Loading...
HomeMy WebLinkAboutB10-0231 plans ,. e RE:VISICJ�S i BY � �� � SY1��IB�I� LEGETTD ` ' DR;A�VV�I��TC� LIST; �� �_______ __ ;_____ � � tr I n e �� _____ � ___ SECTION NO. �� � �� � � A1.0 COVER SHEET STRUGTURAL DRAWINGS �� BUILDTNG � � I ; __ .___ _._ ________ __.__._S�CTION-CUT __ _ ___ _ _�_ _ _ _ __ _ _ _ _ _ __ _ _ _ _ _ . • • SURVEY S-1 COVER SHEET' ; �, i E As� 935 Falrway Drive, E�.st LTnit � �H����� � • � « LANDSCAP�DRA WINGS S-2 I'OUNDATION PLAN { Lot1, �4'�V 1 Uth F'll�ng �-� SIT��LAN �-3�,����L��M������ ! �ETArL No. --� '�`' . (� _,_ I DETAIL CUT 1 ��� REFERENCB GRID LINE ����} V(ill* �V L-2 PLANTING PL.AN S-4 UI'PER FLOOR/LOW ROOI^�1tAMING PLAiV � S��"��`�•----' A81 �---' SEPARATE ADDRESSES ARE BEING CREATED. 925 FAIR�VAY DRIVE TS THE ALLE1�1 RESIDENCE AND 935 FAIRWAY I7RIVE IS THE CASTRO RESIDENCE aRCxl�c�uRnr_,v�w��s s-s Iz1�x�oa�F�MI�v�P�,ar� � � , , _ , ; ; _ C CS S G STRUCTURAL DETAILS _ , � � .: ;... : - � i ��,�T��.O�.PWD. A2.O ALtEA AL - �. ` � € DETAIL CtJT 1 SPOT EI,EVATION �!''E�EV aoa�-o° � � ; � A2.1 SITE PL�N 5-?STRUCTUI2EIL DETAILS �# � � A6.1 SI�. SITE ELEV.=116'-0" � ? �� � �„�..--�-�'�...-- A2.2 C4NSTRUCTION MANAGEMENT PLAN S-8 STRUCTURAL DETAILS , .. _ ' EXTERI4R ELEVATI4N 1 DRAWTNG REVISION _ -j A3.1 LOWEI2 L;BVEL PLAN S-9 STRUCTURAL DETAILS `':. A4.1 � � �� � f A3.2 MAIN LBVEL PLAN iMEGHANTCAL DRAWINGS R04M NViVIBER LiVING INTERIQR EL�VATION 4 � 2 ° �3.3 UPPER LEVEL PLAN M4.0 MECH�INI�AL C4VER SHEET � �:. ' - ' a � ` k;; � ; lOiJ s �`s' A3.4 ROOF PLAN MI.O MECHt�NICAL SGH�DULES �`� �: ` ___ >.���,�,� � � � � �oo��.� `:::::...::, �. � � � � 100 WINDOW MARK �n ";�` � {�;.`.7.,�;.. I I A4.1 ELEVAT"IONS Ml.l 70NING&C4NTROL PL�NS ������` �� �7 U A � � ; �,•.::. �,�... ,,���� � � C!� `. ::.:: i �i-+a x �.,r..��. . � `"� ��-����z '° �� A4.2 BLEVATIONS iVI2.0 LOWER LEVEL iV1ECi-iAir1ICAI,PI:,.�1N a��� � � U ; � <;. ` ��✓.1..1-1�J���`�11� .1.1��...J��1� �� _ � �� � v 1 � � A4 3 ELEVATIC7NS M2 1 MAII�t LEVI"L M�CHANICAL PLAN � � �. ., � .z r , _ t � < �z.. .�. ; ..:�'.: , . � � �--' C� � � ` � _ °a A::}.;� ,.. � � �; � � � � � .�� SECTION PLAI�3 SECTT4N PLAN �;`� � ;;;"''��,:.:�,::.�.._. .�. , e A5.1 BtJILDING SECfiIONS iv12.2 UPPER LEVCL 11�IECI-It1NTCAL PL�N ,,� C'� � � a��'E� % � ` ;� ° .,�a � - { ,7. W.;t;; .�� ..'`".�a�°�� '" } } � _� , � "�': A6.1 I�ETA.ILS hf13.0�iECi-IANICAL SCHEMATICS � i� • ;-+ ����- , , . 4 - '\\'�\�",,�\� ;" i- � CQNCRETE , �" ' '"� •� SUIL/COMPACTED FILL (-� � 1=) � ��/��/�l/��/ `' 3 ` '' �'�� '�.