,MOn at each bearing MIN. MINIMUM � `� a, De�tai�ing� p g angles shatl be ASTh1 A36� 1`ube shapes shall be ASTM AS00 grade B. Pipe� shall be �STM (N) NEW � Manuo.k of Cort�r�te Pt^o.ctice. A53 rade B or ASTM A501. 26. Cottar tie ta rafter 3 - lod cor�MOn face nait NQM. NC3MINAL �----'i � F�*� b. Except where otherwise n�ted on the dro,wings, reinforcing bars shatt canforra to ASTM 9 4 - 3' x o�i31` nau � Spedflcatfon A615 and shatl be ASTM grade 40 for #4 and #5 rebar, and ASTM grade 60 C� Tube shapes are actual size as specified on ptan. Pipe sizes indieated on ,�tan are �ar7inczt 4 - 3` 14 9a�e staple face nait C}.C. ON CENTER � �or bars #6 and great�r. Capproxir�ate inside diar�eter> and refer to AISC pipe schedute �ir�ensinns. �PNG. OPENING � d. Att botts used in steet frar�in shall conform to ASTM S er_ificatian A32S, Anchar botts ar�d �7e �ack raFter ta hip 3 - ldd cor,MOn toenait ��g ORIENTED STRAND 80ARD c, Att splices, !ap bars 44 diameters. llo not weld or use r�echanical splacing devices unless � P � a - 3� x o.i31 noit specif3calty approved by engineer. botts used in -timber canneetions r�ay be fiSTM A307, Batt sizes shatt b� 3/4 diar�eter � - 3' i4 gage stap�e F'� PLATE �--f dt At corners, make horizontal b�ars con-�inuous or provicle cc�rner bars, Around openings and unless r�oted otherwise. PLYWD, PLYWOOD , g e, Typicat frar�ed bear� conne�tions shalt consist of pairs of 1/4° angtes using th� r�axEr�uc� 2 - 16d COMMOtI face nait R.O. ROUGH OPEN(NG �� � steps in concrete, provide C2?-#� bars extending 2 -6 beyond edge of apening or step. number of boEts calied for in Table II-A of the A3SC Manuat CASD Ninth Edition>, �---� e, Extend re€r�farcirrg steet a minir�um af 2'-6" through cald joir�ts. Unless specificatly tocated �, Ex ansion batts shait be wed e t e °Hitti° or "Rawl° or "Sir� son", or a roved e uivalent 3 - s' x 4.i31' nait RAD. RADIUS }.� on pto.n or details, coordina-te cotd joint tacations with engineer, p � Yp p �'P q 3 - 3' 14 gage stapte REF. REFERENCE ,,,,�1 � with -the fottowing t�i�tir�ur� er�bedrten-ts� 2£i. Roaf rafter to 2-by ridge beaM 2 - 16d coMMOn taenaft REINF. REINF(7RCEjREINF4RCEMENT ��`� f, Wetded wire fabric shatt cnnfarm -Go ASTM Speci�ication A-18S, Lap wetded wire fabrie a �12" diar�eter °--- 2 1IC" �� minimuM of one fult m�sh ptus two inches. Laps shalt be wired togetl�er. 5f8" diar�eter ---° 3' 3 - 3' x o,i3�� natt REQ'D REQUIRED 3/4" diumeter ---- 4" 3 - 3' 14 gage stapte RET. RETAlNIt*IG �� g. Epoxy anchors catted far an the drawings shall be 'Epcan° or `Rawl" or "Simpson$ or REV. REVISION STRUCTURA� WODD �RAMING� 2 - 16d eommon face na(t R.S. ROUGH SAWN approved equivalent anchor syster�s. Minir�ur� embedr�ents, if no-t specificalty indicated or� 3 - 3� x 0�131' nail � ���"" a, Except where nated otherwise, all 2g naminat lumber, except stucls, shatt be Dauglas the drawings, shcztl be �zccot^ding to the manufacturer's specifications, 3 - 3` 14 gage stapte SCHED. SCNEDUl�E h, Att wetding shatl be done by an AWS quallfied weEder. SECT. SECTION � � Fir-�arch #2 �and better, and alt solid tiMber beaMS and posts 3" nor�inat and wider shatt be i, ���Qy painting within 3" of fieid welds until welds are comptetPd. 