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HomeMy WebLinkAboutVAIL VILLAGE FILING 1 BLOCK 1 LOT 18.pdf STON� GAP STON� PI�R GTR 70 GtR 2Y 9" � 3'-9" � � � � _ _ _ _ _ - _ _ - _ _ _ - _ � � � _ - - _ - _ - _ - _ - � �9 in = - - _ _ _ � 61 � - - - - - - - - - - - � _ - _ - - __ _ __ _- - - _ _ _- - - __ _ _ -_ - - _= 0 0 0 � - , a V t� � � N � ❑ � � N O N ; Z E H R E N PROJEG7 NAME: PROJEG7 NO:051649�0 DRAWN BY:ME ° AND ASSOCIATES, irvc. YHE ��UCxN�N RESIDENCE SSUE E�D BY:DK � ARCHffECRJRE•PLANNING•INTE6tIORS MILL CREEK CIRC�� VAIL, COLORADO � P.O.Box 1976-Avon,Colorado 81620 DRAWING TITLE: SNEE7: � (9701949-0257 FAX(970)949-1080 SIT� WA��. FENC� 9.1�2 a 233 E.Canon Perdido St.-Santa Barbara,CA 93101 SGALE:I/2" = I'-0" DATE: 05/I9/06 m5/29/0� � (805)963-6890 FAX(805)963-8102 IJ LEGEND : � BUILDING OUTLINE _ _ _ _ _ _ � PROPERTY LINE N - - O N � ADJACENT PROPERTY LINE w,.,/ "' � w OO ADJACENT PROPERTY LINE EVERGREEN WITH 0.7' DIA TRUNK UTILITY EASEMENT � � � LOT 19 � FOUND #4 REBAR WITH YELLOW UILDING ETBACK W p M PLASTIC CAP LS#16401 EVERGREEN WITH 1.0' DIA 1RUNK (8213.3�-�- `\\`����������i�i�����i \\\\��uauuuuuiii�,,��� ``\\\\����a�uum�iii���i/. EXISTING TREES TO BE REMOVED HP/ LP HIGH POINT/ LOW POINT � .� M ``\� ���i _ ; ` - ADJACENT PROPERTY LINE ; _ �\\�����u��������uro,U��, _ _ EXISTING STONE WALL ON , x o - - * _ _ -� � , _ �-•. NEIHBORING PROPERTY � � _ - - - _ %,���� `\\��,� = ; ; ��.r,__-„-, TS/ BS TOP/ BOTTOM OF STAIR C� 0 a _ ' - - _-% - - '� _ `<_ �1 - ;- �:- \ - - -- - ,. _ - - _ � ' .� ''ii, . - " - -- �- - _ _ `- -"`��-=?-_ -`- � -�- - - FOUND #4 REBAR WITH YELLOW � � ; '���m,,,,,,,,a��� "` N 87'T 6' W 163.88' \ - --\ � _ �-J - PLANT LIST � KEY W BUILDING OUTLWE K�, SCIENTIFIC NAME Qn SIZE REMARKS N COMMON NAME O N II \ DECIDUOUS TREES P�ACEOBY �A W M _ ADJACENT PROPERTY LINE EVERGREEN TO BE REMOVED - p g 2 3 ��� U � � w / � \ Malus 'S rin Snow' LOT 19 Spring Snow Crabapple I DEID T E Populustremula 'Erecta' 6 3 .0" • � o � U � � O C UOUS RF W Q � "`��iii����� EVERGREEN WITH I .O' DIA TRUNK 1 Swedish Aspen �\ \`�� � uuur�� � \\`�0W111011p/I/qy ������ bi�, ( I ) EVERGREEN TREE �`,,.} F..� V N t _ _ _ _ _ _ _ _ _ _ / ADJACENT PROPERTY LINE O Populus tremuloides 27 4 �„ pq �rr� � � (8213.3� `�`� ��., � � ` TO BE REMOVED � cn 1 __ - - ` - i - - f -{ �,y�omwum,v., �` ? - EXISl1NG STONE WALL ON 1 / 9 I� r4 � a � _ ; � - _ NEIHBORING PROPERTY � Quakm As en � � 1 / - I � _ ����II I� �� � ; ; ` �\��\ I� ��� �� i Canada Red Chokecherr U � x 1 � 9 3 .0" p a � / / � �• t--� ' - - - _ _ � ��\�\ � �//// Y P�r U � �.� � _ � r � + PC �i � A iannn � �� + N • lf• � _ _ ` _ _ \\\\\\ � �� ���//�� ¢ EVERGREEN TREES w � � � i i i , � / � - � �\\ RR C � � � s � / � + SA SA - PLACED BY LA M �� � JA � � � ,� EDGE PLOWED ROAD 1 � i � � \\�� �/ . �j _ - - - � � 1 ` � //��� ��� � n+im�� / Q� \ � � V T ��� �\\ �� �1 ��� S _ � + PHONE PED � ` Picea pungens Q � � 0 � S6 , 2 � � � 18'-22' Q U EVERGREEN WITH 20' DIA TRUNK - \ � L BT, � h \ SOD � � \ _ S J I \ � Colorado Spruce U � W/ PERENNIAL BED UNDERNEATH � � '� + e °.s�EEL EDGING � \ = = � ` - - � � � � � � � , = ` ShRUBS PLACEDBYLA � � W LIGHT- - � ` e2j Q � POLE � �' � �% � G � � � (8215.4) j� ; /Lk - � � '"'�����//llllllll\P���\\\ G 11 � z N \� i � � J �� � 8erberis thunbergn Grimson Pygmy' 9 #5 ° � � � � _ ��� � �� BT Crimson Pygmy Barberry Q ° \ � \ � k �1 / '', / � � � _ _ �_ _ _ _ _ _ _ � � � �,° �JP Caryopteris clandonensis I 3 #5 a a�i �'�i� � I � � + LI � � \ � � � � � CC Blue Mist Spirea � fi � � � � II �� CB , 3 \ ` � -. � S 1 TRACT F O Cornus sericea 'Baile ' I8 #5 a � / \ \ `- ' \ oECKABOVE CB � � 2 ' a � � scoae�ow Bailey Red Twig ogwood � � j� SN , � � � � - \ \ LOT 18 \ \ \ � Ew � ` �A Jamesia americana 5 #5 � \ � N C RRiDOK SP � Waxflower � � / '~ /_ ( I ) DECID11O�J5 TREE 0.3919 ACRES \ \ � B Juniperus hor¢ontalis 'Blue Chip' I #5 � ' � ( I ) EVERGREEa �EE \ � �8212� JuniperusprocumbensGreenmound' I #5 � � %.> To ae ReMOVeo � � Drawn b : JC (az� zz) r - � 7� I - � / / , � C JG Greenmound Juniper + � i \ HEAW�STi,N�NCF c�Nt�R �p� Rp,NG \ C �� �S JuniSkyrocketpJuor�ue 'Skyrocket' I #5 �= 34'51 ' � � � R = 169 . 5� � v�EW ��N� iw ez i z.00 � - - - - O Lonicera involucrata � L= 103. 10' J �w e� i o_nz . \ C \ \ Y Y 3 #5 � � LI Twinberr 11one suckle' `� C LEN = 101 . 52' i PeReNNin� eeo ti r,�n-eo sreti� � BRG= S 10'26 '26 . 5" E � � nccess �nTe r�nTio � \ �„ Prunus astena I 5 -6' bdb I view Purple-Leaf Sandcherry I � RRIDOR SP � O � Ribes aureum 3 #5 J ( CALC� �= 34'49� 58° � ren-ec .=.reN� � 1Z � � �` Golden Currant U R= 169 . 50' I \ ,' 4 � L= 103. 05' �8219�0� sinwc eou�oerts PAnc J ti ` � (827 � � R�bes 'i2ed lake' 4 #5 Red Lake Currant U C LEN = 101 . 47� i "EAw Pn°v=RSNAv B C - Rosa foetida '6icolor' 2 #5 BRG= S 10'27�27" E � r.v ez 4 az \a � � O Austnan Copper Rose � sw �� io.a� p�2 �yJ �ONGR�-E I (3) �UAKING ASPEN \ � PLANTED BEDS � Sambucus canadensis 'Aurea' 4 jJrj w 1 TO BE SAVED JS B i \ � W/ GROUNDCOVERS ��''TER � � 6olden Elder U EDGE PLOU/ED P.OAD � o M Salix purpurea 'Nana' I #5 � � PE�2eNNin� eeo �Z � 1� SN Dwarf Arctic Wiilow JPERENNIAL BED , � �J � B ^ � SG Spireae 'Goldflame' 7 #5 � I 5 Goldflame Spirea � �� � CB 3 � F� s az 'Ar�� / JG T � � � � p s ns I ' � � � \ 5 Goldmou�d Sp�ea I ;=a � _ _ � 1 �(B?7 O Synnga prestoniae 'Donald Wyman' 9 #5 (8220.6) � � � > >° '"- � VIEW 6 SP w 1 t � � Donald Wyman Ldac � � � 82eG.°2 III CORRIDOR ; I 1 � � , // �� 8�2 0� B � � � I I I 15.0' BS � SV late Lilac � �� I I �j � Syringa villosa I !t5 ��� � � " � �i STEEL EDGING � I = - �\ 7( / � � Dwarf Conrfers � �� � + � /y \ �� / SoD � � Spruce and Pme spp. 5 VARIES � ELECT I �� + �� \ �•. � C s�e wn,_� I � • �/ �\ + + PERENNIAL BED \� � \ �� .- FF P.RCI",�rECTU�5 w � I /. � � Illlqiii � + I j�/ � 4 1 � C /i� � + V V TR�tt F RMER %- � � � ' � � C � � U � �� � � _ } _ � - _ - 5. 0� \ / 6UFDSAN 5T0 EAY � - • t , � GATE TO SKiWAY � ^ � � p� �J - ' _ + � 1 I �1 • r� (8222.5)� '���Oj�inmmn"'i � - � + i / + � \ //�� TI E � /� \ �/1 l / V ���� 15.0� .�01 � i i w �r �i d ADJACENT PROPERTY LWE �II ( I ) DEGIDUOUS TREE 1' - - _ _ ,. ,. + ��� "° �� + 9� \V TREE LWE EVER6REEN5 � C � \'��� //% � Notes and Specifications � � � ( I ) EVERGIZEEN TRGE � _ � . . CB . C �� CO�OkADO BUFF � TO BE REMOVED JA� `rt/ _ _ + -- -- + / 1 SANGSTONE WALKW4Y N 83°01 ' � � 74• 45 ' - ���/ � ' � / ` 1 . It is the landscape contractor's responsibility to implement the design as drawn. Minor �� � ^� / P�nNreo eeos - � - - - C �/ `�\� CB field adjustments may be made as necessary. Substantial adjustments must be approved by O • rl PHONE PED � ` , � wi �ROUNOCOVeRS landscape architect prior implementation. '', - - - -� - , � v � DECI rRee wim i . 2. All plant material shall be guaranteed to survive transplant for one year from the time of � SEWER MANHOLE 15.4 ' � - - acce tance, assumin ro er maintenance rocedures have been followed, and to be free INVERT EL= 8214.25 P 9 P P P MEAS. RIM EL=8224.04 rRp,NSFORnneR � of insects, physical damage or disease at the time of planting. J �� EXISTING STONE WALL ON (3) DECIDUOUS TIZEE � r� 8 LOT 17 3. All newly planted shrubs, trees and any trees which may be stressed by the excavation or . � NEIHBORING PROPERTY TO BE REMOVED � � construction process shall be drip irrigated. Flower beds and turf areas shall be overhead sprayed. Native seeded areas shall be temporarily irrigated for 60 days at a minimum. � ADJACENT PROPERTY LINE � I N TR A C T B 4. Any existing trees or large shrubs shall be root fed �Nith an approved fertilizer and properly � VAIL VILLAGE irrigated. jSEVEN TH FI LI N G 5. All disturbed areas shall be seeded with the recommended seed mix. Verification of seed � i �, E mix shall be provided to Landscape Architect prior to seeding. i � 6. All shrub beds and trees shall receive 2" of shredded cedar bark mu!ch and/orwashed cobblestone. S _ - -� 7. Backfill all shrubs and trees with a mix of 2 parts topsoil and 1 part compost. �\ 8. All trees and shrubs shall be fertilized with a liquid root stimulator at the time of planting. � r (Fertilome root stimulator 4-10-3) ' 9. All herbaceous planting beds shall have 6" of existing material removed and receive a 0' 10� 20' 30� / fJ mixture of 6" of imported compost. This shall be lightly compacted prior to planting and �� ' /�f \ -- remain 1 .5" below paving or edging. SCALE I : I O � � ���(�/! (� � � , 10. An approved metal edging shall be used around all beds and turt areas not edged by � � � paving. The edging will have a rounded top edge and will not have a rubber cap. BUILDING OUTLINE r - --- � - ' � 11 . Location of trees and shrubs shall be approved by landscape Architect prior to � installation. � " � ' r 12. Bed shapes and sizes shall be approved by Landscape Architect prior to installation. � ���.�� � �c�� 13. All underground utilities shall be located prior to commencement ofwork. Any damage � ✓r�� /� � i� / ' / which occurs shall be the responsibility of the landscape contractor to have repaired. < « �� 3 14. Quantities on plan take precedent over plant list. 15. There shall be no substitution of species or varieties with out prior approval of Landscape j Architect. % 16. Turt grass shall be of good quality Canadian Blue Fescue with 3" of topsoil and 1 " of � compost. It shall be laid immediately upon arrival and no sod shall be laid after three days of arrival. Call L.A. with any questions on the Canadian Blue Fescue. 17. If actual site conditions render plan inappropriate, contact Landscape architect before proceeding with work in that area. Drawn by: JC � Shady Grove Landscape Architecture (SGLA) herby reserves its copynghts and other property r�ghts to ideas � � and concepts presented in I I DECIDUOUS TREE PLANTING DE I � thesep�a�s, ����st�at�o�sand EX ST NG TREE PROTECTION C DUOUS TREE PLANTING , a? v5 des�g�s. S��Aexp�ess�y S h RU B PLANTI N G d�5��a�m5 anY �espo�s�b���tY � from any unauthor¢ed use of these plans, drawings, and notes. No portion of this w w SCALE : NTS SCALE : NTS SCALE : NTS SCALE : NTS document snal� be copied or Z Z � J reproduced in any form or �-�, �-�, 00� � o manner, nor shall they be 0 0 �Q ° b�a�� assigned to a third party, e � without first obtainmg the I I p Qp � � author¢ed written consent I � I O Ov � of SGLA. � � a O � � � 3" OF MULCti AROUND SHRUB I I d � �a � Date Issue � � � > � I I - I I I `:•w';:' o ; I to/za/os DRB FINAL NYLON STRAP NYLON STRAP ��' '`�'aO PLANT CROWN AT GRADE tziovos REVISION I I CONSTRUCTION FENCING 1 2G WIRE 1 2G WIRE REMOVE UPPER Th71RD OF BURLAP - ADD LIQUID FERTILIZER AS SPECIFlED METAL STAKES �-'� _ - EXTEND STAKES TO DRIPLME � METAL STAKES � METAL STAKES 6' MI I ��' I� I I- � � - PLAN V I EW 3' DEP�F1 OF MULCFi 3° DEPTFi OF MULChi , I � I = I I = BACKFILL � I LI I I - y3 TOPSOIL AND I /3 COMPOST WATER RING WATER RING - COMPAGTED BACKFILL BENEATIi ROOT BALL 2 X DIAMETER EXISTING GRADE OF ROOT BALL Title U E ' i = - ii ° o w„d• bq� °ao o � pm• o .�r i i - PLANT CROWN AT GRADE PLANT CROWN AT GRP,DE � I i � . ��I I -I I i a° BurtiA� oF srn�s -I I I I-I I - I I I I I I I I -I I 1- � ��� � � � I � I I I - - ADD LIQUID FERTILIZER AS SPEQRED % � ,� ADD LIQUID FERTILIZER AS SPECIFIED � � C.°.l � , . NOTES : � ;: = � ::;:. . : 6" MI - - REMOVE UPPER TF11KD OF BURIAP 6" MI �y`} REMOVE UPPER TFiIRD OF BURIAP I . BARRIER PREVENTS COMPAGTION OF TI1E SOIL AROUND ROOTS y - I � i- y BY CONSTRUGTION EQUIPMENT. _ BACKFILL I I- I BACKFILL 2 . OPPTIONAL USE STRAW BAILS BUILT IN A SQUARE AROUND TF1E TREE - I - - 2/3 TOPSOIL AND I /3 COMPOST � � � - 2/3 TOPSOIL AND I /3 COMPOST Sheet # COMPACTED BAGKPILL BENEATYi ROOT 6ALL COMPACTED BACKFILL BENEATFi ROOT BALL I I I n , ❑ [f) J i 2 X DiAMEfER 2 X DIAMEfER � I I I '""� / // � OF '�00T BALL COMPAGTED SUBGRADE OF ROOT BALL COMPACiED SU6GRADE � ~ � r �� I IJ LJ LJ � -- � _ . . _. � . ' . � � . � . : . . . . i _ . iC � � J 1T ' _ ' � , �� v � � ' . ". .� i . .�r :. : . . ; . . . .. . ' .. . . fXf �� � . . . .�4ii ."rR�-R �, . . f. M1 � . 3Y�. . .nc. �. ' . . . . . . : _ . �. ._' i . :' . '_ ._. � . . . . . . �� . '. . . . ' . .._ , �. . ... . i r. � :: ' � _ . - ._.' . . _ . . - i . - i . . ''t. ' � • .. � �t '��.6. . < . o , �54�'�u!_' _"�-L-7-P�dJS'�"s.hY�z7RfiiS� l`:4�'-��'�"�i • � 2ti�S.,. I ,... .: . . .. . . . . . � . . _ . . . ._ . . . . . . . . . . _ _ . . . _ . - ._ . . _ _ . . . _ _ . , � .. _ . _ ,. _ . . , . ' '_ . " .. . . . . ' ' ' . . _ . . , . _ ._ _.. _ . � . .. _ , . . � . . . . .. . -_ . . . . . - . , . . ._ . � . � . = n i. i� ' . �, .. 4.. � • _ ' :- .: � . . _ �. ��' . , :. . � . . . . .. _. . . _ . . . . .. .- NOTES: ' ' SURVEYOR 'S CERTIFICATE I , Michael J , Post , a Professional Lond Surveyor registered under the laws of 1 ) DATE OF SURVEY: 3/22 /OS the State of Colorado, do hereby certify thot this topoqraphic survey was 2) SURVEYOR HAS MADE NO MVESTIGATION OR INDEPENDENT SEARCN FOR made by me and under my supervision , and thot the survey is accurote and EASEMENTS 6F RECORD (O7HER THAN PLATTED), ENCUMBRANCES, correct lo the best of my knowledge. RESTRIC7IVE COVENANTS, OWNERSHIP TITLE EVIOENCE, OR ANY OTHER � � � . . � FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. �� �c.,i��=_� --- 3) NOTICE: ACCORDINC TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL �_-��._" Michael J. Posi ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS ColorOdo P.LS. 3 116 -'�� TER YOU FIRST DISCOVER SUCH DEFECT, IN NO EVENT, MAY ANY '� "' TI ON B A S E D U P O N A N Y D E F E CTIN THIS SURVEY BE COMMENCED MORE BUILDING �=�UTLiNE / � '�.��EREONEN YEARS FROM THE DATE OF THE CER7IFICATION SHOWN � Date: _ y,( ���'�g z 5' OF SNOW ON LOT AT TIME OF SURVEY; SOME FEATURES MAY EXIST \ �� BENEATH SNOW THAT ARE N07 SHOWN ON THIS DRAWING. 5) BASIS OF ELEVATION: SEWER MH 75. 4 INVERT EL=B214. 25. (SEE DRAWING) LOT 19 6) BASIS Of PROPER7Y UNE LOCATION: NORTH PROPERTY LINE LOT 18. (SEE DRANANG) \ � /�' 7) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE �FN FOUND �J4 REBAR W1TH YELLOW 15 �� \ AS SHOWN ON THE SUBDIVISION PIAT ONLY. A BOUNDARY SURVEY WOUL PLASTIC CAP LSf{16401 BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSiQNS. 8213. 3 t ._ . \ 8) POSTED ADDRESS: 385 MILL CREEK CIRCIE. -- - - - - - _ . . . _�:�_ . _ , . R�_�=� .-- � � 1 � 1 . � ' � N 8T16 W 163.88 P�ASTDIC�CAPBS�/t640t YE��ow � ' - � ELEV=8209. 5 1 � � 15.0' ' - Fli9NE PE� 1 . 82t0 . �" -�-� EVERGREEN WIlH 0. 7' DIA TRUNK \ � , �� - , � �..� � �' . 4 '` .. � 1 ' ' ` � � . 1 �� � .�, ' ' / �i ._..... __. . ' -- � ` �'; �I, . 8215. 4 t " � � - - , ��� _, �\ � � �_ - EVERGREEN WITH 7 .0' DIA TRUNK � , � , ` . � -- ',� . . � � � _ _ - I . ' � BUILDWG SETBACK - - - - - ---- -� - ----- - - - - - - --_ . ._ - -- - - - - - � � -1 �' � ���� LOT 18 - � ' � TRACT F � � � � � 0. 3979 ACRES "� � �� - � � .' �1 ��;'� � / 20.0' .., ,, DECK `` �� . . ` � ��� i CONC. PAD BEL�W � � . 8 1 PAD ELEV. =8212. 9 , 1 212 � . : EVERGREEN WITH 1 . 5' DIA TRUNK � � WOOD TIE WALL � �.. .•.� � , �f��r � � � � . ^ 82172 � - -- � 1 1 O �I ' - _ _ ' i2ias„ 'a� ���r�� �' BUILDING OVERHANG R �ORE RPN�E / � , . "f E ` �i , � � � ' � NEW `WE CEN �: � 0=34�rJ� � I� � . 8 3 � � / ROOF PEAK EL= B239J \ '�. ROCK WALL � � ' R=169. 5' � � � L= 103. 10' � - _ . _ - � , _ �" \ " C LEN= 101 . 52� � ' , - � ENTRY ELEV. = 8219. 6 ` \ EDGE ASP ALT DRIVE BIDG. OVERHANG -�1 . BRG=S 10'26'26.5" E �I ` WITH CONC. PAD , � � BELOW X 1 Z � EVERGREEN WITH 2. 0� DIA TRUNK I I 8218. 3 DECK� � � \ PAD ELEV. � v: 827 w (CALC) �= 34'49'S8" I � � DECK � � 4 c, R= 169. 50' }1 � , \ °, �Y 1 .- iO3_05� S2t9'0 I \ - ' i-� �� /I ' 1 / � � � ' � BUILDING OUTLWE 1 � � U C L�N - 1O1 . 47� I , !�i � ' � � � 2 STORY WOOD FRAME � BRG= 5 lO�Z7� Z7� E II ` , � ' � r � WITH WAI_KOUT ` ` Y _ � � � 1 � \ J W I s2�s.a � � i� � EDGE CONCRETE WALK � l F_ DGF ASPHAL7 DRiVE � ` 1 ` � � x � � � \ a �, � � � O� (.�j EDGE P� OW�D ROAU - ��I \ X � � � ' � � Y ° . `� ( 1 , azie.4X \ a2iza ezis.sx � az� aa i , , � 1 � � 1 1 J ���� ;. �`�' � � � , , , � C I 82t9J I � i 821fl5 �, � , , � L I X /, - " DECIDUOUS TREE WITH 0. 2' DIA. TRUNK z '' - � �I / . i A / - - - --- � i ` 8276 ,�l({ . 8226. 6 + � � �� SNOW STORAGE A E _ J - - DECIDUWS TREE WITH C. 5' DIA. TRUNK I/ � � �= g2�8 "� e2n.zx 1 5 .0' � 8??O - - _� . � ' - - � \��� ' BUILDING SE7HACK - . . ' DECIDUOUS TREE WIThI 0. 7' DIA. TRUNK ' �_ � � � � � ELECTRIC METER az�s.�` i�� I ( TYP.) � '��. � �� �� . � _"'° � � \ V - \ � . „ � � - ' _ _ �n.o . . . j ELECTRIC � � - �� - x �- I � �- L TRANSffk?MER :� ' � � � I � - � _ DECIDUOUS TREE WITH 1 . 0' DIA. TRUNK � � � .. - - -� � � � � - _ :_ . ,, .� - � - b�`MiNE55 CORNER � � 8222. 5 �- - �- TO W COR LO7 17/18 , � TILITY EASEMENT � � � __ 15.0' �ry�`$ FOUND PIN AND AWM. CAP � � ' LS/J 26598 - � � ` � - - - - ��� , 82177 :�Lr., TREE LINE EVERGREENS N 83�� 7 ' W x �� T� � % �� � 174. 45 - -- �.,t/� � / � � � / � � .VMOdE PEQ� " � � DECIDUOUS TREE 'vVITH 1 . 5" DIA. THUNK I - .� - - - - - - - - - - - - . _ _ . _. __ � . . SEWER MANHOLE 15. 4 � . - '�IpANSF•C$iM€R� -� ' INVERT EL= 8214 . 25 -� MEAS. RIM EL= B224.04 � LOT 17 / TRACT B �, / VAIL VILLAGE , SEVENTH FILING w ' F 4 i � �` 1 h � n� 0' 10' 20' 30 ' � / T � P ❑ GRAPHIC SURVEY BUILDING OUTLWE L � T 1 H BLOCK 1 VAIL ViLLAGE , FIRST � ILING T � WN ❑ F VAIL , EAGLE C � UNTY , C � LORAD ❑ 41199 NIGHWAV 6 & 24, EAGLE - VAIL � � B No . 2945 - P.O. BOX 1230 2945TOPO.DWG 4 OS O5 KPJ , EDWARDS, C0. 81632 (970)949- 14D6 � {...�a.r ea....:ir��°�€-r.�3� , . ... . .� . . . _ . . . , _ . -. . . _ - - � . , . _ � .. , .. - , . -, . i . � . ' . . i � . . . . . . . . . _ , . . . : 7> . _ . . . . . . . . . . . . _ . . , - e .�. _ 'ai ' . ' . _ . .. . . . . , • ' . ' ' y \ . . . . . . . . - . . PREVIOUSLY FOUND �4 REBAR NATH YELLOW PLASTiC CAP L5�164b1 LOT 19 ROCK WALL � ' �= Yr ` ' _ .. � �i . . -_ , , :.. . . - - - �- _ t _ . . . . _ .- - PLASTIC�CAP Bl5/1640t YELLOW N �3-5 s_�" �___ �; . . ,, 8T16 w � �. e� �:,C_�-.t�i `i _;..L; - _'IS�.7< �'C:�f 7� ;.�.ln`.- '` r� ELEV=6?.Q9. 5 { ' 26.9' � PHONE PED 15:0� N � t B.s' � , 5 �1y E i �i 28.5 o j 42,3 � - BUILDING SETBACK �� o � 5.6 a t DpRMER PEAK � � S � i i * * 8244.3 * I , p 10 20� 30' DORMER PEAK LOWER POINT MAIN RIDGE - ---�_ _ _ _ _ _ ppiihtER pEAK ` � _ 8245.0 8248. 2 8244.2 • -- - y� - - y� HIGFI NT MAIN RIDGE /� ROOF RIDGE � i 8248. 2� � I � \ ' � - - - - - - - - 823�.3 ����u :�� N�V - - � i ROOF PEAK ` ✓ 8246.7 �- � STORY W'00� FRAME HOUgE ?� �, _ - UN�ER CONSIRUCPON i � / 18.1 ' NO GARAGE SlAB BIHLDMiG � 3 � .55. OVERHANG 1 O o XROOF PEAK 6 �� � e=34'51 ' ' � i e2ae.z RQ169.5' ' � L=103:10' to.2' � 1 � C LEN=101 .52' BRGaS 10'26'26.5' E -. - (cn�c) o= �•4s'sa' I - - - 2 � _ _ � n ry \ J R�1BS.50� DORAIER PEAK �' �,,1 L=103.05' 82a4.� � U Ci �a101 .'+'�' I 1 w TRACT F � eRC=s to7r2r E ' � ; , � v ° ' � + a.s ' � g.6' 8.6' � Y f � � 0. 5' * � 0. 5' � Q. I � ROOF PEAK �� 8 E'4N � u �8248.2 ` , LOT 1 S � I _ � � 0.3919 ACRES ii ` � - - -- - - � DORMER PEAK � DORMER PEAK 6244.0 i �� Z 1 I -- - - - - - 35.0' - ----- - 22.9, i 19.0' D -�� � BWLDING SETBACK N �� tn 1� � 1 . ELECTRIC METER ��' �_ �� ) � 8.4' �` -�� � __ t � �_ �_ � ELECTRIC � -- TRAPISFORINER �' -� � ` �_ - � -� � � 34. 4 ' �. �_ � 5, p' � � � 6' 'MTWESS CORNER ��n' EASEMqyr � � 15.0' (/� TO W COR LOT 17/18 � � � � I NOTES: PREV FOUND PIN AND ALUM. CAP � .� � ` - _ - f _ LS/� 26598 � � ��� 1 ) DATE OF SURVEY: 7/10/06 N �"Oi ' ►y 174 �, DATE OF UPDAlE: 10/26/OB � D / 2) SURVEYOR f1A5 MA�E NO INVESTIGAl10N OR INDEPENDENT SEARCH FOR AMENOED -" '� �'IONE PED � STRICTIVE OVENA�iS,EO�WNER(SFUPE1111E EVIDENCE�, OREANY OTHER S LOT 17 � FAC15 iHAT AN AcCURnTE nHO cuRRENT nTlf SEnRCH Mnv wSCLOSE. IMPROVEMENT LOCATION CERAFlCA7E SEWER MANHOLE 15.4 3) NOTICF: ACCORDING TO COLORADO LAW YOU MUST C�IMENCE ANY IEGAL � INVERT EL=8214.25 ACTION BASED UPON AMY DEFECT IN THIS SURVEY NATNIN THREE YEARS � hereby certify thot this Improvemaht Location CeYtificate was propored TRANSFORMER � �- �, � MEAS. RIM EL�B'1Z4.04 AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY uc. nus , BA51S OF ELEVATION ACTtON BASED UPON ANY DEFECT IN ?HIS SURVEY BE COMMENCED ldORE for `FEE CONSTRUCTtON � ( TRACT B /� THAN TEN YEARS FR01d THE �A1E OF il-IE CERIIFlCATION SHOMM that it is not a land survey plat or improvement survey plot, a�d that it is �/ 0�0 / p , � � HERE(Na. not to be relied upon for the establishment of fence, building or other future �i IY �J . VAIL VILLAGE , \J 4) BFSIS OF ELEVAPON: SEWER MANNOLE 15.4 INVERT=8214. 25. improvement lines. � �W M (SEE ORANANG) I further certify thot the improvements on the above described porcel on `, � �` • SEVENTFi FILING ;� 5) BASIS OF PROPERTY LINE LOCATNiN: NOR1H PROPERN Uf� L07 1a. this date, 10/26/06 , except utility connections, are entirely within the � / 6) BEARtNGS AND DISTANCES ALONG PROPERN LINES SHOWN HEREON ARE boundaries of the parcel, except as shown, that there are no encroachments AS SHOWN ON 7HE SUBDINSION PLAT ONLY. A BOUNDARY SURVEY WOl1LD upon the described premises by improvements on ony adjoining p�emises, --' D BE NECESSARY TO DETERMINE THE TRUE OIMENSIONS � THF LOT AND except as indicateO, ond that there is no apparent evidence or sign of a�y D $EIHACNS, WFNCH MAY VARY FROM THE PLATTED DMIENSIONS. eosement crossing w burdening ony port of �� Pa��e�. @x�ePt as �oted. I M P R 0 V E M E N T L 0 C A T I L7 N C E R T I F I C A T E 7) POSTED AODRESS: 385 MILL CREEK C�RCLE. �(�� Q � Z�O6 � BWgpMIG NfaLL MEASUREMEN75 TO FpUNQATU)N- ' L D T 1 S ROOF PEAKS MEASURED TO TOP COIfl RdpF. -- - 9) NO �RIVEWAY AT TIA� OF SURVEY. Michaal J. � � BL � CK 1 TOWN OF VAIL Colorada P.1.5. 301a6 VAIL VILLAGE , FIRST FILING 41199 H�GHWAY 6 dc 24, EAGLE-VAIL � T � WN � F VAIL , EAGLE C ❑ UNTY , COL �RAD ❑ P.O. 80X 1230 UPDATE: 10/30/O6 KPJ Dafd _ EDWARDS. CA. 81632 29451LC. DWG �ra/os KP� � JOB No. 2945 (970)949-1406 r. . - � ba � ? �. �. � � . , .- -t . - � � . .. ' - nr - • :.i.�� ; � r4.'L�r: � � . S, � . .: ,. , . y„ , � . � �� ,� :. � � 1: . - . . . . , . . ��` 't . . _'M1- �� . , - _ ` - - ',� ��,�SYei'.�St �A . r :� ; =r:.�'^�_ •L . . _�.�' �'.r-.-.�:����'p"r.�+�, �, i FOUND #4 REBAR WITH YELLOW PLASTIC CAP LS�16401 LOT 19 ROCK WALL , �,. ,N ;�:_�' ,... ... . _ .,Y � _ ' r ;'�.--� '�`a: �T'� FOUND �4 REBAR WI7H YEilOW r�...7 , _ . ' .�s.-:. .�. V '� ._ ,F _M1 _ ,. . _ .�..�-0_. .: � -.,. N �T�6 W 163.88 - ` .: � °- .�'-�� r_ = ` . ,,__, . ,.- PLASI`IC CAP LS�'164b1 - ... �`_� z ... 4._--,r .... �,--_.tl� . .. , �_ , � - c_.._u •.--�i. .!�-.��.t_�y • r ._._,.,�. r..-.�.�.,`J�, ELEV=8209.5 "...t., .,�1�,j . . ' 15.0' 26.9' � PHONE PED N . 16.5' 8221.3 �-1 5'-`- ---- w -� F 8218.4 � . � 42.3' o � BUILDING SETBACK 28 5 N � 8213.5 15.6' S 0' 10' 20' 30' `n 1' DIA � °i PIERS TOP/OUTSIDE FOUNDATION WALL � � 20.0'�/, o ^ �^ 18.2' � 221.2 rj 35.0' O • . . �? � . 6.4' n= A=34 51 �o . .. R=169.5' • � � L=103.10' 8220.� ' � C LEN=101.52' �0.2' • � BRG=S 10'26'26.5" E %� CALC �=34'49'S8" � r � - � � , R-169.50' "' � Z W L=103.05' ' c,� U C LEN=101.47' �' � BRC=s �0•2�'2�° E w TRACT F U � � � Y � 8.6 9 s' 8.s' � WM� w � -`�� 0.5' 8220.6 ' � U °= J LOT 18 � 0.3919 ACRES � --- ----------35.0' -------- - 22.9' 15.0' rr -----_ 8225.9 -�_ ,;, �----� BUILDING SETBACK ---__ ELECTRIC METER '- --'"--- ----.._ ��'� ____ i 8 a' --____ -�_ - -_ --_ --- � -----_ � ELECTRlC -' ,-- -� 1�'-- TRANSFORMER -� �_ � `�4 4� 1 � � --_ -�-_ � 6' WITNESS CORNER �' � �� '-- � PREV FOUND PiN7AND ALUM. CAP ���LITY EASEA.�ENr �_ -' --- �_ �. 15.0' LS# 26598 "- NOTES� -' --.