�;';. k '' , � . � �' `" ' tI � f � � I a,,.,� . .,. e. r.�.,..'.j.,.:> > ` � � ��� n \ � 4 � ( ( I 1 I \ \\ \ \\ � � \�:.. a\ .�.a.k � � � .` } \. \ 3\� ` \.. u.�� : �, + ----- j�\��\�\\��\/ � '` � ':4::: ` t...,� . � . ^ "� :v:.,�.:. .... :... �. ......... r , �, . � � { / / / / : ` � ' A6.2 D�T�IILS M3.1 MECI-IANICAL SCHEMt'�TICS �� �2 � �� ��" a . �.... � �...u:: � � �. t t . . . 4 � T � /\\�\�/\\/\\` ........... , r....;:s,.. � r �i\i\r\i. r..;:..: .... - ..,.: ..,.a.. . A6.3 DETA.ILS � � � � � �; � BTJILDIN� �' COl'�1CRETE MASONRY ���5� ROCK/ A6.4 DET�TLS � CC3 � C`'� N O N-C O M P A C T E D F I L L � P E 1�:��I I T S�T A10.1 LOWER r.,EV�L LIGHTIT�tG/RCP � �? � C`� '*"' � ' STONE SAND I�7'"�'u� �C�t�. UIlJ V���Q 1 V A10.2 MAIN L�VEL LIGHTIititG 1 RCP � � � � ��?!� � A10.3 UPP�R I.EVEL LIG�ITING 1 RCP ���� � � � � i • w�+ �, � p i ��ME�A�� FI�r��ED,�°°D ��� Nt�TE: ARCHITECT F(JR EA�T SIDE ��A.�TR.C► ��IESIDEN��) IS 11ZIC�AEL SA���R, � � � ( ' .�►.R+C��ITECT FCJR. �V�EST �IDE (ALLEN ��ESIDENCE� I� BETZG-LI.TND AR�HITECT�. � �E =�z� Rt�UGH FRAMTNG�R f '_���;�� � ROUGH SAWN TI2IM � THIS SET t�F D�:A�%VIN�S IS SUBI��ITTED F�JR. THE EAST (C.ASTR(J) SIDE C►�L�. �EE �` �EPEF:ATE I)F:A�'VTNGS B� BERGLZT��TD .��R�HITECTS FO►R THE �%'VEST ALLEl�T SIDE . E��,��� rt���� �., u GT.A7ING -f�-��'-� WOOD BLOCKING � � ; �� .��-�'�, � _ ,�"��". �' , � ���-�� ���, �,� .�r.,k,,,.�'�,`�,��� �,� �, �„,, .s s � �'v� �� `s n }�°���'`���� ���G����i�!; � : ���� � �LU-�..�M W�aD �(�I�E I��TFC7�:��J[ATIC}N PI�t��CT I�'�FO�:�V�CATI(J� VICI�'�IT� l�'��P ���,� :g��*� �� ���h� � � Zone District:Two family residentiai{R} � ��� �,s .� ��, , � ` �.r. ,t� � fi ��' � _ �° p CODE: 2009 IRC,2009 TEC OCCUPANCY T"YPE: STI�TGLE FAMILY HOME ��� �� �� � � ,� ��t� � � ��� �,A: �� �`$ � �`� ; `��";�. ',,'. � �� .�° � � �� � � �� � �r� � .� � � �� { . . d�v<< <k1� � \ � �,.x x.� a a�a I E � Lot is.451 acres e ual t 1 4 F ��`' ` ��; �� ; � ' ; , q o 9,665 � , PARTICLE BD,OR ENERGY CONSERVATTON:THE BUILDING COMPLIES WITH THE ENERGY CONSERVATION REQUTREMENT�ROM `�-��v�� � , ����� =t �� ����� ! Ar,UiVll[I�1U1�1 O� > �z� � :�.' � ��� �� ., �.��',��`�x �, � L� CHAPTER 4 OF THE 2009 INTERNATTONAL ENERGY CODE PER ZONE 6$ADOPTED BY THE TOWN OF VAIL,AND Allowable GRFA �' , t� , � r�,� �� ,,��- �;, � � W4�JD FIBER BD. \ � �. _ , � '� , SHEET METAL AS DEMONSTRATED BY REScheck SO�TWARE, AS I�OLLQWS: '\�' ,`�y tY; . . � ,��� ; ����i� �,�_ � �t,� r r,�,�S,��e k � \a�y�t''` ,s� *Z� ,�. a '�f F,,,,,� ����\Y�. ��'+:. k ° ��v' � t .46 SF per 1 SF of site area<10,000 SF of site area 10,000 x 0.46 equals 4,6Q0 SF \ '`� � ���._�.