The URL can be used to link to this page

Home My WebLink AboutB12-0584 approved plans Ua ,�r Z W � � 3 3 -v ,,,� � W�� o ;' �`r Z.14 1� : ~z� °� � `� �� ,' , _ , � ��_ �� :� �°� �- 2572 �C�J F�� I NA LA�J E °�� ,, o�� ` � � � � � '� � `� 'f�:. 't Zuz"'Da '�,��, �� "°�� ,�.��'��:��... V /"'1►I � V Q �� I"''►� V a E�n�$ < < � , � s. e . �—,�w � � 3 �� _ 7 0 I ^'$ /�' �, w �m d, � � � i � �/ u� � �� f � . �8; 3 a NOTE:LOCATE NEW WALL SUCH THAT i' ,�� C R�,1,1V L S PAC� WAL L R E-B U � L D = �� INSI�E FACE OF EXISTING�XTERIOR S7UD �� WALL ALIGNS WlTH INSI�E FACE OF NEW �� ,�� 1 �°'� � CONCRETE WALL ��f ir �I �o� '/ A� ■ \ }a'°: � J � / �''��'� �'' 1SSlJEa F4R BUILDING PERN'll� � , , �< ��"` �� BELOW GRADE 3 � ` � 2l 14113 , � , � EX]STING CO�ICRETE WALL ,' �.� �2 � , � � , �' �� AB�VE GRADE , � � � '� PR�JECT DII�ECT4R`� Z , � ¢ , � �i� f� EXI5TINGUNFINISHE� J ° �� ; /� FLDOR 70 R�MAIN COh�TRACTOR STRUC�'�JRAL ENGINEER J Q � . s` � SRE BUfLD9NG ASSOCIATES KRM CQ�JSULTANTS, INC � � U � ° � r ,�� PO BOX 6376 PO BOX 4572 Z � � � � ��, NEW 8"CONCRETE WALL, VACL, CQ 81658 VAIL, CO$165$ � � � ,� i REF STRUCTURAL DWGS � � � � 970-$45-6359 9�0�949-9391 � Cn v a / ,�� CONTAC7': STEVE ELICKER CO�tTACT: KIM MCGHEE W � o �f`�,' F1 STEVE@SREBUILI7S.COM KIM@KRMCOI�SULTANTS.C�OM V � > � �' ,� CV � � � ,' EXISTING GOLUMN � o � �� / ARCHITECT � " . ' � N i � �' ZEHREN AND ASSOCIAT�S, INC. � �` W2 W 1 ,�� ,� ABOVE GRADE B�LOW GRADE AVON, CO$6620 �� 97�-949-�Q257 � �`�``.i� � CONTACT: MICNAEL RODENAK �„� �\ �� MICWAELR@ZEH�REN.CClN1 � a*� �� `' NEW 36"DaORa A 2l94f13 BL�G PERMIT 1 6 REF DOOR DE7AILS GENERAL N�TES - 1. DO NOT SCALE QRAWI�JGS,THE CONTRNCTOR SHALL REPORTS ANY D15CR�PANCIES OF2 CONFLICTS CONTAINEQ 1NITHIN TH'ESE DOCUMENTS IMMEaIATELY 70 THE ARCHfTECT PRIOR TO GENERAL C�MMEI�CEME�J�OF THE WORK. NOTES Hc 2.ALL BAS1S OF bESIGN PF20DUCT5 IDENTIFIED ON THE fJETAILS SH/ALL BE INSTALLED PER KEY PLAN Pu'IANUFACTURERS STANDARD REQUIREMENTS I�NDER MA�VUFACTURERS RECOMMEDNE� "°°�""" °"'� �a�zz�ii.ao >>nsns CONDIT10�15 (i.e. SURFA�CE PREP, WEATHER, ETC)AND INCLUDE MANUFACTURERS STANDARD ,,,�„�„n �n � KEY PLAN �+4��+NTIES WHERE APPLICABLE. �uR DK �o.o� ��.��= ��-�� RECEIVED ��A0.01 By David Rhoades at 2:29 pm, Mar 04, 2013 Uo Zw � 3 3 Fi� —w Qi �� Su �'� Q�� x INTERIOR EXTERIOR INTERIOR EXTERIOR o�� ¢<�S°�$ �3�3 �:.i.Y'"a'�=ae. � I �� r� f � � W �� M � I � t,%.o"' �' � I—I I I— P d If . c� �j, I I . � d�� il Y 14•+; :� i� 4�� 3 � � , � , �hli�n K�r � � I I I I = -�� CONC FOUNDATION WALL, REF ��" �,+�/ �� p �T I I CONC FOUNDATION WALL, REF w ��a � i� STRUCT DWGS FOR THICKNESS �,,: �� %,4��i I �,: STRUCT DWGS FOR THICKNESS N S°a � j � AND REINFORCING �`�,.