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Home My WebLink AboutDRB120595�� . �;cMidM�w�u��pr� �u��r��.a�a'r IC��ii�ir� Il��i�� '1�'��'� �M �1 �'� 1�1�1 IC��p�u�tqm�r��t �� mmmmu�irriit� IC��Ic�pmm�ir�t 7'S '�c��u�h Fu��n�t��a�� c��i, �'�iil� ��Il��rr��l� '�16�7' t�dl: �7'�.47�.21�� : '��!�.4�'�.��452 ��r; �r^��.�r�iil�c��r,��r�� Project Name: SULLIVAN TRASH ENCLOSURE Project Description: Participants: DRB Number: DRB120595 CHANGE TO APPROVED PLANS TO ADD A TRASH ENCLOSURE UNDER STAIRWAY AND RECONFIGURE THE ALIGNMENT OF THE STAIRS. OWNER SULLIVAN, SHEILA A. 12/19/2012 2645 LARKSPUR LN VAIL CO 81657 CONTRACTOR HMR CONSTRUCTION & REMODELIN 12/19/2012 PO BOX 2502 EDWARDS CO 81632 License: C000003452 APPLICANT SULLIVAN, SHEILA A. 12/19/2012 2645 LARKSPUR LN VAIL CO 81657 Project Address: 2645 LARKSPUR LN VAIL Phone:970-231-9449 Location: Legal Description: Lot: 3 Block: 2 Subdivision: LARKSPUR MEADOW CHALET C Parcel Number: 2103-143-0105-5 Comments: See conditions Motion By: Second By: Vote: Conditions: BOARD/STAFF ACTION Action: STAFFAPP Date of Approval: 01/08/2013 Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond:201 (PLAN): DRB approval shall not become valid for 20 days following the date of approval, pursuant to the Vail Town Code, Chapter 12-3-3: APPEALS. Cond:202 (PLAN): Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Cond: CON0013025 The applicnat shall match the color and architectural style of the trash endosure door to the board and batten siding and color at the time of installation. Planner: Warren Campbell DRB Fee Paid: $20.00 � � ,., .,�. ,� ��i �� 1�. �,=_<' � f, M DEC 1� 2012 C� ?`� � S� Department of Cammunity Development 75 South Frontage Road � Vail, CO 81657 Tel: 970-479-2128 www.vailgov.com Development Review Coordinator Applicat�-crn`f�.i�..�sign Revi�� Changes to Approved Plans General Information: This application is for all changes to approved plans prior to Certificate of Occupancy. An application for Design Review cannot be accepted until all required information is received by the Commu- nity development Department. Design Review approval expires one year from the date of approval, unless a building permit is issued and construction commences. Submittal Requirements: 1. Three (3) copies of all pertinent approved plans with illustrated, labeled changes 2. Joint Property Owner Written Approval Letter, if applicable. Fee: $20 � Single Family Duplex Multi-Family Commercial Description of the Request: G�,��d��A D��•.+ -� iNC�dc o.. 'Ttu+s1� �aS,�.�+.-c.. �,n.c�i.t... S-�t..: rtrn►a �1 Physical Address: ��.��; �,,,q-21[,.5,�� (��..-c— Parcel Number: Z/D3��130 /arf (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Property Owner: �,L. L,� 5..�.F.Q: v�..J Mailing Address: � Phone: Owner's Signature: Primary Contact/ Owner Representative: ; ��, �, ►20 {..,�-In12 C1J►�J f��,-rf�J `. �en,,..C��... 9, Mailing Address: Q� t5a 1( �f'� Z F.�,�,usr� S�, t�.� T Phone: �?p _ 23 1 — 4`f�f � E-Mail: �.�,tLGV�S�Q �� C-on� Fax: 9�� — �2 �< — d �r� For Office Use Only: Cash_ CC: Visa /�C Last 4 CC #� Exp. Date: Auth # 05�?3 S Check # Fee Paid: ��. �� Meeting Date: Planner. � 1 � �W� C , Zoning: Received From: R DRB No.: �S Project No: ��$ j � —O �J�% � Land Use: Location of the Proposal: Lot: Block: Subdivision: � � . .k.