��' � i The following is a summary for the climate zone 6B of Table 442.1.1 req�.�irements of the IEC and as adopted by The Town of .38 SF per I SF of site area> 10,Q�0 SF<1 S,OOQ SF of site area 5000 x 0.38 equals1,900 SF �� \ � ���- BATT INSLILATION RIGID INSLTLATTaN Vail,and an autline of the propased R values of the assemblies of the building which are defined in the Constrizction Document ,13 SF per 1 SF of site area<15,000 SF of site�rea 4,646�0.13 equals 604 SF .\ '� '� , � ,, a,�� ��',,��� y{ ��� ����� ���� ' Dra��ings and Speci�cations: � � ` ` �� ` T �4�,��`�����'� �`�` tal d G Res' tial Floo a )f ti t 7 \;� *� � \ `\ z � ��� � � 4�� � ����� � � � � Maximum Glazinb U-Factor of.30 for new h�o family dwelling units per To�vn of Vail amendments,this can be a weighted `ti `� GYP.WALL B(�ARDI ACOUSTICAL C�ILING QZ� average. Calculated G A t � �" East Side West Side Combined '� ` ��.�' �.n,U,�.���r>��.��r��,� �; "��� ���� � ��� Lower Level GRI'A Calculated see Sheet A2.0:3861 SF X.60=23l E�.6 SF � 1148.4 SF 1171.8 SF 2320.2 SF , ,;., � �' �� � ��"e�� ��.��`�"•a��� STUCCOf FLASTER Ceilings-Requirement of R-49 which is reduced to R-38 perN1102,2.1 since the construction techniq�zes provide a fiill R-38 f � � �, , `� � �.�a: � ,�������� :.���.��_�,�:, � Main Level GR�A ]306 SF 1402 SF 2'708 SF ���' „�?,�� insulation value over the wail tap plate. The design provides a full R-38 insulation value over the wall top plate as follow�s: � .,� ��,����������,� ����"��`��u��� �`�''�� ```�`��� ������`' � U erLevel GR.FA � 1219SF 855 SF 2074 SF � � ���� �����u' `� ���`����'��� �` �' � ,. �''�` _� �� ; 1.Gathedral Roof Assembly-Provides R-63.3 per the 1/2"plywood over R-22.3 4"rigid foam panel over 5/8"plywood over p� ��,,�� � �„;�,,�����`�`��� � `��'�'�`��'� � �� . . . . . . � • : ��k.�,� .. " � ,�<".�.,:,. � t�: �.��� `� �, � ��"�.� , . � �.y, . ,,.,,................ � t�xs�ZE,.�. ;s�, �..",.��`'�.�',Av'Qti.z.,���.��.:<``�"���z ,_ . ;3 "�4 7'. � ., .�;tt . T I ro R id nti�l Fl or Area RFA 3662.8 SF 3428.8 S� 7102.2 SF ., �.��. _ . .... , a _. .., � <`�..�,�„� � �� , , ,���.,. U „�.�� `$,�a��•� , . �< � _ Otc1 �I SS 0S C.' c 0 ��J � ���ua���:. .r� ..,:��.ti... _ ._.. �,.��� �_.�»3w.a.� �n-n `�@� ,a�.��w�?s�;�,=;,.v,�'�.,. . .�,: � • : �.r.,�.�. CARPET 1IItiUilllti► 111Attu 2xi2 filled with blown rn R-40.5 cellulose msulatton over GW�or 2x6 T&G deckm with a full R 38 assem6l iovided over to .a ���,,,„ �;;���.