\��p F� i� I I I I AND REINFORCING � � i�� REQUIREMENTS �;i4� �`� o p I I REQUIREMENTS $ � I - I y� � � �� 3 � I . I I I.�: I.. � COLD FLUID-APPLIED � — COLD FLUID-APPLIED j I`:: WATERPROOFING,TREMCO i= I I WATERPROOFING, TREMCO v n j ; TREMPROOF 260 OR APPROVED o �� i I I I— TREMPROOF 260 OR APPROVED �4';' EQUIVALENT i _� EQUNALENT W ifr•. i- III Z I � � � METAL LATH � � �',. I I I I_I I DOU�RSE,E REMCOOTREM RN a Q � ° I i I I I—I DPI OR APPROVED Z � � �, � j�.; TRADITIONAL 3-COAT �� ' I I — EQUIVALENT � � � N I -. STUCCO SYSTEM, FINISH i I I I I I I Cn � j�' COLOR TO MATCH EXISTING � Q W � a � � i ' � °`i I I I I II I�ENGKNEER ER STRUCTURAL � > j � � �f � i i i�'-� N � � I r- I U D i ',:: D iT � N �� a� � NOTES: NOTES: n v„na e�ocPeeu.i* 1. WALL ASSEMBLY 2 FOR USE AT ABOVE 1. WALL ASSEMBLY 1 FOR USE AT BELOW GRADE CONDITIONS. GRADE CONDITIONS. 2. INTERIOR SPACE IS UNFINISHED AND 2. INTERIOR SPACE IS UNFINISHED AND WALL UNCONDITIONED CRAWL SPACE STORAGE, UNCONDITIONED CRAWL SPACE STORAGE, ASSEMBLY NO INSULATION REQUIRED. NO INSULATION REQUIRED. DETAILS �� a� zo,xzx,,.00 „nsnz pANMlI O(OIDf/ n EXTERIOR WALL ASSEMBLY TYPE W2 � EXTERIOR WALL ASSEMBLY TYPE W1 °°T"°A1 01 A1.01 1 1/2" = 1,_0" A1.01 1 1/2"= 1'_0" ,,,p,m , Uo Z� 3 3 W � 2� 4 �— 'om ,[a'F� .. � Q Z� ^m� �`� �.. ' Udt �g �� f� , ��. � Zt� l; � �F Q�,�g � `�� p � � � y ��o W�� D�(�/�,�GtJ�� Z�z�a� �, _ {' Q<5°�$ ?�3 .. � ! Z V � �°-A�°�'�.�� o '.� `ry—n:� � m e g P < � a✓ r a „o„� �/ a g�° 3 � _ -�4'� a I ' REF PLANS FOR SLOPE �`•�` i ' W g��a � � . STUCCO FINISH N 9oa � a i ti _________ T/O EXISTI_N__G FLOOR„ � WZ �i MTL LATH J �� G I - f �8 � 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_ EXISTING GRAVEL TO REMAIN �3 � COLD FLUID-APPLIED I I i I . WATERPROOFING, EXTEND 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 L� � ,, TOUNDERSIDEOFEXISTWG I--IIIi � �III, , ,I_I_I� iiIII III iilllii�Ill, iilll i III I c i STRUCTURE ABOVE I I I I I I � ' � � - I EXISTING COMPACTED EARTH W � , BASE WEEP SCREED TO REMAIN Z � ' MTL FLASHING WITH DRIP Q J ` � i . z J p s i� � T O P O F G R A D E,V A R I E S Z Q � e � F. � > � w SLOPE � � -- I— O = a � � I I I II II I I I I� II I I I I 2 x 4 PRESSURE TREATED WD � N V � O W J � F1 � I — TRIM WITH DRIP NOTES: U � > � � I� TERMINATE DRAINAGE 1. THIS IS AN EXISTING CONDITION TO N c I I I P�I I I I I a I I I I= COURSE AT GRADE R E M A I N, N O C H A N G E S P R O P O S E D. � c° a i I 2. INTERIOR SPACE IS UNFINISHED AND N I I I 'I� li �I I I I I I I I I� CONC FOUNDATION WALL, j I REF STRUCT DWGS UNCONDITIONED CRAWL SPACE STORAGE, � I I_ � NO INSULATION REQUIRED. �i W1 — a � �,� an � N ]tlNiJ BL�GPERMIT FLOOR AND WALL DETAILS �� a� zoiszzii.ao iins/i� � Mlk ��DK n STUCCO TERMINATION AT GRADE � FLOOR ASSEMBLY TYPE F1 1 A'1.02 1 1/2„ = 1'_0" A1.02 1 1/2"= 1'_0" � �„�•02 Uo Z� � 3 3 � vi o '�^'� �� a, �� 'en r f^ -.. \� F-7 ,�,,,�y� .''