`.. .::.. TdWN OF VA1L��=: I� � I� Department of Cammunity Development ��/j 2 75 South Frontage Road �/ L� n Vail, CO 81657 �► � � Tel: 970-479-2128 �E'C 1� 2012 � I� www-vailgov.com , I Development Review Coordinator (.� � 3', � S(?w` i j Applicat�vn fai�'.�l.�i��i Revi�� Changes to Approved Plans General Information: This application is for all changes to approved plans prior to Certificate of Occupancy. An application for Design Review cannot be accepted until all required information is received by the Commu- nity development Department. Design Review approval expires one year from the date of approval, unless a building permit is issued and construction commences. Submittal Requirements: 1. Three (3) copies of all pertinent approved plans with illustrated, labeled changes 2. Joint Property Owner Written Approval Letter, if applicable. Fee: $20 � Single Family Duplex Multi-Family Commercial Description of the Request: G1.�,,,a ��Tp „�L,� D��.► -� i,� c.l�...� o.. 'Tw+s i� .�u C.�.a S,ti.«-t._ �A n.�,t,� S-�.: 2 �n►a �1 Physical Address: 7 ��y �� 5,��_ ( ,_ �� Parcel Number: Z�o3�y3o ,Lrf (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Property Owner. 5�.�: L.� S.�P.Q,'u4..J Mailing Address: Phone: Owner's Signature: Primary ContacU Owner Representative: ;�M.�,,�, ►2p��{-�n12 (��q,,,.G�.,� � jt�,,,,r(,r�Q�7 Mailing Address: Q� _ Cia 1( Z�� Z �C,vs+� S �� . �(�-� Z Phone: �?�� _ '2.3 I — S'`!�f � E-Mail: L�,fL.GV� S� Q�jL � C..o,v� Fax: 9?� —.�� < - D�� For Office Use Only: Cash_ CC: Visa / l�C Last 4 CC #�� Exp. Date: Auth # 45r1?3 S Check # Fee Paid: ��. �(� Meeting Date: Planner. _ �_ t � �W, C . Zoning: Received From: R DRB No.: I'j ��, 059 5 Project No: �{ � ) � --4 �J� � Land Use: Location of the Proposal: Lot: Block: Subdivision: PLANNING DATA SHEET Property Address/ PID 2645 Larkspur Lane Le al Descri tion Lot 3 Block 2 Vail Intermountain Lot Area 0.210 acres or 9,147 sf Date 1/4/2013 Planner Warren Campbell Pro'ect Descri tion Addition of a trash enclosure under the deck stairs Land Use A lications Residential Owner Contact Info Shelia Sullivan, 2645 Larkspur Lane Architect Contact Info Michael Roe 970-231-9449 Zoning Two-Family Primary Secondary Hazard Districts None Comp Plan/ Land Use Low Density Residential Use Classiiication Single-family unit Pro osed Use P/C/NP Single-family unit Accessory Uses P/ C/ NP NA Environmental Im acts/ Hazards Wood Shakes No Percent Slope (40%) Under 40% 12-21-10 60% of site being disturbed No Sec. 12-21-14E Finished Grades 2:1 Minor grading is occurring to direct water around the structure Sec. 14-6-1 Table 5 Floodplain No Wetlands No Water Course Setback No Utilities NA Sidewalks/ bike paths None GRFA (Gross Residential Floor Area) Square Feet Total Allowed 4,207 sf Existing 1,993 sf Proposed 24 sf Remaining 2,190 sf Primary Allowed Existing Proposed Remaining Secondar Allowed Existing Proposed Remaining General Front 20 ft Proposed 28 ft Setbacks (perimeter) Side 15 ft Proposed 25 ft 19 ft Rear 15 ft Proposed 10 ft. Corner Side Proposed NA Minimum Lot Area/ Width Required 15,OOOsf/ 30' Proposed 9,147sf/S l ft Max Site Covera e Allowed 20%/1,799 sf Proposed 1,160 sf Max Building Height Allowed Flat 30/ slope 33 Proposed No Change Buildin Materials Required NA Proposed Minimum % 60%/5,398 sf Proposed 83%/7,604 sf Landscape Landscaping Minimum Width NA Minimum Depth NA Minimum Square NA Proposed Footage Screenin Required NA Proposed NA Retaining Wall Heights Allowed Over 4' eng. Proposed No