«,,, �,,�,zs� :yy; .t.��;.;,� �,����. �;,,, . �� .�;� �f�,,.,,���� ; .,.. ��; V�ll � Y P P . . . � r ... . .,.���., ,�,.,�,m,�.,,� . � �z;',����'����������������,��� � < ���'�.�.�,`���; . :.� ;ti;;'�,, .� PLYWflOD ��= late � � Remaming Gross Residential Floor Area{GRFA) � 1,$SF ��������������.�����,���������ti����� . .,�,=s�t���,,���, ,� �.�� �:,� � \ .. � e n❑ • i� ���e�` 2.r�`��1�'`:'��\�4�V�;€���`�..»...kt,�,:�„��,��:a���..y`�,'Y z.�.c�'� �.,;a ,��.. �.>,.,.-,.,... �. „< � ����� - ' R- 4 � ri id foam anels over 112 1 wood over lx � ���.� � `�, ` .��.����,���' �,��`�u•���.�`� � � �' � " ���. `���,����������>:�. , � . � 2.Glulam Roof Assembly Provides R-62.5 per the 1/2 plywoad over fi0{ ) g p p Y . �,���a. ,� . � � . � , ,�`,`'`�,�.����.:.� ,,.. <n.- ��` �, �,���,,��,.:��\����.�__ : � � � �111'IT1�StT'IpS OVE,'1"7X6 Z'C�.'�X ClE.'C�CIR� Z'4ta YO S'C(U t1 L'T' � r� � �. �a���� � �` y� ,���.,. 3{���\�z' �`. �� Cti,sk�_�"�' ,,;a : .,,.,..��.., . �',� �..�t� � ��.n ��"�?�i>�� ��' � ti`�4� �� z'\��z-' � ` \�M1'� \�.., � � ,z�,� Y.�s "a.��„x c$ , �t�.c ,�.`,. � r,� ... �\� v �� 1 t� .uq, t'. ` Lower L.evel East Side 1908 SF Lower Level West Side 1953 SF �°y. ���}��� y; ��`°���`�`�`,'T�� Walis-Requires R-20-Provides R-29.9 per the sum of the provided R values of the typica12x6 wood framing wali assembly with ` �.� �s��� ���� �,kk .r � � • Main Level East Side 1306 SF Main Level VVest Side 1402 SF � �'il � 1�����►..Li Y .i.��1V�_�I � 3/4"wood siding or 6"stone ueneer, 1/2"exterior sheathing,R-9.6 2"rigld foam panels, 1/2°structural exteriar sheathing,R-19.8 �`��� ; blown in cellulose ansulation,and Sf8 d all exceeds the re uirement. Upper Level East Side 12]2 SF Upper Level West Side 855 SF 3 ��> � � ��`�,.' x a,. ,,� �� �'u' �l �� � � � - �`„��� S .;�, .> ; J � �..: ; Zbtai East Side 4426 SF Total West Side 4210 SF ` ��, ., ' ` AAD Attic Access Door G�LV Gaivanized RW Roof Window Basement Walls-Re uires R-10 of continuous insulation-Pravides R-2$ er the sum of the rovided R values of the R-I0 exterior d �°� ` - `'";a '`� � ,,., � ���" �:� .���� . .<� q P P '� �.� �> � � . A D D A d den dum G C Genera l Canrractor R(� Raug h O pening d2•aiFia e me dium wit l�t lle typica l 8"concrete wa l l wit li 1 1/2"airspace wit h 2x 4 woo d f urrin�;wit h R-1$b lawn in ce l lu lose x , �� ;� ' w���: � .:��_b �;� .