__ -_ 1) DATE OF Sl1RVEY: 7/10/06 N �3'01 ---- _ � W 174.45' "'- ---_ 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED -- -� I PLATS, EASE�IENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, LOT 17 �- '�-- PHONE PED � RESTRICT�VE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTNER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. SEWER MANHOLE 15.4 3) NO110E: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL IMPROVEMENT LOCATION CERTIFICATE INVERT EL=8214.25 AC710N BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS I hereb certif that this im rovement Location Certificate was re ared TRANSFORMER �----._ MEAS. RIM EL=8224_04 AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY Y y P P p � �._ � BASlS OF EIEVATION ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE for EVANS CHAFFEE CONSTRUCTION , � � THAN TEN YEARS FROM THE DATE OF 7HE CERTIFICATION SHOWN that it is not a land survey plot or improvement survey plat, ond that it is � TRACT B � HEREON. not to be relied upon for the establishment of fence, buitding or other future VAIL VILLAGE 4) BASIS OF ELEVATION: SEWER MANHOLE 15.4 tNVERT=8214.25. improvement lines. �� y�Q � � (SEE DRAWING) I further certify that the improvements on the above described parcel on ��'V SEVENTH FILING � 5) BASIS OF PROPERTY LINE LOCATION: NORTH PROPERTY LINE LOT 18. this date, 7/10/06 , except utility connections, are entirely within the / boundaries of the parcel, except as shown, that there ore no encroachments 6) BEARINGS AI�D DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE upon the described premises by improvements on ony ad joining premises, AS SHOWN ON THE SUBDIV1Si0N PLAT ONLY. A BOUNDARY SURVEY WOULD except as indicoted, and that there is no apparent evidence or sign of any BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND SEIBACKS, WHICH MAY VARY FROM TNE PLATTED DIMENSIONS. easement crossing or burdening any part of said parcel, except as �oted. I M P R 0 V E M E N T L�C A T I�N C E R T I F I C A T E � � � � � � � 7) POSTED ADDRESS: 385 MILL CREEK GRCLE. ' .�•.�*..> D � : ,���-.• -- L 0 T 18 N�� o � 2oos 8) MEASUREMENTS TO TOP/OUTSIDE FOUNDATION WALL. ��� . � 9) NO DRIVEWAY AT T1ME OF SURVEY. C�T'�{�'q�1o.''P.��L.5. .� �J1�6� B L 0 C K 1 : � � .-`t� " � VAIL VILLAGE, FIRST FILING TOWiV OF �/AIL 41199 HIGHWAY 6 dc 24, EAGLE-VAIL - ' �- - •--� " � '� ��`� '0i � - E WARDS.�CO. 81632 Dbtb`,=:� /� _G� `�� � � t� TCIWN �F VAIL, EAGLE CCIUNTY, CC1LC]RAD❑ (970�49-1406 29451LC.DWG 7/14/06 KPJ � � s',� '.... .�. .4�* ;` . �; ,, JOB No. 2945 ' :� ,,:,� ,. , - OS�64�9.00 Q�510�/06 C�3 D P�RIV�IT � , R � '. , ���� _.�_ _ .. . . , _ ._._.� _N... _ - . : _ _ - — � ._ .��_ �_ �. _� _ - -- -- __-� _- ...�` _� _ ��_ _i _ _- - _..__..�.____ :: _ :�� . . _ - _ __ _ ._._�._ _ _ ._.. _� �.. ~�w _ ��___.e._ , _ �.�..,,_._ _ a.._�_._ � � R " .a ' �.... . . .. . _ . .. . .... __...._._.,..... �....,.��.__........_..�,._.�,_ .._.__....�...._........_........-._....,,,,...-».�,..��.. ' . -' . . 4� . {{. 9r-�'^'�- ... •....,..-+� ......� __ ......_.�........�.-. .....,... .. . ,"ti" +.�...+r.. e -�. . .._ . ..� . ,,. ,. .... ...�+-«�+ s-" ' ... — - .�....._.. .. .._. _.. . . . . . _ .._ ._ ..... ._. _ _.._ .._ ._..... ......_.`' .-__..._..�.�..__......_... ._.�_.__.,_....�..�.a.�.c....f.,..... �, - .._.�.-. ...�.n,.. �. .......... . -_�... " ..4"^ .. e"� • � .. �.-v�LL. '. �.z..-......... ..... �.. .,...� ` � .�'5..._._.. ,_ ._., .�..�..................���..... ".. ' .. ,R�....,..��.,_._ . ...-... _......_. . . . . � r �......w...+_� �..� _.. . . . J!�.:. � i�.,...�.,... ......,�_.... .,_�.... . ."'rww _.. � � � . . _....._".."... ...,.,,r.�-.�. j . ._ ,., ...._. ._ , , ,.� � ,f` ... .. ` . '._.. .o.� n,� ', ' . "�R-,.,.. . _._ .._ .. ,. � �- . �.� .._ _.. .... . .'"_"_""".. .. .. .. .v... __ _ ........:_._...� _ .�.,._.. . ...____. .. .._....._.._.,._.... _.., � .. . .-.n+n�. � � . y . . ....�_ ., .. . . .. _ .,..�» ....._ . .. _... �,_....�_..�. .._....�., ......,.�....•.�.. , .--'..,�.._....�. . °r�� ... ,...............�.....a.--. I _. ..,.._..,... .......,. - ._:.«..�w�... . ...._... , S ..._. .�... �w�..r+.a..w.�..' _ ' ,.. .. , . .. ._ . . . .._ .. . ..-.. . _ .."_ _ �. ..., � ..�.�. < ` I .�.�..._.___-__.. v_�_. „ - -� A ___. _____.__ _ ._�__m...___._ _ _ __ ___ ,r ,. _._ APPRC)��� � .�._ . ._ � , • - _ ...,_.__..��, �-w� ..�.�, _ :_ .�.�,�.�-_ �_ .__ __... _- . _ _ . _ .__ ���- -_.._.�.... _ --_.,_.__,.. _ _ . _. .� . munity Development Department _ Il _. ..�..�.._ __ _., _. _ _..._ __.� _.,......�.,_. - _ _. R.� � • Bui ding Safety and inspection Services � . �r • ,� �i� ' ; _ ___.� 4W�. __ . m_. �i � __ _ ___ _.�_�.. ._._._._ . . _ . _ � _ _ _ �-��. 7b���F t� _. d � .. ..,_.._.._.. _,. � , .,_ . . , ___ __.._.�._ . ��.__m___ ____ _,_ .�..�� � - ..___ � _. __._ ___ __.�__� ��. , . _ ... . ---- � �.._ 4 r ` � ° _ �'��- _ �---- � f�fi�rnst onal Bui[ding Codellntemationaf ResideM�ai , , , , � ,�; - , . Cod� e�V�t�d y ance o g nting of a perm�t shai{ -- --- ,..�.�.,�� c:io, ... . , �. .. _.....� .:,. e }�,_� ' ._. ., . � it c:permit The issu r ra - �Y� � ���� nat be construed to be a permit for,or an approval of.any violation of � 4 ' � I �� � ` "� - � � -- ��"'�"�` ' °� � . � F any cf the provisions of this code or of an other ordinance af the � � '� , � i � , � : � jurisdiction. �ermits presuming to give a thority to viofate or cancel the ._ - ° ' � � � � �-� f • ' ''� � � � provisions of this code or other ordinanceS of the jurisdiction shall not be ;. � � � ' � ' � , i � ` � � �� 1 � vafid. The issuance of a permit tiased on construction documents and �.. ` � � � �.�.....� � ._.�.._ �� : r � _ � � � � � � � � � ; � � � } � other data s"a�l not prevent the building official from requiring thc . .. correcticn of errors in the construction documents and other dsta.The `�" -" � —�r� � � g official is also authorized to revent occupancy ar use of a " , � °^-- -- �!-- .�.�..: . ... .�_- -- ._ .. ,.,.�.__. _...____.._ __�.. ___.._ ` '- whsre in violation of this c de or of any other ordinances of buildin , _ ,.w..�r.-�-._.. : __.....�..,......�— --- __..�.---- � ...�..._.._... ��_ _� � � ..�u._...�....� --� _ �._.__ _._ �,......�.�_. . �.�_.___ __ __ �.;h4,_ _ _ . �'- _ . .�_� __..__,..._,..�._. i ns iction. - � . _ _.._. .. _.. _. . .. __ - �_...__.,, __ __.�.�.._. . __._ . .....�...._..__�____. � _� - . _.__�_ _mm_. _ w.,,� ;. _� -.._ �.. � _..___-__. .. _ , �. �. .��....�,.-�.w. —��___ �,._ ..n_..__.__..�„ _ _.___-_ __.__.._._.._____.....�_�._ ._.._ _ _.. ._... . _ _ .... _. _ . . _ . _ � PtANS EXAMINER: .�.�.DAl'E. v..m , � _ _ . ._._.. . _, _ . .. _ .� __ �. _ .. _..�� . o� � � _�,- , �..a _ . ... , ._...._ �-- _.�.- ._ __ _ . __...__ _ .. _. .___ __ . . . -- __. . .,__._.__.. �.�,..W.._.._ � __ , �� � ,.._ � wW.._---�-�- . , __ __. �_. �...� = I„ ..`.r ` ,ra..�.. ,�:r�.�,�..a�.�:..•�..._. _ ,._ _,._. .�_, p,�.�::�:w�.:--� .,. ,f. _ _--°-- _�..._.,._�_._ ._..�_.__._.,,._ . ..__-- - ..�. --_ . ,,..._....._ .._._.. _ . _ . __ ..._ . _. _ _. _ _ __-------- +.�.,� � : .,.,,�,. � . 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Box 80�g � � � ;� � � Avon, CO 8362� ������� STi�I�CTUi��L Q � �'� z �500 UJ�st 1"ro icana ,4v�nue � t�11/ 891�3 Voice: C9'i0) 7�8-��{li � �, � Las Yegas, Fax: t9'i�) "i�8-��22 � t!� � � �?� Z � 1/oiCe: C"i�2) 365-�i111 0.0 GOV�R SNE�T �.01 C���IERAL �tOTES � � e-ma11: bredwine�redwine-en in�erg.com � �j � •� ao cr �ax: C��2� 3(o5-�f�(o(o � A0.1 Pi20JECT CxENERAL iNFORMATION SI-�E�T 50.02 T1'PICAL DETA(LS � � .� `4 w U ���(���� EYAi�lS CI-EAFF�E COI�lSTi�l.lCTIOI�I C�ROUP, fl�lG 5�.03 SNE,�►R W.4LL DETA(LS Q � � m � Q � � ,��C� C��C� Z�i�R�1�1 �41�f1� ,4SSOCf,4T�S, Il�1C. Contacts: Scott �aston �0.0� T`r'PICAL DETA(LS � V � u, �S � 8eaver Cr��k Blvd, Suite 303 co�-r��c�o� Megan Park � � N � � Q � o S(TE Ai�ID L�41�EDSC�4i�E ac �"s � a z w v � F'.O. Box 82(0�0 52.0j FOt�NDAYION PLAN w �" � �4von, CO Slro2(d c� o � �4von, CD S1�o20 C1.1 �XISTfNCz SiT� PLAN 52.11 LOIUER FLDOR �RAMINCz PLAN Q � Q Gontacts: Dave Kaselak, AI.� � � w � Cc�th�rine �4shton Vo1ce: C9'S0� 8��-�4�oto 52.12 UPP�R FLOOR FR�,MiNC�s PL1�N 1�oic�: C9��) 9�49-(d25�f �ax: C9"10) 8�5-���05 LP1.1 SITE PLA1� S22I ROOF FRAMfi�l� PLAI�t o �aX: C9�t�� g�9-��5� s�.�� D�rAf�S �, � o �, o �-mail: seaston�evanschaf�e�.com LPi.2 PL�4NTff�C-� PL�4N Q � � � � mpar��evanscha�fee.com 55.01 FOUND,4t(ON i��T�s,ILS � � � � � e-mail: dka��la��zehren.com � .,� ��c+����cr���L 55.11 FLOOR DETAILS y � -�°� o 0 c�shton�z�hr�n.com ��S ��� `�� ��� M�4i�MOT �L�CTi�f C, f NC. � o °' .. .. Contact,: John Cummins a a Al.l LOU1�R LEvEL FLOOR 1='LAN 55.12 FDUI�1DAtiOi�i DETAiLS � �� v v Z�I�R�N AND ,45SOCf�4TES, i�c. ���CTi�f C��. �.o. �oX ���I s�.�� RODF DETAfLS (������{�Cj Al2 MAfN LEVE� FLOOR PLAN g�,22 ROOF DETAfLS x � � Contacta: Darlene Zehren C� 81�o2ID A13 Ui=P�R L�vEL FLoDR �'LAN � � SU��COI�l�"��4CT0�' �,vo�,, � � Susan Nowak�ows�Ci 1�oic�: C9�f0) 52�-�99(d A1.� ROOF PLAi�I � � � Voice: C9�fm) 9�9-�25�I Fax- C9�0� 52�-0991 � � c �ax: C9��� 9�9-i�8� A2.1 EXT�RiOR ELEYATf01�5 � X �, �-m a i�: d z�r e n�z e h r e n.c o m ���� �}������{��N� A2.2 EXtERfOi2 ELEVATIONS o$ o�+ s n o w c�k o w s k f a z�h r e n.c o m ��S (�� � �� (�� Con ta c t: Dr�ur Ra d�r A2.3 EXT�RiOR ELEY,4TfONS � � o � �r �. v' w� C�--� f C,��/ .�m6gm ��g�,Way �, su�t� E-� a3.� aui�oiu� s�cr�o�ts �, _ �,����''JC,��� S�,4D`�' C�RO�/E �������� ,4von, CO S (o (1� A3.2 SUILDIi�tCx SECTfOf�tS > c� Yoice: C9��� 845-�91� r� W L�41�tDSC,4PE ,4fi�C�f TE GTURE � z Co+�tact: Jim Ghristi� �'J��C����,�C��� ��x: C9�i�� 8�5-�522 A�.! 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LOG�4TfO1�tS It�ECLUDE 13UT ARE NOt � � B�S BALL ,41�iD SURLAP DD DECiG DRA(N FLR �LOOR JMB JANItOR MOP �.45lN O�F OUTS(DE F,4CE RS ROUCzf� SAU�t TS TUBULAR ST��L L�MITED TO TOfLETS, BATH AGGESvORfES, G�(L1NCx AND � � S/O BOTTOM OF DF DRII�tfGfl�[C� FOUNTAfN F�UOR FLUOR�SGEi�lT JT JOff�ET OZ OUNG� TYP 71'PiG,4L IUALL MOt,thtT�D ELECTRfGAL FfXTURES, �ig�VES, C�OSET � � SG B�CiG OF GURB D f DRAfi�t i{�ILCT FOC FACE OF GOi�tGRETE � �OUTf-� RODS, GABfNEfiR�', GOt.lNTERTOPS, AND FALSE BEAMS. SD �OARD D(A Df,4M�T�R FOF F,4CE OF �(NfS�f LAE�3 LABOR:4TORY P.4 F'AfNTED SC SOLlD GOR� UCz UNDER,C�ROUND � BLDC� BUILDf1�tC� DfACx DI,4CxOt�IA� FOS FAGE OF STUD LAM LAMfN,4TED P�4RT PART(TIOi�t SGI-� SG1-EEDULE UL Ui�lD�iZUJRiT�R'S �.,4�3 � � � BLiGC� BLOGfGiNC-� D(M D(MEI�SfOI�t FR FI�E-RETARDANT L�4V LAVATOR`�' P�4Y PA1�RS SD �TOi�"( DRAIN UI�tO UNL�55 T�tOT�p OTH��WIS� � � BM SEAM Dl�! DOt�! F7 �EET LBCS) POUNDS PG POfi�ITS OF CURVATURE SEGT SECT(Ol�t uR UfifNAL BOT BOTTOM DS DOUA�lSPOUT FTC� FOOTiNC-� LP LOUJ POIi�IT PGG PREGAST GO1�lCRETE SF SQUARE F�ET � BR,Cz B�Ai�iNCx DTL DETAIL LT LfC�I-�7 PEfi2P Pt`RPENDICULAR SI�T SNEET VB YIN1'L BASE � � BRK BRfCK DUJC� DRAWfNC� CxA C�AUC-�E LTWT LiCx1-FTUJ�ICst-�T PL PLATE 5(M SIMILAi� VCT 1/(t�l'L COMPOSfT(O�1 TiLE � � BRZ BROf�Z� Cs�4L C�,4LLOht �VR LOU1/�R PLAM PLASTIG LAMfNAT� SIP �TRUGTUi24L 11�tSULATiON �',41�t�L VERT VERTiCAL � �� �SMT BASEMENT E EAST C�ALV CgALY�4NfZ�D PLMS �'Lt,tMB11�tCx SLR SEAL�R VEST v�ST1�ULE �TU BRfT(SH tNERMAL UNIT EA �AGH C�C CxEi�tERAL GONTRACTOR MACF-� MAC�fI�t� PLSTC I�LASTIC Sl�fiG S(i�tK V!F V��?f�`t' fl�t FIELD � SI�R t3U1LT UP ROOF �G EXPOSED GONSTRUGTIOI�E Cs( C�,4LV,41�I12ED [ROi�I MATL MATERI,4L F'LUJD PL`t'WOOD SPEG SPECfFIG�4TION 1rNR VEi�IE�R BW BOTTOP'( OF UJ�4LL Ei�S EXT�i2fOR INSUL,4TION � FiNISH 81�'STEM C�L BLiG CxLASS BLOGK MAX M�4XlMUM PhET PAfI�lTED SQ SQUARE VWC V(t�t1'L IUALL GOVERiNCs � � 1I � EJ EXt��4NS(Ol� JOf�(T CsL CxLASS M�Ci-E MEC{-�ANIG,4L PPL PRO�'ERT1' LiNE SS ST/�INLESS ST��L �� � � -�� ! � �� � � � G/G GENT�R TO G�NTEi� �L�G EL�GTRIG�4L C�MMU CxLASS MESI-F MASON�4RY 11N1T MED MED(uM P� �A(i� 85K SERVfGE SINK W I,U�ST � �/� ����r-° �I � ��� �� �� ( �� �� �� �� ! � � \ �� � � � CAL Ti�EE GL1P�R EL�Y �LEY,4T(ON CzND CzROUND M�ZZ M�ZZANfi�E PRE��4B PREFABR(CATE S7A STAIi�IED WG tUATER CLOS�t �_� l� t�J � �t �l � CFM CU�fC FEET PEt2 Mi1�UTE �LEViv ELEV,4TOR C�R C�sRAhtfT� MFR MANUFAGTURER PROJ PROJEGTION STD STA1�lDARD t,Up UJOOD � GIP GAST fN PLAG� EM EMER�EHG`r' CxRD Czfv4DE Mi� MAN1-�OLE PSF POU1�tDS P�R SG2UAi� F40T STfFF STf�FrtER WL5 t,UAL�.S CJ GOi�tTROL JOfNT EMB�D EMB�DM�1�lT C�UJB Cx`t'PSUM IUALL80Ai2D M(I�t MIN(MUM PS� POUNDS PER SQUAR� (NCf� STL ST��L LUP IUAT�RPROOF GL C�NTEiz LIN� EPS �XPANED POLI'STYREt�(� MiSC MISGELL�41�1E0U5 PT P011�ET OF TANC�E1�tG1' STMP STAMPED UJPM tU�4TEi�RDOF MEMBRA1�tE GLC� CEILi1�iC� EQ EQU�4L �-I�V NEATi1�tCx � VENTILATfON MLW MILLWOtefG PVG P��1'V�1�lYL G�LO�IDE 571�! ST�i�tE UJR lU,4TER RESISTANT �; : GLO cLOS�r EQUIP EQU{PM�NT HB uOSE BIS MO M,4SO1�R1' OPENf�iCx S7'OR STORAC�E tJ,� tUELD�D Wii� F,4�3R(C CLR GLEAR ESG ESCALATOR I-�G �OLLOUI COR� MR MAR�LE QT QUl�RR1' TILE STi�UGT STRUCTURAL � CM GORRt,EC�ATED METAL �XIST EXfSt11�C� HDt.0 �4ARDUJARE MTD MOU1�tT�D QT1' QUA1�tT17Y SUSP �iSPENDED XPS �XT�UDED POLI'8T`r'RE1�tE � CMP GORRUCxATED MET,4L P(PE �XP �XPOSED f-�M NOLLOUJ M�TAL MTL M�TAL `r'DS 1��4RDS �ssu�o r-o�: No. DATE GOMh1�T[T A 1fd/Im/m5 DD SET ' B Im/14/mb PMAL DF�SET �' : 12/m2/m5 RESCiBMit�INL4L G Pd3/i�/mb P�I�f"iiT SET � D �'a/01 }°�RMiT SET REI88UE J. MATERI,d,L �ATG��S IN S�GTfON M�4T�RtAL NATCI��S (N EL�V�4TION f ��� �� `�� ���� �-�--------- ; � , ,�2.1 t��" = �'-�„ � FfLL MATL � ` c � _ � CzLAZINC� � t .' � `� ' i . , /����i` t� . . �r�.Y.: L. �ARTi-� CxRA1�L CxLASS � � �' � �' � �f�S� ��04�' �'���E COI�ICRETE ���a� CONGRET�/ �42.1 � ,42.t � P�ASTE� �------� ,4L� 1/4N i �,_�r� . � COI�lCR�tE LTUJT CONG GMU PLASTER D�t,4(L/ENLAR�EI7 PLAN DET,4lL DR�4UJf1�tC� tACxB �UBBLE �UBBLE CDO NOT C.4LL OUT SGAL� (F G�4LL�D OUT fN Dl� BORD�R) ,� � _ _ ------, _ .. � F i - _ _. ' ; � BRIGK ; � MA�vONRY � I i '_' " �� C� +t�Y t�av ; ; F,4GE BRiGiG FfRE BRfCiG BRIGK GMU RUI�INfNC� StAGGED GERAMIG (1�tTEREOR CE(L(NC�z �'".� � , � �, _���� UJ�4L� TAC-� TAC� _ � ^� � , � � I -� � ; �� �_ � � STOi�� � WOOD � _ � �� � � , � � � - - — �l � �i ���q�_ �. l,lP t,�l �1 �'1 ��;. �����. ,� �. GUT STONE SI-�AKES lt1D TRiM PAI�I�L �� �� t�°� METAL i METAL i ( ` , ; I . .,I GcRfD DIMEi�lSIOl�t, STAfR 1�tORT4-� �LEVATION EXT�RIOR FLOOR RODF ;, �� , I I 3 U��3 L E L E A D E i z S IUAL�. T� T�4Cx T�4Cz � � �� ! ����_� iROI�t, STEEL CORRLtCx,4T�D COPP�R FfSi-�SC,4LE SPANfSI-E P����� � ` i �.• �----------- =; M�TAL SNINC�L�S Si-E(l�tCx�ES 71LE ����F►������ , UJOOD _ __ � I � ' ' �O�A _� ' � � ����su ���� --! ��-I EET' ROUC�I� SLOCKINC� PL1'WOOD PLl'ttJOOD OSS PL't'WOOD DOOR TAC� _ : _ � PROJEGT No. OWCxfN[ DATE i�s�LAr�o�t �f TC��I�I � � �516�9.00 ��/1�/05 BATT RICx(D RICxfD SOUND B0�4RD ��3 � '�'� ,�� � �Rau�► aY c.wc aY rRV eY � O ROOM i�tAM� W(1�DOtU T,4C� SU(LDfNCx BUILDIi�tC� REVfSION REV(SI01� SR��4K ���� �� MfSC �- SEGTIOhI ELEVATIOI�I CLOLED T,4[� LfNE �t Ho. ' - � � . ' ��� �,_. s:. : : _ ; : . . ,. : . , w• � acousric,�� car�P�r oRA��ta�� � � � � TILE � P�4D MAT sc�at..e: � t,/� O � (, Q �' o z °c ►n �- � � � — F- z �� N o 0 W � o rn rn r- � Z r- � Z ° � Q Z � � o� V � � � ° o � � :� � z v) � a �s �,�. � � c �?o Z U � � ` °° � � w � .� `° W U � � � °° � QZ Jw Z V � �, Uw UE— � � Ncn � Sw V � W � � � W � � N � � O � � fN IT M � p c+� O �� NO'iF�: y � � � � SURVEYOR'S CERTiFICAl'E � , o c' ^. �, I. �lichoel J. Pos� a Professional Land Scirveyr�r regiaterod under the lows of 1) DA'ig 0� Sl1RVE1�: 3/22/05 -a o 0 0 yr r the State of Colorado, do hereby certify that this topo�aphic $urv�ey was > V� � made by me and under my supervision, and that the sc�rvey is occurote and 2j St1RVEY�OR HAS i�AEiE NO INVESTIGA'110N OFt INOE�IT SEARt�FI FOR m �°: � � con-ect to the best of my lenowied9a EASE�tEN'f5 OF REt�R� (OTHER TFiAN PL�►T1ED)� ENCtJi�1BRANCE"S„ ac o RESTRICIIVE COVENAN T S. OMfi�IERSFIIP 11'tLE E N I f S E�. OPt ANY OTtiER � � � FACTS TH�►i' /W ACCiJRIiTE AND CURREt�iT TiT1.E S�EARCFI M�►Y DtSq.OSE. V � � 3) t�0'�iCE: ACCOimiNG TO COL.ORA�O LAW YOtI N1US1' COIdYENCE ANY tEGl1L � n `� Michael J. Post l►CTOON �ASED UPON ANY DEF�CT IN THIS SUR11�Y NAT�iIN THREE YEARS c�a �+ eV Cdorado P.LS 30116 /1 F i�t Y+O U Fl R S T O I S C O V E R StJdi O E F E C T. I N NO E V E NT. 1�AY I 1 N Y � m X � AC110N BASED UPON /WY DEFECY 1N 7HOS SURVEY BE C�OA�tIdE1�FCED h10RE p 'd' �t J I L D I N t� O U I U N E TH/W TEN 1�EARS FIZ01�1 TFIE DA7E OF 1HE CERTIFICA710N SHOWN � m �' HEREON. � Q o � Data 4) Z.5' 4F SNOW ON LOT AT TIh1E OF StJRVEY; S06tE FEATURES NAY EXIST er cti °: iw BENEATH SNOW THAT ARE NOT SFIOWIV CFi 1HiS OR/1WiNiG w Z S) BASIS OF E1EVA'EION: SEYII�t �IFI 1':5�4 iNVERT EL=8214.25. (SEE DRAWIN�) � O Q Z LOT 19 �) s�►s�s oF �o�nr u� �oc�►noH: NoRn� �or�nr r�E �or �a. (s� o�►r��c) � � � �u �ouNU #� �ee� r�ni �.ow � s�NCS �wD asr�wc�s �c �o�rr uNES sHOw� H�oN � o o � � C CAP LS�18401 AS SFIOWN ON 1HE SUBE)IVfSIQ�I PU►T ONLY. M �OlJ1�D/1RY SURVEY WOULD Z Q � 0 8213.3 .,,,„�., . \�` I �1 l/. ��� � BE NECESSARY 'i� DETERhfINE THE �'2tiE OIP�ENSIONS OF THE �OT AND Q C= � � � � `��� '- SETBACKS. WFNCH IJAY VARY FROIrI 'fHE PLIITIED OihtEENSiONS. � /,-�- " � ��j�j` �'' �oac ww. s) Pos� �o�ss: � r�e� c�c aRCx�. se,a� � -�..�� �l /� _ {� .// � � — � ; � - -- ~� ---�,-_ _------ �,„=�-_______ ' . _.��______ --- -- --- �ou�u �sut �wn� �r�owr � r � N 87'16 W 163.88 ___._�_�i'�,--�-� -�--�----�� .--- PuSTiC CAP eS�t6�41 , _ _ . ' // -- ______� ELE1l�82f�.5 �._. _�.. -- � � 1 " // � 0 4�.0� . ,�� � r,, , � � \�%% ' � s2,o �\,�./, - � r�n� a� ou► nzu�uc � � � �a 1 u�, ��'" ____ _ � \ �. � � -.�.�_--- 8213.4 P� �r `��` � � ����� � �.. — �� � • , � � ---_ � �n{ �.0 DIA TRtJNK � � BtJkDiNG SE7BAqC ` ' � LOT 18 � ' � TRACT F � \ �I �� a��9 ,u�s , 1 �A• DECK ` � � � �.\\�,�II�% LLJ � ��� �- -- ��. �� �W � �,/ - ' �}' r PAD EI.FV.�82129 $�j ���`� . � � 11MOOD 71E VIULLL � y � \ ? EbE�GREEN MA'iH L5 DIA 7RUNIK � � � 8317.2 � ' � O a�a.z , ,' �� � � . , BUiLDING OVERHANG �£ � � J � � � � � �=34'51' I � �" � . �� UNE C� � - ��,p� � p R_169.5'� I � a�as � `" { �A J L-103.10 � � � ��'i � W� � / \A � `� C LEN=101.52' � ��x 1 \ � � BRG=S 10'26'26.5" E � � '�'T �� �.DG. oVE�iANG � � ��Y �'��.s ` \ 1 0 NR1H CONC. PAD /'� � � Q BELOW x - 2 '--J EVERGREEN WITH 2.0' DIA iRUPIK _-- _ � � � CALC 0=34'49'58� ��� � �' � � � ( ) _ , �� w � �\ � (.� � s � U R-169.50 ��.0 '� ° � � L=103.05 /� — �� � � BU1lDING OtJ'iLlt�tE w � o V C LEN=101.47' ' 1 � , � � � V Y BRG=S 10'27'27" E ' �, -- \ ��,�� �E � . W I �/ t � � � � � � EDGE /15PHALT OiiIVE �4xi / EDGE COP�1 YVAL3C � U EDGE PL4MIED ROAD � . r 1 1 � � � � . azta� ` � � � a�+as . .... 1 � x a��.s a�a.e J ,. ,.. . x � — J , . a21�.7 �� �/ �. � � . ...",'.'.'.','. ..�.:.:.:.:.:.:.:.:.� X � ���. ..�-�::::::::; : .:.:.:.:.:... •�:•....;...+ c�a�ous � w�n� ar a�. ��c � .... .. ........... ... . .. ' . azzo. ..:.::: ::::::::•:�:•:�: .:;•;�.:;s�o�•sr?oRar�: . ,. '•'.•'•'•'•'•:.::'.� �s - � .. . , o�a�ous � vwn� a�� a�. n�N�c � .'..'.'.', ,', ,'....'. .. , .. ..'8'� ' .'..'...'. .'.'.'..'� . $'L�$ azt�s 15.4' � .. ............ .. . . ,. .... ,2��' .... ., . •� x - I ••.•..�.•.�. ..�•��.•���•.� .•..� .� , .•.�.�.�Q•.. .....•.•...��•�•� � �...:. ...:.....:............... .,..,,.....;.�.�.�. ...,� ..�... .�.�...� euu.��c �,ac M � �: ��i�c:� ::•. . ..�.•:•::•;'�,1[`''� oECU�uous � w�nf o.r a�. �tu�c � "�::�. :�� : � : ''•'•'�'•::4•,r.�rFr�.... �.�..�.,. � s�a� I ...�,��f'�,�. . �' :� /���` ax��.o ' t � '� '' E�� � Ei.EC�RIC �"� -�� x i � 1'RANSFORMER 5.0' �� -� '�--- � DECIDUOUS TREE YrA7H 1.0' Df/1. TRUNK �_ ---�_ 82225 ♦ �'Y�INESS f�ORt�ER _`'- 1_ IS3UED FOR TO W COR LOT 17/`I8 E17w�y �_ �OUND PIPi /1N� �LtJA�i. CAP �ENT �— __.__� 15.0' �,� �. No. DAtE cor1M�NT � �� �-^� �' , , E � Y a im�mim5 DD SET ^�'�- e�'�� � , � 8 �n.�ims �rn�at. �r•�a s�r 'iREE uNE E�S N 83'0)' yy �'`�-, . �-� � �l izimzim5 F�SUBMIT FiN.4L D 174.45' �-�-.� y � -�„_ — , ` -< , �— ___� c m3nai� �r•�ttt s�r - - �oNE �u oEaouous � w�n� �.�~ a�. �ur�c o ��m,� PERMIT avET REIS�U@ � s� ��a.E ��.� INVERT Eir8294 25 � � �� Q.��Z�.� ������� � LOT 17 TRACT B N VAtL VILLAGE, SEVENTH FiLING W E S KEY PLAN 0' 10' 20' 3�' ���; z�: � T�POGRAPHIC SURVEY Fz� ;.2 � ` .�b � BiJil�iNG OUTUNE � ..N�x:' L�T 18 �n���, BLflCK 1 � ���t�: VAIL �/ILLAGE, FIRST �ILING Pa�Hiqi� 8 dc 24, �►c,�—�� T�WN �� VAIL, EAGLE CDUNTY, COL�RAD❑ E�WARDS, C0. 81632 970 ��� 2�roPO.uwG 4/05/05 KPJ J�B N o. 2 9 45 �XISTIN� SITE PLAN � �XfSTfrlC� S(TE i='Lr41�1 Gt.l �" : 10'-0" PROJEG7 I�lo. ORICsily DATE 051649.00 08/15/05 DRAU�t BY GF�iK Bl' TRV 61' CAT DK vHEET No. C1 . 1 �,��: �s s�owN - � � LE GEND : BUILDING OUTLINE � Property Line - - - - �- � � � Adjacent Property Line - - O � w o EVERGREEN WITH 0.7' DIA TRUNK `� /ADJACENT PROPERTY LINE � Utility Easement G� �` � �4�T � � _ - � � w FOUND #4 REBAR WITH YELLOW \ Building Setback � � PLASTIC CAP LS#16401 � EVERGREEN WITH 1.�' DIA TRUNK � U � N EXISTING TREES TO BE REMOVED w O " (8213.3)+ / � ADJACENT PROPERTY LINE HP/ LP High point/ low point � � � . _ _......_. ......... .......... ....� ._ .__... ..._.. __. _ . ......... __. _.__ � EXISTING STONE WALL ON �--� L o !/ _ _ _._ _ -- -_ _ � � � =��\ �� NEIHBORING PROPERTY S/ B$ Top/ bottom of stair o � _ _ � � _ . _ _ �--�.��,;�- � U a .�__ _____ �- _ -���`;�-- � �` � � "' - - -� `�"`�"� � ��� ''� "�`�"`-�;;��-�- FOUND �F4 REBAR WITH YELLOW � U �� � �' �_���_ ' ��.w, � "� ��%`°T�' ���' �,����w��p -;,� - - �-µ�°��-�,=�"'�=��-�.�:,� � ,:,�:4-�-� ��...- � PLASTIC CAP LS#1fi401 TW/ BW Top/ bottom of wall � ' - � - - `�����"`-.�=��"�,�^� � ELEV=8209.5 Q � _ .�r _���._���� . � .. -� .\ «�d".�h_...,.,.?..-.,,.,k.-..._.ew..>.�em�n,mr EDGE PLOWED ROAD �' , 15 0. �- � ��. �``~�-_ � � ' � FFE Finished floor efevation fil M � - ---,._,_ � PHONE PED � � �o „ _ - -�°-�-� ----- �.. ..� o0 .�� , �� -.�. Slope direction 2�,0 � ; o „_. .` .. FOUNDATION TYP. A' .�„ L- � EVERGREEN WITH 2.0' DIA TRUNK N� `'... - ..,,, EDGE OF ROOF (TYP.) ---._ � o C> � ( � Q _... �- .. .. ' ,_ � - LIGI-IT � A ' DEC VE `� ...-- �� �_� _... .�- -�� _ -; ! - 276 � Po�E� _.._ ;� _...� _ _ Kaeo Existi g ontour _ _� _ .� _� w � �__. ' ` , �- - . F , � _� -- ___. ; i � ; , , 214 � � � • � __ � ...,�_` � (82�5.4) + ... .. _._ , , , a , u. .� '_ -� � � _ _ -�-� .?�i �ti � 8216 - �8so� N , , .._ v , , - _. �__ _ � , � �. -� �, __ ' - '� '� - - - ; - _ _ _ _ ' n c Z o � � � �. � � �� ---A-- ,; 2�� �� _ � ,� � -� �� - �m . ,. � 5 _ .� � .. � � L �� �� aw � �i.i�� ��� . � r BUILDING SET�'3ACK ,. �''+� . ��� �'`,� � a�� . s , ���� f s�t _._.. _ _ �,; t '�� _ T -- �, � ^ � d t - ..�, yo` .,., ' � _. .._.. _.. � ., , � ,. � 3 �a .,�, � �. � ,,,� -�,�,} ���_ �N opGose COtI OUf g216 -��� � .t . , �.� Pr �' � ; �, �``* i .�¢�� �� � � �� � FRi �``��,� ,��,. $2� � ,. � � .�, �� �I�A C T F �82� k , ....� , =�- s) ...�,w, ' } a , .. . , ,�,,� ,, �----��-��..._��,..�.. � - � 4� ,...,, � , ^ E --.-�---� ' 218 ! . __,,�_.� d ��� .�` " w�. °�wr� 20.0 � ___, r � �30t { � � �"' �.�. •� _..... �� „ � _,� �,� � �mm�� � , .�,..�.�._.�......_...._.W--___...... � � - .�.. ( } � L�� 1 � �`` � .� --�-�---.�.�� �?ia.s� , �.. x�sting 8218.40 � � �,.�., � -�° �' °�,,,4 ....� Elevation X � �� � ONC. AD BELOW � , 4 � � `� 0.3919 ACRES AD EV.=8212.9 '� `�8 � �- ;���'� � �: �1 272� Proposed spot 8219.56 r � .r-. , �5� �..� __ � • (82».2) r. _� ._ _. � r�r � , a �' _ � .�.�..�.,�`.�_..�_.�.�.. �-�•� � elevation � , .,., � . _ _3' - p I t '...�'e �'�"-^°'�--�.,� ' °�r � `""°,,1 822qJ.42 ��oi � , _,_ � i .�d" k �. V- c.i i � - ' �' � ' � i �?t.. . �+� �• i "# C� . ' . . (s� '. � m' i � a ' ' ._ _ � ..... ,:;+ _ _ _ � ��E , �xi c RocK wA�� Drawn by: JC ' � �,-°""`� TO REMOVED � • � � _�_ _� r - �.� � ;i ; �, ,. � Boulder Wall to Blend w/ � '•���.,� �''� t�� , �""� `°� ENTRY FF� R .,_"� � ,r G� . �'�a""'��'r�`�'�� I �1 x 82 0.23 � _,._�. � 8221.42 � 8221.42 W L,S�. � � _ ,-,;✓ v ,., _ _.. _. _.� _ p � -�- �+------- �.�_ ��� F: c�N: � ,�.::� � �. ' Landsca e Boufders � , '`��``� � v►E ' ���. � o exc 4') , � ,.. _� , � � __ __ � (n t to eed �� } . 4 5.7/o � " .,..� 9 -" � BS 8220.92 � -� � `° ,.._, � �' ��,:1.'� �� '� r � � �..==6 tiJ,�.1 Qf � L- �� ��� � � � t �,..s � �i!:.�����.�.�� � N �, `� �4LL F ; = 8220.42 = °-�„ -' �' ��"'�����,�� t ' dRIVE ti °j - +"�"�------ ^ FAMILI'�RM FFE • H TED S70NE�����,� � � � 821 Q.42 _.... -�--� �� ---�� PATIO �.�._. � ��t�=...v ENTRANC i �� f�''� � -.•.-____,,�p � � _ `-� 22' i _���: . �� t ��., �.g .� , " ..'°_'� � � ��� .,�82 0.42 '�� � 4',� ' � �+�,z��.:.___.�-�., � o1 + �_,,,,,..e.......,-,,,,. � ._} g I I""`.�;"�""'_5. � 1%'"°-- (� N-\ . _ ��g `'�.,� 1� � �� � � � '.,� { 1 � __! ���1L�� �=����:1s��� y ( �J � _�'-�1 HEATEDSTONE ,, ,� p HEATED DRIVEWAY HEATED DRIVEWAY C.� .�i�[�?�,�� W/PAVERS W/PAVERS � �- m �- � ' PATIO � ,�,y • `�+` �� (82i4 � r�;� -+ g �8219.0� SEPARATE ZONE o'` � 8221.74 � • i �`1' � t� ) �=�i%...'•�P� INT.O.V.ROW � � , $ 82 24 �'--.-.._.,,,.� � G �.��i=���.