Change stamp Trafiic Access Existing Off Larkspur Proposed No Change Lane Driveway Width Allowed Parking in ROW Proposed No Change Driveway Slope Allowed Parking in ROW Proposed No Change unheated Stalls Required 4 spaces Proposed No Change Parking Proposed Loading required 0 Proposed Li htin No Change Trash Enclosure Yes under stairs Roofto Screenin NA No basement deduction was calculated. The existing structure is in the rear setback of 15 feet. Parking is in the ROW. This was previously an Notes over/under duplex. In September of 2012 a plat was approved to make the property a single-family unit as the kitchen in the lower unit is to be removed prior to final approvals. This was done so the property would be conforming and thus be able to add GRFA to the unit. �3'�l�a`� ��'�'��.. I��IGN RE'�il�# �°�`�� PPI�� g• 13 ��`; �, , �-- -�_ W� �, - '�� • 5��lNG � / -at� �� / � / �31��0 �I� SrrE �N CoND��N► MkP aP � c�� w� s�p� �� 5 ��' •- �' �� t t l�S� 2►^ ��°S�Ce � e �¢, L,(< i s Sff o"' i n�e�� l`�S �ok7o�rds /� .• �t, ��a�ab�R- C71i��' � \ . y�d/G �+/y �.��A^ '� FxiS't1N�s �� F �+�� I.6�F•'��Ct� G � � �X15?� N (, $1� � � ` � _ i_ _ �_ A w . .� ►� �� 10E�K � w..r,. �-•�y .- �%1+►/NN z�6�S [,Ir�l�S Pt�R l.A�r� -. �' � � t� �� 0, �� Ltyr�, �t�� +� cNr�Moc�N t�IN 5� ��J�v� �G� "�4P-RP�P" p��G�c�G� �o�K-11ohti� � gov�o� �NvKrro� �� c'o 9kal.W �'r'• � �� iD �C��C � I DEC 1 g Zal2 � TOWN C?F VAIL t�io4�1'�{ � � � � a � � � N � 0 N � w m W a W U �m N � •� � m � p � � � �o �9 N m •� O D O � � U � � �m ,M a > Z � m y � Z `� W Z ¢ � � wZ � ggo W�W� a F- O 0 Y?o _ �Q� � g' Q N y N�� Z o a m � � J 0 J � 7 H . _ � IIII I Ip pIIII� � ' qll I�I�� ---. ---- � REMAIN MAIN LEVEL NOTE: ALL EW WI� TO HAVE A .35 MIN U-FACTOR TING. EGRESS UNIT 12 12 � �p T tV ��`�� PROPOSED STAIRS 0 EXISTING SKYLIGHT TO REMAIN 12 PROPO.�iED � 12 �- DORMER ADDITION i � i i I M I I �LOWER LEVEL� _ _ _ _ _ � _ _ � _ 91-0� PROPOSED DECK E ISTING , ECK � � ■ DET�iL T� MATCH EXISTING PER CWRRENT CODE. - - I - � - � -� I � I ARCHITECTURAL SPECIFICATIONS 1. ALL CANSTRUCTION TO COMPLV WITH THE 20091NTERNATIONAL BUILDING CODE, 2009 INTERNATIONAL RESIDENTIAL CODE, 20091NTERNATIONAL FIRE CODE, 2008 INTERNATIONAL MECHANICAL CODE, 2009 IM'ERNATIONAL PLUMBING CODE, 2009 INTERNATIONAL FUEL GAS CODE, 2009 INTERNATIONAL ENERGY CANSERVATION COOE, 2009 INTERNATIONAL PERFORMANCE CODE, 2008 NATIOW�L ELECTRIC CODE AND THE 1997 EDRION OF THE UNIFORM CODE FOR THE ABATEMENT OF DANGEROUS BUILDINGS AS ADOPTED BY THE TOWN OF VAIL BUILDING � DEPAR1IulENT. 2. SEE STRUCTURAL DRAWINGS AS PREPARED BV THE MJ MUELLER CO. INC. FOR ALL STRUCTURAL MEMBER SIZES, DETAILS AND SPECIFICATIONS. 3. THE ONRJER AS DESIGNER IS RESPONSIBLE FOR ALL DUTIES AND OBLIGATIONS AS OLITLINED IN AIA DOCUMENT 8101 (STANDARD FORM OF AGREEMENT BETWEEN OWNER AND ARCHITEC� IN ADDRION TO ALL TOWN OF VAIL DESIGN REVIEW REQUIREMENTS. q, THE CONTRACTOR IS RESPONSIBLE FOR ALL DUTIES AND RESPONSIBILRIES AS OUTLINED IN AIA DOCUMENT A105 (STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR) AND AIA DOCUMEfYT A201 (GENERAL CANDITIONS OF THE CONTRACT FOR CONSTRUCTION). 5. OWNER TO COOF2�INATE WITH CONTRACTOR GUARD RAIILS AND HAND RPJLS AS REQUIRED PER7HETOWN OF VPJL BUILDING DEPARTMENf. 6. OWNER TO COORDINATE W ITH CONTRACTOR PROPER SITE DRAINAGE AND DRAINAGE SWALES AS REQUIRED TO PROTECT PROPOSED STT2UCTURE. 