`a,,� ���, ,, � Gara e�ast Side 560 SF Gar� e West Side 549 SF ` � �� ������` ADJ Adjacent GL Glass SA�'�I Sanitaiy � insulation arid 5l8"drywall exceeds the requirernent. � � ��„�, � ��� � g g � '�� �� � ��� ��4�•����� '� At�R Area of Refuge GR Grade SECT Section Setbacks , ��� � � ,� �. .' � �� � - ; �� .. . .�: ��� q I� a � � ' �� ; �,� :'v��� ; ` ` � �;�•� ���,��, ����,�, �: AGG A ate GL$ Laminated Wood Bearn SEW Sewer Floars-Re uires R-30-R-38 is rovided at tlie floorlceilin�assemblies between the house anci ara e 20 from front �.a� .,,, , � „� � ��°`�.� �'� � ` AFF Abave Finisl�ed Flaor GYP G surn SI-�T Sheet � 15'from sides , ��x ,. � b�,�� �"" ��`,� ��..����� a-� } Sa ' ALT Alternate GWB G�sum Wallboard SHI,V Shelves Basement Slab-Re uires R-15 for 4' smce the slab is heated Pravides R-20 er the sum of the concrete thersnal mass lus the 15'from rear e�``` �"� � ��` �� '` ` ����������`� �' �� •� i YA 9 t � )- P p � <:, �� �'+ . ��.� � �r��`.. ,Y .. ARCH Architecttiral HDW Hardware SIM Siznil�ar R-10 exterior insulation frorn T.O.footing to grade,witli tlle R-ld insulation at the inside of the foundation wall from T.O.slab Patio can extend to ro e line if less than 5`above ade ��,t' S,., ��„��������+',�.�' ! P P m' �' � �, � � �w � `�. � ,�. � ` � � BM Beam HD Head SL Sliding to B.O.slab and then cantinuous under the new slab areas Decks can encroach set back 5' � ��.� :y �` ` �� '� �J`�`�� ��'Y'�' � � �° �_ ' � BRG Bearing HVAC Heating,Ventilating, SM Sheet Metal Roof or architecturai projections can encroach 4' � ��$ F�1T'Wa �I1VG� ;~,� � ,, � ` � �V3 ' BET Between and Air Conditioning STC Sound-Tr�ansmission Class ADDITIONAL R.EQI3IREVIENTS PER TOWN(JF VAIL CODE Ab�ENDMENTS: $; �� � ° 4� � � � � 1 BD Board HT Height SPEC Speeification Height � � �� � �,, � -�� ` � � �} B S Bo t h Si des H W Y Hig hw ay S Q S q u a r e R O O F C t?V E R I N G:Mee t s Sec rion 1 5 0 5.6 o f t he Town o f Vai l Co de-Fire Re tar dan t Tre a t e d W o o d S hing l e s a n d S h a k e s.T h e F la t or mansar d roo fs no t to excee d 3 0' � -` �� ,,,� ,,;. ���` �� ` � ,� ? BO Bottom Of HtJR Horizontal STD Standard Davinici synthetic s}�ake and standing seam capper roofing will be installed to meet the required Class A roof assembly. Sloping roof not ta exceed 33' '' ,� `� � ' BLDG Building ID Inside Diameter STL, Steel � �` � ' ��'� `. '�, � ' �CAS Cabinet INT Interior STRUCT Structure al FIRE SPRTNKLER SYSTEM:Buildin is to be e ui ed throu hout with an automatic s rinkler s stern installed in accardance witli G�x� � ' � ' � ) � 9 PP g P Y g .. \ . . ��.