29, Joist to band ,�olst 3 - 16d GOMMOYI face na�t SMT. SNEET Aougtas Fir-�arch #2. Where corrosive soit canditions exist, steel ar� ies that are used to su or� exteric�r 5 - 3� x o.�31• na�� b. Studs shatl be Stud grade and better pouglas Fir-�arch or Her� Fir, � stone veneer shall be atvanized and shaEl be attached to the foundatio� �mith alvanizeel 5 - 3� i� gage s-tapte SIM. SI�i1LAR ('�} � g � S.l.P. STRUCTURAL INSULATED PAIVEL c, Buitt-up pasts shalt consist of Douglas Fir-Larch ar Her� Fir #2 or bet-ter 2x4 or 2x6 30. �edger strip 3 - 26d caMMOn �ace na�t ` ,� studs p�r plan and shall be nal4ed tQge-�her wi�;h 2 rows of 16d nails @ 6" on center along or stalntess steei expansion anchors, 4 - 3R x p.13z' na�t SP�C. SPECIFICATION �1,1 �Q�h ���� k. Atl grout beneath cotur�n base plates and steet bear�s at bearing shalt be non-shrink, non- q - 3' 14 gage stapie SQ. S�UARE cl, Buitt-u laear�s consistin af rrulti te 2x r�er�bers shalt be nailed -to eth�r with -two rows of Metalkic type grout, Grout shall have a r�inir�ur� compressive strength of 2500 psi, b �, q 5TD. STANDARC? p J p 9 31. Wood structurat panels and particle board z 11E' and tess 8d • Cper EEI> 16d nails spaced at 12' on cer�ter, or with two rows af 1!2" diaMeter thru-botts spaeed at Subftoor, roof anc� wau sheathing 2 3i8� x o.t3i" nail" STL. STEEL ��.� �� c�,n-���••, <to fraMirag>> 1 3/4' x 16 9�9e° $TRUCT. STRUGTURAL. e. Tap and bo-�ta�, ptates shatt b� Ilougtas F'ir-Larch or Hem Fir #2 and better. Ptates ptaced �ENERAL REQUIREMENTS, 19�32' to 314' s�d tper EEI>q dir^ectty c,n concrete walls or stabs shatt be pressure-treated Her� Fir #2� 2 3/s' x o.i31' naitP T TRIMMER 2' 16 gagea T8cB TOP & B�TTQM f, Wood {aeams bearing in bear� pockets in concre-te ar r�asonry walts shall bear on a Q, Structural erection and bracing� The str�c-tural drawings iElustrate the cor�pteted 7/s' to i' 8d� T&G TQNGUE & �ROt3VE treated 2xf� bearing btack, Provide �" clearar�ce around end oF wood bear�, Block structure with att eter�en�s in their finat positions, properly supported and braced. The against sides of bear� packet tvith treatec! Cx bl4cking `to provide tateral support for contrac-tor, in the ra er se uence, shatl roviole sharin and bracin as ma be re uired Singte Floor <corobination subftoor- i i/s' to i it4' 10dd or 8de 7.(7.C. TQP OF CC}NCRETE p p q P g 9 Y q p q T.4.F. TOP OF FOf�TING beo.m, dUrin ConstruCtion 'to aChieve the �Inal COr� leted struCture, COntaCt struc-�ur�.l er� ine2r undertayment to fraMing)� 3/4' and tess 8d Cper EET> Withrn ftoar aist s aces b�nea-th sotid or built-u catumns r�oted an tans, blockir� of area � P � 7�8• to 1� 8ae T.O.L. TOP OF �EQGE 9� .1 P P P g for consul-tatian fr�at in contrac-t> o�s req�sred, i 1/8' to i i/4' i0d� or 8de T.O.M. T�P QF MASONRY ���J��{� equivatent to c�tur�n above sl�att be provided, Door or win�ow tr6mr�ers consist�ng of a �, Shop drawings� Submit shop ar�ei erec�ion clrawlr�gs �or struc-tural s-teet, r�iscettczneo:,:s s-ce�t, singte stud do not require special biocking in the joist space, steel �oists and girders, steet deck, masonry reinforcing steet, waod trusses, 3�, €�ar,et s���ng tto f'raMing) �f2' or tess 