�1g i ' r � �. � s B 82T0.42 �E �Ls� �r�� ' i -������ � � � TW 8214.42 � �� �, �I'��a-°�'� �4.�.`�F'"�i� � � � ����"----� �� � � � ;��` L sz2 .os� `���` ��:�sz�e.a? �,'��` '�. ,.� 111 CONCRETE P �� � 1 �l ; ,r�" � ` : � L ' 3�=�° � � .......�. , y �' NOT HEATED ' s �_ �f r" :.=,..a._{ r ,�, �,�, � v (8218.4 k__,�� �.t �p � _ _ c� � 4'WIDE,2"INVERT � ��a � � �_ _��T •ak a i..3 EDGE PLOWED ROAD I � f \ . i X � �- .N:. a 2os2�s�.as �f�` TM `s zz (a2,a.X> ��� � NJ N a2 � '��r � °� � � �8278.8) � � �E ���,,'�`�` d, : � e"� X ' '. � "J � 8219.98 + � `� ; ; �� � Ct � (8216.6) H �'"`�, FfNiSHED GRADE VARiES � 8279. � ��.-.,.:=�.fi�,2;�3.5�,,1 � f[ � � 24 , '°� -SEE PLANS �`~+..,� � ( j E X ��, �� �: EDGE OF,-r� c ~�. � �� ����� � ��-.�;���0"°l�� �HP 24.3 8219.82 8219.77 " PATIO Prs TS 8217.92 12RRUNS � ` �� ` � BROWNSTONE BLO L � � �: f ; F F 1 CK BOU DERS (8220.6)�� � '.,� '��� � "�� _ � a„ r i �`-, SEE SF�ECS. '.�' '--�- ._.� _ _. , �8276� f;._ , �`:� �, -�°'` I a.r _°.-.-----•. 82 0.92 'a�-.,-,•`.'.°.�.� ''�,,� t ,,.. -'°° ,;�i�,I r ... ' E� � �, � ��' �' "° , CRUSHED GRAVEL , � ' � ��°� F a k � �� � s � � � f �� � �� �X� ,''r 3 LL .YFC� $2 (8217.X) 15.0 � � �' ,,��P . 3/4�. - _ ' ` � � �i a ��� � � �,�- ._... �--` -� $ T N � �� � .�� � � � � � STONE WALL � �� � � I F j ro -�J�� � F � � �t� � ,` �� � ! ....--� ._.�� +HP 8?�24.5��.� r�� �'�`�mP �� SEE ARCHITECTURALS �Q•-� � Io �5 , g�;� t°'� ' ` `��E �,° �f '�. £Z2� BUILDING SETBACK �� � x �{u i ��'�; „ ` ��� �" 3 3�1 �� 7 � k- ra' � � x' eEM�"4�Ir��f�- � ELECTRIC METER� �;� r�� A� �,n • � - /� � �'fYp,� �( 1� � � � L,:�,. � '�' 222 -_ X FENCE G*�" �s��''"74����� .,� ,_ �� FILTER FABRIC � `L/ � o � "�� .�� ���� � ....��' •'� '4�LECTRIC 1 I� °I, � ' Z (8216.7} 5EE ARCHITECTURALS ��� aw�,'� �,a � .� � ��I h � x �ra� i��S..��� -_.. 7RA�iSFORMER 20 03 ' ` 'i � $�� t s� � ,,A � ��� � �4I ;u G i . q�� j i i �$'n7.0} � � .�,' � �. '4u.�1�;t'^T�� Ill V p ; � F � 6 � i ,, � ,=�.'s.,�j� � f � G'� ��r ;._.. �.. , X�� 1 E��� �^� r� �M�ary�t�i��y��� T � � d i a �*;��� �w��i��i i� � � . , � `_- - .�__,_` ' ��`"'�+.��,a 8219.47 �� , � "� '�� �`�r�i�4����� - � r^ � r� V � .::'6 WITNESS CORNER - ''-----_ � Z�a �_ � �+ ����,, ���' ,���� ,: �����..�.� F _ � .� ' ��,�, �� ��"��; V` ' 1 (8222.5)Y - � TO W COR LOT 17/18 �-"' - -----_ U�j � ,„ .�� � � �1- - � v FOUND PIN AND ALUM. CAP - - UN EASEMENT 15.0 �l �� „ k�� T;q�� �� �� L5 26598 N - , ti� �, �;.p k�� ���� ,�i�,�� } � O �, ��,�x1 �ri� � r' r +� �, ¢ , ADJACENT PROPERTY UNE -� # v - ''--- __ ' °'`� � j�-UNDISTURB "���,��"����*�:,�^M �� � ���^�.��;�,��Y,a �� BURY BOULDEaS ✓ J ' NATIVE S w h -BY 1/2-1/3 ) "�" , � w� ,,� � i � _.; _„r.; TREE LINE EVERGREENS --�. ._. ^ � . L � ,�n� ;�' ;���� .. --______ X � . m�������"` s� �"' �'t �:��r _ � A .%��v�r�, R -_-_ _ �� ,�=. , � 1'�� ,� ��1'--- PHONe PE� BOULDER WALL DETAIL � • � __ ,. �� } .�_ -_._._ � �� _ ___. _ ..m.__ ___ ___ ._-�_.. ._.. . - ---__._ � _._ _._ .. �_ ,-_.. ..... � � --..�._ _ __ , DECI TREE WITH 1:'�'""�#�:-�K �� - �_` _ �� SEYVER MANHOLE 15.4 ���•-�...,,�,,��.,� INVERT EL=8214.25 �"�""�`°-° ��"� `�° TRANSFORMER � ---_._. � � MEAS. RIM EL=8224.04 � � --_._. �g$; � � EXISTING STONE WALL ON � '� 1. PROYIDE APPROVED FlLTfR FABRIC BEHIND WALL (7YPICAL). ��}� '� � NEIHBORING PROPERTY � �? 2. BURY FlRST COURSE MIN. 1/3-t/2 OF BOULDER. � r 3. INSTALLA710N TO BE INSPECTED AND APPROVED BY ARCHfTECT/LANDSCAPE ARCHfTECT. � �� 4. IN�TAII AT THE DIREC'RON OF LANDSCAP� ARCHflECT IN FlELD. , ^ . ��`�"`° 5. CP.fATE VARIATIONS IN THE WALL FACE TO ALLOW FOR PLANTING POCKEfS. � << � ` _ ��"°"°----��._.._�_�� ADJACENT PROPERTY LINE TF�� "�T � n/1 N � � /� VA�� �r'�L��O�� �r�.� �f� � SEVENT�i FIL�C�� M w E � � � F � � �V s � C?' 10' 20' 30' � BUILQING OUTLINE 1 � 0 cn+sm � ovs,.w wa w�u � '^`-___.------__..�-- � _--__:"'-�---- _ , ""�_�=---.�-��,�""�.':�"':...�s"�'".�k--���--�-..-�• -- -._.__-�- ..__.. _���._. � ,�- Fa�oµREBNt wiM�iaow . ��'t� "„`r,__._._ �;_.��°�,��, .�. -- rusnc cw \ �k' ��.� '-------------------�_=�- � �� _��;-..�,,.. _-..,,..�� ���ermas mae wa�EC aaw � � �� ^ ��na E�n . � E11F71�FD1 Mllll 20�CN 11RMI1` � � � ���M1 �� , �- �- , c��>+ , - - - - ; �, � � ' Drawn by: JC ` � , TRACT �' \,� ` � ; � � O Shady Grove Landscape .., , , ` �, Architecture (SGLA)herby � ca�'z� � q ` reserves its copyrights and ,� l \ � other property rights to ideas a�w�4F�'3` � x 1 ) ! 'dl' �.m�SCF�.$4` , SECTION A - FENCE�WALL RELATIONSHIP `� ��"�����' and concepts presented in these plans, illustrations and � ��'��'���` ` , designs. SGLA expressly ��� �E:���.��� + � I ;� disclaims any responsibility � f��:� �a��°�`��� '�"".'.-°"w,�; � ������a. ,� from any unauthorized use of � ��:,;�.�a ���� ,` � � � �mp��4�. RIVEWAY 1,934 SF � these plans, drawing,., and �;;, ���-��;ry� SN STORAGE REQUI ED ,� notes. No portion of this GNRAGE SL4B � 2�0+SF AVAIIABLE 8=zoBZ � � �� document shall be copied or � reproduced in any form or s�J moe�rEa�au � ' . �$'�� 1� � °�:�;:� �r manner, nor shall they be EXISTING EVERGREENS � ; � � assigned to a third parly, . i I � without first obtaining the c.�o.s�+ ; \ � authorized written consent � � of SGLA. ,�v , �cmre + ��OOY SNO �' � �0N°g� ,i No. Date Commcnt (rn�� STORAG ��- � � ,° � ,,� � "2'so sF� �.� � -1 1 \ � n ioiaoio� DD SET HOUSE -"�� �° �e,,,� f � � ; B 10/24/05 FINAL DRB SET e ��,�. _ a=- ���''`"'-� ----.__ � ~ � �voz�os RESUBMIT FINAL DR � ' `�1'` "--------_ "� , ,.�s�°� C 03l14/O6 PERMIT SET PLANTI NG AREA "°"�'T"p'°"""`� - ' D os,o„os PERMIT SET REISSU 1 ! r���c;r�'�"'f��.��-- ` ,i SEE PLANTING PLAN p SITEUTlLITIES �`' -- _ _�_ ` -�_� � WILL RUN ALONG ~ "-----�,__� '" R+o�� THE UTILITY EASEMEN7 � " "'-- - � °'� .'`--•-. _ .. --, •.;�__ � SENEIt Y�MIOIE Ii4 DEI�IIOUS 11EE M1111 tA'qA lltllNl '�� _ i-N E I H BO RS .�,��,.� AND ENTER BUILDING -�� � �"y a'�*�* AS SHOWN �"""�0"� -� � WALL (4,� • ��� �� - � Title PROPOSED FENCE (6' Ml��'"� i N "p"�"'°�"""� ,� �����,� WALL (4 ) SCALE 1 :5 W $ ����� ����� Slte , Plan � LIMITS OF DISTURBANCE: scale 1 : 10 SCALE 1:20 PROPERTY BOUNDARIES EXCEPT WHERE EXISTING TR ES s,,eel# ARE PROTECTED �� ■ � cn , o Vo � � � �- Z �; � � _ � z o 0 �� o ti ti WU � rn rn � C D F � E— Z o � 2 2 � ¢ Qz � ° n� ,43.1 A22 �� V a � � � O ' � w � U �y � Z S�o'-�" � � cVo Z U ¢ C � O�0 � � � �� � � � � � M w U � � °° a, Q Z Q w 18 -3 10 -3" ib -�" �2'-3" ~ � �c J Z w �_ �� � �� � � �� � �� � �� M ^ � O 12 0�2 3'-0" 3 -2�1 6'-6�� � �� 3 �� � �� � �� �_ �� - � Q � � 2 -6 � � 2 -6 � 8 9� � � M c � Zw U ~ � -S� ' 2 -S}�t � � cv c`�i .,. 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P6 � � � SP,4GE. TNE OUtSIDE �41R QU,4NTITY O � , EXGEEDS THE MINIMLIM 035 A!R . . O � GH,4NCsES PER HOUR � � 012,4 � � 0 ,432 � . n ISSUED FOR M�C��4N I C,4L t/O GONC r�. DA,� coMr���vT i�00M s9'-m" a �mnmim5 DD SET 0�2 B 10R�/0�✓ FINAL DRB SET � ' ' 12/m2/m5 RESIlBMfT PINAL D W3 W3 G 03/I�/m6 PEFd"IfT SET D m5/mi/ PERMIT 3ET REf58(lE W3 �� �1 . . , � / � / . . � , . . . . , , . . . . , , . , . . , . . . . . 6 I I $�_-��� 9,_6„ $�_-��� KEY PLAN 8'-0" 23'-0" 35'-1° � 2�0'-9° � F� �. �^` 92'-10" � ;� ` ,� � r +�s,, :, . . SI�E�T C�E1�lERAL NOTES . .���;M.. � _ 1. ALL EXTERfOR WALL ,aSSEMBLfEB TYPE O 1 LtNLE33 BHOWN OTHERWfSE (8EE �2� SEGTION 2 OF DEt,41L M,�tUAL� � j� � � (�,� �,2 J 2. ALL FLOOR AS:SEMBLfEB TYPE Fi LOWER LEVEL UNLE:� SHOUJN OtHERWfBE 3. SEE BEGTIONB 6 AND � OF DET,4fL M,4NU,4L. �LOOR PLAN FOR DOOR AND W(NDOW 3GF�EDULES 4. DR4WtNCs REvISION ,4RE INDIG,4TED BY QX � 5. 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STONE H�4tGN (ND(G,4TED Oht 7f�E EXTERiOt2 � . � ELE1�ATiON3 �PRES�TltB LOGATfON OF STONE � VENEER ONLY AND SNOULD NOT BE t��RE1�tGED , � • FOR PATTERN, ST1'LE OR SIZE. � �.i02 - - 3. �EE SEGTION3 6 AND 'i O� T1-4E DET,4(L M�4NttAL TYP - - �OR DOOR AND WINDOW 3GHEDt1LE:5. AL:50 3E� ` 3ECTION �OR EXTERIOR OOOR ,4ND WINDOW tRIM ' ' - A - DIMENSIONS, I-I�AD, JAMB, ,4NU BILL DETAILB. , . 4. SE� DET,4iL8 6.2m"I �41�ED ��03 FOR DOOR �41�tD 15SUED FOR . G . . ; : ., , _ � ' � ' ''' �� - - _ WiNDOtU TRiM DIMENS(ONS, UNLEv3 NOtED , � � � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � Of�p,�tgE. ivo. �ar� cor�rr�vr I I - - _ � I � � I � �1, ifd/i0/05 DD SET — i � I - - - - B I0/24/m5 FtNA� DRB 8ET I � _ _ _ _ - � i � � �I �imsim� �suer�rrr Firya� I - ° - - - - ' . 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O O O O _ _ - _ _ - A _ _ - _ _ - _ _ _ - _ _ _ _ _ - - _ ���_m• — — - - - - - -_ - -_ - - - -_ - - - - - - - - - - - _ _ - _ - - - - - _ - - - - _ - - - _ - - - - - - - - - ,o P - - - - - - - - - - _ ' - - ' - - - ' - - - - - _ - - - - _ - - - 99'-4` , � ' _ - _ ' _ ' _ _ ' _ _ _ _ ' _ _ _ ' _ — ' _ - _ _ - ' /O G ' _ _ _ _ _ ' - i ' - i � - - - ' / � \ _ _ � \ _ _ ' ' ' - - _ ' ' i - - _ i �� ' _ - � - A'- � � _ - � _ ' / � _ - - A� - _ � _ _ � O _ _ _ - O _ � � - _ _ _ _ - _ � � i _ _ ' ' � / � - - � / _ � _ _ - - _ ' - ' ' - ' _ � � i ' _ � - � , ' ' _ _ \ / - ' ' _ _ ' - - _ - - _ _ - _ \ i / - - _ i \ _ _ ' _ ' � - _ ' ' ' _ _ _ ' ' ' ' ' ' ' ' ' _ _ ' — _ _ _ _. _ _ ' ' ' ' ' ' ' ' ' _ ' ' _ ' ' _ _ _ ' _ _ _ ' _ - _ _ - ' _ _ _ - _ _ ' ' ' ' _ �'-0" , — . — . _ . — . — . — . _ . — . _ . — . — . _ . _ . .— . — . — . _ . — . — . — . _ . — . _ . — . — . _ . — . — . ?/O G G• 89'-0• �— — � — ' — � — ' — /O • Y f 2 lu�R7N ELEVA7��N ,.t�'_'°,t,�;�` i �?� �z., i� as� v�•.i�_o• �'- � "�� �' _� . 1.. . . . >,� �._ t;,. �j�i/a� -. �� .._. fxAU�tNAt�. E�iES1D�NCE. SCAL�' 'I$" =- I'-O" t�-/2o��- A A.I B � Cs G.I G2 J _ I i i ( I A _ _ _ _ _ _ _ _ I . _ ' _ _ - _ - _ _ _ ' _ '4 _ ' ' ' ' _ _ _ _ - ' ' _ ' ' _ - —_ - _ ___ _ ' ' ' _ ' _ ' � _ _ - _ - -__ � 71D ]I� 3M 216 ]M Il! ]G 741 D ' ___ - -__ - _ -_ _ ' ]M _ _ � O O / � '. G.. � _ _ �G — .'��.... ' \ - ^. - _ — / — ' _ . :..':�. ... 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' ' � ' ' , , . , ' , . , , t � , a - - � - - - ' �� �� '' � _ - _ - - - ° - _ - _ - _ - 10f�'-�" - - _ - _ - - _ - _ _ - _ - _ - _ - _ - - _ _ _ _ _ _ _ s _ _ _ � _ _ T/O STRUGT PL . . . . _ _ . - _ _ - _ . __ _ _ _ - _ . _ _ _ _ _ . - _ , _ . , - _ - _ - _ - _ - _ - _ - 99'-4" _ - - _ _ - _ - _ - _ - _ - _ - _ - _ - _ - - - - - -- T/O Sl'RLlGt PLYWD � - - - - - - - _ - - - - - _ _ _ _ - _ - - - _ - - - - - � - - - � � _ _ - - / - - �\ � \ - � _ - _ � _ _ _ _ � � _ _ _ _ _ - - - - - - i � - - - - _ _ _ - _ ° _ _ _ _ - / - A - - mm't - - L- / ' \ _ - - - - _ _ - _ - �- - _ - _ - - _ /� _ - - _ - - �O mmt � _ - -_ - _ - _ /\m�� - - O/ - - - 3 - - \� �� _� - - _ -- _ _ - \\ -- \ \ / / - -_ _ � � rw �.,,. ,,,-,- - ..� .�w r+. r. a. �.. .r .i+oi. .� s� � � ! � _ � s O \ / - - - - � � - - - _ _ - - -- - - _ _ - - \ _ -- - - _ \ / _ - ..' � - � - - - � � - _ - _ - _ - _ - - - - - - - - - - - - - - - r y _� _ - _ - _ - y., �� - _ - _ - _ - _ - _ _ - _ - -- - _ - - - �� �, -- — -- - _ - - _ - - _ - - _ _ - - _ _ - - ' _ - - — _ - - — _ - - — _ - - - r � � � +..� „' "s� r' ° � - - - - - - +� '�' '"� �' _ - _ - - - - - - - - - - - _ _ _ �:._ �'� �, � � �. wr -- -:c* ""^' "n" .�.�u�s ���+ �. � �. �. . . , - . . _ — , - - - . , . . . � . . . . . . . . . . . . . . � � � T/O GONG g LWR Ll/L �■■� 89'-�" , , . . . , . . . . , � � t/O GONG �► �AMILY RM � � � � � 2 �o�r� �����r�o�t . — — A2.2 i/�" ■ 1'-0" � � � O � � � i..�■.Y � � � � � � �I �4 ,4.1 �3 � Cs Cz.1 C�.2 J OV � � SHE�T CxENE�4L 1�lOTES � � � � Q . . . . ELE aTR(on�s �SEE Tt�a� BE�ouJ�c�� ort � � ' ' ' MATERI,4LS: � � O6�� ST� VEhfEER � . . . OB VERTiGAL IUDOD 31DiNCs � . , . � _ _ OG STUCCO � _ � a 2. STONE i-4AtGi-� (NDIGA7ED ON Ti-4E EXTEi�fOR M - - _ - - � II � I II I _ , ELEVATIONS �PRE3ENTS LOGATION OF BTONE _ I VENEER ONLY ,4ND SI-#OLtLD NOT BE REPERETIGED � i i - �� � - - - - - - - POR PA'tTERN, gT1'LE OR BiZE. _�^ � � �-a--�-u-�- _ _ � I I i I i i i I I i I I i I � � � _���_ - - A 3. 3EE SEGTfONB 6 AND Z OF THE DEfi,4iL M,4NUAL _ - � � � � I I I I I I I I I I I I I I �I I I I I I I I I I I I I - - - - s��r o,,l�Exr��� �oo�°,aru� �ND rr�IM � i� - _ � - - _ _ , � _ �_ ' I I _ _ DfMENSIONB, HEAD, JAMB, �4rtD SILL DEtAILg. I ' _ - - _ _ - _ - - I 4. SEE DETAILS 62m'I ,4ND '1203 FOR DOOR AND tssuEO �oR: WINDOW TRtM DIMENS{�tS, UNLF�Z NOTED No. DATE cayMEn►r _ _ I I I �i _ _ _ _ - _ - _ _ - - _ - � � OTHERW{SE. A 10/im/05 DD 8ET - - - - - - � � I � _ - _ - - - _ _ - - _ � , s im��i� �nva� � ser _ � - - _ _ \ 24B Z4'1 2�h 2�b 2•i� 2�i3 Z�2 2�1 B _ ° a _ ° c _ i2/m2/05 la^�SUBMIT F(�IAL D G m3A4/mb PERMtT SET . .,�,. - • ' ' �'. ,' �•� ,. �, _ \O __ _ - - Z59/ - - - - D m5/ml/ PERMIT 3FT REISSUE ',,• � 'ti��•, ' G, - - � - - — _ - - - _ _ _- / — _ -- - - � ' � - _ - A - � - - - � / \ / \ //�\ / \ / \ / \ O _ � _ _ - 23b I I I I I I I I � � - _ _- - - _ - _ _ _ - _ /�\ / 't'1 \ /C��\ /�\ /�\ / �� \ _ _ �/ 1-1-UJ _ - - ti0'-h" _ A _- - - - � 110'-6" T/O S7RLIGT PLYWD � - _- - - _ - _ _ _ - - _ _ - - - -A - - . . . . . . . . - _ - _ . - . . . . T/O STR�.3G7 PLl'WD II I I � _ - _ - _ - - _ _ - - - - - - - - _ - - - - - - _ - _ -_ - _ -_ - � - �_ - _ 0 0 - _ - � - _ _ - - - - _ � _ __ -- -- - � _ - - '� i _ - _ - _ _ - _ _ - _- _ _ � � � - - _ - _ - � _ � _ - _ - - -- , � - - - - - - ,4 - - - - _ � � _ - � - - - I�S F4� 143 Ifii2 141 14m �/ \ �9 _ - - _- — _ - � - _ O 131 _ _ - - - ' = O O O O O O O - - - - - = - � - - - - - L - - _ _ _ _ - _ _ - - - - - \ / B _ _ - - , _ - - - — - - � _ ,�'� ,�� \ / - - - 1 _ - _ - - - - - - /(tiFaa)'\ /Z144e)'\ /�'\ /' i�la '� \ / 1 = _ _ x_ = B KEl' PLAhI ��4 _ �J �J . � - - - If�O'-0" �' - - - - � � - - ,. T/O STR�,tGT PLl'WD 99'-h�� - , , . . . . T/O GONC �► CsARACsE ' - - - _ - - - - - - _� � ' ' ���''`.� � -- - - - _ - _ _ _ _ - ,� 99'-�" � w� - - � T/O S T PL`r'U1D ���� - _ _ _ „��u �'`-�'"} - ,. EXTERIOR ELEVATIONS 89'-0" . . . . . � . . . . T/O GOi�iG �► FMLY Rf"( PROJEGT No. ORfCxIN DAT� 051649.00 08/15/05 � � SOI�T� �L�V,4TIOl�I 66/KF/CA DK� �VeY AZ.2 1/4° = 1'-0" SHEEt No. �2 . 2 �,�: as swowrv 0 � � 3 2 C,j o � o Z °� � � — � �? 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EXtER10R WALL PiNISf�ES INDIGATED ON t/O ST GT PLYIUD ELEVAtl01� - SEE tACs� BELOU! FOR 99'-6" , . _� . . I , , ,- - - - . � . . . . . . . � M.d►TERfALS: I , 1� -m" rio coNC g �a � -- -- -- -- -- - - J � � �� �► - - - O 6 3TONE vENEER t?EF LANDSG,4PE OB YERTIG�4L 1l�100D gIDII�iCs DWCxS FOR HOt 'RtB LOGAtfON OG 5'REGGO � 2. gtONE 1-i,4TGN IND(G,4'YED ON THE EXTERIOR ELEVATION� �Pf�SENTB LOCATiON OF 3TONE 1/ENEEt? ONLY AND Bt�OI,tLD NOT BE RE�RENGED FOR P,4T1'ERN, STl'LE OR 81ZE. r , , 3_ 3EE 5EGTIONS 6 AND 'i OF tNE DEtAIL M,4NUAL W 90'-0" �OR DOOR �tD WtNDOW SC�IEDI.tLEg. .4L50 3EE � T/O CONG � LU1R LVL . . . � . . . . . . . . � . . � � � . � 3EGTI�1 POR EXTERfOR DOOR QJ�ID UJiNDOW Ti�tM � . . . . � . � . . . . . . . . . . . . D(MEN810N8, !-4E,4D, J,4M6, �4ND BiLL DEtAIL3. � 89'-(d" 3. 5EE DEt,4iL3 620'1 ,4ND 'f20�4 FOR DOOR AND � T/O GONG �► MFD1,4 RM Wfi�iDOUJ TRiM DIMENStONS, UNLES3 N01'ED OtNEi�E11°rE. � � � 2 ��4ST GOUi�'T`i',4i�1� �L.�V,4TIOl�I — � ,423 lI�" • 1'-0" � � i�■� O � � � � � � � � � � G � � O 2.g 3 5 5.1 U V � J . . � � ¢ � � ' � � � . . . � � � � . M � � - - � -► �- _ - - _ � ' � �11�� � Y �' _ _ - � � - � - - -- � � �� � � � � � � IS&UED FOR: � � I�lo. DATE GOMM�hIT . , ��.: •'+. , � . , A 1m/Im/m5 DD SET , y' i. �, , � � �,ti. � , � .. � , .� �., f� ''��.' � '� , '�� � , � • B �2��02� REStJ�MD�RB�NAL '� � � �••• . . ., . ' . ,�' � „� . ,� , �., � , .. �� , �. , ,�,,. , ' .: ,�,�, �; ., .� , . , ' �, G 03/I�/fdb PERMIT 3ET � , , �( . . • '. D m5/mt/ PEF�"t�T SET REi88U6 � � • . , � � � . ' ..�4 'f�.' .'iH' � {�,SM � � � ; �� ' ti. � � � � �� . �� ' � . r� . /..� �. ;, � , , ,�i, �'�; � . ' I I I I I � t . • 4� � 1101 �11 T/O STRLtCT PLZ't�1D� . . . . . � . . . � �i i i � � i � i _ ° - _ ° - _ _ � _ _ _ _ _ = i _ - _ - _ - � - _ \ 101 - g 24� 239 298 �3'I _ � B \ � - - - - � - _ - - ,q - - - � a - LTCs 3 - - - - - , - - - - - - - YPL - - - / \ / `� / \ / \ 1mPZ�' 0° _ - - _ _ - - — _ - - - � / O \ / �� \ / O \ / O \ A T/O STis�GT PLYIlJD� . . . � . _ _ _ _ � . . � - - , 99'-�F" �� . . . . . . . . ' T/O T PLYUID � � ,� *,,; ,,..;,. w�:. ��}: y���,�� t ' 3 SOt�T� �1�1Ti�1' ����,4TION � UJ�ST GOUi�T`i'�4}�D �L���4Tf Ol�t a�.� ���u = ��-mN ,�Z3 ����� a ��-m�� EXT�RIOR rio co�tc �� �u���v0t,.� . . � . . . . . . . . . . . ELEVi�TI�NS 89'-0" T/O GONG � MEDIA RM PROJEGt No. ORICsfhl DA1'� 051649.00 08/15/05 DRAUaV BY GHK BY TRV BY �BB/KF/CA DK SHEEt No. A2 . 3 sca�.e: AS SHOWN �o � 3 2 1 0 . Vo � � � w � � � • � F � `Z � O O , . (f� p � � V � /\ !�— ? o ° /��� . . Q z � � � � � � y � O I V � � �� � j � u; � r° � z � oG a _ ° t� � � � o � U . 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T/O ST T PL ' � I I i� L� - � M,4ST�i� / \ �4LL� 1' CLOS�T � � � � � L(Yfi�lC� � – � 220 218 ,� �� ,� �� � i�001"( - -- � � i � �� i15 - -�- D Il�!(NC� � � �� �� ROOi"� �� �� �� �� \ � i 114 � i 1 � i � i �i �\ �i �\ �i �� �� l 1m0'-�" �, +c�Y P�,a� T/O STRUGT PL71�D � . . . , 99'-fo�� T/0 S T PLl'UJD � �,. � i i � � ,, � � . i i � � � ��`� ;n,: �� , / �: � ,w i i � � � �;: � ����; ��, � �. � � � �;; �,�,ti� I �� 1 f�YiYi1 . ���p_.,,�',,���1���, � \ / / ,4M�L �1 2 i�f�4ST�i� C�OS�T BUIL�fNC� S�CTIOi� \� \� ' '/ �ooM i 021 � a3.� v�° . r-m° No. � � �,_ „ . , . mt-, � �UILDING T�o �oN� � LU1R L1/� SECTIONS 89'-?�" � � T/O CONG �+ FMLI' RM � � � PROJEG7 No. ORICx(N DA7E ` — � 051649.00 08/15/05 >o�c DRAWN BY GNK Bl' 7RV Bl' � �3Uf�Df1�lC� ��CTiOI�I g6/KF/CA DK ���r ivo. 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' � � � � �� � ar c r� � . . • a � 8io „r�uet �ssueo �o�: C9 -(d APF) No. DATE GOMMEhIT a �nmi� DD 8ET �� B 10/1d/fd5 Pihi�4L DRB SET ' . . � 12/m2/m5 RESUBMIT PINAL 1"iECI-�,4NIG,4L C 03/I�/mb PERMtT SET �D�r'( D 05/01/ PERMtT °vET REIFiBUE m�2 �/ . . , . . . . . . . . . , . . . . . . . . . . � I I � S�-4��t C-��NERAL 1�lOTES: 1. ANY MECN,4NiGAL OR ELECtRIG�I. , . . IT�MS 3NOliJN ARE FOR GOORDiNATION P1.1�03ES ONLY. $,_�„ 9,_6„ S,_..�„ z. ,a�.m�,a-�r� ���oN �o��u�sE. KEl' PLAN 3. �4LL CEtLfi�s HEIC�i-iT8 fNDIGATED iN 5'-0" 23'-0" 35'-1" ' 26�_g�� ' CPARANtNE3E3) �4R� APPROXIMATE AND ,4RE TO BOTTOM OF Sl'RUGTURE. �� � ���� � � 89'-im° 4. ALL PRE-��4E3RIC,4TED BTRUGTU� SFIALL �. �,� BE LOGATED t0 FAGILIT,4TE PLAGEMENt O� �� � ° . . MEGHANtGAL AND ELECTi�IGAL COMPONENTB ��;��� ' . . , • • ,48 (NDIG.4'f'ED ON RCP'8 ,4ND MEP Dl,UrsS. 5. LtCsNTB AND DIi�t13ER8 SH,4l..L BE PREGISEL`i' CENTEh?ED WITHtN ROOMS, ON lUALL3, OR IN 30FFIT8 UNLE33 NO't'ED OTI�Rl�Ui3E. �.1 B � C� C�.1 C�.2 � 6. c�r�treR L�rs oveR rues � wir��N LOWER LEVEL 3HOUlER ENCL03URE3, �ND CENTER �t V,�`{r,- g�'�`�. REFLECI"ED 'f. ALL GLOSET:3 WfTi-i DOOR3 CrtET LICsHtB W(ti-f J,4MB 3U1(�GH�S. CEI LI N G PLAN 8. YANITY GABiNETB t0 1-4A1/� ROPE LICsNT IN � � L ,OIJJ�i� L�1�E L i���L�CT�U G�f L I hlC� �'��1�1 �. � ��� asseMe�i�s � ��oor� PROJEGT No. ORICsfIV DATE A4.� v� • t 0 ,4gSEMBLY S�'MBOL ON ABOVE LEvEL. 051649.00 08/15/05 DRAII�I Bl' GHK BY TRV BY 6B/KF/CA DfC SFIEET No. �� • � r�-GALE: /�S SI"IOWI�D o � � O �' o � � Z � � N � � �, z -- � �� � o 0 t� o � � � C D � � �- ? o �° 1 � Z � ° � � � o .6,3.� ,�� U g � •� � Q ' -a ;� � C� � `� Z � � • � oc a � � � - � � c �o Z U�r rC L � �' LL �V _l� � M w w � = e,�,'omo�+ QC'3QW W � U w U �— QQ N �n °�...° Q � � O . , = wU � wQ � Q � � oC w � vENTINCs �OR o ' • HOOD N rn — � o `�° ° rN�. i: � . . . ---� . . . . . . , . . . , , , , � �; .ap � oo ao . . . ��� ,,,--- ,, ,,,,. ,�- .,.��%.,- .��. ���; :�;<,�, ��� ,,; ,,;- ��� i 1 ' � v � '�' rn ti �— j � -�Up o 0 �/ m �v a� � P�41�lTRl' O O O O � a+ � �#�U o 1I2 � I _ O _ O _ � � a�� w�.� � � � � iG(TCI-E�i�i 1 I � � e �. B.4T� � � � � 113 �µ - I � � V � �^, r� t�5 �$��r,�� - I I N000 � � � 1 ' > � N �� � � o M.41N I I � cooKtc� � � � W m X � � ' I �,.FL�4T GLNCx S T,4 i R i I . � m � � e i o s r�u c r M�D 1 1 m � L - --- - c n ,�F�ar, c��t� �9�-4° a r f� R O O M L - -- - � N o Q � o c � I $'-(p ,4�F o � � '� a. v W ; � im't - - - - - - � � 3� � �� \� � > c� � �-7� {�p � I - � D fl�lfl�tCx � � � � w , � SD �� � \ � ROOM { � Q c� 0 ,» t o � ,aT ��. � i � � W � ° �L�v i � eio sr �t� � a3.� o o � � O O ' - � � c=n � o E�U o 1 0 S � F AT C NCs B E D R O O M ��At c�.nt i s'-6" ,d� ' I 104 B/O S � C9'-�° ,4FF) � ,r FLAT GLNCz F .4T GLNCs sEal. E�� , , SxlO BEAM Sxifd BE�4M 8/O STRLIGT g/O �g� I �— C9'-4�� �� I � �GITGF�EN � �r c � _ 0 _ � _ i 1� _ FL�ar cLr�� p I I p sp � �4TRiUM � 9�-m� � O O O � aio s �.tct � 109 � C9'-4u ,4FF) i I 8x1m BE,4M Sx1m BEAM � � lmxi0 BE,4M , i � Lr� 3 i i � � �3 , . . ,.;, .,.�,- ,�- ,�- � ' '' ' , ' , ' . ' 2.°.J - cove � � � - --- - �i�lTR1' LfCsHTfNCs LTCx 3 ' I I I --- - tm3 l p i ' 3 - - � � , --- LTC�s 1 � ��FLAt TLNCxT I --� B/O S RUG � -- , { OP�Nt TO � l9'-�" ,4FF) . � I I ABOVE j � � � � I 3 LL.! �— . . . . . � � Cx�,4T Z � i � ROOi"� � tc= 3 i � 115 ! �"�", �' • Ii � � � , ; � ! II � j � I �i� SHEET A�3 FOR � iI ; I ; � GEILINCs INFO (N tN18 A�E�4 � � � ' � � I � � � I I � � � iii I , � , I i � � � l � - -� j � ; � � � , � ' ' � � � ' I I O � � � � i � � L� � � i � �r� 2 ! I �– J 3 � Q I I �� M�4Nt�E D011�l � �G ; I , i ' I � �►�+r�r� � ; ; � � o � � � � � � I i � ! I ; jii � J ' I ij � I j � � � — — � � � � Q � ' ' � '" TU10 C,4R � � � V � �H C��RQC�E � � � = J � .: , � o � », ; ; �T� -� i ; � � a � � � ii ' � ' � � I � ' � � , � > • � I � . . . . .r, i ', � il � � iil =_ � I .�� . . , � � � � � � ii I � � � I � , a -�-- -- i � ! ! � ' -- 5.1 � , i �-� � , i iLTC� 2 � � O . . ! � L – J � � , , i � � � i � � � � ; � ,�FLAT GLNCrt , � B/O :StRUGT I ' I (10'-fd" AFF) ' . � . , ' Z �� � � ' � I A32 i . . tSSUED FOI�: � � I �}-}U No. DATE COMMENT � � � �3+4��3� A lm/10/08 DD S�fi �-r� 2 I I � 1@2 L_ — � B 10/1�/�-✓ FINAL DRB SET • ' ' lZ/fdZ/fd5 RESUBMfT PINAL G 03/14/�o PERMfT SET � D 05/01/ PERMIT SET REI88t1E i . � � , . . . , . . . . . . . . . . . , , . . . . . . �O �;%;�;i;�'�';�';;,�,/��'"�' LTCs I /, S�E�T C��N�i�,4L 1�lOTEB: I. ,4NY MEGH,4NIG4l. OR ELEGTRIGAL ttEl"IS SNOIU�I ARE FOR GOORDp�t�►TION PURPOSES ONLY. KEl' PLAN 2. ALL CASED OR WRAPPED Ot�NINCs3 . , ' . . ' 8'-m" APF, 11NLE33 NOTED OTHERWfSE. � 3. ALL GEILINCs �-tEfCsNTB fNDiGA7ED tN ° �.�� �l� ' CPARr4NTF�1ESE5) ARE APPROXtMATE AND � � ' ,� - A� TO BOttOM OP Sl'RUGTItRE. �� - yf�� , , �. ALL PR�-�,4BRIGATED 8TR�ICTURE 3HALL �,��,h , • • • ' ' BE LOG4tED TO �,4GILITAtE PL,4G�MENT OP .�,, MECH,4NIGAL AND ELEGTRIG,4l.. COMPONENTg ,45 tND(G,4'I'ED ON RCP'S AND MEP DU1Cs8. 5. LfCsi-{1'� ANp Dli�t,{SERS Sf�.4LL BE PRECISELl' � �3 E c� C�•1 Cx.2 � �ttsE�Dw..E��r�vorR�oTµ�Rtt1 gE.g` o� �" MAI I�! LEVEL 6. GENTER LICsI-FTS OVER TUB.Z AND WITN{N RE�LECI"ED BHOWER ENGL03LtRE8, AND CENTER Ol�f ��`�TM g��� CEiLING PLAN 'i. ALL GLOSETB WITi-� DOORS CsEt LICsI-itS Wlti-4 �� � M�41 i�l L�1��L i���L�CT�D C�I L f i�IC� �L,41�1 JAMB �JJf TGHEB. a. v��rY eae�rc�rs ro µ,av� Ro� L���►r n� �o�ecr r�. oR���� oar� "�¢� ���µ � ��-m�� tOEKtCK 051649.00 08/15/05 9. FOR CEiLtNCs ASSEMBLIES, REPERENGE �R,a,u�t eY cu� eY rRV eY FLOOR �MBLY 81'MBOL ON �BOVE BB/iCF/�A DK LEvEL. SNEET No. �� • � SCALE: /�S Si"IOWI� 0 V o °' � � � Z °� � � _ � s a o �� o ti ti � v � rn rn Z o e�, ,4.1 G 1� � fG Q Z � � � _ � 2 2 1 V � o `� a�°o O � � o " � �.� �� ,�� Z � L :�' v� � a � � . • . tl) � c �o Z U 89'-10" Q � c � aa'o OC � �ou�sr Pointr oF `� c� � M SLOPED CEtLINCs Q _ w U 15'-3�� �-3" 15'-�" 48'-9" �4B01/E F(P1t5F�ED = � � �' U Z Q W � � J Z Ll.l SLOPE� GEILtNCs '-1„ Z °G n � � Q W oUC O ABOVE PiNi81-►ED � Q � cv v`�, .,. OC LOI�ST POfNT OF FLOOR AT PL,4TE iS (� p w � SLOPED GEfLINCs 6'-11" � w Q J Q ABOV� �{NISI-4�D � � w � F1.00R AT PLATE Ig 6'-il" N � � O �' � ti � M � O M O , , _ . . . . . . . . ��� _ ,0 � 00 QO N �' 0 'i:1� '1:12 � �.