� � � � Cp t C arpe t J T J o i n t S U B S u b s t i t u t e N F P A 1 3 a n d t h e T a w n o f V a i l.A m o n i t o r e d f i r e a l a r m sy s t e m w i l l a l s o b e p r o v i d e d. A l low 6 0 0 S P p e z•uni t,b o t h p r op o s e d g a r ag e s a r e l e s s t h an 6 0 0 S F. ,.` � � ;����;�:�`��� �� �`� � � � ; CL Centerline LAM Laminate SUPPL Supplement(al) ,v , ; �'�:; , �;; . <�. �:� ,'7� C'� ! �\ , � ` $,, ,.� . �'..�. ,�� . ` .� CCj r--� � CEl2 Ceramic LAV Lavatoiy SUSP Suspend(ed) PLUMBING:See plumbing documents from Rader Engineering Landscape �. � � �; , �� � ` CLQS Closet MFG Manufachirer TEL Teleplione Min 6d%of lot shall be landscaped,see sl;eet L-2 for landscape caverage calculations. �Az ;, ��` � � �' � � �a �� C'VIU Conerete Masanry Unit MO Masomy Opening TV TelEVisian MECHANICAL,:See mechanicaI docurnents from Rader Engineering � �: , ,�4 ` ` ., ' `� � .� � � I mn MTL Material TEMP Tem ered tt3 r'�'}` COL Co u p Parking Required per Chapter 10 � � � � CQNC Concrete MA�C Maxim�un IE That Is ELECTRICFIL:See load caleulations fram Rader Engineering for service and electric panel sizing Both dwellings are Iess than 4,000 SF CrRFA therefore 3 spaces are required.4(2 9'xl8'enclosed parku�g spaces and 2 9'x19'surface �. >: 2 � � � CJ Construction Jaint MC Medicine Cabinet THK Thick parking spaces)are praposed for each unit. �, ,:� } ' , tr'�, �+-� •� CONT Continuot�s MECFI Mechanical TPH Toilet Paper Holder � n ;, 4�.. � ��:.. �,k � \ ,. `' � G� DP l�amproofing MIN Minimum T&G Tounge and Graove Exterior Lighting � � V =� O`� h--� � DET Detail MTSC Miscellaneouus T&B Top and Bottom 1 light per 1,000 SF af lot area,tlierefore 191igl�ts are allowed. 19 exterior lights 18'" above grade are proposed see elevations and plans for ' �'„' � ��" � p � DIA Diameter AtIC Not In Contr�act T� Top C7f type location anc�number of fixtures.7 are proposed at the East unit and 12 at the LVest unit. � DIM Dimension NA Nat Applicable T Tread �� � D�'� Dishwasher I�TS Nat to Scale TS Tube Steel PR(�J�E�T T.�IRECTOR..� DN Down (JC On Center TYP Typical DR Drain OPG �peiling LJG Underground D��awn DS Downspaut OPP O�pasite U.N.4. Uniess Noted otherwise CLIENTS ARCHITE�T WEST SIDE ARCHITECT EAST SIDE STRUCTURAL ENGINEER MECHANICAL ENGINEER LANDSCAPE ARCHTTECT C(JNTR�-1CTOR StJR.VEY4R DRWG Drawing C1SB t�riented SCrand Board UNFIN Un�nislled � �Checked �� �act� oz� t�utside Diameter uBC ut7rforn,�ui►ding code Larry and Lori Allen BERGLUND MICHAEL L. SANNER KRM Consultants Inc. Drew Rader Scatt Sones Gary Hill Lee Lechner �1.. �tevat�on � �ennv tnaits.exc.