6df T.C}. TQP C}F h, Except us noted otherwise, r�ir�imur� nailing shall be provided as specified in the °Naiting �anu�actured waod ois+,s ancl iue°tam beams to en ineer �'or review rior to fabrica-tion, 5/�" $d T.Q.W. TC7P QF WALL / Schedule" an the drawin s <20Q3 IBC Tabt� 2304,9,1), � � g P THRU THROUGH �ERM1T: �.L ��f� �- 9 7'his review is for general corrptiance with the inter�t of the structurat design. The 33. Fiberboar^d sheat�,�,g� 1i2' No. 11 gage roofing nailh i, Bot-ts used for wood framing conr�ect#ons shalt be instalted with standard washers and nuts. architect and/or cor�tractor are responsibte for ehecking quantities, dimensions and 6d cor,mor, na�t TRANSV. TRANSVERSE ,j. Unle�s noted otherwise, steel connectors such us those r�anufactured by the Sir��son coordination w3th ather tracfes, r�o, 16 gage stabte TS TUBE STEEL C�LUMN Cor�pany shalt be used -to ,Join rafters, joists or bear�s to other bear�s at ftush-fraMed c� Existing structures� Contractor shatt be responsibte for veri�ying dimensions, etev�.tions, 25i32' No. t1 gage roofing nau" TYP. TYPlCA�. canditiuns. Use alt s ecifie� na'sls, Conr�ector eonditions not otherwise noted shatl utilize , 8d cor,MOn nait P framing, foundation and anythir�g etse that r�ay affect the work shawn on the draw�ngs, No, 16 gage sta�ate �1.�•�• UNLESS Nf7TED 0"fHERW{SE type U or type HU hangers of a slze specificalty designe�! for the r�er�ber supparted, as �n�}erpinnir�g, shorin� and 4aracing of exis-ting structures shall be the responsibiEity o� tne VERT. VERTICAL shown in the manufactur�r's p�ablishet� tabies. Cantact struc-turat engineer far details as �Qntra�c-tor, 3a. Inter{ar panetiMg zf�' 4�� V.1.F. VERIFY IN FIEL.D required, d, Dir�er�$'sons+ Check alt e�imer�sions against architecturat dro.wings prior to can�truction, Do 3!8' bd'` W.F. WIDE FLANGE k. Wood naiter pta-tes instattecl on steet bear,s or concrete walls for top-ftange hangers shatl �Qt scate drawings� Np?ES TQ TABLE 23Q4.9.1 W.P. WATERPROC?F be ripped to r�atch the w(dth of the watt ot^ beam flange. Nalter ptat�s supporting -top e. Constructian prcae-tiee�� General cantractor is responsibte far means, r�ethods, techniques, flange hangers fror� ane side onty shait be instatted itush with the face of walt or bea� sequertces and pr^ocedures far constructian of this project, Notify structurat engineer For s�= 1 inch = z5.4r�m, 2 318' x 0.113' nails anc� 3� x o.�31F naits are standard $d and lod Gun naits, WW.F. WELdED WIRE FABRIC flange at �he hanger locations, of or�issions or confticts 4aetween the working drawir�gs c�nd existing conditians. Coordinate a. Conr�on or box naits are perMi�;ted �to be used except where otherwise stated. ��• wQOD l, Mar�ufactured joists shalt be fram an �.pprov�d Manufacturer ar�d sl�alt be equiva(ent in re�uirer�en�s for r�echanicalletectrical/ptumbing per�etrations -thr�ugh structurat eter�ents b, �tatts sPacec� at 6 inches ar, center at edges, 12 inches at tnterr,ediate supports except 6 inches at supports where Wf WITH toad carrying cap�city and deftectit�r� crlteria to ptan ,joists in the depths and spacEngs with structurat engineer. Jabsite safety is -the sole respor�sibility of the