7. OWNER TO COORDINATE WITH CONTRACTORALL IXTERIORAND INTERIOR FINISHES AND DETAILS, ROOFING MATERULL, WATERPROOFING DETAILS, PENETR4T10NS, MECHANICAL, ELECTRICAL AND PLUMBING REQUIREMENTS NOT SHOWN ON THESE DRAWINGS. 8. VERIFY DCI571NG DIMENSIONS IN FIELD, NOTIFV OWNER AND DRAFfSMAN OF DISCREPENCIES. AREAS OF CANRICT MUST BE RESOLVED BEFORE RESUMING WORK IN THOSE AREAS. 9. PLAN DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE UNLESS NOTED onierxwise. 10. ALL MECHANIGLL, PLUMBING AND ELECTRICAL DRAWINGS TO BE COORDINATED WITH LICENSED AN� INSl1RED SUBCANTRACTORS IN ACCORDANCE WITH 11-IE ABOVE REFERENCED CODES AS REQU�RED. PROPOSED SITE WALLS �-�--� _� 1—_�—��-- �--�� - - - - Z ,� 16'-6" LOWER LEVEL ADDITION � t�^�� a � SOUTH ELEVATION . � � t-t��r��u`� ��- � 1 /4" = 1'-0° �'��iIV R�� ■ � ��`�� PPR�� .. ��: �e $' 13 -�>> �.�,�� c.�.� _ _�.�...,.� N � N W m W w � > W � a N r- 0 N � w m W F- a W � � i fU N � �� m IO, a V N N � ^ o �9 .^ N m C � O o � � U t �� d> � O � H '�^ � v, W Z QL � r W � � g�o W °C W °� a�� YZo �U =�Q � g' ¢ N H `�� N Z O � m i M J 0 J � H III I�I DI DI ��II � ' I�� m�pl �� . , � PROPOSED STAI RS � -A� _.. PROPOSED DORMER ADDITION 9'-0" DECK ADDITION 'OSED WALLS 17'-0" LOWER LEVEL ADDITION BEYOND � C � ��r�� I�N R -�' �, �� , �,, • • 13 �, �'2�`�� o. U _ _ ._,��, - _�� .�._ 1 � 12 6� EAST E L EVAT I O N 12 � 6 � 1 /4" = 1'-0" MAIN LEVEL � 100'-0" LOWER LEVEL N � O N � W m w U W � � > w � a N r O N � W � m � w � a w � � � � �m O a � N N � p o � m .� N p O D � � U L � 0 � a� Z 0 � � � Z � W Z Q � � W Z � g�o �°C w oac �F—O � cnZO _ �a� � g' a N yN�� Z O � m / M J 0 J J � H ul II� DII II plll��lll 'I , �D� mi ��d A2 of 3 r — — — — � � — — — — —� i � . >�� I c m� WALL LEGEND I EDGE OF EXISTING ° °� � I DECK TO REMAIN � p CONCRETE WALLS TOP OF PAVERS � TO BE ADDED � 90'-5 1 /4 � �,y � � EXISTING MASONRY �� _=u� >� � � �a' WALLS TO REMAIN . �'*� �' � ��"-"a �.3• � � � p 9 --- EXISTING MASONRY I y�� '�� N� SLOPE �� "=4 `� �'�� .� K . ` 31'� t� � t�' i � U --- WALLS TO BE REMOVED I 1/4" PER FOOT `u�� a; 28'-0" 4 I � �s � � � �� ' :�, ; �, +� �;; �?� e"�� O ��; � , i�� N '" �TOP OF EXISTING SLAB � I p `�_ � ��'� �, � — � } _y�r .. W 91'-0" I TOP OF AVERS a� o�f � , 9��7° ��,, fA 4. ��n � x %�< _ _—I -._ . ...__ _ --! A ; � W 1 - �� _ �� w �•� � � � � � � TOP OF PAVERS � � � TO EX ST NG N NUND# �ION 8�� 15'_2" I �P ( 90'-11" 11'-6" 3'�" I 5'-0" b' N DOWELS x 3'-0" @ 16" o.c. � DRILLED 6" INTO EXISTING AND I..� I �,�. �' I �GS / ; W GROUTED w/ NON-SHRINK I I T�W � � TOW EPDXY (2 LOCATIONS 7YPICAL) I•' I S�& I I 91'-0" SLOPE ` n I �: 91'-2 3/4" � Z a E 1/4" PER FOOT �. SLOPE 4" CONCRETE SLAB-ON-GRADE TOW I STEP T�W � / a � O � �� REINFORCED w/ WWF 6x6/10x10 I I S5 93'-6" TOW � CENTERED w/ 4" GRAVEL J °e L I (_ TOF BENEATH AND 1/2" EXPANSION I I r �, --i- � TOF � Z _ 90'-8" : a MATERIAL AROUND PERIMETER — � — — — � — — — 8" . . ' ' . / e�'-o" o W – Z io — — � a � � I � — � � — —l� BY �TAPER � � W Z � C I: I �('� EXPANDED FOOTING +Q O�F �/�I\ P I O + �"'4 � FOOTING W' � "� � V 4'-0"x4'-0"x10" wl4 - #5 � � � I — F o � g � o �' Srj �( BARS EACH WA � I 87'-0" I I O � � I, ��¢ I:.^ I , V�� 9`� ��.