`i.G ' QiC a� � �o � . '.i/— �. Udt sg P� Z•14.t3 ' �� ,,; c k4SEl1�I' �G�' �+ �6's�.:�cr�^----' Z=� �� PLAN CONDITION � �,,�� SECTION CONDITION ¢`5°�$ �3�3 � �� ._�� Z � :,a% u, �e$ a EXSITING CONCRETE —` � ' d FOUNDATION WALLS � s g�� 3 � � , _ �� EXSITING EXSITING STRUCTURE � � WATERPROOFING i ABOVE TO REMAIN W ��a � � � j EXSITING EXTERIOR N 5°a � 6 STUCCO FINISH E X S I T I N G S T U C C O FW I SH � a i : LAP NEW �� 3�� h WATERPROOFWG 6" BACKER ROD AND LOW Ij;• OVER EXISTING �� I :` MODULUS SINGLE PART Q i� � �__ i � POLYURETHANE BACKER ROD AND LOW � ; a � � MODULUS SINGLE PART a i ; SEALANT SUITABLE FOR i � DYNAMIC CONTROL i - POLYURETHANE I :. a I ' � I ': JOINTS, TREMCO � � SEALANT SUITABLE FOR � . � :'. DYNAMIC CONTROL � DYMONIC OR APPROVED W I : JOINTS, TREMCO i : EQUIVALENT, BOTH SIDES Z j : DYMONIC OR APPROVED � r OF WALL AND AT STUCCO Q u � � E Q U N A L E N T, B O T H S I D E S c I -s TERMINATION J = 1 "' OF WALL AND AT STUCCO � Z Q � e � ' TERMINATION � " � I '. W2 j : STUCCO FINISH W2 i ' STUCCO FINISH ' � � O � a i c i :. � N � N i ; � �� i ; MTL LATH � i , MTL LATH O � ; N I ) I , U � � - COLD FLUID-APPLIED � COLD FLUID-APPLIED N � � ' WATERPROOFING, EXTEND � WATERPROOFING, EXTEND 1� o a i • TO UNDERSIDE OF EXISTING � � TO UNDERSIDE OF EXISTWG N � ,, I ' STRUCTURE ABOVE � i : STRUCTURE ABOVE I :: 1 ; � , � , � CONC FOUNDATION WALL, � , CONC FOUNDATION WALL, i � ' REF STRUCT DWGS j '. REF STRUCT DWGS a i ' a � ' �a� � l� ]/14/13 BL�GPERMIT NOTE: NOTE: SEALANT COLOR TO BE SELECTED BY ARCHITECT SEALANT COLOR TO BE SELECTED BY ARCHITECT STUCCO FROM MANUFACTURER'S STANDARD COLOR RANGE FROM MANUFACTURER'S STANDARD COLOR RANGE WALL TO MATCH ADJACENT STUCCO FINISH TO MATCH ADJACENT STUCCO FINISH DETAILS .��, a� m,z:z,,.ao „nsns n STUCCO TERMINATION AT EXISTING WALL n STUCCO TERMINATION AT EXISTING BEAM ��R �� A1.03 1 1/2"= 1'-0" A1.03 � �/2" _ �'-0" A1 .�3 ._...,. .__ Uo .n�'? Z w �'�� \\ '% � 3 3 � '� '� V"3 WZC �R ,��" r 1.�'�•►3 � �� Q�G �a � �� ;, vs� °�"s I �' -� ✓, ' O u .�� I r�° ��l,�G(.�_"" N�� & i C� 1 �. I �I k F L!' �r Q�� g�� ii � I I I I � .'i, d 6 J Pi�;`/� ° �_ "' � (, � Z U='u '�v'` F' ° ; I I I � ��`� �.�� PLAN CONDITION ZS°�$ 3�3 ' —I I I il h .:-" � CONTINUE WATERPROOFING i f ' I- TO BOTTOM OF FOOTING W '�� q � i ' EXSITINGCONCRETE �.gd °� �o�� o � I I I I i FOUNDATIONWALLS � �y'&6a � � �' . I I 2U£aa( 3 P —III ' 'il �ii � , III � II —_ � S< I —I I I I I I I I ' I I �a � I I I I � I WATER ROOFING W �� I I I I I I � I I I I I a j I I �� EXSITING EXTERIOR N g6� � I I I I I I � I I I L �� I I I_ STUCCO FINISH C I I —I I� I I I I I I il ' ! WATE ROOFING 