contrac-�or. Ail spans are 4s �nches or r,o�e. �or na�un9 0� �,oact structurat panet and particleboard diaphragMS and shear watts, W/0 WITHOl1T 6ndicated on ptar�, Pravide btocking, bracing, web stiffer�ers and ather accessories as �Q��o�s used f or construction s4�att be in accordahce wi-th the lates-t editlons of the rEfer to Section �3oS, t�a�ts �ar watt sheathing are perr,itted ta �e cor,r,on, box or casing. V� AISC SYMBOL-WIDE F�ANGE re uired b the r�anufac-turer, c. �omr,on or dQforr�ed shank. �1 Y IBCIIRG. d, comr�on r�. Prefabricated trusses shatt be desigs�ed by a Catorar�o registered engineer to support the �. p�-��i�� not spedficaity shcrwn on the dreawings shatl be cor�structed in a manner sir�itar to e. DefarMed shank, full dead and live taads af �he roof, ceiting, and o�ny n-ther superir�posed loads. The the detaits that are shown fc�t^ like condit�ons. These iter�s shatt be brought to ti�e �. Corros�on-res�stant s��Ing or casir,g nan. fabricatar shalt cteterr�ine web arranger�er�t and meMb�r forces. Load ciuration factar for attention of the structurat engineer as soon as possible for appravat. Appr^oval shatt be g� Fasteners �paced 3 inc�,es on center at exter�cr edges and 6 Inches on center at intermed�ate supports. SnoW loo.dS iS 1.0. CciECUTA`ti4Yt5 P.r1Cl shop drawings shalt be SUbrlit'�ed to '�he ob'Eo.ined prior' '�o in�taE�a'tion, h. Corrosivn-reslstant roofing naits with T116-inch dlameter head and i i/2 inch tength �or 1/2-inch sheathing and architectlengir�eer far review prior to fabrication, The truss manufact�arer shatl specify I 3!4 inch Eength far 25/3�-inch sheathing, g, I'� i� the r�esponsibility of the Con�ro.Ctor t4 Corttact the s�tr�actur�l ert�in2er o:'t tne L Carroston-resis�tant staples with nominat 7/16-inch crqwn and 1 1/8 In�h tength for 1J2-Inch sheathing and 1 1/2 Inch `°�°.� g c�tl truss-to-tru�s conn�ctions. Ter�parary and perr�anerrt laterat br�cing of trusses shatl �p p p j ' y �ength far 2S132-Inch sheathEng. Panet supports at 16 Inches C20 Inches If strength axis is the tong d(rectlon of ��°�{���rfl °�� V����� ����r a ro riate time to erfarr� site abseruations visits, Obseruation visits -�o the obsrte b be installed as requirecl by the truss r�anufacturer, the en meer are for determinatian of enerat conforr�ance with the cons°truct#c�r� th� panet, untess otherwise mariced7, �°x �`������'"�` � �" �_ '�,� �� ���� n. Lar�inated veneer lumber t�VL) shatl have the fottowing r�inimuM pr^operties: 9 9 �� �� ��_�,� � ���- � a.� � �,�� � ���.t, dOCUC*tet1�5 o.nd ShalC no� be COYtS'�i^Ued as inspection, ,j, Casing or fittish na1�s spaced f� Enehes on panel edges, 12 inches at intermediate supports. �� � , �� �w 1, FlexUt^'o:E stress ____________________________________ 2600 psi k. Po�net supports as 24 inches, Casing ar finish nalts spaced 6 inches on panet edges, 12 inches at interMediate supports. � [;, �a����� �,��*�`�a „t��: h, Tho�gh every ef�art is r�ade ta provide a car�ptete and ctear set af cons-truction t, For roof sheathin a ti q panels 2. Madulus o� elo,stici-ty -°-°--------------°---------- 1,900,OOq psi g pp cations, 8d nails are -the miniMUM re u(red for woQd structurat --------- 1850 si docur�ents, discrepancies or or�issions r�ay occur, F?etease of these drawings antic�pat�s �,, Staptes snatt �ave a M�n�MUr, c�own w�c�th o� 7ir6 inch. R"��� �� 3r Tension paraltet �o grain -----°-----------°--- P eooperat�an and cor�tinued commun'scation between the contractar, architect and engineer to n, For roof sheathing appticc�-�fons, fasteners spaced at 4 inches on center at edges, 8 inches at intermedlate supports. '-��4�°' � .