�� J � �� I (Q S6 SIM � � a H � TOW U" _-.S ``� T O P O F S L A B SIM uJi a � � � � �� Z O 9 8'- 1 0" I e. I � ' D"'- \ 9 1 - 0' - `� 8" $" ' f`- 4', I�� C V I Y J Q Q,� t l� E ST E P / F � N =� Q V �� \ � �\ S5 I. Tow Sg � s 3� s I F W � g�¢ Q D O W T O P F P A V E R T O W � � N� S T E P O W T E P T O W S c J g p�- 4" �, 9, �� I •, S 6 e- y N U STEP TOW 94'-4" TOW 97'-10 3/8" �_ TOF _ _ -- — SOF� ,a STEP `• � _ TOP OF P VERS S T E P a O �` g� � � TOW � 8" � 90'-1 �" . I TOW Z J m " +� $." . ' ° -+� • � ; °% � 8" _ l r Q m TOW �. �� , . � : �- TOW � � N � M L--- �,�„ — — 97'-10 3/8" � -- 1� 92'-6" TOW � J � N �� STEP . TO J I g4'-4^ W, J J � TOF �` TOF 4'$" $�� ' . , k�88'-10 � g � m � � 88'-10" � 8,, TOF � 8,� �.� • a � y W v :� SLOPE �'' � �� ' ~ CONNECT NEW FNDN. TO �� S6 �� Tp W � , __ STEP J W EXISTING FNDN. w/ # 5 d: � / i p � " � TOW � � DOWELS @ 16" o.c. x 3'-0" � ��; �: � � STEP 4,�., 8'-0" DRILLED 6" INTO EXISTING � .. � � � � �'4" �.TOW � � . � r /� � � . . _ r AND GROUTED w/ TOF 4'-3�2' - \d,� ?'. � / � .,' 0 1-� �-- — NON-SHRINK EPDXY TYP 88' 10" k� i• t-�i'Ll d !\ tJ' o� -t Z� �°c' �`S �CaSV1 2+'1G�f aK G�� O• �`�p \ � • '��/�O� ' V 1 f '� a � l� 1� �� \�`:� �� 24�-0. 8. s,$„ 8„ �� . �,, � � FOUNDATION PLAN � .-- ___I• 4• �3 1 /4" = 1'-0" NORTH ,�.`� ,'. _ W �► STAIRS- \ 6'-8" FINISH TO FIN 11 RISERS @ 7.27" TREADS @ 10.25" MAI N�CE�E�C F R�IVI IN G P LAN CONTRACTOR'S OPTION- � �l�" _ �'-�" IF TREX DECKING IS CHOSEN, TIGHTEN JOIST AND STRINGER SPACING TO 12" o.c. �� ?��w. , �'_�� [��r�� ` =R � � �,�'�',�-��`��-, 1-g�!3 ____ . w� i i U Nm •C N � �m IO, a V � � � ^o ��. � � N m �5+� � � O O Gfl3�gY � U "g Eg �° sa. . .... Q% O _ _ `��' � > �� `�� a > � J ��`' N � � ��, � � � �; O I � e., .r..'' N it��° a "�` � � ��: ,. r� �� a�' '-_' W m. �$y� � m � `�"�'' , W U W 0 BA PLATE 1/2" x N 5" x 1'-0" w/ 2- 1/2" � DIA. EPDXY j ANCHORS W � � Z TS 4x4x1/4 PER a 0 m PLAN y � N Z C� o W Z N � � -�_ � � w Z E 1�-- m Z o 0 o � ��o =1'-0" V v oC W oQc O � W ��O N � YZO JV W �g>JI � � �nja I 6- 3/4" DIA. x 8" LAG BOLTS INTO SOLID BLOCKING 2-LVL13/4x91/8 LEDGER PER PLAN D ETAI L B N � O N � W m � w � a w � rn � � NV> Z � a m ' M J � J J � y �� IUIII� ' � u �� , a� �� STRUCTURAL SPECIFICATIONS } 7 t'�ucntlat�at ds4i3n hnsed up«n `Cl�tien=ut>:m t�f E_zcavaf��n", lub �# 3! l:i9A � pt��ared bc k1f� CF£�3'i�t't4�iatCd Iu}y 15, 2fl11. ltrsttllatic?n Qf}s�timCter da�ins and siSe isrizatic?n i� ccmt', sm �viilt soil� s��or:, Pre1d tz,i drainc 6efnrc hacl�tiii:�. �li forai(rx�s ar� to hear u�o�z natu+�si uadissurbcd s��tt as ap�+rcrrcd k�> the soi!> en- �ittecr: 21 Ali neu Fnunc#ati�n around pce:meter nf s:rueturc �Iwtd hecr minsmum fiost }�rc tcetic� nf �GS" ta iwtuan� af'fac�m�,. AU Curxsds+:i�Re walts arrd cc�#un�� ia b� cen- trred rn �anner�zc !'t�cuings t�rrlcss shna•n athen�asr t�n ptans. t 3► ,�lt ;;�;t i� ptaci �cmcrefc niust ht r�sadr �s�iil.s €�on3and eea�ent r��d �tain mir�i- ruum �cjm�+�:u4� stren�th of �000 qsi ar?s�'?S dn,�s, Utsi�n basrd upaa i3i�;li.�t- f?�G Ct7(7�, ttF;'�;t"tkRi:ht�.3aTS ��1� E2Eittif 4�RCii� C't?>'ti�`Ct�7�; taC3 3tS}. f 9�). Cnnc*ec� placemettt t� �nf�xm �meth "Ce,r�siructic�n Rtc�uirrEntnis' as dr- tiac3 ira r1t'T ;}R, �3t �xpa>rt! ed�cs t9f w�,�ncreir shatl }un•� `.7" ctt�mti�r. Ltm- crrte �Utk sluit4 n�� havr :�ny henz�x�t c�nW jui3its uniez.< �i�:hnrizxd b; fne en�i- nru. �=isld 4zx�rdiaiape a13 teecsca! u�td,joitsts �'rth svutiura�l ensineer, use con- tinsac» ucr:itaE 4+att�r st�� at a!1 cotd joinc,. �) i�ciniarc•ing �el is :A�T':�� ruio �0. Rei»fc�rcxanent {+!