� � c/] � � � f� . � . . ` ~ � ~ CLOSE s o c NC� �:;2 � �:12 Fs�oPE cLrtc� -v o o^ o 0 : ,., ... � L J— �, � � � — — — � B/O RL1GT � B/O STf�IJGT m �� � � ti ti v � o � � � � ���� � �'��i . � 21� ' , cV � ,"�C{��. � �� _ � B c� � � � S,4Ti-�RDOM�� I I �,� m �,v�' I I I I r @� � v�i� , ^ <�. �p k. 1�lO. 2 N I I "�y � � • I I • "Qy ���`' > � � ��. m v4,'�� 203 r � � UPP�R � I I O O � �? � 1 1 °° x � O�� �'' � �� O O i ST,4fR � SIT7(1�tCs So J L M�►ST�i� m � i� I � ,� �LOPE GLNC� N � 4 0 � O O S O G N C i � ---- -----C� _ � 2 1 9 2 4 x 3 r o �/O 3 T i�l G T N B A T 4-�R O 0 1`� r � � � v �- ---- - --- -� ,a��ess w � O O O P,aN�� O r O 2 1ro O > -J � � I wOaCz .. � --xfL,4�•Li�c- • —— — ——— � �� � r — —— —4 — — — — � � OSD RtDCs BE,4M T � WFZ,d,P4'�EC� RtDCsE BE,4M � � U (� � Z + � o i�iDCxE BEAM ———— ————��� S C NCx . I ���f� . � cv � } V �, sp /�fi� 1�To. � �LE1� B/O STR�JGT I I 2t� r N �sD ,a3a °z °a � o � � 9 � \� � 20 1 m 8 � I � I ( p p r � u�i u� � r B Tiz,i.tCT �/ � L�N�� O r' O � �LAT GL� � tC J SOFFf T �,� O O � � 20i "i -�" ,�FLAT�GLxC� 9 0 M�STEi� / - -1 -- - S -0 0 R� SE�ROOM � ----�xtm �ar� --------- axtm �E.as� --------------------------------------------- T � BEDt200M O � . y� , �, �,5 � No. 2 /� � { �\ � �\ 202 � s Cx,4LLE�'r' sD SD / { � � � O I / � f �\ 220 B/m TRUCT { \ - � / ! �� � �----� � -- � � / � � — — — — � � 3 . . . � t . . , 3 �� i I , � �' 8 O E C 1�K's �� 3:12 _ ''' B/O T ' GT �� R�OPE Ltlsµtfl�fCs - - . 0 � —-�-—————-�I �.OFT IN YAL�t�IG� � � `� ;� I� 2�5 N � i� , �� _ � � . . . . . T � - Z J .� �- O- �.e----� � � -� B/o s G T� sD '-` � � �- `� BEDiz001�1 - i��cE�� :t � .i � Q � ' ' �� No. 3 I � � � 3:i? - � - _, ' � — � `� � 2¢>� p j r r � r t � � � � 1 I rn I � � � � �� �1:12 I 't:i2 � i . �u, � o � � � � ' - ------- � �OSp � I OO �� - - � - �' �� � � ' � 3 � � � �' /i�/ E � (� Cl� A32 � � O � � I � � � � � � 0 I � C�OS�T �5 Q � � i b r�o. 3 - - ��� - V 3-1/2:i2 1 2� � � Sx1fd B�AM �� 8x10 BE.4M � • 1 -� I � _ so c ! � � � B/O S'fRLICT � � �"'� �L -- U � 2 fo - � � > ' ��TI� OOM � I B�Ti-�iZOOM ', ', ' � � No. � � I No. 3 5D � � O _ O r� I � 2fds = '� 0 � �SLOP� GLNCs � � � 5�1 F AT G NCx ,�FLAT GLNCx � � � $�_0� i - . . O �� 10 � � � � �� I E..S..� M 5 Gf� � �- . . � � B�o T T � �3�DROOM + � � . . I 1�to. � y� � 3-1/2:12 ( I 210 / � �\ Q � Z:12 i �:12 ,_ �/ � _ � � . � A3Z � � / • , , cv ISvIJED FOR � �., � � O5D I /� �, � No. DATE GOf�tMENT r------`\�ji �/-------�_r A im/Im/0� i�DSET / \ B Ifd/1d/05 FM�4L DRB SET , r ,�� CLOS�T � ��\ ' , . � �simzim5 r�suernr�n+�a� �O. �� G 03/i4lfd6 PEF�f"ifT SET / � � ,/ O 213 � �� � GLOS�T o msimv ���r s�r �tssuE i No. �a �� o � o \ 212 . . � � . . . . . . . . . . . . . . . . . . . . . . � S�EEr �Er�Ei24L �orEB: � . • l. ANY MECF�ANfGAL OR ELEGTRIG,4L ITEMv SNOIUV �4RE FOR COORDINATfON Pt1�'OSES Ohll.`f. $�_-��� 9,_6„ $�_-��� iGEY PLAN 2. ,4LL G.4SED OR WRAPP�D OPENINCs3 S'-fd" AFF, 11NLEv3 NO'f'ED OtuERW18E. �,° ; ��+� ,�, �` 5'-0" 23'-m" 35'-1" 26'-9" 3. ,4LL CEiLIi�Z NEICs4�iT8 1NDICATED (N ` CPAR4NTi-{ESES) .4RE APF'�?�OXIMATE �ND Ats� TO BOTtOM OF STi�.ICTUi�. r' �r�"� � ,�:` 89'-10" �;����:. 4. ALL PRE-�,4BRIG4'1'ED StRUCTURE SN,4LL ���fi�.° , '. • • � LOGAtED t0 F,4CILIT,4'i'E PL�4G�NT OF � � • � � MECNANiGAL AND ELEGTRIGA� GOMPO1�tENTS �48 {NDIGAtED ON RGP'8 .4T�1D MEP Dtlks3. 5. LlCsHTS ,4ND Dfl�l3Efi?�3 BHALL BE Pt?EGI�EL1' ,4.1 � E C-� �.i C�.2 J �����-e��NO�or r�ut�s, °�` °� lJPPER l.EVEL �. G�ht'fER LICsHTB 01/ER 'RlB3 ,4ND WiTNIN REFLECI�ED SHOtdjER EPtGLOgUi�B, ,4AED GENTER ON V,�►��,- s�`�`s. CEf LI NG PLAN �. fi�L CL03ET3 WiTFi DOORQS CsET �iC�TB WiTi-4 J�1M8 SIIJ(TGF�ES. � � ����� �-�V�� ����C��� G������ ��,�,� 8. YANf'Tl' G4BINETB TO NAVE ROPE LiC�I-{T (Nl PR+OJEGt No. ORICsIIV DATE �443 1/�" � 1'-m�� ��K« 051649.00 08/15/05 $ 9. � GEiLiNCs ASSEMBLIES RE�ERENGE o�aw�v eY c�8Y rtzv eY ,43SEMk3LY 3`PME30L ON ROO� PL,4N. BB/ICF/CA QK s�-�eer r�. A4 . 3 �,�.E: as s�ow� o ° (� p °� o Z W 'd' N � H � � GENERAL NOTES �z � ^ ^ � � � o� � � Z � - - Z ° � QZ �' � O1 V 1. GENERAL ^ z 7. SLAB-ON-GRADE V � � `� � - 10. T I I�BER 11. f�ASONRY a -& �� ... A. ALL TIMBER PRODUCTS SHALL. BE IN ACCORDANCE WITH THE NATIONAL O � � �O, X _.i A. THESE NOTES SHALL SERVE AS THE SPECIFICATIONS FOR THE STRUCTURAL A. THE PREPARATION OF THE SUBGRADE FOR THE SLAB-ON-GRADE SHALL BE IN FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION, A. CONCRETE MASONRY: (,/) � a --e�- � z V PORTION OF THE WORK. STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE; LATEST EDITION. 1. ) CONCRETE MASONRY UNITS SHALL BE LAID PLUMB, TRUE TO LINE, C/a � c V o - THE CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE WITH LEVEL COURSES ACCURATELY SPACED. FULL UNIT MORTAR � � � ��o' W � B. ARCHITECT' S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. PREPARATION REQUIREMENTS TO THE GEOTECHNICAL ENGINEER. B. ALL LUMBER SHALL BE VISUALLY GRADED AND HAVE A MAXIMUM MOISTURE BEDDING SHALL BE USED FOR THE FIRST 3 JOINTS AT THE TOP AND � � � � W V CONTENT OF 19°6. BOTTOM OF WALLS AND AT INTERMEDIATE BOND BEAMS. FACE SHELL Q H �q � J Z W C. CHECK ALL DIMENSIONS ON STRUCTURAL DRAWINGS AGAINST ARCHITECTURAL B. MOVEMENT OF THE SLAB-ON-GRADE MAY CAUSE DAMAGE TO ANYTHING MORTAR BEDDING MAY BE USED FOR INTERMEDIATE COURSES. ALL = � m v+ a � Q W DRAWINGS. CONNECTED TO BOTH THE SLAB AND OTHER PORTIONS OF THE C. FRAMING LUMBER: 2X8 AND LARGER, DOUGLAS FIR-LARCH; ALL ELSE: JOINTS SHALL BE 3/8" NOMINAL AND SHALL BE TOOLED SLIGHTLY Z V M � � V Z V S U P E R S T R U C T U R E. I S O L A T I O N D E T A I L S F O R P A R T I T I O N W A L L S, H E M-F I R I N T H E F O L L OWIN G GRA D ES: CONCAVE, AFTER MORTAR HAS REACHED ITS INITIAL SET SO THAT � eh e�d � W - O QQ Nv� � Z D. VERIF Y O P E N I N G S T H R O U G H F L O O R S, R O O F S A N D W A L L S W I T H B A S E B O A R D S, P I P I N G, A N D OTHER ITEMS MAY BE REQUIRED; REFER TO THE l. ) GENERAL FRAMING: S7ANDARD AND BETTER OR STUD. MORTAR WILL BE THOROUGHLY COMPACTED AGAINST EDGE OF UNITS. Q pC �.�., ARCHITECTURAL, MECHANICAL, CIVIL AND ELECTRICAL REQUIREMENTS. APPROPRIATE DRAWINGS OR CONSULT WITH THE RESPONSIBLE MEMBER OF 2. ) STUDS: STUD OR BETTER 2. ) RUNNING BOND SNALL BE USED UNLESS OTNERWISE NOTED. = W V � THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH THE SLAB-ON- 3. ) FLOOR JOISTS AND ROOF RAFTERS: N0. 2 OR BETTER. 3. ) HOLLOW LOAD BEARING CONCRETE BLOCK SHALL BE 8" X 16" NOMINAL � W Q � Q 2. GOVERNING BUILDING CODE: IBC 20a3 GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE. 4. ) BEAMS, STRINGERS, POSTS AND TIMBERS: N0. 1 OR BETTER. FACE SIZE WITH THICKNESS AS SHOWN ON THE DRAWINGS. � � W � 4. ) ALL BLOCK SHALL BE ASTM C90, GRADE N, TYPE 1 MOISTURE 3. L I V E L O A D S U S E D I N D E S I G N 8. C O N C R E T E D. BRIDGING: BRIDGE BETWEEN JOISTS OR RAFTERS WHERE NOMINAL DEPTH- CONTROLLED, WITH 1900 PSI AVERAGE NET AREA COMPRESSIVE N r TO-THICKNESS RATIO EXCEEDS 5 WITH BEVEL-CUT DOUBLE- CROSSED WOOD STRENGTH. � e� � o O A. SEISMIC LOADS PER IBC 2003 A. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE UNLESS NOTED. BRACING, OR WITH SOLID BRIDGING 2 " THICK BY DEPTH OF JOIST. END 5. ) BLOCK WEIGHT CLASSIFICATION: LIGHTWEIGHT, UNLESS OTHERWISE ,,,,, , 1. ) SEISMIC USE GROUP. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . II ' CLEARLY IDENTIFY INTENDED USE FOR EACH MIX DESIGN SUBMITTED FOR NAIL SOLID BRIDGING TO JOISTS; NAIL BOTH ENDS OF CROSS-BRIDGING. NOTED. .t°� � a, 00 2. ) SPECTRAL RESPONSE ACCELERATIONS: APPROVAL. CONCRETE SHALL CONFORM TO THE FOLLOWING TABLE: SPACE BRIDGING AS REQUIRED BY CODE. PROVIDE SOLID BLOCKING 6. ) ALL COMPLETED MASONRY WALLS SHALL DEVELOP 1500 PSI ULTIMATE � v�i � d' � a. SHORT PERIOD, Ss . . . . . . . . . . . . . . . . . . . . . . . . . . 0. 3453 I�INII�U�I BETWEEN JOISTS AND RAFTERS AT SUPPORTS. COMPRESSIVE STRENGTH (f' m) IN 28 DAYS. `� �' ^ b. ONE SECOND PER I OD, S 1 . . . . . . . . . . . . . . . . . . . . . 0. 0799 Wq�R� > V n O 'a O o -� 3. ) SE I SM I C S I TE CLASS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D STRENGTH ��E� SLUMP AGGR �R 4. ) SEISMIC DESIGN CATEGORY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 �� CEMENT E. STUD WALLS: B. MORTAR SHALL CONFORM TO ASTM C270 TYPE S WITH A MINIMUM m ��•' � pg� CONTENT �.�0 IN SIZE (1} 1. ) FRAME STUD WALLS WITH 2X STUDS @ 16" ON CENTER OR AS CALLED FOR COMPRESSIVE STRENGTH OF 1800 PSI. � � 5. ) SEISMIC IMPORTANCE FACTOR, Ie. . . . . . . . . . . . . . . . . . . . . . 1. 0 SACKS/C.Y. IN ON THE DRAWINGS. _ � 6 � v FOOTINGS 3000 5.5 0.58 3-4 1 0-2 2. ) PROVIDE A MINIMUM OF 3 STUDS AT CORNERS. C. GROUT SHALL CONFORM TO ASTM C476, WITH A MINIMUM COMPRESSIVE ' B. WIND PRESSURE PER IBC 2003 3, SHIM FOR BEARING ON CONCRETE SUBSTRATES. GROUT WITH 1: 3 STRENGTH OF 2500 PSI. a� `� ^ U 1. BASIC WIND SPEED (3 SEC GUST). . . . . . . . . . . . . . . . . . . 90 MPH WALLS 4000 6 0.48 2-4 1 5-7 � � � � R Z PORTLAND CEMEN7-SAND GROUT FOR FULL BEARING. 2. ) WIND EXPOSURE CATEGORY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . B LIGHIWEIGHT TOPPING 2500 4. ) W H E R E M U L T I P L E T O P P L A T E S A R E C A L L E D F O R I N T H E C O N T R A C T D. R E 1 N F O R C 1 N G B A R S: D E F O R M E D B A R S, M I N I M U M Y I E L D S T R E N G T H 6 0 K S I. c o x � v j 3. ) WI ND D I RECT I ONAL I TY FACTOR, Kd. . . . . . . . . . . . . . . . . . . . . 0. 85 ALL OTHERS NOT NOTED 3000 5.5 0.58 2-4 0.75 4-6 DOCUMENTS, STAGGER SPL I CES AND FACE NA I L PLA7ES TOGETHER. m � p� 4. ) WIND TOPOGRAPHIC FACTOR, Kzt. . . . . . . . . . . . . . . . . . . . . . . . 1. 0 5. ) PROVIDE STUDS AT OPENING JAMBS AS FOLLOWS: E. EXCEPT WHERE OTHERWISE NOTED, HORIZONTAL REINFORCING FOR WALLS � . ^p W 5. ) WIND IMPORTANCE FACTOR, Iw. . . . . . . . . . . . . . . . . . . . . . . . . 1. 0 NOTES: a. 2 STUDS AT OPENINGS LESS THAN 5' -On WIDE_ SHALL BE "DUR-O-WAL" LADDER TRUSS TYPE JOINT REINFORCIhG PLACED N ,� a v ? C. R O O F 1. TOTAL AIR CONTENT PERCENTAGE RANGE. CHANGE TO 5-7 IF EXPO S E D T O F R E E Z I N G T E M P E R A T U R E S. b. 3 STUDS AT OPE N I NGS B E T W E E N 5' -0" A N D 8' 0 W I D E A T 1 6 C E N T E R S. P R O V I D E P R E F A B R I C A T E D C O R N E R S A N D T E E S A T A L L � � c. 4 STUDS MINIMUM AT OPENINGS GREATER THAN 8' -0" WIDE WALL CORNERS AND INTERSECTIONS. NORIZONTAL JOINT REINFORCING 1. ) GROUND SNOW LOAD, Pg. . . . . . . . . . . . . . . . . . . . . . . . . . . 132 PSF 6. ) BEAR OPENING HEADERS ON MULTIPLE JAMB STUDS AS FOLLOWS: SHALL BE PLACED IN THE FIRST TWO BED JOINTS IMMEDIATELY ABOVE AND � W 2. ) SNOW EXPOSURE FACTOR, Ce. . . . . . . . . . . . . . . . . . . . . . . . . . . 1. 0 6. ALL CONCRETE IN CONTACT WITH SOILS SHALL USE TYPE I-II CEMENT. a. 1 STUD AT OPENINGS LESS THAN 8' -0" WIDE BELOW ALL OPENINGS, AND SHALL EXTEND A DISTANCE OF 24" BEYOND � W 3. ) SNOW ZHERMAL FACTOR, Ct. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. 0 b. 2 STUDS MINIMUM AT OPENINGS GREATER THAN 8' -0" WIDE EITHER SIDE OF THE OPENING. U Z 4. ) SNOW IMPORTANCE FACTOR, Is. . . . . . . . . . . . . . . . . . . . . . . . . 1. 0 C. REINFORCING: MILD STEEL REINFORCING SHALL BE ASTM A615 WITH A 7. ) REFER TO DRAWINGS FOR SPECIAL STUD CONDITIONS 5. ) MINIMUM FLAT ROOF SNOW LOAD, Pf. . 100 PSF (NOT REDUCED) MINIMUM YIELD STRENGTH 6� KSI, EXCEPT WHERE NOTED AS 40 KSI. ALL F. ALL ITEMS REQUIRED TO BE BUILT INTO MASONRY SHALL BE INSTALLED AS � Q 6. ) "� ROOF LIVE LOAD (NON-SNOW). . . . . . . . . . . . . . . . . . . . . . . 20 PSF REINFORCING REQUIRING WELDING SHALL CONFORM TO ASTM A706. WELDED F. ALL MULTIPLE MEMBER HEADERS, BEAMS AND POSTS MADE FROM FRAMING THE MASONRY WORK PROGRESSES. � CUTTING AND FITTING OF MASONRY � W 7. ) R O O F T O P O R S U S P E N D E D E Q U I P M E N T. . . . . . . . . . . . . . . A S N O T E D W I R E F A B R I C S H A L L C O N F O R M T O A S T M A 1 8 5. LUMBER SHALL BE NAILED TOGETHER TO FORM A SINGLE, COMPOSITE UNIT SHALL BE PERFORMED BY MASONRY MECHANICS USING MASONRY SAWS. y GC USING NO LESS THAN TWO ROWS OF 16d AT 12° O. C. D. RESIDENTIAL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 PSF D. REINFORCEMENT PROTECTION G. MASONRY WALLS SHALL BE TEMPORARILY SHORED AND BRACED UNTIL THE SEAL 1. ) CONCRETE PLACED AGAINST EARTH. . . . . . . . . . . . . . . . . . . . . . . 3" G. COMPLY WITH MINIMUM Si�ANDARDS FOR FRAMING CONNECTIONS AS SET DESI6NED LATERAL SUPPORTS ARE INSTALLED. ,,�E^� �� ;T-,,, E. GARAGE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40 PSF 2. ) CONCRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR EARTH: FORTH IN IBC TABLE N0. 2304. 9. 1 AND AS DETAILED. ,�� �- e:,� '� �, ��� ;; .,•, ,, a. BARS #5 AND SMALLER. . . . . . . . . . . . . . . . . . . . . . . . 1-1 2 H. LOW LIFT GROUTING: - c' � � Y - 4. STRUCTURAL STABILITY DURING CONSTRUCTION b. BARS #6 AND LARGER. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2" H. LAMINATED VENEER LUMBER (LVL) AND PARALLEL STRAND LUMBER (PSL): LIFTS MAY BE UP TO 5' -0° IN HEIGHT. ��:rT: - ; , 1. ) VERT I CAL GROUT POUR SHALL NOT EXCEED 5' -0" I N HE I GHT. GROUT ,� .;,�y r , 1. ) LVL OR PSL PRODUCTS SHALL BE PLANT FABRICATED IN A , ""�""�,� � �� ..vyia= �lv ;.� A. THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUC7URE WITH E. NO SPLICES OF REINFORCEMENT PERMITTED EXCEPT AS DETAILED OR CONTINUOUS PRESS WITH ALL GRAIN ORIENTED PARALLEL TO THE �"�`"'j` _� � �.�'°• i.';s,� ALL ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED AND AUTHORIZED BY STRUCTURAL ENGINEER. MAKE BARS CONTINUOUS AROUND LENGTH OF THE MEMBER. I. HIGH LIF7 GROUTING: r���,'-.. �j y ,, f �� .�°,. ...`., BRACED. CORNERS. WHERE PERMITTED, SPLICES MADE BY CONTACT LAPS, SHALL BE 2. ) ALL LVL OR PSL PRODUCTS SHALL BE SUBMITTED FOR APPROVAL WITH ]. ) UERTICAL GROUT LIFTS SHALL NOT EXCEED 5' -0" IN HEIGHT. .e.. °'�, y;l 36 BAR DIAMETERS MINIMUM. REFERENCE TO THE APPLICABLE CURRENT NATIONAL EVALUATION 2. ) PROVIDE CLEANOUTS AT BOTTOM OF EACH POUR. � ���'.=-��� ,'. .� %,-.;�r� B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS REPORT PREPARED BY CABO, OR CURRENT EVALUATION REPORT 3. ) TOTAL HEIGHT OF VERTICAL GROUT POUR SHALL NOT EXCEED 12' -0° �'�""`�� AND METHODS. F. DETAIL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL", PREPARED BY ICBO. IN ANY ONE DAY. PUBLICATION SP-66, AND "BUILDING CODE REQUIREMENTS FOR REINFORCED 3. ) LVL MEMBERS SHALL HAVE THE FOLLOWING ALLOWABLE STRESSES: 4. ) RECONSOLIDATE TOP 2 TO 4 INCHES OF GROUT BETWEEN LIFTS. C. THE CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PROVIDE PROPER CONCRETE, " ACI 318, LATEST EDITIONS. PROVIDE DETAILS INDICATING o. FLEXURAL TENSION OR COMPRESSION. . . . . . . . . . 2600 PSI SHORING AND BRACING AS MAY BE REQUIRED DURING CONSTRUCTION TO REINFORCING CONTINUITY AT CONSTRUCTION JOINTS. b. HORIZONTAL SHEAR. . . . . . . . . . . . . . . . . . . . . . . . . . 285 PSI J. FILL BLOCK CELLS SOLIDLY WITH GROUT A DISTANCE OF 24" BENEATH AND ACHIEVE THE FINAL COMPLETED STRUCTURE. c. COMPRESSION PARALLEL TO GRAIN. . . . . . . . . . . . 2460 PSI 12" EACH SIDE OF BEAM REACTIONS OR OTHER CONCENTRATED LOADS. G. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT d. COMPRESSION PERPENDICULAR TO GRAIN. . . . . . . . 750 PSI E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND POSITIONS SHOWN ON PLANS AND DETAILS. e. MODULUS OF ELASTICITY. . . . . . . . . . . . . . . 1, 800, 000 PSI K. AT BOTTOM OF MASONRY WALL, PROVIDE DOWELS EMBEDDED INTO CAST-IN- SPECIFYING ANY MODIFICATIONS TO THE STRUCTURE REQUIRED FOR 4. ) PSL MEMBERS SHALL HAVE THE FOLLOWING ALLOWABLE STRESSES: PLACE CONCRETE OR WELDED TO STRUCTURAL STEEL SUPPORTS AT EACH COMPLIANCE WITH OSHA REGULATIONS AND GENERALLY ACCEPTED H. ENSURE HORIZONTAL CONTINUITY IN FOOTINGS BY PROVIDING CORNER BARS a. FLEXURAL TENSION OR COMPRESSION. . . . . . . . . . 2900 PSI VERTICAL REINFORCING BAR. DOWEL SIZE SHALL MATCH VERTICAL PRINCIPLES OF CONSTRUCTION. THE CONTRACTOR SHALL PROPOSE ALL AT WALL CORNERS AND INTERSECTIONS. UNLESS DETAILED OTHERWISE, b. HORIZONTAL SHEAR. . . . . . . . . . . . . . . . . . . . . . . . . . 290 PSI REINFORCEMENT. SUCN MODIFICATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR CORNER BARS SHALL MATCH SIZE AND SPACING OF HORIZONTAL c. COMPRESSION PARALLEL TO GRAIN. . . . . . . . . . . . 2900 PSI L. SPLICES NOT PERMIT7ED IN REINFORCING BARS EXCEPT AS DETAILED OR W REVIEW PRIOR TO CONSTRUCTION. REINFORCING AND EXTEND A MINIMUM OF 36 BAR DIAMETERS BEYOND THE d. COMPRESSION PERPENDICULAR TO GRAIN. . . . . . . . 750 PSI AUTHORIZED BY STRUCTURAL ENGINEER. WHERE PERMITTED, SPLICES MADE � CORNER. e. MODULUS OF ELASTICITY. . . . . . . . . . . . . . . 2, 000, 000 PSI BY CONTACT LAPS, SHALL BE A MINIMUM OF 40 BAR DIAMETERS. 5. SUBMITTALS W I. WIRE FABRIC REINFORCEMENT: LAP ONE AND A HALF MESH WIDTHS AT I. LAMINATED MEMBER SIZES SHOWN ARE NET; OTHER MEMBER SIZES ARE M. PROVIDE ONE #5 VERTICAL, FULL HEIGHT, 1N EACH OF TWO ADJACENT A. DEFERRED SUBMITTALS: THE FOLLOWING ITEM ARE ENGINEERED BY SPLICES AND WIRE TOGETHER. NOMINAL. CELLS, EACH SIDE OF ALL OPENINGS, UNLESS OTHERWISE NOTED. � J OTHERS. ENGINEERING AND DOCUMENTAION OF THESE ITEMS ARE TO BE � PROVIDED BY OTHERS FOR REVIEW BY THE STRUCTURAL ENGINEER. AFTER J. NO WELDING OF REINFORCING SHALL BE PERMITTED UNLESS SPECIFICALLY J. SOLID WEB I JOISTS: N. GROUT AL� REINFORCED CELLS AND BOND BLOCKS FULL. Q � REVIEW, THESE DEFERRED SUBMITTAL ITEMS WILL BE SUBMITTED TO THE CALLED FOR OR APPROVED BY THE STRUCTURAL ENGINEER. l. ) FLOOR AND ROOF JOISTS SHALL BE PRE-ENGINEERED SOLID WEB I BUILDING OFFICIAL. JOISTS AS MANUFACTURED BY WILLAMETTE INDUSTRIES, INC. , TRUS- 0. REFER TO DRAWINGS AND SPECIFICATIONS FOR REINFORCING AND OTHER � � 1. ) WOOD STAIRS K. DO NOT RE-BEND ANY BARS WITH A YIELD STRESS OF GREATER THAN 40 JOIST MCMILLAN CORP. , OR APPROVED EQUIVALENT. RE: PLAN AND REQUIREMENTS. � KSI. DETAILS FOR JOIST SPACING AND DEPTH. MEMBERS SHALL BE P. WHEN TEMPERATURES DROP SELOW 40 DEGREES FANRENNEIT AT ANY TIME � O B. FURNISH ONE PRINT OF SHOP AND ERECTION DRAWINGS TO STRUCTURAL FACTORY MANUFACTURED WITH ORIENTED STRAND BOARD (OSB) WEBS, DURING MASONRY CONSTRUCTION OR CURING PERIOD, COLD WEATHER 0..4..I ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMIT IN A TIMELY LAMINATED VENEER LUMBER (LVL) OR MACHINE STRESS RATED (MSR) PROTECTION PROCEDURES PER PROJECT SPECIFICATIONS SHALL BE � � � MANNER TO PERMIT 10 WORKING DAYS FOR REVIEW BY STRUCTURAL 9. STRUCTURAL STEEL LUMBER FLANGES PER CODE APPROVAL BY ICBO. SUPPLIERS SHALL FOLLOWED. � � ENGINEER. FURNISH ALL MEMBERS, WEB STIFFENERS, BLOCKING PANELS, END C. FURNISH TWO SETS OF CONCRETE, GROUT AND MORTAR MIX DESIGNS A. STRUCTURAL STEEL: MINIMUM YIELD STRENGTH 50 KSI FOR WIDE BLOCKS, JOIST HANGERS AND MISCELLANEOUS ACCESSORIES. THE FLANGES; 35 KSI (ASTM A53) FOR PIPES; 46 KSI FOR TUBES; 36 KSI CONTRACTOR IS NOT TO CUT, NOTCH OR OTHERWISE ALTER THE � O INCLUDING STRENGTH TEST DATA AND MANUFACTURER' S LITERATURE ON ALL ELSE, UNLESS NOTED OTHERWISE. MEMBERS WITHOUT THE WRITTEN PERMISSION OF THE STRUCTURAL � � O ADMIXTURES FOR REVIEW BY STRUCTURAL_ ENGINEER NO LATER TNAN 2 ENGINEER AND THE SUPPLIER. WEEKS PRIOR TO ON-SITE USE OF THESE MATERIALS. B. USE STANDARD FRAMED BEAM CONNECTIONS MEETING REQUIREMENTS OF � � (, D. GENERAL AND SUB-CONTRACTOR NOTES: °MANUAL OF STEEL CONSTRUCTION", AISC 1989, WITH 3/4" MINIMUM K. SHEATNING: 1. ) THE GENERAL CONTRACTOR SHALL REVIEW ALL SUBMITTALS PRIOR TO DIAMETER A325 BOLTS (OR WELDED EQUIVALENT) UNLESS OTHERWISE i. ) CONFORM TO AMERICAN PLYWOOD ASSOCIATION (APA) DESIGN �j SPECIFICATION, LATEST EDITION. SHEATHING SHALL BE �.�I NOTED. FOR BEAMS WITHOUT DESIGNATED LOADS ON DRAWINGS SELECT � a SUBMITTAL FOR REVIEW BY THE STRUCTURAL ENGINEER. o � CON7INUOUS OVER THREE ADJACENT SPANS MINIMUM. a 2. ) THE STRUCTURAL DRAWINGS SHALL NOT BE USED AS BACKGROUNDS FOR CONNECTIONS TO SUPPORT 60,6 OF TOTAL UNIFORM LOAD CAPACITY IN 2. ) FLOOR SHEATHING: 3/4" THICK 70NGUE AND GROOVE APA RATED � J � SHOP OR ERECTION DRAWINGS. DRAWINGS PREPARED IN TNIS MANNFR BENDING FOR EACH GIVEN BEAM AND SPAN, PLUS THE REACTION DUE TO _ AND SUBMITTED FOR REVIEW TO THE STRUCTURAL ENGINEER WILL BE ANY CONCENTRATED LOADS. MINIMUM OF TWO (2) BOLTS PER CONNECTION. SHEATHI��G 32/16, EXPOSURE 1 NAIL TO SUPPORTS WITH 10d @ 6 INCHES n C. AT ALL PANEL EDGES AND lOd @ 10 INCHES O. C. AT � � , RETURNED REJECTED AND CONSIDERED AS NOT BEING IN CONFORMANCE C. ALL A325 BOLTS MAY BE INSTALLED SNUG TIGHT AS DEFINED BY AISC. INTERic;�. OF PANEL. GLUE FLOOR SHEATHING TO SUPPORTS WITH WITH THE PROJECT SPECIFICATIONS. "TITE-BUND" (OR APPROVED EQUIVALENT). CONSTRUCTION ADHESIVE � ' ^ , SHALL MEET APA AFG-01. � � 6. FOUNDATIONS - FOOTINGS D. MINIMUM WELDS: A1SC SPECIFICATION, NOT LESS THAN 3/16" FILLET, 3. ) ROOF SHEATHING: 5/8" THICK APA RATED SHEATHING 32/16, � CONTINUOUS UNLESS OTHERWISE NOTED. EXPOSURE 1. NAIL TO SUPPORTS WITH 8d @ 6 INCHES O. C. AT W A. REFERENCE PROJECT SOILS REPORT PREPARED BY HP Geotech, NUMBER 105 962, E. ALL GROOVE WELDS TO BE FULL PENETRATION UNLESS NOTED. ALL PANEL EDGES AND 8d @ 12 INCHES O. C. AT INTERIOR OF �h DATED November 29, 20a5 FOR ADDITIONAL INFORMATION AND RE4UIREMENTS. PANEL. � � � � F. WELDERS: HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE A. W. S. 4. ) WALL SHEATHING: 1/2" THICK APA RATED SHEATHING, EXPOSURE 1. � B. BO7TOM OF FOUNDATION OR GRADE BEAM SHALL EXTEND A MINIMUM OF 48 QUALIFICATION TESTS. ORIENT PANELS WITH FACE GRAIN PARALLEL TO WALL STUDS. NAIL INCHES BELOW ADJACENT FINAL GRADE. TO SUPPORTS WTTH 8d @ 6 INCHES O. C. AT ALL PANEL EDGES AND G. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE 8d @ 12 INCNES O. C. AT INTERIOR OF PANEL. C. DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS OR GRADE BEAMS WITH THE AISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE AND 5. ) REFER TO DRAWINGS FOR SPECIAL SHEATHING OR NAILING UNTIL BRACING FLOORS ARE IN PLACE, �R OTHER ADEQUATE BRACING IS WITH OSHA REGULATIONS, LATEST EDITIONS. REQUIREMENTS. INSTALLED. , L. ALL TIMBER CONNECTORS SHALL BE "STRONG-TIE" CONNECTORS AS D. ACTIVE LATERAL EARTH PRESSURE USED IN DESIGN: . . . . . . . . 40 PCF MANUFACTURED BY THE SIMPSON STRONG-TIE CONNECTOR COMPANY. FOLLOW SUPPLIER' S INSTALLATION RECOMMENDATIONS. E. AT-REST LATERAL EARTH PRESSURE USED IN DESIGN: . . . . . . . 50 PCF M. LAG SCREWS: ISSUED F�R� F. PASSIVE LATERAL EAR7H PRESSURE USED IN DESIGN: . . . . . . 400 PCF 1. ) CONFORM TO ANSI/ASME STANDARD B18. 2. 1-1981. No, DATE COMMENT 2. ) CLEARANCE HOLE FOR SHANK SHALL HAVE THE SAME D I AMETER AS THE A imnmi� rtztcir�ser G. COEFFICIENT OF SLIDING FRICTION: . . . . . . . . . . . . . . . . . . . . . . . . 0. 45 SHANK AND THE SAME DEPTH OF PENETRATION AS THE LENGTH OF UNTHREADED SNANK. � io�z¢im� co�orw s�r H. FOOTINGS SHALL BE PLACED ON UNDISTURBED NATURAL MATERIALS. THE 3. ) LEAD HOLE FOR THREADED PORTION SHALL HAVE A DIAMETER EQUAL iz2zi� �ur�✓coor� CONTRACTOR SHALL R�MOVE ANY LOOSE OR DISTURBED SOIL AND REPLACE TO 70� OF DIAMETER OF UNTHREADED SHANK. c an�im� t�ta-nt-ser WITH NON-EXPANSIVE STRUCTURAL FILL COMPACTED TO 95'G STANDARD 4. ) THREADED PORTION OF LAG SCREW SHALL BE INSERTED INTO LEAD D 5/01/�6 r-�r�ut-s�t�issue PROCTOR (ASTM D698) AS APPROVED BY THE SOILS ENGINEER. HOLE BY TURNING WITH A WRENCH, NOT BY DRIVING WITH A HAMMER. 5. ) USE SOAP OR OTHER LUBRICANT ON LAG SCREW OR IN LEAD HOLE TO I. TOTAL LOAD SOIL BEARING PRESSURE USED IN DESIGN: . . 3, 000 PSF FACILITATE INSERTION AND PREVENT DAMAGE TO LAG SCREW. N. BUILT-UP LVL AND PSL MEMBERS: CONNECT MULTIPLE MEMBERS USING 2 _ ROWS OF 1/2" DIAMETER THRU BOLTS SPACED AT 24" O. C. BOLT HOLES SHALL BE 1/2" IN DIAMETER AND LOCATED 2" FROM THE TOP AND BOTTOM OF THE MEMBERS. STAGGER ROWS AND PROVIDE A MINIMUM OF 2 BOLTS AT EACH END OF MEMBERS. KEY PLAN GENERAl. NOTES PR�JECT No, DATE 05089.0 1�/24/20Q4 DRAWN BY CHECKED BY LES RBR SHEET No, �� • � � SCALE� AS N�TED STD T.O.STONE � T.O.STONE 2x4 CONT KEY HOOK � DISCONTINUE W.W.F. � JOINT 2�-� n U � h O �2) �5X � � � Z � � N z x x x- °-x x x 2�-0" ^' nP � � pp � � c� RE: DTLS FOR TOP & 6" STONE VENEER W/ TIES Z o Q BOITOM REINF � lYP o @ 16" O.C. EA WAY �, o ^ � `� T.O.W. `` .- ^ ^ ^ � � RE: PLAN & DETAILS N Q 6" STONE VENEER W/ TIES � Z � o M � � 1'-0 4 4 1 -0' 36 BAR 0 LAP � T.O.W. "� � 1 6" O.C. E A W A Y N M � KEYED ,�_.s ^ � C O N S T R U C T I O N J O I N T RE: PLAN & DETAIIS N � FOR ACTUAL FRAMING =o FOR ACTUAL FRAMING Q Z � � �j o �- N RE: DTLS �� R E: D T L S r � � �" e� p Z �/2"� x�3'-0° SMOOTH DOWEL � � m z w v G�. � •� � - @ 3-0 O.C. N C O A T O N E E N D T O 2 .