-..$.,--...�.w� ._,. ..m�. � k... R� �rw�,„W,�- 4, Car�pressior� paratlet to graln ___________________________ 2310 psi_ provide �I'te bes� pOSSlble Sti^UC�Ut^e, These dY`Ctwings hUVe bee�'t preparecf for �he uSE� ar� o, �`asteners spaced 4 inehes on center at edges, 8 inches at fntermediate supports for subfloor and wall sheathing and 3 �;��,,w 5. Cor�pression perpendicular to grain tparattel to gtue tin�) ----------- 750 psi c� q��,Uf�ed contractor experienceei m the constructFan t�chr�iques and syster�s depEC-ted. �ncnes on center at edges, 6 inches at intermediate supports for roof sheathing. �_ s _�wm ..,_, _� ,� 6. Horl2on'tal shear ___________________________________ �g� P�� p. Fasteners spaeed 4 inches on center at edges, 8 inches at interMediate supparts. .� .�33. q, I�er,s no-�ed as 'per EEI' have been char�ged fror� the iBC schedute to a More restrlctive requirer�ent. �,����°� _. __ ��.. ___ . . �.,..�.,_�.. _ . _ . _ _ _ __ . _ _-_. _. __ _ _ _ _ _ _ _ . _ �.�"��.�t°��°��'� � ,� ��������" ��, .�,f �� �*���.� ��� �,°` �c," � C(�NNECTI(�C� SCHED�LE � L{�CATION f USAGE ���.� �r� .�.`��-��°° ' � � �, �-° � � � �Fffi__-_�°�"� � s�€��s��v �� o� �QUiv. �o�sT -�iE-Qav�� �� ��� � � �� �� ��� ��� �. ���°���»���� �� � � � Si��'SGN HU212 2x12 F'ACE �iU'Ufi1T ��`�� �*s�°� � ���,�, � Sf�iF�St�N HUC212 2x12 FACE MOUNT (CONCEA�ED) ��,' �� � � � � .���� � � � � F� � .���������s�"�,��� r �,;� � .(��. SiMPSON �US210 2x12 FACE MOUtvT �"£�� ��� Si�ii�SC�N �UC210 2x12 FACE Mt�UNT (CONCEA�ED� `� Si�iF50N LUS210-2 {2)_2x12 FACE MOUNT �,� S1MPSflN PC6� 6x6 POST C�P FOUNDATION f�QTES: Q s��a�so� ��uc� �Xs ��cK �os-r aas� R � SiMPSON PC88 8x8 POST CAF' � 1 . NTA T NGINEER 1F OVER—EXCAVATION IS RE UIREQ TO FIND ADEQUATE SOIL BEARING � s���sot� A�u�g� �ix8 RS STAND°OFF POST BASt ��' �' � � CO C E Q 2. HEIGHT OF PIERS TC� BE SAME HEIGHT RS ADJACENT FOUNDATION E . �� ����'��� �FT��� 8x8 RS CONCEALED POST BASE ., " r-- � �� ` �. ap r- � j � TOE—NA(� CONNECTION PER FASTENING SCN, ON S1 � � � � � 3. MAIR1TAll� A MIN. FROST DEPTH OF 48" (BOT. C7F FTG. T� TQP OF ADJACENT GRADE) S=; t� c� � � � SIMPSON RC1.56 TAPPERED DECK RIPS (2x ON 2x} '� � � � t� �N S�Ml�SO�! RC1.81 TAPPERED DEGK R{PS (2x ON �VL) � ��1 C3) � FC}t�TlN� & PIER SCHEaULE � S►N1P�QN RC2.1 TAPPERED DECK �ZIPS (2x ON I—JOIST) �+ � � � � ,,.-..� TYPE FC?{�TING SIZE REI�(FQRCING PIER SIZE (� SIMPSON L9Q (OR EQUlV.j INSIDE CORNER '� _ � '� (�., � A 30"x 30"X 1d" {6) #4 REBAR EACN WAY 16" DIA. W/ (5} #4 REBAR FU�� NT. & BE(JT @ 6" �i D �`'� Q � � B 42"x 42" x 12" (8) �4 REBAR EACH WAY 16" DIA. Wf (5} �4 REBAR FU�L HT. & BENT Q 6" NQTE: NOT A�L OF THESE CONNECTORS MAY NOT BE USED. W �" —a X tr „ ,> > » SUBS�fITUTION SHA�� BE MADE AS REQ'D. BY SITE CONDITIONS, -� C� � C 30 x 30 X 1Q (6) �4 REBAR EACH WAY 12' DIA. W/ (4) #4 REBAR FULL HT. �c BENT C�? 