�.cmetii sE�Rfl eunfc+rni to �1�ihl;�1L Cli` S7R'4C3ACti51'R4C`1'lCC, Zf�fl1 as �rc�sxieit b� i'R.SL 4l1 l�p spiiexs tc, be �+ininaunx �{i taar diwneter.;, at} harizonsa{ reinf�rcemrnt s<a b4 u!m- tinubus araunJ ctan� and ut w>x!1 intersei:riart;c. Minimum r�inf�>rcmtent prcrtec- tacr�r -ctaraxc-tr nuute�? a�inst i�rth ?" -wt��crete �ruraE i�ti fcitms ?" -caiicrctc si�nbs t" 51 Ait It�€�ber shriil 3m i3�+ug-� ir �'Z S-1� c�z t+sxtet> aI) wnlm e:�iTet! tt�mher shaU bc liem-t'ir ::� ��5 or ti€tter tait luzataer within } K" nf firtisit �;r�de cu in caniast s�izh rx�ncreic muat i�c ��imauix+.^tli. �ti [imhcrs are t)oeg-i�it t.°1 oE 4ciser. Pc�avide �alid btes:kin� at $'-0" on ¢anier irs ait disp9�ra4.*nu, At( ��iutnns tc? be �sntinucws be�in�, tn f:xtntiatiun. �L' iauCuw ccsic+mns specified ira gisns are srimzet�ss. g+:u+itlz tyne kin�; stud fnr npenings ta'� lr'-t�" tcrtd � kin� s#uaw %xr o�?enings r�vq� G'.t►". U? Siruewral �tcet sFxit 6se :1SI'�t Q:G tx bett�r �nd hc+trs shall br :�3fl7 dt lrtter. r11J stntcturai ztrrl is i., he de.�aiiuf. f�hncart�ci. painsed sued erc-�t�r3 in acc�rdar�ce wvith A(S� 5"iEFI. CC)`,tiS'7'#��:sCi't[7`� �AA�UAL, 2UU5 and C'OI)F� t}F S'1';1�- t7ARt7 YiLA�Tif;�. �}i TcuE��it itFed� �nehx�n am! e�a�� sx�ehr-rs ec �+e irf- sfati�et aceazrdin„ to rnanufat:tumr's sk+s:c"sfi�aiions and cfetails. 7! V�:esaSams i='.G�.t an� � manufactored b; Bt7i�� G��C�F)E �.f.7EtAti7ii�Tit?ti: ss� sh� dsau'sn�s 3+�d rnvtui'ucturers ssatrdard A�ii<. 9#1 !±uiit•up Y'er�afain L+ean!� mu�i i+e �,1ae+3 w;ih Pi,4e?c3 and na�ied �vith'_* n+ws of lFsd s{a�k�s �i° �3" oc. At; a�irrr�atcs tn !+e rctiriew��d and �rs�4`eci by khe caigincer. 8) Sh�Ch f7et>r� wiih �'�., T' :�sui G�?lywt�f µilh minim.rm s�+an ratitt� nf lt}f2G or bciscr an�1 giue �ith PL�€K?. *vait �tyx�cf w�ith ! Ud ;rr fi" n; tt, aIl jc:isis, tie#d coard3nkue �r�eu= �siio�. 9) Sh:^�ffi att ra:Eeriar xwxlh ��ith '.<'s" p#}wvcaud wi#4� minintam s!ctn r�lia� c�f �4:'(s cir bet�er. ?tiaSt �it�e iisi a[+" c±c u7 aii studs. f 0) L.i�^e Iaattc u_�d far .".ese�:r�- ttnc:r-�i3 p,z s,ro.w. �`ic�ar-itS pst�siaea,tial. -[3a:� 1�JE! psf. -'i�`ind-�i1 mp1� �:� sc`xsnd t�stj. Ea{��i�re 6. -Ears�iq�a�k�-7.cme C _}BC. i i l rii� wnsiruiv�rn nsiYC ctu'np}y wick ti� �fkC4lntertratk�rntr3 E3aiidi�ig C'odc �., a(i.i�ted �y th� 'Fodrn nf 4'ail i3uitdi�w C3r�artmenE and t#�e "Ger.rrai Cand'ae's�*ns �f t� {:r,nt+ace for Ctjn.ztrucei�n'� (AI,3 Dctc-umor�t .AT01 }. �I# to�rscructic,m m�si €� eaeraplettit s+;rt�in t�e tale�:c� �swribcd i:� the "[trsid�tia�! C"�shuc-[i �u t+�r €�� c;��t�u�sr � �+e,�a aF �n� s�.��'r�!va�. ;��sc�ct��'io�: t�F H�;�r rst�rt.��z:s. t�)t'r��truce wali a.sfuil�ws- -kxt�i�r �.c6 iii< 34° cic. -intu•ior vx� �,?' Ib" oc, nrslas,s nw�d ratherwasc_ 1 s� till L�rams, j��ists, �nd raRers �re u+ hc�r uy�ma tisatl, �sr tu:ao�;. or Ix huae w�itt± Sii�7!'Sf?`u Scmng 'iie han�ecra nr apgec�nt eqe«fs. 14E �!S stsnctur�i r�iena#�ers are sh�Wrn in their fnaf �aiti�m n:a�erl� bra�rci and sup- parl�ci: ds�rins ruqsirorii�un Sz nag}' lra nc^�essatt• tu t�stt�rar"rly shcjn: porlie�ns uf the srrurtu� wh'sle trt►cer panvt�n5 a*� t�ing .c3nstrucaccl. C`anta:t the cn�inser fgr rii�osu6tstic}r, as rcquired. 3 SjCrener.it C`antractErr it responsii�ke %r a#t catt-�pec i�cC c�jrmkc;icros. tYSntati^t c�ui- ��r t`�r d��tai3. �s rc�t}aired. Th: ��gi�rc�r `ts ta ��s�+uc �t�3 .tn�ctarai iubsTitutinns. 761C;enent Cuntrac,tcr is to tc vr�inate aii cS6aQhrcgm penrtr�tia�s Si.e.. ciaimney�s. pinm'aing, seuen. etc.