�Q Z �z O � -a o � J PREVENT BOND ° o ° � CJ� � c � o � a DISCONTINUE W.W.F. � JOINT ° �' � z ¢ ° � � G�G o- � � Z (� N t 2� #5 x 2-� GRADE � � � � G R A D E • I � Q �j c � � W F- I � � � x X 36 BAR � LAP Z t,u � W V STD � �� `°� Q � � � J ? W � m -� ..1 DOWELLED HOOK � T.O.F. N � � Z U u' � � t� Z Q W " Q Q N c/� � Z IXP JOINT RE: PLAN & DEfAILS � 6 CMU W/ #4 � 48° VERT OC M � o W � � & STD WEIGHT HJR � 16 � O _/ �- HILTI KWIK BOLT II a � � t�4^ � Y � � T.O.F. 5/$"�x4" HILTI KWIK-BOLT II • CONNECTOR SCHEDULE N GROUT ALL CELLS U Q W � � ° ° R E: P L A N & D�A I L S N RE: SCHED n � W Q J Q � ,� �, = V E N E E R T I E S � 1 6 O.C. F A " m 3 6 B A R � L A P L6x6x5/1 6 W/ PRE-DRILLED BOLT ��R HEIGHT SPACING WAY �p � � W � �-� ,. ,, x ,. M HOLES (� SP PER SCHED LESS THAN 10'-0" 24" O.C. W 2�_�n N HOT-DIP GALVANIZE AFTER � , n M � O O �4x 2'-0" DRILLING HOLES 10'-0 - 15-0" 16 O.C. � � � � NOTES: 1'-0" MIN - - � � ^ '�' SAWCUT OR PREFORI�ED TO MATCH F�G -v o o -- CONTROL JOINT 1. CORNER BAR SIZE TO MATCH , o �' � (SAW BENVEEN 4 TO 12 PRIMARY HORIZ REINF. LONG REINF _ _ HOURS AFTER POUR) WHERE SPECIFIED • > U � O m C v � � � a � v A SLAB-ON -GRADE JOINT DTLS B CORNER BAR DTLS C FDN WALL 8c FTG STEP D STONE VENEER ANGLE E STONE VENEER > ONE STORY � � � � > ^ N Z Q.Q NO SCALE Q,Q NO SCALE Q.Q NO SCALE Q.Q 3/4" = 1'-0" Q.O 3/4" = 1'-0" � m X � t!j m � � ALL MULTIPLE-STUD POSTS AND TRIMMERS SHALL BE MADE � p W CONTINUOUS BETWEEN LEVEL OF SUPPORTED MEMBER AND � op O ^ FOUNDATION, BEAM, OR HEADER (WHICHEVER COMES FIRST). � � �' ? J t3 NOTES: POST LOAD FROM K(NG STUDS ABOVE a W CONNECTOR PATTERNS SHOWN ARE FOR LEVEL(S) ABOVE � GANGED STUDS SHEATHED ON AT LEAST TRIMMER ABOVE U Z ASSEMBLY A ASSEMBLY B ASSEMBLY C ONE NARROW FACE OF THE MEMBER T.O. SHEATHING (2) PCS (� 13/4" (3) PCS. � 13/4 (4) PCS:�Q 13 Z � �4 ``' � RE: PLAN BLOCK JOIST SP � � BELOW TRIMMER STUDS " RIM JOIST OR BLOCKING TIGHT H W N� N� � 1�/2" lYP TO EA SIDE OF BEAM CA OC CLR=2 x DIAMETER OF THE LARGEST HOLE (MIN) = M JOIST SP SEAL 1/3 DEPTH BEfWEEN FLRS BLOCK JOIST SP SOLID � POST LOAD 2x I� � CONNECT TO BEAM W/ �. s � _ _ __ � o � (2) ROWS OF 0.145"� DRIVE PINS � � 1/3 DEPTH o � -� - � -_� � ' '� O �ALLOWED HOLE ZONE N T.O. SHEATHING STEEL BEAM N RE: PLAN f� ,:; 0 0 0 � ± „ e,-: t�'.p^ , �,;� L - _ __ __ J CONTINUE POST TO �, � �, ,_. 1/3 DEPTH POINT OF SUPPORT F , Fy ��_�„s � ° rl ° ° ° FULL BRG STEEL SHIMS - , �,: `�'� �',� AS REQ'D FOR TIGHT BRG �= '� �'� �: 0 0 7" WIDE BFAMS SHOULD ONLY ��= _ °� ��,� • 16d COMMON NAILS N �� . T,O,f� �._.-.�.,;�,'�,_�;.i' 0 o BE USED WHEN LOADS ARE SEE NOTE 2 �-:��=�-��-�,,..� APPLIED TO BOTH SIDES OF THE � ^ � � ALLOWABLE HOLE ZONE /2� THRU BOLTS 1/3 SPAN =MIDDLE 1/3 SPAN 1/3 SPAN MEMBERS (TO MINIMIZE ROTATION), � 2'-0" O.C. � TYP . (NO HOLES (NO HOLES �IULTIPLE I�IAXII�U�I UNIFORM LOAD APPLJED ALLOWED) ALLOWED) ASSE�IBLY TO OUTSIDE BI� (Plf) NOTE: (2) ROWS 16d (3) ROWS 16d �2� �� ��Z. �2} �� ��Z LVL COLUMN DIMENSIONAL LUMBER (3/2� �3 Iz� gOLTS BOLTS POST OR STUD PACK PER 1. THE ALLOWED HOLE ZONE IN THIS CHART IS SUITABLE FOR HEADER MAXII�UM ROUND COi��ION WIRE COMMON WIRE . . PIAN N (2) 2x STUDS MIN UNIFORMLY LOADED HEADERS; FOR OTHER LOAD CONDITIONS, DEPTH HOLE SIZE � 12� O.C. � 12� O.C. � 24 O.C. � 12 O.C. NOTES: lYP WALL FRAMING CONTACT STRUCTURAL ENGINEER. 43/$" 1" A 470 705 503 1010 1. PROVIDE A MINIMUM OF (2) STUDS (� EACH BEAM SUPPORT 2. RECTANGULAR HOLES NOT ALLOWED. � � 3 ^ 2. FOR DIMENSIONAL LUMBER STUD PACKS, NAILING SHOWN IS FOR EACH PLY �..�..� 3. HOLES IN CANTIL�/ERS REQUIRE ADDITIONAL ANALYSIS. 5�2 � �4 B(3) 355 530 380 760 3. STUD PACK MAY BE SUBSTITUTED FOR POST SIZE CALLED OUT; MATCH LUMBER GRADE. KING STUDS 7�/4° THROUGH 18" 2" C(4) - - 340 680 4. PROVIDE 1YPICAL SHEATHING NAILING TO EVERY OTHER STUD. U W TRIMMER STUDS � � NOTES: 1. BOLTS ARE A307-36. BOLT HOLES = SAME DIAMETER AS BOLT. � 2. USE WASHERS @ HEAD & NUT. �.1..� 3. USE (3) ROWS OF NAILS FOR BEAMS > 12" NOMINAL. Q F ALLOWABLE HOLES IN WOOD BEAMS G MULTI - PLY BEAM CONNECTIONS H GANGED POST SHEATHED T.o.W. K STEEL BEAM BRG C� STUD WALL - � O.O NOT TO SCALE �.� NOT TO SCALE Q.Q NO SCALE RE: PLAN - Q,Q 3/4" = 1'-0" C� � O J FRAMING C�? MULTI STUD POSTS � � O.O NO SCALE � � � � Z W O Q � J 0 = U � V � � � � POST J � . - � � � � SPLICE (OPTIONAL) BLOCK TIGHT � TO E4 T.C. SHEATHING � POST BEAM N RE: PLAN f��/4° END f� Q � � SIDE OF BEAM END f��/4x BEAM WIDTH x BEAM N RE: PLAN SIMPSON CC COL CAP � , ^ STEEL BEAM N RE: PLAN � � FLR JOIST BEAM DEPTH W/ (4) 0.145"0 DRIVE SIMPSON ECC END COL CAP �.0'N. � POST � WOOD BEAM � RE: PLAN PINS FROM KING STUD T.O.W. ,� r.o.s. � M T.O. PLYWOOD � T.O. PLATE � I � _ 0 o y o SHIM TIGHT FOR FULL � o -��- BRG W/ STEEL SHIMS � ' I STEEL BEAM N RE: PLAN ` d- TRIM POST TO BEAR TIGHT N USE FULL BRG STEEL POST � RE: PLAN "' 1YP � SHIM f�'S AS REQ'D � SHIM FOR FULL BRG POST N RE: PL4N � W/ PLYWOOD SHIMS 13/4 LVL KING STUD I (2) f��/�x4"x0'-8�/2° I W/ (2) /8� BOLTS POST N RE: PLAN I ISSUED F❑R� WOOD POST N RE: PLAN No. DATE C❑MMENT a �nmi� �eicn�ser POST N RE: PLAN 8 �r�arms coo�s�r iz�zi� �eicn�coor� NOTE: PACK OUT BM AS REQ'D G 3/IG/06 PERMIT-3ET D 5/01/fab PERMIT-SET�ISSUE L WOOD BEAM BRG � STUD WALL M IN- LINE STEEL BEAM @ STUD WALL N BEAM POST P BEAM POST Q STEEL BEAM POST o.o = o.o , � , ., . 3/4" = 1'-D" �.O 3�4,� _ 1'-0" �.O 3�4,� _ 1'-0" 3/4" 1'-0" 3 4 = 1 -0 CONCRETE I�ASONRY WALL CONSTRUCTION NOTES: ;:."�M� ;.���� .;°..��� :tl��.° :�.-':�M. :°�:T:�� 8' CIuIU LINTEL SCHEDULE 1. ALL MASONRY TO HAVE PERIODIC SPECIAL INSPECTION. 6. THE GROUTING AND VERTICAL REINFORCEMENT SPECIFIED IN THIS SCHEDULE SHALL ""�:; �''�;; �:,�h,;':% �;`'�:;` �`:�";__ ;:"�;�r �-; ,-; .'+r'r.. . �'r. . e �•e �. :'r . �'r. 1 EXTEND THE FULL HEIGHT OF THE WALL UNLESS NOTED OTNERWISE. ALL REINFORCEMENT �` ��"''� ••'���t='' ""'�•�•� ' •'•�`�" ���`���"�' � �'_�;��� 2. WHERE ONE BAR IS SPECIFIED IN A SINGLE CELL, THE BAR SHALL BE CENTERED. AND GROUT SHALL BE PLACED IN CONFORMANCE WITH THE INTERNATIONAL BUILDING CODE. OPENING BOND BEAbI REINFORCING BEARING PROVIDE ADDITIONAL VERTICAL BARS IN THE WALL AT ALL CORNERS, ENDS OF WALLS, M p N WIDTH HEIGHT EACH END 3. WHERE VERTICAL BARS EACH FACE ARE �FEi,IFIED IN A SINGLE CELL, PLACE ONE BAR EACH SIDE OF OPENINGS, AND EACH SIDE OF EACH CONTROL J4INT AND EXPANSiC�� RE: ARCH WALL ABOVE OPENING GROI;T SOLID (2) CELLS ADJACENT T� EACH FACE WITH 2 1/2" BETWEEN THE BAR AND THE MASONRY UNIT THUS: JOINT UNLESS NOTED OTHERWISE. MIN � BEAM BRG 5'-6" g" (2) #4 8" - - OR LESS SEE PLAN FOR � ��� 7. UNLESS NOTED OTHERWISE, BOND BEAMS SHALL BE REINFORCED WITH 2 4 BARS. '••s '"• `rb' ' •� °�� ytb••M'� .�•�t,� ��b'�^� :��;;,. �, f4;�: ..,,w,r r; :4 i�:.': ...,; �. CLEAR # . �;�: ..;�,,� �,.�: , WALL THICKNESS � .°: �2 ALL BOND BEAM REINFORCING SHALL BE CONTINUOUS AROUND CORNERS, INTERSECTIONS •'S;�'"'`� ��'�;�'``• �'=+•-�� ���•►�`�: -��+�'':' �'a,;►=•� OVER 5'-6" �.r�,... : ,..,.<t-: :..,...,._ ...:. �r.: ..4._,R,. .. ,...<>.�: 16" ��) �4 $�� AND ACROSS CONTROL JOINTS. - - TO 7'-6" BARSEINWA HORIZONTAL PLANEARONEPBARFAD�JACENT TONEACHB�ACEBWIMH 2L1/2"THCLEAR $• ALL WALLS SHALL HAVE CONTINUOUS BOND BEAMS AT TOP OF WALLS. JOIST BEARING JAMB - VERIICALS BFAfd BEARING - VERTICALS OVER 7'-6° 16� (2) �4 gn LOOSE LIN�'EL SCHEDULE BETWEEN THE BAR AND THE MASONRY THUS: ELEVATIONS, ROOF DECK BEARING ELEVATIONS, AND AT HEADS AND SILLS OF WINDOWS, TO 10-6 TOP & BOT SEE PLAN FOR DOORS AND OTHER OPENINGS. EXTEND BOND BEAMS AT HEADS AND SILLS OF ALL • T.O.W. OPENING BEARING " ''`'i�� r r�x`"' �p� LINTEL SIZE EACH END KEY PLAN �,•,;-r•';�:.,: :'. � ° CLEAR OPENINGS 2'-0 BEYOND JA�IB UNLESS NOTED OTHERWISE. OTHER BOND BEAMS ARE .•• a���' �:���:�.' WALL THICKNESS v .2.ti. �..a • �2 NOTED ON PLANS, IN THE DETAILS AND IN THE CMU BEAM AND LINTEL SCHEDULES. 'k�•'=�r� `-"'�`'u' PROVIDE SOLID CMU BLOCK RE: ARCH OVER 10'-6" 24�� (2) #4 BOND BEAMS AT JOIST BEARING ELEVATIONS SHALL BE CONTINUOUS ACROSS CONTROL � TOP OF SILL N TYP TO 14'-6" TOP & BOT 12n 5'-3" L3�/2x3�/2x�/4 6" RE: DETAILS FOR REINF ,r., , OR LESS WHERE PLACEMENT OF TWO HORIZONTAL BARS IN A BOND BEAM INTERFERES WITH THE JOINTS. RE: DETAILS FOR REINF � '�'• PLACEMENT OF TWO VERTICAL BARS IN A SINGLE CMU CELL, THE HORIZONTAL BARS '��=`^ �;:;;�� NOTES: OVER 5'-3° � � „ 9. ALL WALLS SHOWN ON THE STRUCTURAL DRAWI NGS SHALL BE CONSTRUCTED IN 4 ;.., 1. EXTEND MASONRY WALL VERT RE I NFORC I NG CONT I NUOUS THRU END TO 7'-0" L4x3/2x/4 �LLV) 6 SHALL BE MOVED TO THE INSIDE OF THE VERTICAL BARS SO THAT THE SPECIFIED • ..•... - ' RUNNING BOND, INCLUDING TRANSITIONS FROM ONE WALL THICKNESS TO ANOTHER, �^ ;ti• M.;;�:�;: � � ,;•�;,-�„ ,��:,,_, OF LINTEL. � � � PLACEMENT OF THE VERT I CAL BARS I S MA I NTA I NED THUS: • (2) #4x CONT 1YP ., ,.w.;; ^�,• • ,.. OVER 7-C" L5x3/2x/4 (LLV) OR INTERSECTING WALLS, EXCEPT WHERE NOTED OTHERWISE. `"'''!�'""� '^�''•`" (1) �4x CONT � 6° CMU .�;�:s:'. :,:•'�`:�_; � � ^ 6" ' ''.."`" F, , ..,�...:,�:• .�.,.<,.,.. TO 8-0" W6x9 W/ BOTTOM I� /4 x CONT SEE PLAN FOR �/2" CLEAR 10. SEE THE MASONRY BEAM SCHEDULE AND THE LINTEL SCHEDULE ON THIS SHEET FOR OVER 8'-0" L6x3�/2x5/16 (LLV) OR WALL THICKNESS '•����`'°°~'�� END OF WALL - VERTICALS PRIMARY WALL VERT REINF � � � � 8" ADDITIONAL REQUIREMENTS. SEE THE GENERAL NOTES ON SHEE7 50. 01 FOR ADDITIONAL TO 9-6 W8x10 W/ BOTTOM IC /4'x CONT REQUIRE�IENTS. OVER 9'-0" 4. SUPPORT VERTICAL BARS IN POSITION AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS W8x15 W/ BOTTOM (��/4°x CONT g" AND AT BOTTOM OF EACH GROUT POUR. 11. MASONRY REINFORCING STEEL SHOP DRAWINGS SHALL INCLUDE ELEVATIONS OF ALL � .,,;�;;�;, np�� g�� �. -� TO 10'-6" WALLS SHOWING THE SPECIFIED HORIZONTAL AND VERTICAL REINFORCING. ;�;, :� ° `'' �� ' OVER 10'-6" RE: PLAN TYPO�AL 5. OPENINGS IN NEW CONCRETE MASONRY WALLS SHALL BE CONSTRUCTED USING CMU LINTELS ° �� �°�R`' #4x N � (� 16" O.C. �� �°�+ ONLY � TYPICAL UNLESS NOTED OTHERWISE. �` 12. RE: PLAN, DETAILS AND GENERAL NOTES FOR ADDITIONAL WALL REINFORCING & C � : 'M; _ NOTES: GROUTING REQUIREMENTS NOT COVERED IN THESE NOTES. .„•L�"•l RE: DETAILS FOR REINF �•�:;,. RE: DETAILS FOR REINF ;�.�, RE: DETAILS FOR REINF . �"�•.�'- ;� �;^ � 1. PROVIDE ONE ANGLE FOR EACH 4" OR LESS THICKNESS OF MASONRY. �G� �� '�� a '�� `!� � ��'' 2. WHERE W SECTIONS ARE USED, THE CONTINUOUS BOTTOM PLATE SHALL BE 1/2° LESS N U ;:!k''., ;�'�a`�e, �:.•;�':'�` �ti i71 io IN WIDTH THAN THE WALL THICKNESS. � ' Y• 3. FOR OPENING WIDTHS GREATER THAN 6' -3" PROVIDE SOLID GROUTED OR SOLID . „� .•':. `;Y. ti+,° i:. •'.l•. ::7.'.Fr �••�• r�, .,�.t�,,, � 0,.^o.ni _ • 00 r ' '`• �• ' '~�=' ` ` '' '�� '"' `'�;_�: � MASONRY JAMB UNDER EACH END OF �INTEL. . ;F •h�` ,'.x ••h • '�':�~'- "�•' .^ M�, 4. F O R O P E N I N G W I D T H S GR EA TER THAN 9'-6 , PROVIDE (2) 5/8 � x 1'-6" ANCHOR •��' �'� r�i� � � a� �r��. 4 � sX '��. .4t� r ' ..rV��Rt: '�i'���t `5i;.r'.,,, :+. i:; ;..� . � s ".ti•a:"ti n n ,. .�, ._wti.,.., �,.� •..;. �,�..;�,. .,.,.�,.�: PR❑JECT No. DATE \� $„ , BOLTS AT EACH END OF BEAM. SLOT HOLES 2" AT EACH END OF BEAM. N " 1YPICAL CMU - VERTICALS WALL INTERSEC110N - VERTfCALS WALL CORNER - VERTICALS NOMINAL 05089.0 1 O/24/2004 DRAWN BY CHECKED BY R CONCRETE MASONRY WALL CONSTRUCTION NOTES S TYP �IASONRY REINFORCING T 8" CMU LINTEL SCHEDULE U LOOSE �INTEL SCHEDULE LES RBR O.O NO SCALE SO.OZ NO SCALE Q.Q NO SCALE Q.Q NO SCALE SHEET No, �� � �� SCALE� AS NOTED 23�4� t/2" REfURN 3� L4x3x3/8 x "L" (A36) � TOP 1/4 =� � p O \ o � Vo � � N� � � � �o lo - z �; � N m � � 0 Z o M � 0� o �— � � O � � � � Z ._ � W V o M O� C� Z QZ N � � V Z Ug � � � — STEEL BEAM � RE: PLAN FLANGE EXTENSION AS REQ'D " 3 " ANGLE LENGTH ALLOWABLE LOAD, KIPS FOR BOLTS + 1�/2" EDGE , ' HSS COLUMN O � � .� � � Q 'N ROWS OF /40 BEAM SIZE �T.O.S. 5 x12x COL CAP WITH 1 Va � c o A325N BOLTS L� IN A36 A572, Gr 50 /2 � � ) � Z V 2 W8-W12 5�/2 14 15 � �4 E�� � LAG SCREVI� FACH SIDE � � HSS 4x4 WITH 3 "x5� "x0'-10" BASE -�c� ` °0 W F' t ^ � o �v� � � � 3 W12-W18 8/2 24 26 � � Q - eu �p ,..1 - W � � � � PLATE WITH (4)3%4'� BOLTS (� 3"x7° PATfERN � v � e+� Z V 4 W16-W24 11�/2 37 37 � � � m ^ Z � M C N V W V W 5 W 18-W30 14�/2 46 46 � � �1� � �1A � � F L O O R B E A M B E Y O N D Q a N N � Z � O I I � ^ n 2 � � I I RE: PLAN a pC t- 6 W21-W36 17�/2 55 55 � � �2 P f��/" CAP I� W/ � I � x x x x x x x x x x 5 _ = W V � W Q J Q � (2) /16" STIFF f� EA. SIDE � � `W � 7 W24-W36 20�/z 65 65 STEEL POST N RE: PLAN � I BE4M/GA (�/2S MIN) � I � EA HSS FL4NGE 8 W27-W36 23�/2 74 74 � � � � � � N FULL DEPTH @ BM CONN o 9 W30-W36 26�/2 83 83 � � � � HSS KING POST ; ; GIRDER N RE: PLAN 1 1 1 0 `^° o � I I � � RE: PLAN � � i■iiJ �„� o0 0 0 NOTES: 1. WELD CAPACITY IS BASED ON A 1/4° HALF-WEB FOR THE SUPPORTED BEAM. � � i i � ' � 'S � a, FOR HALF-WEBS OVER 1/4", ALLOWABLE LOADS MUST BE REDUCED PROPORTIONALLY � N o � 1` TO 8� FOR A 1/2 HALF-WEB. � o o ^ 2. WHEN ANGLE CONNECTIONS ARE BACK TO BACK AND TH� WEB THICKNESS OF THE > U � 0 S U P P O R T I N G B E A M I S L E S S T H A N 0.5]" F O R A 3 6 B E A M S O R . 3 7" F O R A 5 7 2, G r 5 0 °� c�% � BEAMS, THE ANGLE MUST BE STAGGERED OR THE ALLOWABLE LOAD REDUCED BY Y o � � THE RATIO OF THE ACTUAL WEB THICKNESS TO THE MIN WEB THICKNESS, � 6 � 3. HOLES SHALL BE HORIZONTAL SHORT SLOTS IN ANGLE AND STANDARD HOLES IN BEAM. B S T E E L B E A M P O S T C S T E E L K I�� P O S T C� R�O F F L 4 0 R A B O V E D C O L U M N T R A N S F E R B E A M � `� ^ � 4. WELDING ELECTRODES ARE E70XX. � � N Z 0.03 3�4., _ �'—o" 0.03 3/4� _ �'—o° 0.03 3/4„ _ �'—oT � m x � c� A SINGLE ANGLE FRAMED CONNS m � � 0,03 NO SCALE � � W N W °°v a .^a'. ? J <3 � W � � ~ Z � 3 .- , ac o H W tA GC SEAL -�_•�'�, � 1�>, ;`- :,-, �� .�,: � �"'�•�� ��';`�- ,��'<<,`;\� �'� 4 n;�� -- ' '�� � _ ��Z� r� . � � . ,, . ;� �- �,��� ;��> c`_ .,��` �, �-, > W U W z J w U 0 � _ � � � o w o � � u� � � � o � � J � � _ � V , � J � � Q . � - � R , � � � I��\ � �' - I . W 0� = M � ISSUED F❑R� No. DATE C❑MMENT .4 10/10/06 PiZIGINCs f�cT B 10Rd/06 GOORD SET t2/!�/0b PRtGihfG/GOORA G 3/IS/mb PERMI7-8ET D 5/01/06 PSi�I"fIT-8ET REIS3lJE KEY PLAN SHEAR Wi�LL DETAILS PROJECT Na DATE 05089.0 10/24/20� DRAWN BY CHECKED BY LES R�R SHEET No, �0 � �� SCALE� AS NOTED SHFAR WALL BOUNDARY POST SHEAR WALL BOUNDARY POST � EA 0 O STRUCTURAL WALL SCHEDULE END OF WALL � RE: SCHED � o n o STUDSS I M P S O N H O L D-D O W N � R E: S C H E D 7 � � MARK STUD SPACING MARK STUD SPACING i�IARK SND SPACING frIARK S1UD SPACING 2x STUD WALLN RE: PtAN �' � � � W1 2x6 � 16" O,C. W3 " CONC WALL W/ #5 � 12" EA WA W5 W7 - W2 2x4 � l6 O.C. W4 W6 W8 � � BOLTS PER SIMPSON CATALOG Gn ' o � � W �' _ Z � � � o� SHEATHING BLOCKING � PANEL EDGES �"'� - O M AS REQUIRED N RE: SCHED � Q Z b � � V NARK SNEATNING EDGE NAll1NG BLOCKm? CAPACf1Y PLF CONN � FOUNDATION CANN 0 FLOOR ABOVE CONN � FRAtiIING BE10W DRIVE PINS � STEEL BEAbf � � Q��� `- V g o `� ° Z A �/2° GYP EACH FACE 6d @ 4" O.C. NO 250 �/2"� A.B. � 48" O.C. SIMPSON LS50 t� 24" O.C. 16d @ 6" O.C. 0.177"� Q 6" O.0 2ND LAYER OF SHE4THtNG ,� o� T.O.C. O � � E �- J AS REQUIRED � RE: SCHED Qo5 p�� ,�� �,�,o RE: PL4N � � �,u � � � � Q � � �,� o�, �G / / / / / / / / / / � p� a Z V B �/z" PLYWOOD ONE FACE 8d @ 6° O.C. YES 260 �/2"� A.B. � 48" O.C. SIMPSON LS50 � 24" O.C. 16d @ 6" O.C, 0.177"� � 6" O.0 � �o�P ��OP�,� ANCHOR BOLT PER SIMPSON CATALOG OR G/� � c �o - o �,O' Q,�,� �po � EPDXIED HOLD-DOWN ALT � Q � c � o�o W i- C �/2" PLYWOOD ONE FACE 8d @ 4" O.C. YES 380 �/2"� A.B. � 24" O.C. SIMPSON LS50 @ 16" O.C. 16d 4 3° O.C. (2) ROWS 0.177"� @ 4" O.0 Z ��p'� 0�,0�,��' CONTRACTOR S OPTION ty `� ,� `p W U 0o Q ��� � f- m �G -.1 ? J J D �/2" PLYWOOD �NE FACE 8d @ 3° O.C, YES 490 �/2"0 A.B. @ 24" O.C. SIMPSON LS50 � 12" O.C. 16d @ 2° O.C. (2) ROWS 0.177"� � 4" O.0 J o o 7 = � �' a � a w � � � _� � ANC�HOR��N O QD I RLBS E P O X I E D H O L D-D O W N A L T E R N A T E L � M � � Z W V � E �/2 P L Y W O O D E A F A C E 8 d � 6° O.C. Y E S 5 2 0 �/2°0 A.B. @ 2 4° O.C. S I M P S O N L S 5 0 � 1 2" O.C. 1 6 d @ 2° O.C. (2) R O W S 0.1 7 7"� � 4" O.C � � �' � EMBEDMENT EMBEDMENT � � N N v = � F�- � y D E P 7 H I N W A L L � W C J F �/2° PLYWOOD fA FACE 8d @ 4° O.C. YES 760 �/2"� A.B. � 16" O.C. SIMPSON LS90 � 12" O.C. (2) ROWS 16d � 3" O.C. (2) ROWS 0.177"� � 4" O,C � > HOLD-DOWN OFFSET PER MFR � V � W � Q 5/$"� 4500 10" FTG DEPTH-3" W Q J a � � w � G �/2" PLYWOOD EA FACE 10d @ 4° O.C. YES 920 3/4°� A.B. � 12" O.C. SIMPSON HGA10 � 12" O.C. (2) ROWS 16d � 2" O.C. (2) ROWS 0.177"� @ 3° O.0 ° Q �/$"� 8310 15" F-fG DEPTH-3° N r � '� o SHEAR WALL ABOVE � o � O � HOLD-DOWNS �� � > �"� N/A NOT ALLOWED M °p o O �� � � � � MARK HOLD-DOWN E4CH END UPUFf CAPACIIY (LBS} BOUNDARY POST REI�IARKS SHEAR WALL KEY ;; �� �' � NOTES; N $ � �d 0 NO HOLD-DOWN � � � 1. THREADED ROD TO BE A307 MATERIAL � .o °' n 1 SIMPSON MSTC28 W/ (16) 16d SINKERS 1225 SHEATHING „ 2. EPDXY TO BE SIMPSON SE7 HIGH STRENGTH 'v _c 2 � ^ (2) STUDS CLEAR SPAN = 16" MAX �� + EPDXY. SUBSTiTUTION EPDXY MUST HAVE ICBO � HOLD-DOWN �� APPROVAL FOR LOADS GIUEN IN TABLE. 0° c " G> 2 SIMPSON MSTC52 W/ (48) 16d SINKERS 3680 (2) STUDS CLEAR SPAN = 16" MAX ;� �' '� � 3. INSTALL RODS PER MANUFACTURER'S INSTRUCTIONS. � � � � "� SHEAR WALL HOLD-DOWN y. 3 SIMPSON MSTC66 W/ (68) 16d SINKERS 5350 (2) STUDS CLEAR SPAN = 16" MAX W 1 -A 1 3 � EA END OF WALL V � 4 SIMPSON PHD2 W/ 5/8"� THREADED ROD 3610 (2) STUDS USE W/ SIMPSON SDS SCREWS `M� � N RE; SCHED � � � � C S H E A R W A L L H O L D- D O W N L E G E N D D E P O X I E D H O L D-D O W N A L T � � N Z 5 SIMPSON HD2A W/ 5/8"� ANCHOR 2775 SPACING `�DICATES DIFFEREN�f � 1 1/2 1 -0 1 1/2 1 -0 � �- 4 .� 0.04 „ _ , � 0.04 ,. _ , � �■■�■■� m x �, (2) STUDS HOLD-DOWN � EA END CONNECTION (� FDN �/j 6 SlMPSON HD5A W/ 3/4"� ANCHOR 37Q5 (2) STUDS 1=LEFf HOLD-DOWN) N RE: SCHED FOR ANCHOR v� � m v�i OC L 3=RIGHT HOLD-DOWN) BOLT SIZE AND SP y, ,� � u,� ^p � 7 SIMPSON HD6A W/ �/$"� ANCHOR 4405 (2) STUDS �, � � � � � �. �r a: �.' ? 8 SIMPSON HDBA W/ �/$"0 ANCHOR 6465 (2) STUDS � �. �, � --� � SHEATHING N RE: SCHED FOR Q z 9 SIMPSON HD10A W/ �/8°� ANCHOR 8310 (2) STUDS THK & NO OF LAYERS �' � � W IF ONE IAYER QF PLYWOOD PANEL INTERMEDIATE NAILING � � W 10 SIMPSON HD14A W/ 1"0 ANCHOR 13380 6x4 �� „ . U Z i " @ EITHER FACEAN BE APPLIED �� _ 11 SlMPSON HD15 W 1 � ANCHOR 15305 6x6 >> . � Q � �¢ , PANEL EDGE NAILING �� � a` .. ' ' .6. 1. "PLYWOOD" SHEATHING 70 BE APA-RATED SHEATHING. 8. ALL GYPSUM BOARD PANEL EDGES SHALL BE BLOCKED WHEN THE SHEAR �j � RE: GENERAL NOTES FOR ADD I T I ONAL I NFORMAT I ON. WALL LENGTHS ARE LESS THAN: 5' -4" F�R 8-0" TALL; 6' -0" FOR 9' -0" 2. PLYWOOD SHEATHING NAILS TO BE COMMON. TALL: 6' -8" FOR 10' -0" TALL. SEAL M 4'-e_"'_ �_�?.•.�\ 3. AT PLYWOOD SHEATH I NG, USE SCHEDULED NA I LS @ 12 0. C. F�OR F I ELD NA I L I NG. 9. BLOCK I NG @ GYPSUM BOARD PANEL EDGES SHALL BE THE SAME S I ZE AS THE STUDS. ,�_�- ����� � �-�,., � ���=.,,�. .�,, 4. ALL PLYWOOD SHEATHING TO BE BACKED WITN 2 NOMINAL OR WIDER MEMBER. 10. STAGGER ALL VERTICAL GYPSUM BOARD PANEL EDGES @ ADJACENT COURSES. �.: � :..-�°_,�� -�� �� ,.. - 5. WHERE PLYWOOD IS USED ON BOTH FACES, PANEL JO I NTS SHALL BE OFFSET TO 11. WALLS ARE CALLED OUT ON TNE FLOOR PLAN ABOVE ' =-`��-�� �' �;��•�=�� }, FALL ON DIFFERENT FRAMING MEMBERS. ( I. E. ]ST FLOOR SHEARWALLS ARE CALLED OUT ON 2ND FLOOR PLAN). � �. 6. NA I LS @ GYPSUM BOARD SHEATH I NG TO BE 6d COOLER OR 6d WALL BOARD NA I LS. 12. CONNECT SHEAR PANELS D I RECTLY TO STUDS. � � :�.-�� `�;�-.; , ,- �. 7. AT GYPSUM BOARD, �IELD NAILING IS TO MATCH PANEL EDGE NAILING. 13. BLOCKING @ PANEL EDGES SHALL CONSIST OF 2x3 MINIMUM LUMBER PLACED � r •� ��� ,� ,,,t FLAT AGAINST FACE OF SHEATHING W/ ADJOINING PLYWOOD EDGES BEING NAILED B SHEAR WALL KEY � °� A SH EAR VIiALL SCH EDU LE 14. RER ARCH FORLREMAINDER�OFEWALL COMPOSITION. 3/4" = 1'-0" �``�;;� � .� �" � '�� ' 0.04 �a.,�-=-�r 0.0 4 N O S C A L E 15. RE: DETAILS THIS SHEET FOR TYPICAL CONNECTIONS AT TOP AND BOTTOM OF SHEAR WALLS. - ------� � 16. 3° INCN STUDS REQUIRED W �''� W Z J �-'-' U � � o _ `�' � o w o � � FOR ADDITIONAL INFORMATION W � RE: SHEAR WALL SCHEDULE FULL DEPTH BLOCKING � O DIAPHRAGM NAILING (� 48° O.C. DIAPHRAGM NAILING � � O N RE: PIAN � SHEAR WALL BOUNDARY DAIPHRAGM NAILING POST N RF: p�qN POSITION BLOCKING AS SHOWN � V SHEAR WALL � EDGE OF SHEAR WALL � BOUNDARY POST HOLD-DOWN STRAP POSITION RAFTER AS SHOWN LADDER RAFTER V J �' FULL DEPTH BLOCKING � EDGE OF SHEAR WALL � Q - . ABOVE SHEAR WALL � �� � { ROOF SNEATHING � , � . � T.O. PLYWOOD 1 OFNSHEAR WALL ING R� S�HED � � � � z CONNECT BLOCKING TO TOP (� � � o � ,g Z 0� SHEAR WALL PER SCNED � � � M THRfADED ROD SHEAR WALL (BELOW FRAMING) _ � ' � THROUGH JOIST SP � CUT SLOT THROUGH PLYWOOD FOR STRAP N : �; MAKE SLOT AS SMALL / - - CONNECT RAFTER TO TOP f� BACKSPAN RA�fER AS POSSIBLE Of SHEAR WALL N RE: SCHED ❑J W1-A1,3 K NAILS CALLED OUT SECOND-FACE SHEATHING OF SHEATHING � RE: SCHED SHEATHING N RE; SCHED HOLD-DOWN SHEAR WALL HOLD-DOWN N SHEAR WALL WHERE REQ'D IN SCHED ARE SHFAR WALL N RE: SCHED RE: S0.04 (� B.O.W.) TOTAL FOR STRAP ON SD.D4 RAF7ER (EXCLUDING CLR LENGTH} ISSUED FdR� SHEATHING N RE: SCHED No. DATE C❑MMENT (IF 1-FACED PANEL, a imnmims PRIGINCs BET SHEATHING TO BE B I�D/Z�/m6 GOORI�3ET APPLIED TO THIS FACE) iz�zzims �cin�coorm SHEAR WALL SHEAR WALL SHEAR WALL c sn�irov �rr�r-sEr a 5iov� r�aynr-ser�issu� E HOLD-DOWN � FLR F SHEAR WALL CALLOUT G SHEAR WALL � PERP RAFTERS H SHEAR WALL Ca? PARALLEL RAFTERS J SHEAR WALL CJ I�DDER RAFTERS 0.04 3�4» _ �'-on 0.04 �/z° = i'-o° 0.04 � �/2° = ��-on 0.04 > >/2" _ �'-on 0.04 > >/2" _ �'-o,. KEY PLAN TYPlCAL DET�ILS PR�JECT No, DATE 05089.0 10/24/2004F DRAWN BY CHECKED BY LES RBR SHEET No, �o � o� SCALE� AS N�TED 0 � °� � o VO , , ZW � N - � � � z � � ,� �= *�.� �= ;....� � �� tn ' o � i°. W '' � Z ^ � � a� z QZ � � � � . . . V g � •� ° z 18'-3" 10'-3" 15'-7" 42'-3" 6'-3" O tt� � ��=c � � Q 7'-9%" 11'-8�,� (� V a Z C) Q � °c �a�'o W H u.t `� ,� M W (,� T.O.W. EL = 93'-6" � _ � m � a � -I J B.O.W. EL = 89'-0" � Z � M C O V W � W QQ Nve°i °.�° Z � O T.O,W. EL = 94;-6" T.O.W. EL = 93''0° S LL�j V � T.O.W=92'-0" � C� � � B.O.W. EL = 89-0 B.O.W. EL = 89-0 , � ° � Q W W Q A � . B.O.W=89-0 � � Q; Q o� ; a J s5.a� � � w � � S5.01 - - -- - �- - -- - --- - - ---------- - -- -- - - r_ -___ _.__.-_----_-- _-._,- _-.- ._.- -__._.-_ - - - __-_--.- -_--_-_-- --- - - -------- 9 � � � __ ____... 9 . . . . . . . . . . . . . . . � . � . . . . � � o � � n p ,1 � � � ------------- - - - -=' .�---- -- - --- -------�-- � OL -1 �"� °° o 0 . N . . . � ---- - --- --- -- ------- - -- --------- - � 55.01 T.O.W=97'-0 � r ��i '�' � �' . r � � � � � 00 � , o+ '�' � � � ' � � �� .O.W-89'-0° p� �� � ' � � � � � ': � ( S 01 N o O� I� � - -- - - -- -- --- ----- --- � 10 � 11 --- - �6 11 _ � 10 � i g ' g � � -p - ^p .-. � � - � -- � � ; I . � ' � > � O � �- -��_.i-�-- - � T � ; I , s�.o� ; ss.o� � - � I i � �;� � g � �� (`Gg I E � � � � � � � ; � I , � °° •a3 � '^'s � '�1-1 J�l O� � -_ .�P i � \/ . . � �-y,� � � � � �,�.� , �� I I s5 01 I ! � �--- - ��°-�'-- ��,-�- - --- �.y J �� -i�,� 1'°~°f i ; :, ; i � � � ���� I I I ' � ; �,�, � . , . . � � 1`,���. ' �,"� . ���7-�� ; ��. �. 4 � � T � I � ; � ..�_.� ,I I I I � 2'-6" I �-_�� � � � ��:� I ; I � ' � � � ; �I ; I � ! �{� _ ' .. �o � c� . ._ k , �� ; TIRPLE 3x12 POSTS„ ; ; ' ; S5.01 ' � t �,��'�- I _.' � � � I `'� I � ; � � ELEVATOR RAILS `� ` ; ; �,�?�. ' �'' � , 1'��. ,.� , w � � Z I ; I I � " I I ' � �`� � '�"� ' � COORD. IOCATION WITH�I� � � I B � � ; ��,� ; ...___�_Y.�� � � ; � p > � ev - � � � � ` � I �' I I _ - I I ` ELEVATOR MANUFACTOR�___ ; ) I , �, ,�.- i I _ � � O W � •- � .. . J I� k � r S5.01 � ;I�.� ; �-�-=�--� � � � ( m >C � N I � � � ; � � ' �-. B � � I I : ' '�'�� � i� �/ , �_......-- ' �_On I Zr`�n I � O � m � ii ! 2 � , 55.01 _ I 9 � 9 E I I I I x _L 1��. � � -, w - L � I , 1.6 1 O h W I � � I F � � � L�_���'ti��� �; � ��' : _1 _ - �_ � � ; � , - - � � ��... ' ; ���- ,�, :--° � � � I I � I I I ��� I --�- ���� I - -- -- - � ; � �, ; � � � �..a�:.���'�...,�': . � � � a � ? T.O.W=99'-93 ^ I � � � ' � � I � � --� - � T.O.C= � "� T.O.F= � ` � 1� { ,_� � � � I � �`�;�%. ;; i � N a � F � : ; ._..---- ,� ' ._ � B.O.W=89'-0" � '; � - - t _ , - _- 89-0 � ` ' _; � I Q T.O.F- ' I � > „ I � ( � : � ,� � p� LLI t . � � ; � T.O.F- � T.O.F- ;'., 2 � 89-0 , : I � , � T.(�.F- � ; ( T.O.F= ';:r = ; � � �� � � E � � „ � � � ``�.:. �; � I r ;�.��'��' � _- - - � � u _..i L� � �� � "� ,'� 55.01 � W � I $s-o � 2 (o � ss-o � � $9-o� `�,:.