� usG tlni�ed st�xes Gage .t�RCHITECTS LLC AT�CHITECT PG Rader Engineering Sones Landscape Arcl�itectul•e Hill Constri.�ction �_________._�___.____._.______ PAF Pawer Achiated Fastened V�2 Variable ' ' Date ��sT �X s��n� PE� t�e��farat�a{a) v�taT vent,tare 234 Clearwoad Lane p.Q, Box 237$ P.C?. Box 1498 P.4. Box 4572 Group 3Q946 Caunty Road 356 0810312014 EJ Ex ansion Joint PrsM �r���,;sl,�a sj,�et��c�l vIF ver� In F�e�d Vail CO 81658 40690 Hw . b P.O. Box 1735 Buena Vista CC3 81211 _ __ _ __ � p � Shreveport, LA 711 Q5 214 Edwards Village Bivd. Edwards, CO 81632 � Y . � : f s���E : �x�r �Xte�or pL Pla�� v�R�r ve�;cal Suite A103 Suite E-1 P.4. Box 115 Edwards, . CO 81 b32 � As indicated FE eas�r r�re EXz�n���sn�r c�t���ex �'L� �l�ap� vA�r v��yl asu���os�r�le Edwards CO 81632 Phone: {97a} 949-1007 Phone: 970 949-939 l Avon, CO $I 620 Avon C4 $1620 Phone: 719 395-9160 ^�J�,�,;v�. � �OC Face Of Concrete PR4D Product V Valtage Phone: (3 I 8) 865-l 26b � ( � , { � �'os Faoe of stud �'t�oJ Pro�e�i wc warer closet Phane: (974) 92b-4301 Fax: (970 949-0839 Phone: (970) 390-�413 ; �r� F;n;sr� �ROp Property wP wate�roo;� Manu�l Castro Fax: (97Q} 926-4364 ( } { ) . _____ u �adius or 1�15er wT �r�; zit Phone: 970 845-7910 Phone: 970 949-6490 i �P �ireproa� � Fax. {970 845-7522 Fax: (970} 262-2162 ga�yhill�a centuzytel.net ��� �� PL Fioor �� R���r WIN Window �'r� �laor�ra;n ��R Re��erator wt wttn tcomv.�o�) 2R Sierra Itamb�#64 ��ns@berglundarchitects.com �o��� �.g�e ' FTG Footing RETNF Reinfarce{d) Wl0 Without FDN F�undatian REQD Required WD Wood Real de las Lomas � � GA Gauge RHSIvi Round Head Sheet Metal Scre« Delegacion Miguei ' � r�oom Hildaga, Mexico D.F. CP 11920 �� � � � ; t Phone: 011525552458427 , I � S � I f � . .. . . . . .. . .. . . . . ._.. ........ .....____ . . ..__.. ... .., _..., _ ._.... ._._.._...___.�_..__�._._„._ ......___... �____.._..__,._.___._,.....�_____,...�„_.___..-_. ___...__._._._..�T.�.___�_......__.�...._��_..v.._�.�._._........._.�..--- . -�.�.. . . ... -- ...... . . . ---._ __ . _ �_ � ._.�� . - - . . . . . . . . . .. .. . . . . ......... ....... .. _ __.. ..._.__.. .... . .... ..._... ..._.. ... . .... . .... . ...�. .. ._... .. . . ... ...... . .._.. . .. .... . _ . . ..... .._.. ._... .. .... .__.. __.. . .__.. .._.. ...._ ._... ..... . .._.. ..._. ...... ....... _._. .. .._. ...._ ..... .... . ._... ........ .. .. ... ....... . .._.. ....... ...... _... .._... __.