6 � � m r z AVAILABiLITY AND FRAMING CONSTRAINTS. .� � —, o � c� w � r� > a � N�TE: AL� i=ASTcNERS TO 8E GALV. OR CERAc1tiIC C4ATED 2a�-o° 24,-�, NEVtf DECK RAILING{S) NC?T SHOWN FOR CLARITY. AL� f�EW RAiLfiJGS SNA�� CQNFORM T� IBC 16Q7.7.1 THE DECK 9S C3ESIGNED FQR A MAX. SNOW LOAD OF i 00 PSF. 1�0� '3� i��.o° is'-o" HOWEVER, PERiODIC SNOW REM�VAL IS REQUiRED. �--� i`-9" 9'-3" i l,_3" �,� � �,_9„ 4'-3" F 1'-3" � ' �� Q �� =° ��47 � ��.`b 2x12 7REATED RIM � �� � r..._...._,_o._...� � � . _ _ � r -� r 7r � r � r � r -� r � r ':� r -► r tir 7r � r -� r -Xr ~�r- r � :� Q �'�j���_1 C {�J � � �--.�j �._..e.1 � ! , �T P 8 3/4"x10—, 2" V8 GLULAM �CO T.) ��-y � � .�.�"I � � { � � � � . , �� � I � I � ! 1 � — � A I M � �. �,T ' (��oP��a} O � �'f� � � � "' �-_I_.�i I I g I �.��_.� � . � _ � { F �.� ��� i --- __1 �2 � !»...,...._.....�......�1 � �«w _ _ �_'�t "`�{ _ SO ID B OC iNG Mf —S AN {{� 0�1 BL CKI G MI SP N 2X12 �EDGER wf (4)-1/4"x 5" -r �.T� � M LEDGERl�.�K TYWE SCREWS C� 16" a.c. � � (�}L �- YP �, � �„ �,_�„ g,_�., a M �R SCREWED IN TO EACH STUD � T �x� D TR ATE P C�7 6" .c. � � � .�, � M � � _ ft � ,�_g° 9�_3 x10 TRE TED C�? 1 " o c. P �� �"}.-? p.r.y �--__�I C���H�1 A � _ _ _. ._� A ' �/� ►'� � � � �� � �� � +��_5-118"x10—�,1 „ V4 GL LAM.-�y. .�p F—�I � � �. �:� � l � , D D �'� �'"� m �, !;" � ,-� � B ROP EDJ �-� , � C} � � � I � ;_ �- � �c, L i» �J L J L. J 1. J � J L ' .! L .1 t�J L. J k.. J L 1 L .! L P J L\�t /� (� I.._._._._�1_ _ _ _ _ L_.,...._.J . .� � � �� r _ � _ _..._ _._._.... .__. � ._.�.._.� L—] �r�/ � LINE(JF KITCHEN 8� "' + �° ,� •, f �, � + 2 X 1 2 �E D G E R w/ (4}—1 f 4 x 5 _� �' � Q1N1N� RC30M ABC?VE �EDGERLOK TYPE S CR EWS C� 1 6" a.c. ( � _ . . . _. _ . . _ . _ _ , - _ _ _ _ : _. . �� LINE C7F KlTCHEN . . _ � . . & DINING Rt�C7M �� � � � �iaovE T.0.S.F�� _ T. . . .=T.0. EC K (� � E� -- 91 —6 0 S F D �� "� T.O.S.F. E EL = 1U(J-'-4 � � � ►�;,' �� EL = 91 -6 � ' � � �� � � � �, � , _ �� _ � � � � --- � � � � � f �� ���� �� _ . _ _ . _ _ _ _ _ . _ _ _ _ . . . _ _ . .. _. _ - - _ _ _ _ _ __ f _ - - ; � �`''°. (� , � � ' � _ _ ' ' , ; ISSUED PERMIT: 9/3a f 14 FC�U�JDATl�I� F'L,A�I �' i �oRTN MAIN LEVEL F�AMII�I� �ORTH SCALE. 1 f 4" _ � ,_Q„ SCALE: 1 /4" = 1 '_C}" �HEET _ � =F�'° � , '# �;��._{ -. 3. et���k ��� � ��1e:�!' '�'��m,��� :^ '� � �v��{ ��. �t �°` €s�.'`'".�y�.A�'. 'a -�� . a"�.�`�..�. �_ �� � �� Y `�'"° .�....��.W ._�..,.., e�. .,.�. > . >.�-.k-��. _� PLANLEGEND �` �p � CLAMP ON SNOW � �� i/��� _' o = e SNOW FENCE 1 BRACKET ��� y� ° � �_����� ����, � � SNOW FENCE EXPANSION �,; T T T T T T T T �_ � � DECK MOUNT JOINT _ � j T ' T T T T i i T T � p,., o `,° T T T T T 1 • T T T i � � 6, SNOW RETENTION NOTES � ' r ' ' T T ' ' T T � j: � � B R A C K E T T Y P E: D , , , , 26�-10�� �/�= Q � BRACKETS/SQ 127 i T T i � � � � EST.N0.ROOFING SQ 26 , , , v � DECK SHEATHING: 518"OSB r w � , T t , � � r � � , t t - � o ,� FENCE TYPE: NIA � � � , � � co MOUNT SPACING: NIA , T r ; T T � T ; t T � � MAT'UCOLOR: STEEL � � r ; r r r t r r �n �; ROOFINGMAT'L: SHINGLE ���� � '� SPACINGIWIDTH: 5-518"VERT _ � � ' ' T T ' � f�;' `� � RIB HEIGHT: NIA 6�12 , r r ? r r T T T ✓ v-- a��� � ROOF SLOPES: 6;12 _� - • � , j , Z�° � GROUND SNOW LOAD: 140 PSF � � • REVISIONS PROJECT NOTES (�` � _' � , . i . 