� I _I ; / � - -_- - � � ; I -��.. ss-o �__ � as-o v z I ' n t n ' W J ti�. �. >k'�f�` �.w..... I , I J �� �i I .,� i I � I I � O � � � ---- -----�-�--�I' Z�-b ± � � �., ; � C -_ � �-- I 1 �� � I ' I � ! � � i- u� - - � L__J , ;�� � � � � r , � � ; I � � � ���-� � ' � �� � ' C � ' ! ��_- I ! - v� oc f � :� � , E : I ,� �,, I : I �,, _ , , - -- - _ ;'` ; ; � ; L J . ;: � _ _ , , � � _ . . �-���. 1�C= °� ������,�,��'1'�°� uP ss.o� �'� , , . ` ' � k � I I : I , I -�----------- ,., I ; -- �:I ------ ------ ------ �__. �. -- -- - -' __._ :_.1 � -- ------- i � �/� , ---=�j -- a---- --- fi�i - - � �_ , .��. ._ I ��' I I I I ; I { �%✓�� 4 I _ f I ��-_._�-. �.._L_I I L������� ��� I v� I .. � L� �.� �n �,,.�� ,.V.1i= . ._...��� i �a'�✓4� � � -- .____-___"'___. ._� � SEAL � i � ; � � -�.._,,�� � s���: ' I I F " �:�.�� 90,_a� , �-� � T.O.W. EL = 92'-6" �- � L _J -�.�1�' l��. : �- �' � � B.O.W. EL = 88'-0" � � I � ( i' I I �;� I I OVERFRAME 55.01 2'-0�" �--- ( �";I�M, `-: �'1�---- OVERFRAME � � � Y' =� � ; I .` I I �` I F STE - --------- --- ----- - --- ��:-:�---'j--- -- -- -- - -- - -- ---- STEP F y� _ :.a L- -- -t--=-J= - - L- �---- s5.o� P r `° � s5.o� � ; � � ,'� o ;� � ;l,J�'� � : � - -- -- -- -- -- -� � � - ___-- __------- --- -------- - - - - - - - - - .__. _-__- � - . � -�� �_. 1--- ----------------- -------------- ---------------------------�- - - -i - -_ _ _ _ I� � - _ -- � r� �� _, . . _ _ ._ _---- - - - - . . . .. . . � . .. ..... . ... I . � �� � � ,. .. ........ � . . .............. ...... . . . . �-, �;� .l? _ ..: a � � r �,� , � .. . .�, . . . . .. .. . ._ _. . . .{�,� .�' .� �aa., .�,��' _ �.. � . . .i. ' � .. .. .. . .. .. . .. .. . 10 � � L _ ___. _ ...__ �.� ; 5 � . . �. � � e � ------- -- -- -- ---- -- ---- ' EMBED ABOVE ? EMBED ABOVE � , �' `. ; ` � �MBED ABOVE � ; �` ,'° �,; r ,., t � � j � � � k � T.O.W=99'-93�4* � �Q -- ----� �I �`�� `��4F�� `�:�,,, ��'�4�� I ; � �. .�, � I 4 N i B.O.W=88'-0" l, � � ' T.O.W. EL = 89'-0" ..�� � ;����` ---i� �' � i � � 55.01 � � � � � �� � ` ---- ------ ------- ------- -- --- -- -- -- -- -- - -- --- �- I I i� B.O.W. EL = 85'-6" 0o T.O.W. EL = 98'-8��2T T.O.W=99',93�4° � � � `�� � j r ,'r ; � � � , B.O.W=88-0 � � � � ' � � � ; � � � � ( B.O.W. EL = 88'-0' � __. T.O.C- 1 A � T.O.C- I I i I E � � � B ` _{-I89'-0" I � 55.01 I I I 89'-0° � I S5.01 ( , S5.01 � � � � � N 1 � � ' � � �-- �TOP OF CONCR�E WALL TO SLOPE � L ' � � � S5.Oi � I � �� I .�. � � � � � � EVENLY BEIWEEN ELEVATIONS i --- ------J ; I ' I I � � I � � � ; I `-,�1"`1��._ � � ,-� ..__..-_...._._._....__..__._._ -- -M8E1}-AB�VE-- EMBED ABOVE ` I I � "x ` � � �-- � �,,r-���-- '�- ��� . . - g=- � --- - _ --- � � � � � �,.�,r i T.O.W. EL = 88'-4" V..� _, � � - , ,�., "°1 __ . _- - -- ---- --._... - _ i� i-�- � T � , m' 6 � � 1�1��-�'�� � � ! � ��,; I I a.o.w. e� _ $5'-s" _ I � � B.O.W-88-0 ,•' I „ I � �_ I „ N � � POST SCHEDULE � , �;� ; � � ' .O.W-99�-93�4 � � ��-o � � � � � 2'-0° , ,�,��� - � i�fARK SIZE I�ARK SIZE �`�`°�`�� � �'"'�'�� _ ,, � ��� � � � � ' MBED ABOVE � �� � � :- - � ; B.O.W=88-0 I I �..�.� ��:� ���,�-=--- � � � � � „ � U � 1 (2) 2x6 DF#2 7 �4� �3�4 X5��2n LVL B ; i � ��''� ; , . I � T.O.W 9 9'-13�4 ' � � � Q � O O � ; � 55.01 ,. � I. � � � � � B.O.V� 8 7 0 ; � � � ; I � � I � ; `,. ' ; `� I ` I � I t , O2 (3) 2x6 DF#2 O8 (5) 13/a°X5��2� LVL � � � L- , _--� � � ( ? � � O - -- - ---- - - - -- ; , -, ; � � � i � � _ ;. � • � 1 � ,� �. .m, ; W :_i� i_ _� _ �l_ i i ----- --- - �.� O3 (4) 2x6 DF#2 O9 HSS4X4X3/ i t .• � i � � �`�._ ��'� � � ' � � � Q ,s � �� ------- ----- - - !. '�� -- �--- ; � � j � ...,n_��� � � 3 � � _ �����"�• � � � � I � I -- -- -- -- -- -- -- - -- � j � � � � OC 4 (5) 2x6 DF#2 10 HSS5X5X/8 � � T.O.F ; � � � � -1 g^ , � 32� M � � � O � ` � � � , „ af�:.. :il�.�: � I , ��'� '� � I Ll.l . . . � ' �� ` . � s�-o ` � � ` ' r--� o,�:�"v��r;r �vLLY � I i jl.�. �';�. . . ___ E I � N -...�,.`..� --- W8x13 LINTEL , `� � ,;; , � � O �2� �3�4�X5��2� LVL 11 HSS7X5X��2 ; � ; ' ..•.� .�.�. I ` � � � ------ - � ;;=G�OUTED�� LL� -� � � O � �•.'.•.��.. . � : � ' _ � �---! II.�.'.;I.���.� OVERFRAME ' � � � L M --- � �f 1 j T.O.W. EL - 89'-0" 6 �3) �3/a�X5�/2� LVL 12 ! � i , � � l = L- -- - ---� { B.O.W. EL = 85'-6" � V ' O O I t ,�•;•;•;:•;•;•; STEP � � EMBED ABOVE EMBED ABOVE -� � ' � I � � ll.•.•.•:'I..• i I -- �----____..__.....- -....---- ....__----- --- __----- �� J � ' 1. PROVIDE A MINIMUM OF (2) STUDS (� EACH BEAM SUPPORT IF NO � ' � 1'°'C:�i..�'C� 1(•:•;•:;(•:•:•: i � � � o ; � � �' POST IS DESIGNATED. ( ; � ���'�( ��......;�..;... � • � � � � � J Q\ 2. ALL MULTIPLE STUD POSTS SHALL BE CONNECTED PE'�,,G/S0.02. I ; I �--���---� ;�,.,.,.��,:• • •- i ; � i N = ' ALL POCKET ABOVE � ,� � / 3. WHERE SHEAR WALL POST PER A/50.03 IS IARGER THAN POST SHOWN, THE G � I'! �...;... � � � tARGER POST SHALL 8E USED. � ( '��•.� ��••,• � ; � I S5•01 � 9 � � � 4. C U T T I N G A N D N O T C H I N G O F S T U C T U R A L P O S T N O T A L L O W E D o � E ;�.:. .:�(.;..; � - "' . �r� 5. BORED HOLES ARE ALLOWED IN STRUCTURAL POSTS WITH THE FOLLOWING � ; I T.O.C= ; I ; � I � � � $7'-s" 'E:�:�:�;I:�:�:� � � I L -- --=- -- - . -- --� LIMITATIONS . "' � I + I :_____ ;(�:�:�:,f�:�:�: I Z -- ----- ------ - �--- -5 � 1) HOLE DIAME7ER < 25� x POST WIDTH c� DRILLED FACE. -{� ;•..;... I ; 2) CLEARANCE FROM EDGE OF HOLE TO EDGE OF POST.� 1". � i � � ��•'.'.''f.'.'.' I ` I �..V � 3) CLFAR DISTANCE BEfWEEN IN-LINE HOLES > 2x DIAMETER OF LARGEST HOLE. � ! � ; ?C�•�•�•'��•�•�• I ; � M 4) ONE HOLE MAX ACROSS POST (MULTIPLE HOLES ALONG POST OKAY IF THEY � ` � 'f.'.•.•:f.�.'.• a � I = MEET THE REST OF THE REQUIREMENTS LISTED ABOVE). � � ��� `�'•'•'���"�'• • � : � � p • � I r.... � -i.-- -----TOP OF CONCREfE WALL TO SLflPEt.'. -- ---- ' f T.O.W=iO4-6 � � ------�._.._........__._ � �� ' ' �lQ EVENLY BEfWEEN EL�IlATIONS`""`= �` B.O.W=88-0 . �� � � � � 5` � I � � I QoS� Q � I -- D---------------- --;-- � ❑ � � � s5.o� I � � N BOTTOM OF POST T�RU FLOOR UES TOP OF POST � � � T.O.W. EL = 98'-85/8° T.O.W=98'-23/$° � I I i B.O.W. EL = 87'�".4����1,�.��� B.O.W=87'-0" � � B POST SCHEDULE � , , � ��� ��,� ISSUED R� NO SCALE � ' f � ( No. DATE C❑MMENT SZ.O � � �� � T.O.C- , �`� : T.O.W. EL = 98-8/2 I �- � � � � � B.O.W. EL = 88'-0° � I 89'-0" � � s ��� coolGr�s�r � � � � �nzims r-�xici�coor•ta A I � � I c 3�5�m6 �r.�it-s�r s5.o� � ( � � n �imv� �ahir-ser�isaue . � �---- -- -------- ----- ------ -� � � . . � �_, . . . . . . - L OP OF CONCREfE WALL TO SLOPE ______ J � � � � � � � � � � � � � � ' � � � � � �-' j� - - '- -- ----EVENLY BETWEEN ELEVATIONS � I � FOOTING SCHEDULE � � r.o.w. E� = ss'_$,/2° � � � B.O.W. EL = 88'-0" T.O.W=99'-2�/4" MARK FOOTING SIZE REINFORCING REI�ARKS B.O.W=88'-0" 4 L N A $-�� 23'-0° 35'-1" � 8'-7Y" � 9'-6" � 8'-7y" � OA 4'-0" x 7'-0° x 1'-4" g 5 SHORT BARS #5 @ 12" OC . . � 3°-0° x 3�-0° X ,�-4» Wi c4� �5 �, WAY - � � � FO U N DATI 0 N P LAN � � ��4�� _,�-o,. OC 3'-0" x 5'-0" x 1'-4" 6 5 SHORT BARS #5 Q 12° OC OP FOUNDATION NOTES: Op 2'-0° x 2'-0° x 1'-4° W/ (3) #5 EA WAY - . 1. SLAB-ON-GRADE SHALL BE 5 INCH THICK NORMAL WEIGHT CONCRETE. 6.. F.D. INDICATES FLOOR DRAIN . KEY PLAN � � � 2. REINFORCE SLAB-ON-GRADE WITH W6X6/W2.1 XW2.1 W.W.F. CENTERED IN SLAB 7. FOOTING TYPE INDICATED THUS:QX ON PLAN. RE: SCHEDULE ON THIS SHEEf 3. PLACE SLAB-ON-GRADE OVER 4 INCH THICK LAYER OF FREE-DRAINING GRAVEL AS FOR ADDITIONAL INFORMATION. SPECIFIED AND APPROVED BY THE GEOTECHNICAL ENGINEER. RE: PROJECT 8. CENTER FOOTINGS UNDER WALLS �ANG COLUMNS UNLESS DIMENSIONED OT ERWISE SOILS REPORT FOR ADDITIONAL REQUIREMENTS. ON PLAN. � NOTES: 4. LOCATE SLAB-ON-GRADE CONTROL AND CONSTRUCTION JOINTS TO CREATE 9. STEP IN BOTTOM OF WALL INDICAtED THUS: ---� ON PLAN. 1. CENTER SPREAD FOOT I NG ON COLUMN, GRADE BEAM, OR FOUNDAT I ON APPROXIMATELY SQUARE PANELS MEASURING LESS THAN 200 SQUARE FEET IN 10. STEP IN TOP OF WALL INDICATED THUS: �ON PLAN. WALL UNLESS NOTED OTHERWISE ON PLAN. . . . AREA. LOCATE JOINTS ON COLUMN CENTERLINES WHERE POSSIBLE. 11: RE: ARCH FOR SLAB SLOPE . . � 2. WHERE LONG DIRECTION BARS ARE SPECIFIED, POSITION THIS LAYER CONTROL AND CONSTRUCTION JOINT PLAN FOR REVIEW APPROVAL CLOSEST TO BOTTOM OF FOOTING. 5. TOP OF CONCRETE SLAB ELEVATION NOTED THUS: T����=„ ON PLAN. A SPREAD FOOTING SCHEDUL "'-$ SZ.O NO SCALE � �=�� � ,� ��,� �.^:; �� FOIJ N D�4TION PLAN PR�JECT No. DATE 05089.0 10/24/2004 DRAWN BY CHECKED BY LES RBR SHEET No, S2 . 01 SCALE� AS N❑TED O � � ti O Vo � � Z � .� N . - � � � z �, .. Cn ' o � h W �' � � � � � Z . Q Z � o .°•,.' C> �; �.. g H � � � � � 0 � O Z V � -� � � , � ,� � � � � a " z v C/) � o �� � oC c :� o� . . � � .� 4 w U � _ � m ° a � aW Z � � � o C� W � ` '� Q Ncn � Z � O � � � VpV � . . � Wa � a � cc w � 0 N r � �p � r H ���,�`' � �° � o O . � s5.�� �� .t� -�v c, ao l �_ .... __...._ _ ._.._ --_____.._ Li-� - .-__----�------ J 1 1 W1-65 ___--- 4�- (�a-� _ - - - f�-11 _� . . . � cn � � � • �-_- _�_----- �----_-__--__._Q _�_ 1 , o � � . . . . . H . . . . . . . . . _ _____-------- -a o S5.11 S51 W1-65 M� ; � ___. -_- ---{ __.._ --- T _ � ; i m � C�1 ^ --- -----� = ------ - ---- - - - ; � C� � . . . . � � • 2 11� " LVL � 55.11 � > � v • � � � ' _ � � u_ . ' _ _-_==_= � ' � WALL TO BE BALLOON FRAMED � ! ' ' � W10x12 � � � V _.__...__ . ; � � � Z 1 � N � � i ' ; I i . � � D � � ., ` �, a. � � _ �- ._,,.-;,,�-y.,.� I x o ! � 4 55.11 " F ! .- - -- -- - . - ` � �' ''�'' C1 x2 J;B NT TAi ST I GER �'" � ' ' f ; � x � , _____._ _...._._ �� , � �� � . ,, , '� �c..`�L�I� i �_��f:O.�YW00D= - � ���� ; I ' � W _ � � � , k ' j � i ,� . _._... 55.11 (lYP) ' ` ' � ��'�;�. I --_o ��� � ' �''� ., � W �, 1 � � ��',�a." r,�i �sn � � m (�' ' � �, � �' ; ` .� � 16" O.C. � � n �`"' ; , ���C , I ���,° I , "`'"" ; ____; r.- - i W10xt2 °° a� Z i I_- : et' a �. � i C �'�'� u� �' � f i f "� � � - 5.1 U ; � ; v QZ `-- " ; , , I �I : I , j l�.�,��.��`'*��.J,�°'�.;�`� �.����*� � ' - - - • i 1 1`' ; ' d , ._- __ _, ; � j� , r � r - ` li I � _ ��-- ' �LL WALLS T. --BE BALL00 � __ _ � � � � -` � , � I , ; �..z��,,T. ,,... I- W �, ! ! - r, �'G� �.=r;?�°1 W10x12 C.� Z � ,�- . ! --. 4 FRAMED AT ELEVATOR I ! G ` I � + .-�� �� X x � 0 ` -� i- W r - - - - ; ; o ; � ; � I � N � � ���� \ �� � ��`� � �� � � � � � � _� I ._f � ' . ' \ i '�� I "____ _ __ L � � I � € �.. �,� ' - �- - 0 ' °'� � o Vo � � Z � � � z � .. t� ' o � � W V � o� � � Z Q �' � °' � Z � u'' Z g o � 4 . V a -� � � o � � :� � � t/'a � a � � a '�`-..1 � �..: ;= �., Z C> v� � o �°rn oc oc c � a� � � � M W � � _ � °° � ac� ¢ w � . Z � on c o V W C> _ , QQ Ncn °...° Z � O . - . OC H t� W Q W Q Z � � W � 0 . � . N � W p � � 1� �"► °� p p � O ri pp H 12x14 HEADER � N p � � (2) LVL WITH 5 TRIMMERS & -v O o � . �•>> 2 KINGS EA SIDE > V � O � - - - - - - - - . . . . i. . . . . . . . . . . . . . . .i. . . . . . . . . . '. W1_-62 -Q- ��W12x 6 . . . . . > v � m � Y � � ,. . . . . . . . . . . i H , _ � I ) � � ci P31 �.1t S51 W1-62 M11 �; � � � � N � C V . 2 .2x a .. . . . . ----- ; � n ii t 55.11 55.11 �� � � N Z . � . . � . . . � � � i � � � - i � � -- -_ _ - ---- • ; � � Q '.'.' .';. ',�,', M ; � j � � � � ; ; _. J M " m " a�., oyc I� . . . . . �� sIM ' �� � � �= �� ,� �-; s5.tt s5.t� � m° . . . . F ; F J � o ; • ; � i ..�� � W , . _�-_ __ � �v i , f s5.11 ; i ' °�I '1,� ��-1�� �. ��. �.� Z , . �m� . . . . . , : � I � . . . . . ; 55.11 �.. �.� - -- -- _ ,.:...i� -� �` C: i , � --- . . . . . a. ,. . . . . --- ---- ----- - ---- - �h � � -.----- .. ` T.O.PLYWOOD ! �., � o� . ; ; � ��:r��r� ��;� C� x2 J � NT� TAI ST INGER ; . . . .� . . . . . . ' ....r...,., i ' 0'-6" 11 ' � , � --, � ; f -, � � ( � � � ' .._� � • • - �. 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M �-= � --, � ; ; 1 � , t ' Q O6 (3) 1 /a X5/2 LVL 12 I� . . . .p . . ,�1 , I � E ; i. . . . `�. . . . 55.11 2 2 `i; ; ; � � I � � p� ;.. ; . � , . . , , � I ; 1 F i � � '' , I W 1. PROVIDE A MINIMUM OF 2 STUDS @ EACH BEAM SUPPORT IF NO � ,'(2),11 $ ,L'VL' W1 x112 i c� i Q � �-_ �- �,` � 1X � i � � � R 24k R 24k i .- W POST IS DESIGNATED. � I � � • � � � � ! ' � I I � 2. ALL MULTIPLE STUD POSTS SHALL BE CONNECTED PER G/S0.02. i ' ' ' ' ' ' ' j i - --"- - --"- - -- - - "� "� � " � ' � � � C� 3. WHERE SHEAR WALL POST PER AfS0.03 IS LARGER THAN POST SHOWN, THE � � � � � � �, i � � L4RGER POST SHALL BE US�D. � W3 � � 1 4. CUTTING AND NOTCHING OF STUCTURAL POST NOT ALLOWED I• • • • • • • • �"� 5. BORED HOLES ARE ALLOWED IN STRUCTURAL POSTS WITH THE FOLLOWING � ' � � . . . . . .N i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � LIMITATIONS �• • • • • • • N � O � . . � 1) HOLE DIAMETER < 25� x POST WIDTH @ DRILLED FACE. I. . • . . . • . M 2) CLEARANCE FROM EDGE OF HOLE TO EDGE OF POST� 1". i �'s• • • • • • �,>> 2 9 3) CLEAR DISTANCE BEfWEEN IN-LINE HOLES > 2x DIAMEfER OF LARGEST HOLE. � �QF G . . . R 24k W10 112 R 24k 4) ONE HOLE MAX ACROSS POST (MULTIPLE HOLES ALONG POST OKAY IF THEY . �'F' Qj TRi MEEf THE REST OF THE REQUIREMENTS LISTED ABOVE). �2� ����8,•i � p'�� i._... ,' ' . . Q i . . . . . . . , . �1,`` ,���' I �2� 11��a�.���. . . ISSUED F❑R� QO�.` Q i __ No. DATE CCIMMENT � � . . . . . . ( ) 11�$" LV � a imnr�ir� PRIGIFKs 6ET I. . . . . . �. � . . � BOTTOM OF POST POST CONTINUES TOP OF POST � • • • • •m • a ���� C���* is�zsi� �icir�coo� THRU FLOOR i• • • • • • c 3n5��v �ra-�it-set ( . . . . . Or `� + D 5/fdl/06 PErd'11T-6ET t�E18BUE B POST SCHEDULE . . . . . . N ?� ,t � I X �. �-�r ^--! °� 2.� NO SCALE i . . . . . . . o -- -^--._..._ , ' ' � --- -i I • • • • • • � . . i. . . . . . . i . . . . . . ( ) 11�$° LV � °. lYP R ( ) 1] " LV (2). .].�/". LVL i . . . , ;��. .� g - � . . i . S5.11 i � �� . . . . . . . � . .�. , ., ' J � !O . . 4 . � g . . . . . • . . * � � , i -- - - - - - - -- � - --- , . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , , , ' i _ ___._�� _ ��`; . . . . . . . : . � - wi-c -- K�i � �. .�. �.�. �. . � , �.,, T WALL HEADER AND JAMB SCHEDULE _ _ _ _ _ _ _ _ J . . i�ARK HEADER � ' . . � (2) 2x6 DF�2 . �P P E R FLO 0 R F RA M I N G P LA N KEY PLAN OB (2) 2x8 DF#2 �j � �/a" =1'-0" OC (2) 2x10 DF#2 � � � FLOOR NOTES: � HEADER & JAi�6 KEY ' OD (2) 2x12 DF#2 � 1. DL = 44psf , LL = 40psf, LL DEFL L/600 OE (2) 13/4"x5�/z" LVL A32 ' 2. ALL FLOOR JOISTS TO BE 11�/$" TJI 210 # dF KING STUDS �F (2) 13/4"x7�/4" LVL REQUIRED AT 16"' O.C. UNLESS NOTED OTHERWISE 3. �INDICATES STONE VENEER ABOVE FLOOR . OG (2) 13/4"x9�/2" LVL HEADER � OF TRIMMER STUDS ' 4. W1-B3 INDICATES SHEAR WALL BELOW. FOR ADDITIONAL INFORMATION OH (2) 13/4"x11�/8" LVL REQUIRED SEE SHEEf S0.03. SHFAR WALL INDICATED THUS: � ON PLAN. 5. XX INDICATES WINDOW/DOOR HEADER, RE: SCHEDULE THIS SHEET. �J (3) 2x6 DF#2 EXAMPLE: N 6. ALL MISCELLANEOUS INTERIOR OPENINGS FRAMED MULTIPLE 2x6 DF�2 OK (3) 2x8 DF#2 A32 = (2) 2x6 DF#2 HEADER �- HEADER � RE: SCHEDULE FOR SIZE UPPER FLOOR W/ (3) TRIMMERS �, W HEADERS TO MATCH WALL WIDTH. OL (3) 2x10 DF#2 AND (2) KINGS Z � TRIMMER STUDS + KING(S) � HEADER 7. FLOOR DECK IS TO BE 3/4" APA FLOOR SHEATHING � Y �- � RE: SCHEDULE 9, STAIRS TO BE DESIGNMBUILD BWNOTHERSROM LEVEL BELOW FRAMING PL.AN MO (3) 2x12 DF#2 10. OINDICATES LOW ROOF : RAFTERS TO BE 11�/8" TJI 210 C 16" O.C. UNO O (3) 13/4"x5�/2" LVL 11. ► INDICATES MOMENT CONNECTION SEE L/S5.11 OP (3) 13/4"x7�/4" LVL � ; � 12. 1'/2" LIGHTWEIGHT TOPPING AS INDICATED BY DEfAILS. � ,;;�k ; '�, �= 13. ❑•INDICATES SHEAR WALL BOUNDARY POST & HOLD-DOWN FROM ABOVE � RE:S0.03. ,�� � j O (3) 13/4°x9�/2" LVL 14. SEE 52.21 FOR ROOF PLAN NOTES � �`����� `� O �3� �3�4°xll��g" LVL NOTE: � � PR�JECT No, DATE 1. 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' i � ____ __"'_' •• •••••�•,., ; � i � _ �'. � .. i ,� r x N � - - ' - - ` - ' w, � . i A ' � ;, ; W I 1! �:•�:•�:•'•• � s5.2� n v; � ` -' ' I � i ' 7;12 � ° �� (2) 11��an LVL J : �> �2) ����an LVL J 4 E � . . , t , � i � �- X 7,12 �~ i � � I i � ^ 55.21 � (�'� r-°�� ---1 I � I V J C � �__I �.r;1��' V POST SCHEDULE - � � ����:::� =����-� � � ��,::. �: - � � , ; o O � �,__. r---------__ � I„�„I � r ��'�' ', �' � �"�� ~ ; ��'�` � � I = 11�/" TJI 360 t� 24° O.C. 11� " TJI 360 � 24" O.C. � "' � -°--...............__._ ...,.... i N 8 /8 i.- � � � � MARK SIZE I�IARK SIZE . . I O� (2) 11�/" LVL -- ---� `��. � - - � � �� ° `�" �"' � Q� C ��,\ �; l N J � , X , N = ,o O1 (2) 2x6 DF#2 O7 (4) 13/4"X5�/2" LVL � �,.•� �':.._ ( ' `d' � - -�� I - I x ~ I � O � � � � ' �(�• J k ; I = ��j ' � � � . f�� � O2 (3) 2x6 DF#2 O8 (5) 13/4"X5��2" LVL i ^ ..'.';' , � ` "--> ; i i � ~ 21 k 0 3 I ; ;��'��.+�:���\ �2, N � � I - - - - - - - - - - - � ° I = � � 3O (4) 2x6 DF#2 O9 HSS4X4X/�s , , � -< _ ---- �- --- i I I ----_ �_ _ ,_-.._ M � „ � � N I � J �2) ����a.� ` ;���f�LVL ` ��i' .�i�"I. �� � � � � � ��-..- - -� : o G- �n - 4 (5) 2x6 L�F#2 10 � • � 1! , > M ' ' i Q 0 � , :_ __.---- �. ,� ;-� � ; = f J s�.z� --... ; ' I � I � �` �,�- T ' � � 3 n r --- - ,,,.. . ,��,� �, � O i . 55.21 1 B - - - - - - - - - ... ' � C 2 1 X5�� LVL 11 I � I F-_- - , � I � � �4 i 2 T°n z� -. .. -.._-�...., � I i ' 55.22 i � I �I f � i 1 � r. ' i I � � � � , O �3) �3�a�X5��2� LVL 12 . . � � " J i � ' �A..�..�1�'.� . i I _ _..._---- - - _ _ _ _ - _ _ _._ _ _� .._..--- - _ _ -- - - -- --- . . �. .�. .�. . . � � r� � I � I � � � ',w' �z;='�� �l ( ,,.!-tir - � lY @ 1� <. � � ^ : • _�. L _ � ...� . _ __ __._ _ .._.. __-.� .•_ � I , I� .. .� �.W . ' �. .... .. .: . ,� ; i __ . ------- � � F LV KINGS p - - - � _ =_. , N � � � ! 1. PROVIDE A MINIMUM OF (2) STUDS � EACH BEAM SUPPORT IF NO � � __ nP � "' i M '�,_ POST IS DESIGNATED. � L � 3�1� v ! F � � � i �•� CORNER �•22 ' �, 1 � w 2. ALL MULTIPLE STUD POSTS SHALL BE CONNECTED PER G/S0.02. ; . Y - - - - - - - - - - - - - - - - - �� � M 3. WHERE SHEAR WALL POST PER A/S0,03 IS LARGER THAN POST SHOWN, THE . , i =� i i �� � �- � LARGER POST SHALL BE USED. i I ' ; � 7:1� I (2)2x WITH U�/"� EXP C (2)2x WITH �/°� EXP C � 4. CUTTING Ai�D NOTCHING OF STUCTURAL POST NOT ALLOWED ' ' � ` BOLTS (� 8 �.C. @ s5.22 BOLTS @ 8" (�.C. @ 55.21 5,>.2t � � �:�,r:,�� I -- GROUT FlLLED CMU GROUT FILLED CMU 5. BORED HOLES ARE ALLOWED IN STRUCTURAL POSTS WITH THE FOLLOWING A I i ; j ; � BOUND BM. BOUND BM. LIMITATIONS 55.21 i ' - _..-- I---._ ._.. � r --�--- ---- � _. _%� 1) HOLE DIAMEfER_< 25� x POST WIDTH @ DRILLED FACE. , i . ------ ._ --_ �___ __ - ___ -- , -- _ ___ _1 .. ,n � - 2) CLFARANCE FROM EDGE OF HOLE TO EDGE OF POST_> 1'. � � , i � i � • 3) CLEAR DISTANCE BEIVJEEN IN-LINE HOLES > 2x DIAMEfER OF LARGEST HOLE, ' � ---- ' ''%:� ' � 4) ONE HOLE MAX ACROSS POST (MULTIPLE HOLES ALONG POST OKAY IF THEY � � � ,� r(2)�.11�/B" L�L � MEET THE REST OF THE REQUIREMENTS LISTED ABOVE). � � \ ; (2) 11�/8" LVL G ,�c � '�- I �e G (2) 1 t�/s� --:,:�•:•:�:•:•:•.. � S5.21 ,�'` ;� � \� �F, �j l ��,• �� � ISSUED F�R� �,� i k �........' >>> �u m c,'` � . . � .� � 8� � � I I ' � No� DATE C�MMENT QD I ^ �.\.... - _ ' � �.'.'. �,-�,�, � D O' (2), 11�$",L.V1�.. /':. �:,i� :,�-� .,�-; (2) 1 i��a� LVL � � a �nmi� �ici►�s�r G . , �,� 601TOM OF POST POST CONTINUES TOP OF POST � � �r - �:-���w- ' � � B i��� r�'�"�'i�°°R° .- - THRU FLOOR I � 1`�,�°' ��� ,T � _�' ;^ _ x I . . � *l`.�' � o � ( '*�(�: .�. ! � i c sn5imv r-�r�it-set B P 0 ST S C H E D U L E . . , _ � " ,� ` _ - �"^ l I ' ' D 5/01/06 PERMIT-6ET F�ISBUE � � �- - - �� I , � � n �� '` � � � � �...,,„ _, � � {' • I ,-: SZ.Z NO SCALE I : � �r- - - - - - ; � i ., _ ..._.. , ._ � �T �'1� t � l�=i-I- - - - - - -' � � P , -- G" (2) 11 /$ _� a LVL i P' 7� _.._...- -__ _ _ i P 55.2 x l ' ----- --___ � �'V�x 1TJ �- - I 1 ! � ' . . ' i . . - - - - , , i i ` I - -. i i � � � � I � I, _� _ i . . . . . . . . . . . . . � F�- ;� . . . . . . _ --- - ------ - ._ _ __� ----� _. . . . . . . . u_�, J11 W1 62 �-- ✓ / /� � � J11 - - - - ,c - 1�' �- - -' x I I WALL HEADER AND JAMB SCHEDUL � ' � ' . . � - - - - - - - - - - - - - - - . . MARK HEADER -Q - - - - - - - U- - - - - - OA (2) 2x6 DF#2 C D OB (2) 2x8 DF#2 ��21 ��21 R00 F FRAM I N G P LAN OC (2) 2x10 DF#2 � � � � � ROOF NOTES: OD (2) 2x12 DF#2 HEADER & JAMB KEY KEY PLAN 1. DL = 25psf, Ps = IOOpsf < 4: 12 SLOPE Ps = 80psf > 4: 12 6. MISCELIANEOUS INTER R OPENINGS FRAMED (2) 2x6 DF#2 OR (3) 2x6 DF#2 O (2) 13/4°x5�/2" LVL A3 2 SLOPE HEADERS TO MATCH ALL WIDTH 3 � n # OF KING S UDS 2. ALL ROOF JOISTS 1]-7/8" TJI 210 @ 24" O.C. UNLESS NOTED OTHERWISE 7. ALL STUD WALLS, U.N. . ARE TO BE 2x6 � 16" O.C. U.N.O. OF (2) 1 /4"x7/4 LVL REQUIRED 3. TYPICAL HEADER AT EXTERIOR WALL UNLESS NOTED OTHERWISE: g, XX INDICATES WINDOW/DOOR HEADER. RE: SCHEDULE THIS SHEET. � �G (2) 13/a"x9�/2" LVL HEADER # OF TRIMMER STUDS � � (2) 2x6 DF#2 WITH ONE TRIMMER + ONE KING. 9. WALLS AND ROOM NAMES SHOWN ARE FROM LEVEL BELOW � � O (2) 13/4"x11�/8" LVL REQUIRED 4. ROOF SHEATHING SHALL BE 5/8" APA RATED PLYWOOD SHEATHING 10. ALL LADDER FRAMING ND STRUCTURAL SUBFACIA TO BE 2X12 24" O.C. UNO. �J (3) 2x6 DF#2 EXAMPLE: 5. � INDICATES SHEAR WALL BELOW PER A/50.03. 11. 0 INDICATES 0 ERFRAMING 2x4 WALLS PERP TO ROOF MING � 24" O.C. W1-B3 12. ►-iNDICATES MOMEN CONNECTION SEE V/S5.21 OK (3) 2x8 DF#2 W/ (3)(TRIMMERDF#2 HEADER � HEADER � RE: SCHEDULE FOR SIZE O (3) 2x10 DF#2 AND (2) KINGS . . Z � TRIMMER STUDS + KING(S) � HEADER ' �M (3) 2x12 DF#2 Y � � RE: SCHEDULE R�Of��IIVG � �3) �3�a�x5��2� LVL P �3� �3�4'x7��a� LVL . � d� ° ° 1 ,�.a �� �� .�� � .Y ���.� .�. .�. P N Q �3) �3�a��x9��z» LVL - OR �3� 13�q"xll�/8° LVL NOTE: � O (3) 13/4"x14° LVL 1. BUILD OUT HEADERS TO A TOTAL WIDTH OF 3 1/2" OR 5 1/2" BY ADDING PLYWOOD SPACERS BETWEEN INDIVIDUAL MEMBERS. T (3) 13/4"x16" LVL 2. FOR WALLS GREATtR THAN 5 1/2" IN WIQTH, BOX HEADERS SHALL BE USED. FOR TOP & BOTTOM PLATE OF BOX, USE 2x WALL WIDTH. PR�.IECT No. DATE 3. ALL TRIMMERS & KINGS SHALL BE DF #2 WITH WIDTH TO i�ATCH WALL. 05089.0 �O�Z��ZOO� 4. FOR HEADERS MARKED "COMPOSITE" GLUE ALL PLIES & NAIL PER G/S0.02. A H EAD ER SC H ED U LE DRAWN BY CHECKED BY 52.2 NO SCALE LES RRR SHEET No, �� • � � SCALE� AS NOTED 0 ' °� � o Vo , , Z w �d N — F- 00 � C!3 Z o � � 2x PLATE W Z °� � � T QZ ° � s5.2� _ Z � � °� U HSS8x4 BEAM U � �a o = T.O. PLATE N IYPICAL a '�v_ �o � j 113'- ° ��� O w � '= '+- (3 Q T.O. STEEL o Z U t/> > c o -- - - - - -- -- -- -- - _ � � 112'-10��2�� � - - - -- -- - -- -- -- - - - Q t,u `� `� � W U ` -� ----- - - - - - - - � � M ~ � �C �.I ? W � � — - - - -- - - - � � - - - - - - - - - � � - - - - - - - - - - - - - - � � � V � � � a Z Q W � � — � � � � � � I I I I I I I I I I o c M = O VW �? � � � � � � � � � � � HSS8x4 � Q Q cv v`� � _ � � � � � � � � � � � � � (,� p V OC I I I I I I I I I I Z Wa Ja I I I I I I I I I I � W � � � � � � � � � � N r � � � � � � � � � � � ep CO °p O I I I I I I I I � � ° I I I I I I I I I I � � � � I I I I I I I I I I � ": o � ^ I I I I I I I I I I I I I I I I I I I I m �� ^ � � o � � I I I I I I I I I $n1 . � � � � I I I I I I I I I I I I I I I I I I � � ^ v I I I I I I I I � � > a 4 Z I I I I I I I I I I � m o ,d c� I I I I I I I I I I � m � W � � � � � � � � , � � � o ^ W I I I I I I I I I I � a ,� z I I I I I I I I I I I I I I I I I I I I � w I I f I I I I I I I � w _, I I I I I I I I I I , _ � I I I I I I I I I I � o I I I I I I I I � ► � �,,i I I I I I I I I I I � � I I I I I I I I I I T.O. PLYw00D I I I I I I I I I I `�� I I I I I I I I � � SEAL �,�s e � ,.�� 99'-4" �,. < � �, I I � I I , � I I � � � �'� _� 1/Q,� j'�-�����, _ T.O. STEEL / I I °r °'. �, , „ i -- - - -- - -- - - - - - - - - - - - -- - - - - - - - - - - - - - -- - - - -- - - - - - - -- -- - - - �'`� ����lVW�`"` �: 99-13�a � =_ ,._ . _ ' � � � � � I I ` y'2'� ,', � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � �`\ J�r - � � _:: � � F � � --- to' s5.�z s5.�2 � � I I 6„ 6'-9��a� 4'-8" 4'-8" 6-9��4� � U � Z J w U 1 STEEL MOMENT FRAME � EAST WALL OF LIVING ROOM C� � S4.0 ,/2n = ,'—o" � � W � � � � � � Z L.I..I O 2x PLATE � � Q T = � V ' �'21 HSS8x4 BFAM � � J � TYPICAL Q T.O. PLATE � J ` 113'-0" �^� � T.O. STEEL —— —— —— — — — — —— —— —— — — —— —— —— —— Q — — —— —— —— —— —— —— —— —— — — —— —— —— 112'-10��2" � � - I I - - - - - - - - - - - - - - - - - - - - - - - - - - L I I -- - - - - - - - - - - - - -- - - - - - - - - - - � � - � I I I I I I I I - I I I � � � � I � � � HSS8x4 M � � � � � � � � ' J ii ii ii � . ii ii ii ii ii ii ii ii ii ii ii ii i � ii i � ii ii ii ii ii ii ii ii ii SSU ❑R� I I I I I I No, DATE C�MMENT I I I I I I a �+nr�iras Pwcir�ser I I I I I I a ��z.