} tltrou�h tic�t7rs. uatkc, t�ats sad f;�u3��#�tiva �rati. �,ith ap- y�r.rprs�t;. suis-cantr�sc'tvrti, Cseneraf t c�nt�a�r i� res�ssibie t'�r ihe mrxa»s. msth- c�ds, i�hrt;que�, «oqctaace3, �+m;.-� �iuT�s. �rorkmanship. �eawttai sch�ciulim� an�i joh-si4e saf•Ky as�acistcd w��rt this i scsici;s. 7`hc C;cnersl C'antrsctor is tc� veri€jr a4E 6imensenr�s an�i vie,atiors; zj ith tt� 3�hit�nursi deai�ings. '�arifi� engirrcer t�1 ai1 a�stttli�ts rnci rnnissinns bchvr�a 4•ariccuzc e}emc-aEt� of Fht cru�l:ing drrawt�s�s a�ut thc eaisting ti±�t�3itinas pr`for ta ec�rntnencing uvth that pprciat3 efthe �ject GemraE Cnnira:tur is tcr in;yae�t rc�ncutcl pn,ic'cr.c snd verify �riar usY �n�i proper di+pusztl of existitn �xiaYer'sats t�-�., asks�4ncn. etc,) a4 ret7t�ire3 t+y cYtcic. i?1 AI! r�sztcri:�ls c�pcis�.*ct !=v c�teric!r an�i nr ane�isCeem con�itic+ns sha(1 he uesttctE fiu` thr�t cnndirioas (i.e,. chemiu'i1 tmaunz�st. st�irting, pa�s�tin�. $ampn�ating, mc�r brat�rs, tlawhis��, a.tc.1 as reguired �� cctie. Ai� matcriala �o !s� tr�e�ted vr gr�o€e�ted fcu frrc rc�istancc xs *cpuir�i b,� rc�e. 2-LVL 1 3/4 x 9 1/2 LAPPED ROOF FRAM I NG PLAN 4 - 5/8" DIA. MACHINE BOLTS 2- LVL 1 3/4 x 7 1/4 PLUS FLITCH PLATE 3/4" x 7" PER PLAN w/ 5/8" DIA. BOLTS @ 24" o.c. FLITCH PLATE i THICKNESS MAY BE WHOLE OR BUILT-UP � � �S� ��;� �.f��u �'� �,� �i., ,.YI�'��9�i1 �I�V��/"i ' � � `��?� ��l:�r��-, �_•�•�� U Nm .� � � m IO+ a V � N � p D � m �� N g o � U L d m � d> �w �x EXISTING FRAMING TO REMAIN WATERPROOFING AND FLASHING BY 1" STEP 1�2" DECKING OTHERS .� \ 0 � � ��4�� 9,8� 8'-6„ DF 2 x 10 TAPERED FROM 9" TO 7 1/4" @ 16" o.c. PER PLAN LEDGER PER PLAN EXISTING FRAMING TO REMAIN EXISTING FOUNDATION TO REMAIN SLAB PER PLAN . W 8x28, HANG JOISTS FROM "2x" PACKED OUT WEB w/ 5/8" DIA. MACHINE BOLTS @ 24" �.C. ��CI��,� "LU28" TYP. �� II II � II II TS COLUMN II II "HU7" TYP. BEYOND PER PLAN A DETAIL A S4' 3/4" = 1'-0" ,— — - =11�11 � �� I II II �I �� (� II II II II II ��—�� 8'-6" TREATED WOOD SLEEPERS AND DECKING 1/4" LVL 1 3/4 x 7" TAPERED TO 5" @ 16" o.c. PER PLAN R-49 INSULATION WITH VAPOR BARRIER 5/8" DRYWALL �� °w�e +��' �°�. �� ,� E � \ ��; � a'sy GRADE 60 #5 DOWELS '�� '� @ 16" o.c. 3'-� _ 3'-0" � � � \ � u� � �- BEAM PER PLAN 1/2" PLYWOOD " 2 - #5 BARS CONT. TOP AND BOTTOM R-21 INSULATION PLUS VAPOR BARRIER 5/8" DRYWALL = \m 0 #4 BARS @ � 16" o.c. GRADE 60 #5 BARS @ 16" o.c. DRILLED 6" INTO EXISTING AND GROUTED\ w/ NON-SHRINK EPDXY. SEE DETAIL D/S5 FOR FOUNDATION SPECIFICATIONS ��' ��id �'� �%C�1,� �� ,_ 4 ��'� ��' � �-, � • � • �3 . (.{.R,�--.: . .._ . . . . ` . . .._— '_"'.- -.--"'___ � ' w � __ _ ,` f e "�� , t�6,$ci �a-; f� � co b�� N� 8�y�� ' � ° r `% � � �`, i �� a� s .� �� a� �� ER AND � OOD STAIR a ° � m �� N og � L °'m /-\ �� !� � a > � � I _ �n�_ d � I I � . . � d � ° #5 BARS � � 16" o.c. BO N z WAYS � O m , cv H � � Z � a° �° Q c°� W Q . � d � I � J Z a � � ��o a � W�W� �. � F— O � . 94� . N � Yz� � j =�JV � ;g>Q aN � y NU> N � m O � c�j W � .: � � �II y W � � � S4�of 7 FRAMING PER PLAN SLAB PER PLAN � ' � �' � EXTEND SLA ��I`'_` OVER WALL � � II E/S5 SIM. AND �- DOWEL w/ #4 @ 24° o.�. \ 2'-0" 2'-0,� # 4 DOWELS @ 24" o. � 2'-0" 8�� 2 - # 5 BARS CONT. TOP AND BOTTOM 2-#5BAR� CONT. 1/2" PLYWOOD FRAMING PER PLAN 2 - # 5 BARS CONT. TOP AND BOTTOM #4 BARS @ 16" o.c. SLAB PER PLAN � 1/2" DIA. ANCHOR BOLTS @ 36" o.c. � - 1" STEP 90'-11". �� . PAVERS PER 3" PLAN #4 BARS @ 24" o.c. 10" 90'-4" 5-#5BARS CONT. \ 4" 8" 4" I 4" DIA. PERIMETER DRAIN w/ GRAVEL CONNECTED 1'-4" INTO EXISTING DRAINAGE SYSTEM E DETAIL E SV 3/4w _ � �-On 1/2" DIA. ANCHOR BOLTS @ 36" o.c. � A �� 8" MIN. �#5 BARS @ 16" o.c. . 