6:12 6'�2 1 2_ c� 1.ALL D SNOW BRACKET EAVE COURSES TO 6:12 o� BE INSTALLED 6"FROM EAVE,U.N.O. _ � ? ¢� i �� �Q . . . . i . ! . . : . 1 1 � �,I � H �- w� �, �U . . . . � p�w ! : . 1 1 . . i 1 L L . _ . 1 1 1 � o d � w o 6�12 6�12 � w� . i , . � i � : � - � � V)J� � 2�� : 1 1 . � 1 � � e . . . � KEY NOTES 0 i • ' . ° . � 1 ` • . . . ' 1 ���`_, ¢�� SR1:D SNOW BRACKET(SEE DETAIL 2-3/SR1.0) " ' � ' � , , , . , , oc%�ir� 1 � � SR� . . 1 1 1 < , . 1 . . �� �j � � o o ' Y � ` � STAMP 1 . 1 1 . � �� i � � C �ti � �_ . i i � � � . . i o � \p ��'`� � � 514/2015 GENERAL NOTES (` � 1 : 1 ; : 1 : : . � , . � : 1 ,,,� � � SNOW RETENTION PLAN �,� �J,� `� !__ �-. 1.Snow Bracket/Snow Fence layout has been engineered for this specifc roof application.Any 1/8'�= 1'-0" �� W deviation from the prescribed layout will void the � U product or system warranty. C z w 2.install Snow Brackets/Snow Fence per � w specifications and details provided by TR,4 Snow �"'i � � p and Sun.Installer is responsible for the correct � � �� 1,! ��� � ,� � 1 1 1 � W � installation of all snow retention system W �U components. �� � �J 3.Installer shall check existing job site conditions D � ;� �01� 2'_43�4" � and dimensions priorto installation.Installershall � �ju� w Q> report any discrepancies or conflicts to TRA Snow � �P i I i z � a n d S u n p ri o r t o c o m m e n c i n g w o r k. 1` `�/��� � , �'- r, 1� d- 4.Drawings and quotes are based upon information u `^' c V!'� m Q � provided by the customer to TRA Snow and Sun. "`'Q V v� Or ��—23/g" � � � TRA Snow and Sun is not liable for any informaUon � � OOFING NAILS � ' that is found to be incorrect or false. � 5.Any snow bracket quantity shown is for estimating e E i� � �1 � - W purposes only and is based on the calculated SNOW RETENTION PART SCHEDULE � number of snow brackets per roofng square. � >, PART/DESC QTY � s °� � Installer is responsible to verify proper snow 3-3/a �NSTnuaT�oN. � D R A W N B Y:C Y TT BRACKET IS INSTALLED WITH FOUR 2" c� APPROVED:CHK'D bracket quantity based on actual number of roofing D SNOW BRACKET 332 i rr ROOFINGNAILSDIREC7LYINTO � squares. SHEATHINGIMTH TRIANGUL4R END OF [� � � � � : � � � = BRACKET AT EAVE END OF ASPHALT m SNOW BRACKET��� SHINGLE NNCOURSEABOVE OER � SR� .O OPTIONALPARTSCHEDULE ASPHALTSHINGLEROOF o PART/DESC QTY �� � DISCLAIMER:ThesedrawingsarethepropertyofTRASnow D SNOW BRACKET LAYOUT DETAIL D SNOW BRACKET INSTALLATION DETAIL � � and Sun and any reuse or further distibu6on thereof in paR or ROOFING NAILS 1328 2 � SHEET 1 OF 1 in whole without written consent Gom TRA Snow and Sun is �/4'�=1'-0" 6:12 SLOPE 12.7 BPS 3 NO SCALE NMay 4,2015 prohibited.Drafter is not an architect or engineer. 4 A-� A-r� A-r� �° �ly �� '��1 v !�� j i i °�; e � �� i j i I �■��- ..�-;'J�+ � remove Kalwall � . ��. V�� ._ � � rePlace witn shingles � .. i and siding � icold vent countertlash � I � � re:A�5.1.4 A-SIlc3 P �dge�enf � � A-5.1.2 I � � � N � i O r-- � m16 O / P aspholf shingles over 8itufhene C w/Snow Clips � ±_ � sphalt shingles over BiNihen \�I reroof llnif B to match Unit n �� w/Snow di � � �� �� asphalt shingles over Bifuthen ��4 � \\ I \\ � �� w/SnOw clip5 � Oo� A-5.1.1 � C1 6 9 �.