�r� coor•� sst I I I I I I i�nzims r-r�iar�cooRc I I I I I I c sn5im6 r�rahir-set I I I I I I n s��v� r��ir-ser�iseue I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I T.O. PLYWOOD I I I I I I � I I � I I 99-4 I I � I I I I � T•0• STEEL 99'-13�4� � � M ��� KEY PLAN 6^ 11'-5��a� 11'-5��a� ��2 DETAI LS 2 STEEL MON�ENT FRAME @ WEST WAL� OF LIViNG ROOM S4.O 1/2" = 1�-0�� PROJECT No, DATE 050�9.0 10/24/2004r DRAWN BY CHECKED BY LES RBR SHEET No, �� • � � SCALE� AS N�TED o ° FOR ADDITIONAL INFORMATION r � O ^ O RE: G S5.01 `� � � EXT PAVING Z � � N - F- 00 tA 2x STUD BRG WALL BEYOND Z WALL N RE: PIAN DROP T.O.W. 8° � DOOR �� N O O WOOD POST N RE: PLAN N POUR SLAB OVER � V � � � 2x TREATED f� W/ W ao .,, �,. �/2"� A.B. @ 48" O.C. #4 DOWELS x 2'-0" �"� Z .►r o � CONC STEM WALL W/ (2) #4 TOP SIMPSON CB COLUMN BASE 8° CONC WALL @ EXT P VING � Z �' � V - - - - - - � e� � Z EQ EQ J „ 12� PEDESTAL W 4 5x � � 24 O.C. X x X x x x x X x - � X o • � � J N � - , , - � -� E � �,r � �4x 8,. � 24 O.C. �4x I AND (2) �3(TIES x 0 � $ � � ,�, �' o � DRAINAGE FABRIC & PERIMEfER 8 CONC WALL W/ � T.O.C. J a DRAIN � ALL FLOORS BELOW 5 � 12° O.C. VERT 8 T.O.W. o o � � �- � � Z V GRADE 5 @ 16" O.C. HORIZ " " " " " • " " " °. ' o G/� � c o o SLAB-ON-GRADE �/2' ISOLATION JOINT RE: PLAN I I � � � �� � � ( W � u� �j � `D W 0 o T.O.C. Q f= m � J Z J J I T.O.F. T.�.�'C- EQ EQ 2 � � Q �3 W x x x x x x x x Q I �5x J N DOWELS @ VERTS x x x x X x X x ^ I RE: PLAN = � CONT F7G W/ (3) #5 L4NG o 0 0 o M c V � C O N C S L A B-O N-G R A D E �, � & #4 TRANS � 24' O.C. T&B T.O.F. T,O.F. o�0 1'-0" CC �„� o� Z W � F. V � �, t� Z � � RE: PLAN � R E; P L A NY � Z Q Q c v c�i ... = p� � � � Y J = � CONT FfG W/ (3) #5 LONG & � W (� T.O.C. � EQ 6" EQ � " FOR FTG SIZE & � � „ _ _ � V p W pC �, ;.,�, REINF N RE: SCHED � "� �5 TRANS � 24 O.C. o W Q Q R E: P L A N � x X X x x X R E: P I A N � � � GC W � B.O.W. J o�o ��o E EQ E4 B.O.W. � r � o � � � Q EQ W M °� o O RE: PLAN Oo0o0o0 RE: PLAN RE: PLAN � � p r; � RE: PIAN o � � N � � ^ � °�°O��°O � CONT FTG W� (2) �5 CONT a ° • • & #5 � 12 OC '� 'v O O ^ : 00 °I m V v ^ � Z Y o � � RE: PLAN ;,�, RE: PLAN � � �, U � ^ V A FOUNDATION C� BASEMENT WALL B DROPPED FTG � BRG WALL C DROPPED FTG CJ WOOD POST D DROPPED FTG @ CONC WALL E FOUNDATION � THRESHOLD LL,� � � 4 ? 55.0 3/4" = 1'-0" 55.0 3/4" = 1'-0" 55.� 3/4" = 1'-0" 55.� 3/4" = 1'-0" 55.� 3/4" = 1'-0" � O o�+ pC m W N � � � z z 3-�� n TOP OF FOUNDATION WALL J C3 #4x =� Q 12 O.C. TOP WALL REINFORCING � W " 4� RE: FOUNDATION DEfAILS � W 2x STUD WALL , " " ' ' " " " - 2x6 TREATED f� � Z W/ �/�"0 A.B. G=C G Z -� 4 48 O.C. MAX = � # 2x STUD WALL '' N � g r (2) ADD L 5 � �2) �5 2x6 TREA7ED iC � � W� ��"0 A.B. SEAL �-�� � �/2 INSOLATION • #4 @ 12 O.C. FLR FINSH N RE: ARCH � ,�� � �,,'_ � r � 48 O.C. MAX � � NOTE: CONC SLAB-ON-GRADE (2) #5 x 3'-0" DIAGONAL ` �` ;� `�c�� � JOINT MATERIAL MAKE ALL LONGITUDINAL BARS CONTINUOUS � EA. CORNER (2) �5 J�� -�� AROUND CORNERS N PROVIDE T•�•W - - - � � Z ' " RE: PLAN T.O.W. .�"� � `` t� � 2 = 2-0 t • x x x x „ RE: PLAN �� � _�..� � • 4x � TYPICAL 2 � ' 'I; # _, �- o t � _ 5�� �,��-;' � F �. !, ` N �P �:-'.i�y;o���r�„�. �y , °C 1 CORNER BAR OR EXTEND 8AR 2'-0" OPENING , 8° CONC WALL W� <� ` (2) #4 BOTTOM B�OND CORNER WHERE POSSIBLE (1) ADD L BAR OF VERTICAL 5 (� 24 O.C. VERT ,b _ _. � x x x ^ "�=�-ti_=�,---��� • • REINF. MIN (� EACH 5 � 16 O.C. HORIZ 2-�n SIDE OF OPENING STONE VENEER ANGLE � . EQ EQ � 1�'P � RE: 8° CONC WALL W/ z FLR FINISH � RE: ARCH p 5@ 24° O.C. VERT � EQ EQ $ #4 TOP & B0110M S �5 @ 16° O.C. HORIZ o CONC SLAB-ON-GRADE MIN � Z - - � T.O.C. � - � ° #5x 6 N DOWELS � VERTS RE: PLAN I x x x x �- DRAINAGE FABRIC & • " x " x X x x PERIMETER DRAIN � ALL � o � � �, CONT FTG W/ (2) #5 (2) ADD'L #5 FLOORS BELOW GRAdE I B.O.W. B.O.W. � RE: PLAN � ' I� � o � FOR EVERY (2) VERTICAL BARS � � o p°�°op°o Z N ' M • • & #5 �G 12'�0(C� #5 CONT OPEN NGPTADD (1)0 DDM�FULL PENING �IIN N � oOp°o o I T W � �'_g" HT BAR � EACH SIDE OF 0'-0"-�4'-0" �2" °� �°� � � � $n #4x �- � 18" O,C. OPENING C � 4'-0"-�8'-0" 1$" � V 1 -6 RE: PLAN GRATER THAN CONTACT THIS OFFICE RE: PLAN ;.�, Q � MIN 81-OR � � F SLAB-ON-GRADE STEP DTLS G FOUNDATlON @ FLUSH SLAB H FOUNDATION WALL OPENINGS J FOURIDATION C� HIGH WALL K NOT USED C.n n � n n � n � � » � O � 3/4 = 1 -0 3/4' = 1 -0 � Q 55.� NO SCALE S5.0 3/4 = 1 -0 55.0 NO SCALE ��/2 �/2� S�j.O S�j.O � � �� 10" �� tY2" 1'-2� �" 11�„ CLR CLR � � HEAVY HEX NUT �y� 4� �y� �� 4� 4� �Y� � � 6 � �� SEE PLAN FOR FLOOR T.O.W, VARIES FRAMING CONDITION � � O � � STANDARD WASHER _ AT TOP OF WALL � -1 z � RE: PLAN � � O � T.O. CONC i � � � I I � � CONTROL JT � 15'-0" O.C. � � � � V �"� I _ � � �' - - N "� MAX. N SEE NOTE 1 I RE: ARCH FOR � Z - - � o 0 � ,� � WALL COATING � J � � � �, � - .... m � � `r t - - "� - � �� ��„ SEE NOTE 2 � � W `� I� WASHER � 'N'� i i � � i i i ��� � I a I I \ !,' RE: SCHED ?`� „ �Y �Y DRAINAGE MAT OR - I I � �- / � I I I �'" � �' � _ . �,� 12 THICK FRENCH I I � � �3 SIDES d `� I DRAIN I I TS POST � RE: PIAN � 2 /,s TYPE BP-1 IYPE BP-2 TYPE BP-3 V � �,E I H�vY H�c NuT oR HSS4x4 HSS8x4 HSS8x4 e i RETAINING WALL SCHEDULE � � � � ISOLATION POUR N SIZE TO COVER STANDARD BOLT HEAD 7� � HEIGHT WALL FOOTING LENGTH BASE TOE WALL STEEL FOOTING STEEL � � BASE f� BY 2 MIN � � %' " '� ' tY2" n � ABOVE THICKNESS THICKNESS OF HEEL COVER INSIDE FACE OUTSIDE FACE I I GROUT FOR FULL � M ANCHOR BOLT SCHEDULE � _ � 11" 1Y2� �Y� 1'-1" �Y� T.O. GRADE OR � FOOTING 11ERTS SPLICE HORIZ VERTS HORIZ TRANS. LONG DIAG KEY I I BRG BOLT i�INIMU�I PLATE WASHERS M � \ 1Y" � 1Y2" 1Y" n 1Y" PAVING x X x I LENGTH TOP DOwEIS T•�•�• � DU1ME7ER EA�IIBEDMENT THICKNESS �� ° �`�� �� � H TW TF LH W T� a b c d e f g h i x x x x x I I x x x x � (�� (16 0 DIAMEfER - '� � o o - °o I RAIN TO DHl'LIGHT Y 12'-0" 12" 16" 4'-3" 7'-3° 12" #6 � 6" 36" #4 � 18° #5 (� 6" #5 �5 � 24" �5 � 24" � � I I � o � �t� ?� M �� _ �, - I 5�8�� ���� 2„ ��2„ ?� _ _ �y� 1Y2 I�1" _ i i i � . i i i � 8" � DESIGN CRITERIA: 12'� PEDESTAL W/ (4) � 3�4� �2° 2� ��2� �" 1Y" �� I �� � � p o0 O O G�� 1. ACTIVE SOIL CONDITIONS (KA) 4. FRICTION COEFFICIENT = 0.45 8. ALLOWABLE SOIL BEARING = 3000 PSF ;.�, #4x J AND #3 TIES x� � 12 �/8� 14" 2� ��2� I I I I I I f � ° 8 � � � �� F's$ 2. LEVEL BACKFILL 5. DRAINED BACKFILL CONDTIONS �" 9 0 0°p°o - 3. '�ACTIVE EQUIVALENT = 50 PCF 6. f'c = 3,000 PSI N ^ ^ i ° � ^ ° o�o �� '� PASSIVE EQUIVALENT = 400 PCF 7. fy = 60,000 PSI T.O.F. ��4� 20� 2,�2� ,�2� 1YPE BP-4 TYPE BP-5 TYPE BP-6 T.O.F.� ° �o o ^ " T.O.F. NOTES: Y J ISSUED F�R� H S S 4 x 4 H S S 5 x 5 H S S 7 X 5 R E !A N � R E: P L A N 1. P R O V I D E V E R T I C A L C O N T R O L J O I N T S A S S H O W N O N A R C H I T E C T U R A L D R A W I N G S A N D A T C O R N E R S. C O N T R O L = � F O R F T G S I Z E & NOTES: ' JOINTS SHALL BE CONTINUOUS ACROSS TOP OF WALL AND ON BACKSIDE WHERE WALL IS ABOVE GRADE. ; ;�, REINF � RE: SCHED No. DATE C�MMENT BASE PtATE NOTES: - � � � � m 1. ANCHOR BOLT STE E L GRAD E SHALL B E AST M F 1 5 54 G RA D E 36 U NL E S S NO T E D 2. S T O P 5 0 7 O F H O R I Z O N T A L R E I N F O R C I N G 1 /2' F R O M C O N T R O L J O I N T A T E X P O S E D F A C E(S) O F W A L L. � a i n m i� r�i c i r w s e r OTHERWISE IN COLUMN BASE PLATE SCHEDULE. 1• REFER TO PLAN FOR COLUMN SIZE, ORIENTATION AND LOCATION. 6. REFER TO ANCHOR BOL7 SCHEDULE AND DETAILS FOR ADDITIONAL INFO. 3. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR WALL LOCATION AND PROFILE. � � 10/24/05 GDORp 6ET 2. A L L H O L E S I N B A S E P L A T E S SHAL L B E ANCHO R B O LT DIA M E f E R P LUS 5/16'. 7. R EF ER TO P L A N FOR SP ECIAL BLOCK OUTS RE QUIRED AT CONCRETE SUPPORTS. 4. DOWELS � INSIDE FACE VERTS BAR d (� CONTRACTOR'S OPTION. 2. REDUCE ANCHOR BOLT EMBEDMENT AS REQU I RED TO SAT I SFY M I N I MUM CONCRETE COVER 3. ALL HOLES IN PLATE WASHERS � BOLT BOTf. SHALL BE ANCHOR BOLT 8. WHERE BASE PLATES ARE NOTCHED, ORIENT PLATE WITH NOTCHED � � M���� ������� AT BOTTOM OF FOOT I NGS, ETC. � REFER TO GENERAL NOTES FOR ADD I T I ONAL I NFORMAT I ON. � ADDITIONAL " 5. PIACE FOOTING ON UNDISTRURBED NATURAL SOILS OR COMPACTED FULL PER SOILS REPORT. EQ EQ DIAMEfER PLUS 1/16 . CORNER OF BASE PIATE ALIGNED WITH SAME CONDITION IN - 9 G 3/15/0Fs r�r�iT-ser 3. THIS TABLE APPLIES ONLY TO ANCHOR BOLTS EMBEDDED IN STRUCTURAL CONCRETE. 4. UNLESS DEfAILED OR NOTED OTHERWISE, PLACE COLUMN BASE CONCREfE SUPPORT BELOW. REFER TO PIAN AS REQUIRED. ° ° 3 R BAR � LH > 3 FT 4. ALL ANCHOR BOLTS WI TH EXTER I OR OR BELOW GRADE EXPOSURE SHALL BE PLATES ON MINI�IUM 1 INCH THICK LAYER OF NON-METAILIC 9. ALL ANCHOR BOLTS ARE 3/4"0, U.N.O. h � RE: ARCH P 5/0V06 r-�ratiiT-ser r�issue HOT-D I P GALVAN I ZED. NON-SHRINK GROUT. LH L ANCHOR B4LT SCHED 8c DTLS 5 OFEBASE PLATE,F ROVD� PA TA ENET AITION GROOVE WELDE ' �' P RETAINING WALL SCHEDULE Q DROPPED FTG @ STEEL POST SS.O NO SCALE TH(CKNESSC¶WHICHEVER SHI�SS SS OF 5/16 INCH OR MEMBER N R ETAI N I N G WALL 1#5 CONT. SS.O NO SCALE S5.O 3/4" = 1'-0° 55.0 3/4" = 1'-0" M BAS E f� D ETA I LS SS.O NO SCALE KEY PLAN FOIJ N D�1'ION DETAILS PR❑JECT No. DATE . 05089.0 10/24/2004 . DRAWN BY CHECKED BY LES RBR SHEET No, s5 . o1 SCALE� AS NOTED O . � � � Vo ^ p Zw � N � H OD tA Z ,.. ,� t,/) ' o � n CONC TOPPING N FOR THK, RE: PLAN CONC TOPPING N o M � � CONC TOPPING � � Z � °� " " 2x STUD WALL FOR THK, RE: PLAN FOR THK, RE: PLAN � Z �; 2x8 TREATED fC FLUSH A P A-R A T E D F L R SH E A T H I N G � Z u��i � � V A P A-R A T E D F L R S H E A T H I N G e� o Z 2x STUD WALL TO I.F; CONC W/ �/2"� A.B. A PA-RA T E D F L R S HEA THIN G U o •- � - � 24' O.C. MAX - - - - FLR JOIST N RE: PIAN - FLR JOIST � RE: PLAN � � � F.F.E. F.F.E. FLR JOIST N RE: PLAN F.F.E. Q � 'a .� � -� 2x8 TREATED f� FLUSH -�� �-� -�� � • � Q TO I.F. CONC W/ �/2"� A.B. CONC TOPPING N T.O. PLYWOOD - - - - - - - - - - -- - - - - - - - - - - - - i - - - - a � � 24" O.C. MAX FOR THK, RE: PLAN � . • . .. •. .. .�. . .. .: - ,. T.O. PLYWOOD ; ..,•..... 4 .. ... .. .. ..:..... . . .. .:.. ,.., . . . ., ... . T.O. PLYWOOD . . . .. .. � Z U .s .. y ....;.: � '• .' '. .} .. � = C `o CONC TOPPING N N � �e� e� �p W V RE: PLAN RE: PLAN RE: PLAN Q �j c :°- � W I- SIMPSON HANGER SIMPSON HANGER RE: SCHED RE: SCHED V � � J _ FOR THK, RE: PLAN _� (8) 12d NAILS @ BLOCKING ^' � H e"� Z J W T.O. PLYWOOD � - - - APA-R,4TED FLR SHEATHiNG LSL BLOCKING N lYP = � m o� a � ..� ZV "' � � C� Z Qtio � APA-RATED FLR SHEATHING T�w � � N N O W V F.. � � QOC � O T.O. PLYWOOD � - - - T.O.W. R E: P L A N � I_ F L R J O I S T � R E: P L A N WOOD BEAM � RE: PLAN WEB STIFf � RE: MFR W O O D B E A M = W � N RE: PLAN V pC RE: PLAN � I� SIMPSON TOP FLANGE Z W °aJa HANGER LB212 2x BRG WALL � W i o FULL DEPTH BLOCKING CONNECTOR SCHEDULE CONNECTOR SCHEDULE � � = � � 24 O.C. � o .- � t� � I JOISf HANGER CO�IMENTS JOIST HANGFR COl�IAIENTS M °O o O � • BAND JOIST � CONN TO FDN � o r' ' � � FLR JOIST N RE: PLAN ( 5/8"0x6" W.A. � 24" O.C. 11�/8 TJI 210 IUS2.06/11.88 11�/$ TJI 210 ITT2.1/11.88 y � � ^ � BASEMENT WALL N 11�/$ TJI 360 IUS2.37/11.88 11�/$ TJI 360 ITT3511.88 � �v o o ^ BASEMENT WALL � FOR REINF, RE: PLAN > U n 4 FOR REINF, RE: PLAN it�/$ TJI 560 IUS3.56/11.88 Y o v; � � � � � F L U S H J O I S T B R G F L U S H P A R A L L E L J O I S T � ,� � � A C�? EXT BASEMENT WALL B C� EXT BASEMENT WALL C FLR JOlST C� FLUSH WOOD BEAM D FLR JOIST C� BRG WALL E FLR JOIST C� FLUSH WOOD BEAM (,� � � 4 Z�/� n � n � n i e� n > n � v � n � v/ S5.1 .�/4 = , -o S5.1 .��a. _ , -o S5.1 3�4 = 1 -0 S5.1 3�4„ _ , -o S5.1 3/4° _ , -o � m � oc W N � � � z � � � W � W F- Z BxEAM�W/ (2)NROWS 0.177"� 2x STUD WALL ' � Q DRIVE PINS � 24" O.C. � I� MUST BE FLUSH W/ EDGE LSL RIM JOIST LSL RIM JOIST N O�C OF FLANGE @ HANGER CONC TOPPING � CONC TOPPING N 2x6 TREATED IC W/ �/2"0 A.B. CONC TOPPING N FOR THK, RE: PLAN FOR THK, RE: PLAN @ 48n O.C. MAX CONC TOPPING N SEAL FOR THK RE: PLAN ,� T.O.W. FOR THK, RE: PLAN ;'`` . r __,;,'., � RE: PL4N ,; •, � `=.. � ' APA-RATED FLR SHEATHING APA-RATED FLR SNEATHING APA-RATED FLR SHEATHING r ' CONC TOPPING N APA-RATED FLR SHFATHING ' � ,��'/`� � FOR THK, RE: PLAN ��° �� �/ ` '� � ���.•� ;� � � F.F.E. FLR JOIST N RE: PLAN F.F.E. FLR JOIST � RE: PLAN FFE f.F.E. LVL FLR JOIST N RE: PLAN =���;'��.� �-� ; �,!�+'� �+,�, ' - - - - - - - - - - - - - - � T.O. PLYWOOD . . ...:...._ . . - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - /�, .. . APA RATED FLR SHFATHING .. .: . ��� ' �' � ; , . ., . T.,� 0. PLYWOOD ,�.. T.O. PLYWOOD T.O. PLYWOOD . ��- . � �t � Zy� ,�,1 . . .. . . . . . . ..: . .. . . ... ... .. . :. .. . . .. . ............ ,. . . ....:.:. . ... ., . , ... .. . . . . . . �V . � _ RE: PLAN RE. PL4N RE: PLAN (8) 12d NAILS � BLOCKING RE: PLAN �.,� . SIMPSON TOP FLANGE HANGER '°�� � RE: SCHED FLR JOIST N RE: PLAN � • DOUBLE LVL SIMPSON TOP FLANGE HANGER � �.f�:•-� _ FLR JOIST N RE: PLAN N RE: SCHED �����`:_`°�-�'' T.O. PLYWOOD I - �-W�`s' � STEEL BE4M WEB STIFF � RE: MFR I - FULL DEPTH BLOCKING � 24" O.C. N RE: PL4N BLOCKING (� 48" O.C. MAX � . W12 STEEL BEAM � RE: PLAN a 2x BRG WALL 2x BRG WALL � CONNECTOR SCHEDULE � ' CONNECTOR SCHEDULE �' 2x LEDGER N CONNECT TO WALL RAFTER HANGER COMMENTS I W/ (2� ROWS OF 5/"�x6^ W.q. RAFTER HANGER COMMENI'S W 11�/8 TJI 210 IfT2.1/11.88 SSN10 NAILS � fC ' � 48' O.C. STAGGEI�ED � >� � RASEMENT WALL � (2) 11 /8 LVL H63.56/11.88 WELD TO BM TOP FLANGE � 11 /8 TJI 360 ITT3511.88 SSN10 NAILS � fC FOR REINF, RE: A/55.01 Z � W U a � F FLR JOIST @ FLUSH STEEL BEAM G FLR JOIST � BRG WALL H PARALLEL JOIST @ EXT WALL J PARALLEL JOIST � HIGH WALL K LVL JOIST � FLUSH STEEL BEAM c� � S5.� 3�4 = 1 -0 S5.� 3�4 = 1 -0 S5.� 3�4 = 1 -0 S5.� 3�q.° - 1'-0" S5.� 3�4�� _ 1�-0" � O ii i. � � � 2x6 fC � CONN TO STEEL �..�..� Q BEAM W/ (2) ROWS 0.177"� � DRIVE PINS � 24" O.C. N (C MUST BE FLUSH W/ EDGE O OF FLANGE � HANGER DUOBLE SILL � q 2A •i. U � (3) LVL'S RE. PIAN RIM JOIST TRIM TO 8" DEPTH (� W10 � � CONC TOPPING � WINDOW ABOVE RE: ARCH Q FOR THK, RE: PLAN � � F.F.E. APA-RATED FLR SHEATHING CONC TOPPING � R��OF SHEATHING � �■ � FOR THK RE: PLAN - - - - - - - - EXTEND OVER f� PAST LVL'S , BACKSPAN RAKE RAFTER N � T.O. PLYWOOD . . . ... .. .. ......... . � ATTACH TO EACH STUD WITH , ...•:•.• , • RE: PLAN FLR JOIST N RE: PLAN APA-RATED FLR SHEATHING f���" WEB STIFF � � NOT SHOWN G RE: PLAN R N k , /� 3 1 Qd NAILS - - - - - - F.F.E. FLR JOIST � RE: PLAN EA �IDE k X � � J . ,... • . � , •. .;. . , . . . ., .. - - --- - - - - - - - - - - - CUT RAF7ER TAIL k T.O. PLYWOOD . .. ..,..._ . . . . ,.. . STEEL BEAM N RE: PLAN k . . ...... 4 .. ,.. SIMPSON TOP FLANGE HANGER " � � ' �� RE: PLAN T.O.S. ` TO MATCN TJI 12 k k � � STEEL BEAM� � RE: SCHED SIMPSON TOP FLANGE HANGER VARIES� k N RE: PLAN � RE: SCHED k � CONTINUOUS � '` NAIL RAFfER TAIL TO LADDER SUB FACIA TJI WEB W/ (2) ROWS OF W10x BEAM RAFTERS T•�•� 12d NAILS @ 8" O.C. CONNECTOR SCHEDULE N RE: PLAN I I I 2x RAFTER SIMPSON VPA OR RAFfER HANGER COMt�ENTS � 11�/ TJI 210 ITTZ.1/11.88 SSN 10 NAILS C� fC � � ���2n nP �/" CAP I� 2x6 PLATE N CONN TAIL BEVEL CUT TOP fC $ CONNECTOR SCHEDULE � � W/� (4) 3/4"� BOLTS PLUS SIMPSON H2.5 ' � " �� TO STEEL BEAM WITH � � ��R 11�/$ TJI 360 I1T3511,88 SSN10 NAILS @ f� � BEAM GA (2�/2° MIN) DRIVE�PINS �724" O.C. �NVERTED ISSUED F�R� RAFTER HANGER COMI�ENTS SIMPSON 11�/8 TJI 210 LBV2.1/11.88 WELD TO BEAM HANGER No, DATE C❑MMENT HSS POST N RE: PLAN STUD WALL & SHEATHING 11�/8 TJI 360 LBV2.37/11.88 WELD TO BEAM 2x4 BLOCKING N s ��� ���r RE: PLAN iznsims �wcirk,i coo� W10x � RE: PU1N c sns�m6 r-��it-set A 5/01/06 1'E�d'tIT-SET REI88UE L STEPPED FLR JOIST C� STEEL BEAM M TJI FLR JOIST C� DEEP FLUSH STEEL BEAM N STEEL BEAM POST P LADDER FRAMING @ WALL Q DIMENSIONAL RAFTER TAIL S5.� 3/4" = 1'-0" S5.� 3/4" = 1'-0" S5.� 3/4" = 1'-0" S5.� 3/4" = 1'-0" S5.� 3/4" = 1'-0" 2x6 f� � CONN TO STEEL HSS8x � RE: PLAN BEAM W/ (2) ROWS 0.177"� DRIVE PINS @ 24" O.C. R 1 � CONCREfE TOPPING OF�FLANGE �EHANGER W/ EDGE 55.11 m � � RE: PLAN LSL RIM JOIST � � CONC TOPPING � _ � CONC TOPPING � � CONC TOPPING N FOR THK, RE: PIAN FULL HT � I I FOR THK, RE: PLAN APA-RATED FLR SHEATHING RE: ARCH APA RATED FLOOR FLR JOIST � RE: PLAN SHEATH NGD FLOOR BLOCKING � � � nP � � 3/16 3 SHEATHING -- APA-RATED FLR SHEATHING F.F.E. K = I I N - - - - - - - - - - - - - - - - 2x PLATE � CONNECT F.F.E. o � I .. . . . . . ,, : . . . FLR JOIST RE: PLAN T.O. PLYWOOD . . . ... . .. .. .... . . . ... ,... . , :. . . . .T . . ..:: , . . ..,- - -.- - - T.O. PLYWOOD ' �����"� ` � TO STEEL BEAM WITH � � - - - RE: PLAN 0.177°0 DRIVE PINS: RE: PLAN ROOF SHEATHING ° � � �P „.,r. .. . T.O. PLYWOOD SIMPSON TOP FLANGE HANGER 12 � � , � 3-12 100-0 (2) ROWS � 24" O.C. , „ N RE: SCHED 3 � I 1�3/� x3x8-0 WITH :N HSS12x4 N RE: PLAN � � lOd �IAILS � 2 �.C. � T.O.�. � � SLOPE i � o 0 0 0 0 0 0 o z� T.O. TERRACE �4�� - - - STEEL BEAM BEVEL CUT T P I� I � \ � EL = 98'-10" � - WEB STIFF N RE: MFR N RE: PLAN 2x BEARING WALL PLUS SIMPSON H2.5 . . � �•�� x;^�"""•���"�•;.` " -�„ -• � EA RAFTER R� �- �x •� �� CONNECTOR SCHEDULE CONT SUBFASCIA 5,1 3/4' = t'-o" 2x6 BRG WALL �R ��� �M�� FLOOR DEI�'�ILS LVL FULL DEPTH PSL: BLOCKING 4x4x� xCONT. BENT IC N1YP. 11�/8 TJI 210 IfT2.1/11.88 SSN10 NAILS � f� INVERTED SIMPSON RE: PLAN �a 11�/$ TJI 360 IfT3511.88 SSN10 NAILS � fC HANGER 1�/" 20GA MEfAL DECK W/ (2) LVL STUD WALL & SHEATHING 6" 2��" N.W. CONC. (4" TOTAL ROOF R,4FTER N RE: PLAN THICKNESS) W/ WWF 6x6-W2.9xW2.9 (2) 2x POST @ LVL RAF7ER PR�JECT No. DATE 05089.0 10/24/2004 DRAWN BY CHECKED BY R TYP LOW ROOF RAFTER C� WAL� S STRAP AT COLUMN T CANTILEVERED JOIST C� BRG WALL U FLR JOIST C�? FLUSH STEEL BEAM V FLR JOlST C� HSS �ES RBR S5.� 3/4" = 1'-0" S5.� 3/4" = 1'-0" S5.� 3�4�� = 1'-0" S5.� 3/4" = 1'-0" S5.� 3�4., _ 1'-0" SHEET No, 5� . 11 SCALE+ AS N�TED � O Up � o ZW � N - � � � z „ 2x STUD WALL �� � � ., ;.,. 8 CMU WALL � � o � � �;' ,�� 2x8 TREATED f� FLUSH TO .- :.. ., � 24�O.C.M�2�� A.B. � Z a� ... ... •� '" HEARTH WITH CMU � � o � , .,.. Z � � ^ � �-; Y�,, INFILL AS REO'D Q Z M o� � Z ' � CONC TOPPING N CONC TOPPING V g � � � ._ #4 DWLS x 32" `r -� FOR THK, RE: PLAN 8 VERTS �•: CONCREfE TOPPING 2x BEARING WALL O � :� �p J • .�: � ;�' ti. L _ _ _J � APA-RATED FLOOR APA-RATED FLR SHEATHING �y -lf SNEATNlNG 6x STUD WALL APA-RATED FLOOR (,/� � a _e� � Z V " �� BALLOON FRAMED AT S H F A T H I N G F.F.E. G/a � C v � � � T.O. PLYWOOD N ��� ;�: _ , JL - - . . ....".- - - - .. T.O. PLYYVOOD � - - - - LVL N RE PLAN ELEVATOR WALL BEAM N RE. PLAN TE N CO r... � Q � ` II �'• �. T.O.W. ,;; �� -x x X x T,p,W, STAIR N BY OTHERS W ~ _______ SIMPSON HUSC HGR TO STEEL BEAM WITHT T�.O. P�OOD Q � � � M Z W 0177 0 DRIVE PINS; � a --� - ,.� J RE: PLAN RE: PLAN � I� SIMPSON TOP FLANGE � T.O.W. " _ � °� � 'a � Q W HANGER 63.56/11.88 -- - ` -- -- - (2) ROWS @ 24 O.C. I � � �'^ c O V W V HSS12x N RE: PLAN ° Q Q N `c� � � � � � wa � a SEE F/S5.11 FOR CONN � BASEMENT WALL N - - - -- - - - � � � � W10x N RE: PLAN POST N RE: P1AN � � � RE: PLAN W � L6x4x�/4 (LLH) x CONT. � • N � 0 CONN � SEE A S0.03 SIM M `� o '�' 1.5C CONFORM DECK 22GA WITH 2x12 STAIR STRINGER � � o � c� ^ 3��/" CONCREfE TOPPING LEDGER TO WALL W1TH � o O (4 f4° TOTAL) WITH 4x4-W2.9xW2,9 WWF. (3) 16ga SCREWS � � .a � CO L6x6x�4xCONT WITH EACN STUD � y o ^ ^ (1)5/ � EXP.�ANCHOR x 4 MIN EMBE$D AT 16 O.C. „ � p �. > t� O m C� � 10° REfAINING WALL � RE: PLAN = Y � � � FLUSH LVL BRG � � " U � ^ V A HEARTH AT GREAT ROOM B C� EXT BASEMENT WALL C STAlR LEDGER D BEAM � CONT POST E STEEL BM Ca? HSS W � ^ Q Z , � .. . �, �� , ., „ , „ � � n ,..� W 5.� 3/4� _ , -0 5.1 .�/4 = , -0 5.� 3�4 = 1 -0 5.� 3�4 = 1 -0 5.� 3�4 = 1 -0 � m � � N W � � � Z J �3 MIN WALL � W THIC� � SLOTTED HOLE IN WT I I ~ W z � 3 W 5/$° RETURN � � EMBED i� W/ �/e°0 H.A.S. 3" W TOP N(2) STUDS PER ROW � z 36° y � 8 GAUGE � RE: SCHEDULE � � #4 x 3�"�� 12° O.C. @ DOOR � T.O.fC = T.O.S. CONC TOPPING � SEAL RE: PLAN FOR THK, RE: PLAN �,.-;---�--1 2x6 TREATED {2 FLUSH _ � TO I.F. CONC W/ �/2"� A.B. ' � 1� Y�;, � � � 24° O.C. MAX APA-RATED FLR SHEATHING � /� ,�,/�,� � J � HSS8x POST N � WT5x "L" (A36) ``�� 2 '�-`� FLR JOIST N RE: PLAN `-;�,I%`;t!!��!!W,�" ��`-� I I 4 CONC 70PPING N - - - - ,yF`- `-,_ _. ; .•• „c. � ERECTION BOLTS IN „ . ..:- - - -.. .,..._ . - - - . -.- . . . . `;'�`^ ° ' ` _. �. F.F. . _, f . ��r� a ° 3 � GAR,4GE F ��r . � I � T.O. PLYWOOD �f �•(�j� �, I I _ 3/�i"x2�/2" HORIZ SLO1l�ED ' ' ' �. ;,� � � HO�tS IN WT (8) i2d NAILS � BLOCKING RE: PLAN ` °•�°�•-�-.,�•� �;f>� I I 1/4 L , _ . .',, n 2'/4" RETURN �. � :��;F�-�c;'�. � � APA-RATED FLR SHEATHING �� ,`t HSSBxPOST N I I HSS12x4 BM NOTE: AT SKEWED CONNECTIONS, �, /a W TOP & BOT T.O. PLYWOOD � PROVIDE FULL-PEN WELDED � STD HOLE IN BM WEB I I - -- -- - PLATES TO MAKE AN EQUIVALENT VARIES �/8" T.O.W. - � + WT SECTION T� 25 � RE: PLAN I DOUBLE LVL ( �8 � FLR JOIST N RE: PLAN BLOCKING N TYP • � � BEAi� SIZE WT SIZE WELD PLATE SIZE N0. & SIZE ALLOWABLE i�INii�Ui� WALL 14 I I 1' THICKNESS OF H.A.S. LOAD THICKNESS (IN) � � 1/4 � r - - - W fN KIPS � 2x8 TREATED PIATE WITH �/2° f� /4 END CAP , „ „ „ „ , „ n „ � ANCHOR BOLT (� 24 O,C. � � . . W8-W12 WT5x19.5x0-6 5/�6 �/2 x 12 x 1 -2 (6) �/$� x 7 16 8 � FULL DEPTH BLOCKING BASE (C N RE: N/S5.12 W12-W18 WT5x19,5x0'-9� Sl�fj° 3/4" x 12° x 1'-10° (10) �/a"� x 7" 26 8 � � � 24" O.C. • ( BAND JOIST N CONN TO FDN CONCREfE BASEMENT WALL N W W16-W24 WT5x19,5x1'-0" 5/�sn 3/4" x 12° x 2'-2" (12) �/e"� x 7" 36 8 5/$"�x6" W.A. � 24° O.C. RE: D/S5.01 FOR �EINF ( j HSS12x � RE: PLAN �/2" GROUT � BASEMENT WALL � POCKE7 NOTEf�SHiMS ARE USED,INCREASE THE WELD SIZE BY THE THICKNESS OF THE SHIMS N3 ° BASEMENT WALL � � J FOR BEAM N FOR REINF 2. EMBED PLATE SE1TING TOLERANCES: t 2 VERT AND t 2 HORIZ. /4 FOR REINF, RE: A/S5.01 RE: PLAN 3. CONCRE7E: 4000 PSI NORMAL WEIGHT MINIMUM. � U 4. HD. ANCHOR STUDS; AWS D1.1,f = 60 KSI. FLU S H PARALLE L J 0 I ST O � 5. WELDING ELECTRODES: E70XX. F POST CONN C� ��� ���� G STEEL » BM @ HSS H STEEL BEAN� CONN TO CONCRETE J C� GARAGE THRESHOLD K FLR JOIST C�? BRG 11VALL t� � 5.� 3/4 - 1 -0 5.� 3/4 = 1 -0 5.'� NO SCALE 5.'� ,3/4 = 1 -0 5.� 3/4° = 1'-0" l.�..� O � � � � � Z W O � 2x6 STUD WALL Q f.� � HSS 8x4 FRAME O � � V 2x6 f� N CONN TO STEEL BM W(TH (2) ROWS 0.177°� DR(VE � � J CONC TOPPING N PINS � 24" O.C. LSL RIM JOIST Q FOR THK, RE: PLAN CONCRETE TOPPING � � I I FOR THK RE: PLAN CONC TOPPING N � �■ � � � � APA RATED FLOOR SHEATHING APA RATED FLOOR SHEATHING FOR THK, RE: PLAN HSS 12x4 Q � APA-RATED FLR SHEATHING I I � fC3/x7"x0'-8° CONCRETE TOPPING N APA-RATED FLR SHEATHING � ( ^ F.� F.E. DOUBLE LVL #4xA7Q6x16' @ 32" O.C. i � W�T� /2 3 � A B 3" � GARAGE l ��4� - - - - - - - - � \ _ _ FLR JOIST N RE: PLAN � . :�. ... � . ... . .... ..• . •:...�... ... .. , .. T.O.PLYWOOD - - - - - - - - - - _ - - - - FLR JOIST � RE: PLAN �•i a T.O. PLYWOOD . ,...;.... ., .. ... . .. ......_ . . .. .:.. ..... • � . . . . ., .. �--6 CMU � � 100'-0° . . - - - � RE: PIAN T.O.PLYWOOD T 0 PLYWOOD _ W M _� • .:•••:...:•�•.:.••• �• . :• ... ... :,, ,. BOND BM x 4 SIDES � 99'-4" MAX NSTRUCTURE 100'-0" � WITH (2) �4 � N SLOPES AT 1/4" W10 � RE: PLAN -� C� HSS 8x4 COL. PER Ff � RE: PLAN � W16 WITH (1)�/"� EXP. °° DOUBLE LVL FLR JOISTS T.O. STONE BLOCKING � TYP ANCHOR EACH S�IDE � N RE: PIAN - - - - - BEARING 98'-10" :..�r• .• WEB STIFF N RE: MFR �/z° GROUT � `V C BLOCKING N TYPICAL 2x BRG WALL WITH J DOUBLE 2x STUDS " CMU gELOW EACH DOUBLE ��„ ��„ �� �� �n �3�4� 2x STUDS ABELpW�EACHUBLE 2x BRG WALL LVL FLOOR JOIST 2 2 DOUBLE LVL FLOOR JOIST 9�� ISSUED F❑R� No, DATE C�MMENT A 10/Ifd/05 PRIGIhKi 6ET B 10l14✓¢� COORf�SEt 1Z/22/05 PRIGINCs/GOORD I G 3/15,06 PE�N�t-5ET v D 5/01/06 PERMiT-6ET REI86UE L FLR JOIST Ca? GARAGE BRG WALL M MANTLE BM C� CMU CHIMNEY N BASE f� C� WIND FRAME P STEEL BEAM C� GARAGE STEP Q WALL C�? TERRACE 5.� 3�q.° - 1'-0" 5.� 3/4" = 1�-0" 5.� 1 1/2" = 1'-0" 5.� 3�4,. = 1'-0" 5.� 3/4" = 1�-0" KEY PLAN FOtJ N DATION �ETAILS PR�JECT No, DATE 05089.0 10/24/2004 DRAWN BY CHECKED BY LES RBR SHEET No, S5 . 