2" # 5 DOWELS @ 16" o.c. 2,_s„ . 10J I1=111=111= • �_l I 1=� ��_� � � # 5 BARS @ � �; �� !�ITi ��=111-, 16" o.c. � N 88' • � _ •� • — 10" TREATED WOOD SLEEPERS AND DECKING WATERPROOFING AND FLASHING BY OTHERS 3/4" PLYWOOD / FRAMING PER � PLAN #5 BARS @ 16" o.c. #4 BARS @ 16" o.c. 2" 4" DIA. PERIMETER DRAIN g° g° ��-4• w/ GRAVEL CONNECTED INTO EXISTING DRAINAGE 2�_8" SYSTEM . o D ETAI L D S�B PER PLAN S �J 3/4" = 1'-0" � . . . ;. �. �; ; �� ''`,��- �'�"� ��,�u� �:,a �,,-�,,�� ?_�� '� � � �� '��)i �/. ` -� �A Ir, _ _ _ ��+� J V :��, 1•$•�3__--__ t�� _ TOP(lOF 9.7'-11 � L P '- 3 4" 99'-8" 98'-10" ,�� <. «�': � 2-# 5 BARS CC�1VT � '�TOPANDBOT'�'OA`�I ' � �;:. °.- � ,x �. � ";� ` 1/2" DIA. ANCHO`�"''�� — BOLTS @ 36" o.c. �=�L,�, # 5 DOWELS @ 16" o.c. 2'-6" � 10" 10" 2-# 5 BAR� 4" 8" 4" 4" DIA. PERIMETER DRAIN CONT. w/ GRAVEL CONNECTED �'-4^ INTO EXISTING DRAINAGE SYSTEM c DETAIL C S �J 3/4" = 1'-0" U N � � �_ �m � a :� � a� a� � � �o �m '� N �°g � a s 'i ti � a {ry ��, -- �� , ,; � � ;_'; Z � m N y � � o W z Q m � W � Z � � ��o vi vo��a o � W �I-W-O N � YZO > �g;J W � �N¢ � � � �Y� ^, I y N O � N � m o , � N � � m ; O w y H , d I W � � � �� \ — cn � 98'-6 3/8" ` 97'-10 3/8" \ BEAM PER PLAN TO - REMAIN _� 0 � n SEE DETAIL D/S5 FOR FOUNDATION SPECIFICATIONS .' ' ■� . `� : : � .IIQ 99._ .. GUTTER AND HEATED PAVER � 11 �_ WOOD STAIR VENEER ON GROUTBED TOP OF PLY 99'-3 3/4" G RAD E 60 #5 BARS @ 16" o.c. BOTH WAYS � �� % �� /� M � �� / a - a a a � a a � a � 4 � d . Q � � Q. � � � 1 • • GRADE 60 #5 DOWELS @ � 16" o.c. 3'-0" • 3'-0" 4" �" 2 - #5 BARS CONT. � � TOP AND BOTTOM 0 #4 BARS @ _� ° a16" o.c. \ � � • 94'-4';� � GRADE 60 #5 BARS @ 16" o.c. DRILLED 6" INTO EXISTING AND GROUTED � w/ NON-SHRINK EPDXY. � � � � -�, 2 � DETAIL G S6 3/4" = 1'-0" 0 � in 0 � a a 4" 4" a d a d a TYP. 3 �1 /8" — — SIDES ��s�� W 8x28 PER PLAN 1/4�� 4�� I 1/2" WEB I I I STIFFNER BOTH 1/4" 4" ' SIDES OF WEB W 8x28 CONT. 1/2" BEARING @ J/S6 1 " � " PLATE 1/4„ COL. TS COLUMN TS & STIFFN RS � PER PLAN , � SECTION J �S6 � 3/4" = 1'-0" ` 1 � GRADE 60 # 5 BARS @ 16" o.c. #5 DOWELS @ 16" o.c. 3'-0" 10" 2-#SBARS CONT. PAVERS PER PLAN # 5 DOWELS @ , 6�� o.�� 2�_6�� 10" � � i t � �;; �, � �: , � TAPER FOOTING J`�'�� 1' PER PLAN @ F SIM. 4 w r . �. g� �3 - 3 d ss�-�o�_� . � ` Y a a WG � � � �,� � .. �� i� � � 4" 8" 4" � 4" DIA. PERIMETER DRAIN w! GRAVEL CONNECTED �� INTO EXISTING DRAINAGE SYSTEM 94'-4" or 93'-6" SLOPE TOW @ F SI� �'-� # 5 BARS CONT. TOP AND BOTTOM #5 BARS @ 16" o.c. 2" �\ #4 BARS @ 16" ac. 4" DIA. PERIMETER DRAIN w/ GRAVEL CONNECTED INTO EXISTING DRAINAGE DETAIL F 3/4" = 1'-0" U N C �� m O a v a� � �o n° N � •� L � r �� a� ` N `� O N � ' W m W W � N > W � z a�m H � c� ' Z � Z N W � W � W� 0 I � �� U ��W� Q W a�0 i � u'Zo N = �av w �g>—� � � �Na .� � : i i�s�tl�i�`� ��.;;� �;:��-. �� ,�;; � �:,�� '�;r��. � . �' r� � 1� $• 13 F � -- ^ ,� � z �. _ — � � �� G . .. �„ s --- -- ._. _ _ _ �---- __v-- HEATED PA� VENEER ON #4 NOSING BAR @ EACI RISER GRADE 60 # 16" o.c. BOTI J T J I CIVI H D ETAI L H S7 3/4" = 1'-0" � J � � � J � � J � � � � > J � a U Nm � N � i Q a � � � I � N � � p o � m '� N � O � U L O � � a> Z � m � � Z � W Z ¢ � ~ wZ � � ��o � v�� i W ��o � YZo _ �J� � g' a N (� NV> Z O a m i � � o J J � H