-s_,.,--7— i—� � c coltl�ent countetflash "'F— a __�upperlevel -- - ----�e:A-s.,.<--------- ------ ---------------- -- ------- --- ----------- � 9 .__ --_. . . . . . . . } �� i xa cnar,oei Nsr�� raa�r,9 ro mor�n � $d� � �/� � cedar sidin \Qi raBing detail on narfh eie�ation � !�/ �� i L. / �i � i � main level ---. ------ \ I I / A-5.1.3 ,/ .--.—.—. � L � wood girder beam � n\ W ..I... I' J � _ � st � { � ` I'__ ` alum frame sect o h � :' olum frame secl�o.h. I {�� � ,.��-~ en ry '� — tloor w/obzc re glass door w/obs<ur loss � } :# a _ � ��I ; �� � � r I lower level II �' ' � �� 9 " --.—. ----- �.� ---- — ------ ------ w � I — ----�--. -- r � --, ........ . . Q O I I � � I I � I ixa:moomcaao�orredwood `/ �Q I I � � I I � spaced 3/4"apart Q I I I I � � II I � � � � � w � II I I L1--------I � --�-----------� I /� t---------------------i'- j �= I--I W'� i i i °�; H �O � South Elevation � v� �v ii iia„=,.o" i Q � � � � M f� ' ` ' � W � � � D � ' � � � o � z � i � � JUL 14 2015 Z � � TOWN OF VAIL � �~ � move window � .:.�t.. `(,� .. n/ Q� ,' �v ,� F.�� ����Q �� �_ � � , �.�/� p� L!-� , .��;���e1�=� L _J ''�r`JM �'�-/` � -�� �'J \.2� \I! � _ �•�� R.D Nt j � --- -- —� ----- —�----� ---� ---- --- — �---------� — ;�,��`�e �� � � � , � new rarng to match "+�."�j � � 1 !/1�°fD AR��''� � f� � �-- [��,�., tF.�' u'i' railing detail on north ele�ation .. . _ "` — _`� � 1 9 – � � � revisions: 12.12.74prelim � - 126.15 DRB - — — 5.4.15 DRB rev � -- — m ----�— — — — -- m —.�—' project: 1403 d8t2; 626.75consfr. � + sheet no. � .—.—.—.—. . -------'---— —— —------ — — � � —--- � A-3.2 � East Elevation � � � 1/4"=1'-0" �J L� � L--J construciion is ocurring on "B"side party wali is B3 stories high � � j�*—party wall and property fine � o 5 7/2"rock wool insul. I m'io' � in all cavities at all � replace any missing '}- O0 C 3 floor levels i fiberglass bath a� � o - I � � $n �2,o^ 2s_a, new 5/8" � ` ewsTing � 9 c fire rated � 5/8"fire rafed -}— � 9YP.bd. I gYP.bd. r ` �a I 1'-6° 12'-0" :'. 2 6 � 2 6 < (��J) � A.5.1.2 j _� � I � ' I �� ,.�,� o. . o . I .o . o U .8� - i > ! e � . . ° � . . � i � � o ��iz° o I . . �> e \ I - I ° .I ' _ _ � 0 thickenedlconc.slob 0 � _ CLOUDED PLAN, � ' V ' y ' ' bed #1 bed#2 THIS DEfAIL ° � ° Q ° i 0 oi . o. . .Q F . . . j . . . � I � � I HB _-- H8 = _ overhang ot_____ � I. ----R-bS—�—' —" 0 mo;��oo,— --�-g$--- " PARTY WALL DETAIL � �— _ � " -�_.. .,.....,.�.:: 2-c I`. '° 3„=1. � 'I I ° --- �:. �--� `'°�a ' I o I I HB � � I'en ` � �_ � . 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I L -- - - _ � _------wJISne2.e�w- - - __ -_-_-_- � living kit. w �� kit. U z�1 i dining w �O � QO � i � WU � � W i �--- � � � w � � � � Q i pWd� stair � b ; C7 0 � � z � �, z � Q deck stair � � b O �~ ^ O� entry living ���E uF eocp� "y ��� �� R.D NE •� 1 4 l,C�C. \`��� .., FO AR�N � 4.-0. I7•6• 7•-0•• 5•Q�• deCk revlslona: � 8.11.14 DRB 9.15.14 AMEND 9.30.14 PERMIT project:1403 � date: �2a.isHOrTUB � C� C� C � M � 180 ,a� �. . D I n� ' ' plan norfh aneee no. I '! � %��� �- �- 201� �JI` main floor plan r ,�,.._,.a S�UPPLEMENT � � ` TOWN OF VI�I� � �`. _ __, 1