12 SCALE� AS N❑TED � � , A TJI RAF7ERS � RE: PLAN � c� � � , Vo � � � A '-A �v�`� 12 Z � �d N A 2A RE: ARCH o����'�``� STUD WALL 7� - Z � � i RE: ARCH ���QO�� BELOW �; c•� O O � � C7 � � � � ROOF SHEATHING - - - - - - - - - - - - - - - 2x LADDER RAFTERS ¢ N RE: PLAN A '-A � Z o � � � R E: A R C H BLOCKING � EA RAF7ER �2 Q Z `"� a' NOTE: BLOCKING TJI RAFI"ER N ,� � i (2� 2X A >A SP RE: PLAN� TOP fC CUT TO BEAM WIDTH „�. Z b � � U NOT SHOWN RE: PIAN RE: ARCH � o k LADDER BEAM SPACEING � EA RAFTER C„� � x k � o � �° � � CUT RAFfER TAIL k D i (� � � � � � � J u� � ' � Q OR PROVIDE FILLER 55,21 BACKSPAN RA�fER SIMPSON CONNEfOR C/') � c V Z V W i- TO MATCH TJI 12 k k W/ BLOCKING N RE: SCHED � � � `� � � VARIES� k k � o W �y V � � W V � CONT SUBFASCIA Q H e� � J Z W CONTINUOUS � �` NAIL RAFiER TAIL TO �I �' � _ � m �.' a � Q W ¢ c� z R A F T E R S � 2 4" O.C. Z S U 8 F A C I A T J I W E B W/ (2) R O W S O F mi �„ � C O N T S U B F A S C I A � �„� � o U 'Z V T,O.fC �� � � LADDER BEAM N RE: PLAN Q Q N � v 12d NAILS � 8" O.C. X -� ¢ M °� a � � O 2x RAFTER SIMPSON VPA OR C � W � INVERTED SIMPSON HANGER V 0 W � T A I L B E V E L C U T T O P i£ N � m TJI RAFTER W BLOCKING BEAM � RE: PLAN = W � PLUS SIMPSON H2.5 �•2� i -° INVERTED SIMPSON HANGER Z W � J a 2x4 BLOCKING (� EA RAFTER � SIMPSON H4 � EA RAF7ER C O N N E C T O R S C H m U L E o W � � i � SIMPSON H4 � EA RA�ER RAFTER SII�PSON HANGER COi��IENT'S � M � � h I STUD WALL & SHEATHING � O O 1 1 /$ T J I 2 1 0 I f f 2.1/1 1.8 8 S S N 1 0 N A I L S C� f� r.. � RE: PLAN � o � STUD WALL & SHEATHING STUD WALL & SHEATHING 11�/$ TJI 360 IfT3511.88 SSN10 NAILS � f� y � � 'd' � RE: PLAN N RE; PIAN � : p o� ^ � ^ � �v n m � � � Y ' � `. � 6 N� DIMENSIONAL FLUSH RAFTER � � � � A DIMENSIONAL RAFTER TAIL B PLAN : RAKE LADDER FRAMING C DIMENSIONAL RAKE LADDER D RAKE LADDER C� CORNER E C� PITCH BREAK �,J � � 4 Z mx � N S5.2 3�4,. = i'-o° S5.2 i��.,, _ �'-o" S5.2 3�4,. _ ��-o° S5.2 ,��4.. _ ��-o" S5.2 ,��4,. _ �'-o" � o m � � N � W W � a .^a'.. Z FOR CHIMNEY SIZE & LOCATION � RE: ARCH --o Z � W FOR CHIMN�I' SIZE & LOCATION N RE: ARCH g 21 � Z FOR ADDITIONAL INFORMATION , K T.O. CHIMNEY RE: J/S5.21 � Q TOP I� CUT TO BEAM WIDTH � TYP (4) SIDES ALL JOINTS � � �,2 1 �/2" A P A S H E A T H I N G RE: ARCH F. � T.O. CHIMNtY CENTERED OVER 2x MINIMUM I I I I SIMPSON CONNECTOR RE: ARCH I I I I SEAL � RE: SCHED I I � � DORMER RIDGE BEAM � � , � ,�.� , _ t.',. f.�..p,:"` �� � RE: PLAN = STONE VENEER I I �,' � � `" `� 6 TJI RAFTERS � RE: PLAN r � { -a � `� `�� '?, '� � VENEER TIES � w �� I I I I � �;- ���� � z ,� i , � ��. DORMER VALL�I' BEAM 16" O.C. EA WAY ( W I I I � ` `�____ r�'t N RE: PLAN � 2x STUD WALL = I I I I , �, ` �� W � � I � h��;. l�.j'„� '� �� HSS 4x NRE: PLAN ::�-,`°°�,. :•:-�;ti�'' ` HEADER N RE: PLAN lYP @ EA POST w . . _ 1/4 > � � � � ,`-`,�• °�'�oao....�.��,��.,r ,_-;�'�'.\,;N%`�`� , L6x6x�/2 VENEER ANGLE BENT N SPAN I I I I '"�:-�,.-;�.� ` BEfWEEN HSS4x � EA CORNER I I I I I I � � TERMINATE VENEER ANGLE I I I I � FDN SUPPORTED VENEER BEAM N RE: PLAN ( I I I SIMPSON LSSU HANGER I I I I ��4 CONNECTOR SCHEDULE @ RAFTERS i � o o � I , RAFTER SI�IPSON HANGER COIrIMENTS SIMPSON MSC o W/ HIPS o I I o SKEWED (� 45 & SLOPED N I I 11�/a TJI 210 LBV2,1/11.88 SSN10 NAILS � {� MSC5 C� SIM � � ROOF RAFTER BEAM I I I I RE: A/S0.03 FOR CONN �..�..� � 11�/$ TJI 360 LBV2.37/11.88 SSN10 NAILS � � I I I � i i � � � i, (2) 11�/$ LVL WPI411.88 SSN16 NAILS � f� I ( � � II � � I I W10 RIDGE BM NRE: PLAN � � CHIMNEY HEADER I I HSS4x NWALL BEYOND � � W10x NRE: PLAN � � RE: B/S0.03 FOR CONN I I FLUSH RAFTER � � F @ STEEL RIDGE BEAM G DORMER VA�,LEY RIDGE CONN H NOT USED J RAKE CHIMNEY FRAMING K RAKE CHIMNEY FRAMING tl� 55.2 ,3�4,• = 1'-0° 55.2 3/4" = 1'-0" 55.2 NO SCALE 55.2 3�q.•• - �'-0" 3/4" = 1'-0" �..�..� � O ' S5.2 � � � , WOOD BEAM � � � RE: PLAN `..f..f Q � SIMPSON HANGER � DORMER � � O N RE: SCHED RIDGE BEAM V , = U � STEEL BFAM n SIMPSON LSSU V � J N RE: PLAN � 2 BEVEL-CUT TOP f� J Q T.O.W. � STEEL BEAM N RE: PLAN LADDER RAFfER � � � , ' ° I I � RAKE RAFfER--�-' I - SIMPSON CONNECTOR _. ; SPLICE POST N . N RE: SCHED Q � � � HSS COL RE. PLAN I I LADDER BEAM W/ INVERTED 12 %4/4n 80L S/ RE: PLAN STEEL BEAM N RE: PLAN + i � o � �m TJI RAFTERS N RE: PIAN � 0 o SIMPSON LSSU � RAKE RAFfER 6� � � � � W � (�5/16" STIFF BEAM/POST CONN � � I o z o RE: ARCH V..� � I EA SIDE � RE. L/S5,21 � � M T.O.S. I I � F ° SHIM TIGHT FOR FULL I I � � � � � \ M o BRG W/ STEEL SHIMS I I . I� "T x5 x L (A36) �2 � � RE: PLAN � �`��, � n�n � .� � � � T.O.IC. WOOD BEAM � RE: PLAN "' np CONNECfOR SCHEDULE "N' ROWS OF BOLT DIA I� THICKNESS fC LENGTH WEI.p S�ZE �LOWABLE ` 3 SIDES A325N BOLTS BEAM SIZE ��� 'T', IN "L"� IN 1N", IN LOAD � BEAbi HANGER CO�IMENT� KIPS _ � SIMPSON CSx36" @ BACKSPAN CONNECTOR SCHE�ULE W% (2)�/8 0x BOLTS2n (4) 11�/8 LVL HWU7.12/11.88 2 W$_W�Q 3/4n ��4 6 3�,6 �2 END OF LADDER BE4M RAFTER SI�IPSON HANGER CO�I�IENTS 3 W12-W14 3�qn �/4 9 3/�s 24 11�/8 TJI 210 LBV2.1/11.88 ISSUED F❑R� No, DATE C�MMENT POST N RE: PLAN 4 W16-W18 3�4'� 3/8 12 3/�s 32 11�/8 TJI 360 LBV2.37/11.88 A �nmi� �iur�ser 5 W18-W30 3I4n 3�a �5 ��a 45 (2) 11�/8" LVL (2) 11�/$ LVL WPI411.88 a tmr�¢i�s coor�a sFr izrzzims t�ictrk,i coo� NOTES: (4) 11�/$ LVL GLN411.88-2 c a�i� �ratiit-set 1. HOLES SHALL BE HORIZONTAL SHORT SLOTTED HOLES IN PLATE, STANDARD HOLES IN BEAM. D simvm� �r�ir-s�t�issu� WOOD BEAM 2. WELDING ELECTRODES ARE E70XX. FLUSH RAFTER L STEEL BEAM WOOD POST M � END OF STEEL GIRDER N STEEL BEAM � TUBE STEEL POST P TYP DORMER RAFTERS Q C� WOOD RIDGE BEAM 3 4" = 1'-0" 3 4" = 1'-0" 3 4" = 1'-0" 3 4" = 1'-0" / •' ' " . / S5,2 / S5.2 / S5.2 / S5.2 � 4 = , -o A 2A A 2A INVERTED SIMPSON 11T2.1/11.88 HNAGER RE: ARCH RE: ARCH TJI RAF7ER N RE: PLAN ROOF SHEATHING ROOF SHEATHING 12 . �� STIFFENER AS REQ'D :. ;: 6" CMU BEYONQ 3/8x4"x0'-10" CAP {� BY SUPPLIER �.• ^ NOTE: BLOCKING TJI RAFTER � NOTE: BLOCKING N k TJI RAFTER x KEY PLAN �' '� NOT SHOWN RE: PLAN NOT SHOWN RE: PLAN 2 •� •, k k k k 3 SIDES 3� CUT RAFiER TAIL k '` CUT RAFIER TAIL '` `� � x TOP I� CUT TO BM WIDTH �; OR PROVIDE FILLER k OR PROVIDE FILLER k ( � � TO MATCH TJI 12 x TO MATCH TJI 12 x ti:�: W10 � RE: PLAN VARIES� k 3� k - - - - - - - - � I . k k I f�� x6x1'-2° LONG WITH CONTINUOUS I k CONTINUOUS I k (1��/2°0 EXPANSION ANCHOR SUB FACIA NAIL RAFTER TAIL TO NAIL RAF7ER TAIL TO I I TJI WEB W/ (2) ROWS OF SUB FACIA TJI WEB W/ (2) ROWS OF � � HSS8x � RE: PLAN BEAM N RE: PLAN EACH SIDE T.O.fC 12d NAILS @ 8" O.C. T.O.{� 12d NAILS � 8" O.C. � � � �/z" GROUT � �� � � 2x RAFTER SIMPSON VPA OR 2x RAFfER SIMPSON VPA OR � � 3/$x2"x0'-4° SEAT �. (2) 11 /$" LVL 16" BOND BEAM � c TAIL BEVEL CUT TOP {C TAIL BEVEL CUT TOP I� I I ROOF DE1'AI LS ACROSS FRONT WALL � � � � � ' PLUS SIMPSON H2.5 PLUS SIMPSON H2.5 I I SIMPSON ITT2.1/11.88 HANGER WITH (2)#4 CONT � TOP .�:� 2x4 BLOCKING @ � �+�ER 2x4 BLOCKING @ � ��ER I I :M., I I HSS 8x N RE: PLAN I I ��Y 6 CMU WALL REINF WITH I I #'5 t� 16" O.C, IN FULLY STUD WALL & SHEATHING I I GROUTED CELLS � RE: PLAN � � I I PR�JECT No. DATE LVL BEAM � RE: PLAN OSOS9.� 10/24/2004 DRAWN BY CHECKED BY R ROOF OFFSET PITCH BREAK S STEEL BEAM @ MASONRY T DIMENSIONAL RAFTER TAIL C� HSS U DIMENSIONAL RAFTER TAIL @ WALL V MOMENT CONNECTION �ES RBR 55.2 3�4,. _ 1'-0" 55.2 3�q.° - 1'-0" 55.2 3�4,. = 1'-0° 55.2 3/4" = 1'-0" 3/4" = 1'-0" S�.� H No. �5 . 21 SCALE� AS N❑TED 0 ' � � o C,� O � � Z °� � � -: RE: G/S5.22 FOR � Z � � NOTE: BOND BEAM WITH FOR TYPICAL INFORMATION CHIMNEY CAP INFO (2} �4 � EACH BOLT ROW RE: B/S5.22 C/� ' o h � L1J Z � � o� � Z Q �jM � 11'/" LVL DORMER -i � N � `n Z RIDG� BM RE: PLAN ^ LVL � RE: PLAN O a � �o � j UIT412 SIMPSON FACE CMU WALL WITH " CMU WALL MOUNT HANGER #5 � 16" VERT � .. :C � f£ �j4x10x0'-9" EACH SIDE V> p� a eo u- Z V .,:.���:; 5/�x4" EMBED EXP BOLTS (� .,:,����:, 5/$°0x4" EMBED EXP BOLT HSS CHIMNEY CAP POST W/ WITH (4) �/4°0 NAIL HOLES � � o � � � � POST � RE: PLAN `�• �, 16�" O.C. BM `�• �, 6x6x/4 EMBED f� W/ (4) �'; 12 =� : I I �/2� x 4 H.S. � W V � � W ~ A � Jr � 7 �c. 'r�. ��', •�. ° ° � ~ � � J Z J � 12 �A���� ��� � I 8" CMU WALL WITH o o Z V � r� � U Z a W VARIES� . .,';, 5 • • .-:�� 5 #5 (� 16 VERT - - � e`i e�v W V i- ;..; ;. ;.� ;. �6 '�' �6 � � Q N tl� v � �:�• L6x6x WITH PRE-DRILLED L6x6x WITH PRE-DRILLED Z 0 �,x�� BOLT H�LES � ��:� BOLT HbLES I I = � ~' � . . . W "'' w.. 3xLEDGER � CONNECT TO WALL ";�' t�� 3xLEDGER ,r .�~ � � CAP f� 3�qX`J��4XO'-9" W a W Q = WITH 2 ROWS OF 5 "�x4" F U L L Y G R O U T E D B O N D B M I I Z pC J Z W i � EMBED EXP. BOLTS �816" O.C. W I T H (2) #4 B A R S C O N T. I I o N r 0 0 0 o i i HSS 5x N RE: PLAN W M aro °0 O 0 =N � O � � \ ���2� 3n ���2 2x LADDER FRAMING I I y � � ^ � . o WITH LB SIMPSON � ROOF RAFTER WITH TOP FLANGE HANGER '� V ^ O LBV2.1/11.88 SIMPSON �.�/4x6x0'-6" WITH TOP FLANGE HANGER Y c�' � (4) #12 WOOD SCREWS � � >° x� ," 1 1�/ L V L R I D G E B MU a � RE: �'LAN � � N Z A R I D G E A T H I G H D O R M E R B R O O F ,R A F T E R C� C H I M N E Y C R O O F ,L A D D E R F R A M I N G @ C H I M N E Y D C H I M N E Y C A P P O S T E S T E E L � K I N G P O S T C�? S T A I R W I N D O W S � m X � � 5.Z 3�4 = 1 -0 �J.Z ��4 = 1 -0 5 5.2 3/4 = 1 -0 �J.2 3/4 1 0 5.2 3/4 1 0 � m � � W � v�° a °~�' Z J � Q Z pC W � W 2x10 � lYP V ? � 3 .. , p� 0 H LiJ SIMPSON A23 � EA N � RAFTER N WELD TO SEAL HSS5x FRAME '`� HSS5x5x�/4 FRAME x 0 � •° '°' .�'�=;,� ��4.h�.`e� ����,��. � (a,W ..�...^ E� ;� -- -- - - -- - ��`o'`" �1 +..� r �� � � a,`^J'� �/' III��,'���`•��'�`G� I . ;�, /��/���`'WH� rY;l� '': � - _ _ _ - _ _ �l. '.i-y� 1'�� �� t:�.� i . I " ,� ��� a., �" �'�� ' reo �„`�� _ I � ����r� TYP � ```�''�,:: .e......-�``�°'�`'' � � I HSS5x5x�/4 POST (� � e`L ��` I �`°�,; ;F �`���' a: . ',. �� � � EA CORNER OF FRAME ��^ � � � � - ATfACH TOP & BOTfOM OF KINGS TO ' PLATES WITH SIMPSON A35 (4 TOTAL „ 5„ ���2„ � EACH KING POST) Np 2�/2 LVL KING POST RE: PLAN 2x6 STUD WALL @ � CHIMNEY W/ �/2" O.SB. tisss�s N nP � �..�..� _ �3�s�W� (2) 5/8°� BOLTS J �..�..� � � � � � F LVL KING POST � LIVING G CHIMNEY CAP Cl� U ' 5.2 3/4" = 1'-0" 5.2 3/4" = 1'-0" �..�..� Q I..f� � W � �, Z � o Q � J c = U � . � J � Q J � _ > f � � V � �u � = M F- ISSUED E�R� No, DATE COMMENT a tmnmi� �zicn,t�8�r � �ad✓�s coor•�sst �R2i� �cir�coor� c snfiimb r-��ir-ser A 5f0VJm6 PEi�P11T-SES i�{S6UE KEY PLAN ROOF DETAILS PROJECT No. DATE 05089.0 10/24/200�4 DRAWN BY CHECKED BY LES RBR SHEET No, S5 . 22 SCALE� AS N❑TED N O � � I r� +� O � N �- � I� � ,�,�, d� tn � O 00 O .� v � � � X � O Q N �- � � d. Q . � cU � U � ° o � W zw � � � z -� � � _ am � ^ i � � � . � U� c� � � o°a W z � cn � z QQ ° o _ J � � � � O � O U � � � � O I � � � ,� � W � p � � � .. 0 � O W Q � -� � � W m _-- i— � � x � _ �, o ¢ Nz " � ¢ � QQ � � ; � cD N � I� O a� � I m � rn d- � O � SPA SiTE PLAN wm o o � - � ► i i L � � �: 4 2.7 + �� ENTIZY FFE � " �� 822 i-42 � � C__._� SEAL �--,� -- � SPA ALIGNMENT B5 8220.9 8220. —� � �� — � � � � -___ � � � - TED 5 C�E N � � � � Q �J 82 O.O� �� 8 2 � �/ �- `� � ��- � � � � �, � . � GARAGE SLA6 / W 5220.9 / 221.37 822 I.37 EDGE OF � PATlO � � 822 5 � - ' � EDGE OF PATtO EL. U U - 82I9.70 � __ .:': � � - 82 .7 -� ::$:::;� •_ Z NO STEPS U O 2�.s -� �� � � � 8 20.92 � a21$ \ � _ � � � � ' � �^` � __ � B 82 . , r�-@ , 2 I � YARD EL. � � O � , � 82 I 9.2 � 82z�.3� 3.50 :�:�=�:� �� � U U ��"� B 8220�I'7 SPA DECK�822 I J � I.5 82 I 9.77 ' :::�:: — /,i ��� 22p � .. / ........ • � --�•��� S � � — ._ � --"--- s j 5EE MAXIMU ' COMFORT PLANS C� � � \� /� � � �/ I FOR A SPECS � � I � ` NOT TO SCA�E W � 19.47 ��� K�,�ON �2 � 15.0 � „ ���N . �� � �' „ EASEMENT "' ^ / N � O � L � TREE L1NE EVERGREENS`� N 8�01� �N 174.45' W E � S Scale 1"=10' �� ISSUED FOR: No. DATE COMMENT A 02 16 07 5 a Area Site PLan � i � � KEY � � � � � � � � FE�� � '.' ��;s�� � �°C)�l1,°� �� �A,►� � � _E ; PROJECT No. ORIGIN DATE 20051649 02/16/07 DRAWN BY CHK BY TRV BY ', JC �. SHEET No. • SCALE:1"=10' ....�. ..�. �":.' �.�.r...�.�. �u � � .��.+r �+�. .�ar�v ..� +....� MAX/MUM COMFORT POOL & SPA, INC. GENERAL NOTES SPA CRlT4CAL DATA �3'—i�'t 970-949-6399 CONCREfE SHAIl BE PNEUIrIATICALLY APPLIED MORTAR (SHOTCREI�E) CUISSIFlED AS GRADE SPA SHAPE - FREE FORM 2'-5' 10'-8' 10't 'A' CONCRETE SUBJECT TO THE PROVISIONS OF THE LOCAL CODE AND ACI 506-2-89 SPA DI�IENSIONS I.D. - LENGTH - 10'-6' WIDTH -9'-4" DCfERIOR SPA FlNISH SNOTCREfE SPECIFlCATIONS. DEPTH 1 - 3�' DEPTH 2 - NA AUTOMATIC COVER WELL BY OTHERS 2 10 C O N C R E f E S H A L L B E C OMP O S E D O F 8 1/2 S A C K O F C E M E N T, 20� 3/8' A G G R E G ATE, 80 x WATER SURFACE AREA 100 S.F. AUTOMA C13 12 2/P 1 .� 1 1 � � CONCREI�E 5AND, 3 TO 5 OZ. AIR ENTRNNING COMPOUND, 2 TO 5 OZ. WATER REDUCING WATERLJNE PERI�iEfER 40 LF. 14 COVER TRACK ADMIXTURE, 10% WATER WITH 4' SLUMP AND 6000 PSI COMPRESSNE STRENGTH AT 28 DAYS. OUTSIDE PERI�tETER 56 LF. 1NTERIOR SURFACE AREA 70 S.F. B � Z �0 REINFORCING STEEL SHALL BE DEFORA�ED BARS CONFORt�ING TO ASTtiI SPECIFlCATION A615 TOTAL WATER VOLUi�E 2300 GALLONS � � � � 1 � GRADE 40. TURNOVER T1ME .5 HOURS 4 ��.���-�� 12 � - � LAP ALL BARS 36 DIAMEtERS MINIMU�1. ALL STIRRUPS, 11ES, AND DOWELS SHALL BE A615 TURNOVER RATE 76 G.P.i�. � –�� �� _ �g GRADE 40. FlLTRAl10N I�EDIA CARTRIDGE FlLTER �.:.:.:...:.:.. � 13 –10 –12 � � 5 18 PROVIDE 3' CLE4RANCE OF REINFORCEMENT STEEL FROf� SOIL IN WALLS AND 3' CIFARANCE Fl���ON RATE .375 G.P.�I./S.F I:.:.:.:.:.:.:.:..I 0-18 �,s, I IN FLOOR SLABS. USE ALL �4 BAR5. CALCULATED TDH 24.6 FEEf OF HEAD 2 ______ 4 DISTANCE TO EQUIPNENT 20 LF. ------ ALL BARS TO BE A �fINIMU�t OF 12' ON CENTER EACH WAY. ESTlIr1ATID BATHER LOAD 12 PPL/DAY 5 -------------�� –16 � 3 15 14 3 ... ...� 14 9 ' \ � CONCREfE (SHOTCRETE) SNN1. BE PLACED ACAINST UNDISTRUBm NATURAL SOIL OR AGAINST I I-�-:-:-:-:-:�:-�� I SUfTABLE F4LL CO�tPAC1ID TO 9�� i�INIf�UI� PROCTOR DENS[tY ' � \ � ` I SPA TRIANGULATIION CHART � 2 I I--.-.-.�.-.-.-1 I � I ALL POOL AND SPA RECIRCULAl10N PIPING SHALL BE PVC SCHEDULE 40 OR BETTER. pT, � �p� pplM A FROf� POIM B �' -.-.-.-_-.�. � POOL AND SPA SFWl BE CONSTRUCTED IN CO�IPLIANCE WITH 'THE NAl10NAL EtECTRIC CODE' ~ I I��.�.�.�.�.�.��� -14 I �� 17 1999 HANDBOOK - ARl'iCLE 6$0 AlL APPLiCABLE SECTfONS, ANSi / NSPi 5 -1995 - 1 4'-7" 10'-3" 'J 3/P 1 .� ------ , � I 3/P 1 .� AMERICAN NATIONAL STANDARD FOR RESIDENTIAL INGROUND SWI�IMING POOLS, ANSI / NSPI 3 2 5'-2 1/2' �2'_p• W 3-6 WD � WELL � $ 20 �2 - 1992 - AMERICAN NATIONAL STANDARD FOR PERMANENTLY INSTALIFD RESIDENTIAL SPAS, 3 7�-1 1 2" '_ • � -�-�-"-�-�-� I � O AND THE UNIFORf� SWIt�It�11NG POOL, SPA, AND HOT TUB CODE - IAPi�iO 1994. � 13 4 � ��., -_-_�_-_�_�_ a' 4 9'-3' 14'-101/2� i N �-�-�-�-----�-�-� 7 13 UNIFORf� BUILDING CODE 1997 - APPENDIX CHAPTER 4 - SECTION 421.1 BARWERS FOR � I SWIMI�ING POOLS AND HOT TUBS. 5 11'-6 1/Y 15'-5 1/2" � ' I I:.::::.::::.:::.1 2' -0' WD � BENCH � I / � W POTABIF WATER INLETS INTO POOL AND SPA FOR MAKE UP WATER, WHEN PROTECiID BY A 6 13'-4 1/2' 15'-2" � :::::: � S P A E Q U I P M E N T L A YO U T 11STED ATMOSPHERIC VACUU�I BREAKER, SHALL HAVE SUCH ATb10SPHERIC BREAKER INSTALLED � �5'-5' 15'-4" > ------ –16 6 ON THE DISCHARGE SIDE OF THE LAST VALVE WITH THE CRITICAL LE11EL NOT L.ESS THAN SIX I I-:-�.:-:_'_---__1 _14 � I z (6) INCHES OR IN ACCORDANCE WITH ITS LJSTING ABOVE THE FLOOD LEI�EL RIM OF THE POOL 8 �g'-7" 15'-5 1/2' W EQUIPf�ENT AND ALL DOWNSTREAI�I EQUIPMEM'. ------ 9 16'-8 1/2' 13'-3' _:::;: I FIlTING SCHEDULE 1NDEX � O 10 16'-2' 10'-5' -- �--- --I � D— = INLET RETURN �— SPA PIPE & FlTfiNG SCHEDULE SIZE 11 15'-5 1/2' 8'-1' I I:.:.:.:.:.:.:.:.1 I \ –12 –10 –18 (1) I D(TERIOR SPA � 0 U . � � � . = HYDROTHERAPY JEi' � U 1 SPA JEf REIURN INI.E� 2 1 2 I.D. 12 14–5 1 2 5-9 �-�--- — � — _$ ��) — � 5 OTHERS � W / / � . .:.:.:.:.:.:.. � 5 — c� 2 SPA JEf SUCTION OUTLET 3' I.D. 13 12'-9" 4'-0" :.:__.:.:.:. 2 3�� 4 � � = JET SIDE SUCTION OUTLET 0 � 0 3 SPA CIRGULATION FLOOR SUCTIQN OU1LE7 2 1/2� I.D. l4 10'-6' 4'-5" o { I��.�.�.�.�.�.��I I � o r � z 4 SPA SKIi�i�ER SUCTION OUTLE7 2' I.D. M � M � = SPA SIDE CONTROL BUTfONS U I dj I �::::::::::::::::.� I 4 I , I Q 5 SPA CIRCULAl10N REfURN INLEf 2' I.D. � � 2 � -18 = JET ELE�/ATION BELOW BOND BEAM w � (n DECK SURROUND TRIANGULAT!!ON CNART ���� � ��� ` 2/P 1 .� (� ' z q OO = JET AIR CONTROL U SPA EQUIPMENT SCHEDULE � VOLTS AMPS PT' � �� ��� A FROM POINT B Y � Q , � , , � , , � , , , , „ O = SURFACE SKIMMER OUTLET � J 10 SPA JET PUMP - 2 HP. 2 SPD WHISPERFLO WFDS-8 2 230 24 � 4-10 14-5 8 1 -1 8 VARIES - SPA S LONGEST LENGTH 10-6 t 1 -0 � N � 11 SPA CIRCUALTION PUMP - 1 HP WHISPERFLO WFE-4 1 230 6 2 ��-3� �4�-$" 13�-11't O = FLOOR SUCTION OUTLEf � U � 3 9'-71/2' 15'-10' � 12 SPA CARTRIDGE FlLTER - STA-RITE � S7M120 1 � � � � • � • -�s�a = W� NICHE LIGHT 13 SPA HEAT IXCHANGER - 1RIANGL� TUBE MF200 1 4 12-0 ��-3 S PA P LA N "' � 14 SPA CHLORINATOR 1 5 �4��� ��2� ���-�� � � � z 15 OZONE SYSTEM - CL.EARWATER TECH �CD10-AD 1 115 3 6 15'-5' 16'-10 1/2' SCALE: 1/2"=1'-0" � � Q 16 FLOWMEfER - BLUE WHITE IND. 2" PVC - PRIMARY 1 7 16'-7" 15'-11' � J 17 FLOWMETER - BLUE WHITE IND. t' PVC - HE CIRC. 1 8 17'-9" 15'-0" � O 18 CONTROL SYSTEM - INTELLITOUCH i10+3D 1 115 3 9 �8�-5 ��2� 13�-9� 19 SPA LJGHTS - SAL 250W 1 120 3 10 18�-5 1/2' 11'-11' � 20 AUTOIr1ATIC POOL COVER - AQUAMATIC HYDRAULIC 1/2 HP 1 115 6 11 17'-8 1/Y 9'-8" k 11N0 WAY VALVE - BALL VALVE SPEARS C4MPACT 2" 18 12 16'-8" 7'-3 1/2' 13 15'-8" 4'-10 1/2� 14 14'-9' 2'-5" VARIES VARIES VARIES VARIES �'-p' VARIES - LONGEST LENGTH 9'-4 �"t �'_p" 6" t'-1� t'-0' VARIES - LONGEST LENGTH 10'-6"t ��-�� FlNISH BY N�� � FlNISH BY �.�� COPING BY OTHERS OTHERS � CAPING BY OSHERS OTHERS � - . - - - � , _- - � : .a - � - � + ', • . - ...' � ' . a •` cv � . 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O `�`' BUILDING SETBACK °� � # 1 EXISIING TREES TO BE REMOVED Q�, � v N (8213. 3) t _ _ _ ` _ _ _ _ _ _ _ _ � ADJACENT PROPERTY LINE HP / LP HIGH POINT / LOW POINT pp � � r� - - -' - - - - � EXISTING STONE WALL ON "M,'� � � � - - NEIHBORING PROPERTY �' °� � / - - - - - _ _ _ _ _ �� � TS / BS TOP / BOTTOM OF STAIR (, O � � A� U FOUND #4 REBAR WITH YELLOW `r / \` \ --� N 87' 1 6 ' W 1 63 . 88 ' \ - - - - _ _ _ _ PLASTIC CAP LS#16401 TW / BW TOP / BOTTOM OF WALL � � - - - _ _ / ELEV= 8209. 5 � EDGE PLOWED ROAD �' \ \ , � � -^ � ,t ,; � � � FFE FINISHED FLOOR ELEVATION W � 15 . 0 ° " PHONE PED p.� � � \ � \ __� ' " � � 1 - 210 - - -. ;�.. , . - � � � ' SLOPE DIRECTION �% � � O EVERG�' ITH 2. 0' DIA TRUNK 1 \ N ; - � � FOUNDATION ( TYP. ) EDGE OF ROOF ( TYP. ) �A� �� � � o U Q � � A � � � � � � 2 /o � � � � , � � � LIGHT � i � � � _ � 6 � � ' :.,s � � � _ ZQ/ DEGK A60VE � 1 � _ � �' 86 �� � Q W � POLE � \ � z � � - r'Z � r _ � EXISTING CONTOUR � � � � ( 8215. 4) t \ - � � � _,� �,z j�� � 8216 - - - (�86o Z o � ._ � a� � 1 � / -- =-- _ . ,-, 1 �( � � � � �' - 5 `� � � _ � �� 1 - � � � � � o ` / \ BUILDING SE AC � g � _ n � + � , � � � _ � - � � N � PROPOSED CONTOUR a2 � 6-'�'� � � � �I F � � � ., � � 8 2 I 6 ��e � o �, ) I 5 = 2 � � �-. i � � � �o ��� ,� -, � � �� ' �I (� � � , , TR ACT F s� �' � , 8 (y . �i� � � � 1 v \ 20 . 0 ,�. � � \� , � � � � � � EXISTING SPOT ^I ( 8218 . 40 ) � �'"' � � ,�, 8z � 3 . 6z, � � ELEVATION X �1 � � ,� � LOT 18 � , , ; . \ \ I � 0. 3919 ACRES - ' , ', W� ONC. AD BELOW� , � � � �,,� � � � � r �� AD EV. = 8212.�9 � `(8272� PROPOSED SPOT �821 9 . 56 � (8217. 2) �- - 1 _ � � =,z � \ .. I ` . � � I � � a2 � 4 � _ . _ ` ELEVATION / - . / � i � �� � � _ . 0 I � \ ,, ,, �� � ^I � -�"^'� � N o R GE � TOI REMOVED A � BOULDER WALL TO BLEND W / Drawn by: JC � � � G= 34'S1 ' � �� � � X 8 Zo 2 x � �' � �' ' 822 Y42E uP ezz � . a2 �EN �R G / � _ _ � LANDSCAPE BOULDERS p R = 169 . 5 ' . I �E , ( NOT TO EXCEED 4 ) �" L= 103 . 10 ' o � 5 . -»0 � : __ : . _ _ � � � ` 92 65 8220 . 9 � � � `� C LEh = 101 . 52 � � N , 8220 . 42 ' rIE 1ED STOtJE � � BRG = S 10 '26 ' 26 . 5 " E oRivE i °0 ^ ,� � PArio � 1 \ ENTRANCE �I �1z FAMILY FFE g210.42 22 ' 1 � �I 82 2 r. �s -}- � � o ; --� \ ` Z \ ; N J ( CALC ) �= 34'49 ' 58 " � �I 2»`�`� �. � r+ enreo, oNe � � \ , r1EATED DRIVEWAY YIEATED DRIVEWAY � . 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ROW U C LEN = 101 . 47 ' i ,; 12 a � ' ` BRG= S 10 '27 ' 27 " E � \ rw a . a � � � �� 822 9 L B . 82 O .O 8W 82 i O .A2 2� � \ � wCN�OC ti ATEDN I si (8218.4) y \' - � '1 f � 4' WIDE , 2" INVERT � ��9 X � 8 \ � U EDGE PLOWED ROAD � o \ ° �� � (6218.4) c� � g� � 1� J (a2ie.e) a z2 � � x N ^ � J =I ' x '� C 8219. a2 I 9 . 96 " / (8216.6) FINISIIED GRADE VARIES G � � , + r � 'S imcc � � 2a � ' EDGE OF / ` \ � � - SEE PLANS �� � I � . ` P,2 I 9 .82 � PATIO / TS 62 I 7 . 92 6 RISERS I � = til 224 . 3 I 2" RUNS � I - _ / 1 \ BROWNSTONE BLOCK BOULDERS r ^ , v � � 82 I 9 . 77 � 1 \ \ � (8220. 6 ) � � L�•` seF sPecs . � '- ' - --/ ��X � '� s � (82 �g� � \ 8 20 . 92 � � 1 � I I � � � / I� 1 �' 3/4" CRUSIIED GRAVEL I 822 ' � 8'L $ r � (8217.2) Ar / �� /� �� 15 . 0 � 1 STONE WALL "" � � i� � � X +� �� ' `� :s' � SEE ARCf11TECTURALS �-� I � ro _ � �� � + 11P 8 4 . � ' � ° 22A � � � BUILDING SETBACK � 3 � � � o � ELECTRIC METER Z � = � I �,P (8216 �) � FENCE • � FILI ER FABRIC � I i � � � SEE ARCNITECTURALS � � I __ p = ��A�F RMER � 220 03 822 � 7.0) � � � � �� - � � U � � r- I � � � - 82 1 9 . 47 � � 1 _ � � � ! r ^ • r� 1 �` \/ ` 1 _ � �6' WITNESS CORNER - �- - � � `- 82 � 8 " -- ' ` w v � ' ( 8222. 5)+ - - TO W COR LOT 17/18 � - - --- _ UTILITy � FOUND PIN AND ALUM . CAP - - EASEMENT � 15 . 0 ' �1 � LS# 26598 N - � � ADJACENT PROPERTY LINE ��~ e'A ^ - � _ _ � __ ���� �--- uNCi�� uRer �', ' BBRYIB� U�DERS ,' TREE LINE EVE4GREENS � --_ _ _ '�� --- -� +� NArive s� � � �;� � / � �� / ` N 83' 01 ' -' - - � � �� C� � w 174. 45 ' ' ' 1- _ _ 1_ � - � / , _ � � � - - - = = _ _ � - - PHONE PED BOU LDER WALL DETAI L O � / - - - - _ _ _ _ _ ! _ , � � � SEWER MANHOLE 15. 4 � DECI TREE WITH . . K � - - �_ � � _ _ � � � INVERT EL= 8214. 25 S/�" (� Y�j�E ' 3i5/� �j �� p9- 1,5 TRANSFORMER MEAS. RIM EL= 8224.04 // 'T' � ��; �� 7 S�� 1 . PROVIDE APPROVED FlLTER FABRIC BEHIND WALL TYPICAL �i � 3! � � G�����'�s LOT 17 EXIS11NG STONE WALL ON � � � I $ NEIHBORING PROPERTY 2. BUR`! FlRST COURSE MIN. 1 /3- 1 /2 OF BOULDER. � r� 3. INSTALLATION TO BE INSPECTED AND APPROVED BY ARCHITECT/LANDSCAPE ARCHITECT. J� /'\ h , � �1. ,J 4. INSTALL AT THE DIRECTION OF IANDSCAPE ARCHffECT IN FlELD. �`N iy"�PLIG/1�J �S ��f�ill� /T /� _ �i 7�'y l 5. CREATE VARIATIONS IN THE WAIl FACE TO ALLOW FOR PLANTING POCKEfS. N / ADJACENT PROPERTY LINE TRACT B � / VAI L VI LLAGE SEVENTH FILING � I ; `'`' E I { s i 0' 10 ' 20 ' 30 ' _. , � _ � r � . � � _ BUILDING OUTLINE �' � � /� ����'G� Z� � ?� � � � / gz�f - �2 � 9 l�� Z5 � �/ � �zYy � � 2� 9 � ,z,s � � 3 �Zf f -- g21�1 � 27 ( � f S�y� - �zr� ��J ar ' � c"�,�..,�t � �l��f _._. �Zl� � 5 � ; - - - - - - - - - - � �« � 1 - - - - - - - - _ - - _ � _ FWND *4 NEHM M7H YfllDr/ � _ � � _ � _ - -_ - ' -- " �� lS/16401 � � �� N BT16 W 183.SB� - - - - - 8���f --�-� �u 9 �� 2,5 � � � � ��1 \, � - - - - - - -- - - - - - - - - - - - - - - - - - -�� � �� �� � e�ar� wnr 2d ou mu�K � \` � 7 � Z� � z� � ; �,T� � _ _ _ _ � � Z �(Q � , (aaa4) t � � � � Zl9 Z , � �, � ` vQ ' ���° - � ,� Drawn by: JC -- (/ � l � �- v2� '3J � �, \�. � ,1 TRACT F 1 �A, 1 ` 9 � i Bu� 2� � � `� 1 1, OO Shady Grove Landscape �� � z� _ g�� � ' � � , � , ^ 1 � Architecture (SGLA) herby // �Z �� 3 �°21� � � 1 reserves its copynghts and ` ( !/Z� Zg � ° , �, other property r� ghts to � deas /� �jL ��j �- O � �34�� ' � . 1 1 and concepts presented in > > � � � �-ioa.o' � these plans, illustrations and _ SECTION A - FENCE /WALL RELATIONSHIP � 3 a�y5 -- 8z 16 � y � � �-� �.52' , , ; des� gns . SGLA expressly s'��h� f BRG�S 1026'2s.5• e i I ,1Z disclaims any responsibility =;� ; _ `� �Z� ` � Z �y �j J (CALC) G�34'49'se• ' 1w from any unauthorized use of ro', Q� 7 � � L-103.05', �°�0.0� RIVEWAY I ,934 SF I 1 �� notes . plNo ortion of th sd J.� , _ �.� /� " � � � _ v` � S �✓z � eacNS iazTzY e SNO� STORAGE REQUIR�D 1� p `A`� � �' document shall be copied or '��:, � � /� � 7 ,/w � � � � 1 W 2 �0 + SF AVAILABLE � � � w � e�za =: 1 , ! - - � ( !, [ ( g � � >>�. � 7 � �� ` $ Z , � � � � � ; , � reproduced in any form or F � Z � J 1�°'- manner , nor shall they be EXISTING � VERGREENS ,[ 3 � ; �,.� 1 � ass� gned to a third party, ,�' ��f' `� ZZ �Q - BL �� 33 � i I I � w� thout f� rst obtaining the � S ZY3 � (/L�� 3j + ����t � 1 ` authorized written consent � i i � ��. �`� of SGLA. I zv �Z � � `- � 2!1 3Z ' i � ' �� �« Date issue � �� I "� SNOW �� �_ � (Ttr.) 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