6" �� 3�� I I—I II I � I I li I I I— OVER EXISTING q I I I— �j I I I a G i I I I MODU US�S NGLE PART II—I I � I I I i I POLYURETHANE —I I I— � I I ° j I = SEALANT SUITABLE FOR W � � � i I DYNAMIC CONTROL I I—I I v � I I I I � - JOINTS, TREMCO Z � i I j ' DYMONIC OR APPROVED Q � —I I I 4 i I I EQUIVALENT, BOTH SIDES J � — I CONTINUE WATERPROOFING I J � � —I I—_ TO BOTTOM OF FOOTING � I_I I OF WALL Q Q Oo .y I � - - � . ,-- Z � � I I III W, - _ > - — � TERMINATE DRAINAGE i I i O ; — — — _ � I I a � I I—II COURSE AT FOOTWG c I - DRAINAGE AND PROTECTION BOARD, � � O N -- — -- I I C/� �, — _ REF WALL ASSEMBLY . a i - _ a � II�I I I�i l ll - a i I I I I I_ O W Q N CONC FO NDATION WALL > U , � . V � � I I � � � � 3 _ -- -- - - REF STRUCT DWGS i I I � - ED COLD FLUID APPLI `� II � � I I � � � � I N a I I I I I � i , � __ � _ WATERPROOFING, EXTEND 1� � II� I II II I I I I � � � � cl _ I I I_ a � I � TO UNDERSIDE OF EXISTING � a ---- ----- — a � �� I I a � : :_I STRUCTURE ABOVE N � � PERIMETER DRAIN, CONNECT � �I = I CONC FOUNDATION WALL, — a TO EXISTING DRAINAGE i ' a a a SYSTEM � I I I= REF STRUCT DWGS — a a ��« 4 � I�I I � a� �R — Q - - A Y1G13 BL�GPERMIT _ Q a FILTER FABRIC — I I _ — — — — — — — — —II �;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 II I II I II, I I I � I I I I I I-I I I-I _I_I_ I I I , , � I F'ND'TION li I-I � I-I I I-I I I-I I I I I � WALL -� � � i � � --i - DETAILS _ II-II � �� ah xmuni.00 nnsn� ��n �n n FOOTING DETAIL � BELOW GRADE WALL TERMINATION AT EXIST WALL ,�,�" DK A1.04 1 1/2"= 1'_0" A1.04 1 1/2" = 1'_0�� A1 .�4 Uo Z� W U n 11 3 �n :a+.. ~Z� 'm� , v' �.r�,'4 M1� � US� �$ I � �: . ... � ' O6u �� I �sa� � t� , A1 .05 3" WOOD TRIM, TYP o�s� �� w z��W�� 4 x0— �` � " r� z W irz•cxnrn�anroveHws vg,.� �.� c.�, ��'S'4 Q<5°�� 3 3 `�,, r.t-. � Z ' �YMONIC(S�CKER R0� �° a BOTHSI�ES,TPEMCO 'r"T��A ^ � SFAtANT6 � ____ _______ ___ _____ . . _ . ___ �ms P EE3d03) __ _ . /I �yy a � � MANl1FACT{1REF'S OOOP � I N �k ANDFRAME�SEE � �� S�.(g � ELEVATIONABOVE)- �� m O 3 aa � I I �� BHIM6PACE I �� I p U / W �^d Z — --__—_—_ / I I Ii ........... ...:... ...:�. . �m • MANOFACTIIRERS / TMRESHOID �/ I N B i� � w% zxaw000muM I � I � � SEUANT.TqEMCO I � S �� I �YMONIC�9EE 3tOP) I � Sa / � � �3 Y SILCCOFINISH � � / � � I� / / / I / 3 JAMB DETAIL � � ,'' ' � A1.05 1 1/2" = T-0" Z � ; �' NOTE: DOOR w z � � HARDWARE TO BE Z d � , �3 ' SUPPLIED BY OWNER J o � � A1�. 5 � � � o � � � � QQQ � �i ` – Z \ � e I � � �� / � � � _ _ _ _ — � � v :I � _ — – � – � V N w: 00 � N ,a'� .- � � � � � W � o ��I � srucoorwisx CO �I -� a ,� � � I BASEWEEPSCREE� I \\� I N � > � �� i i a � I � STEEL EXTERIOR DOOR � °� � a ME,a�Fa��w� I �• � I I (JELD-WEN 60 SERIES � � � I oaia,sEnurvreeww U FUS��° I `, � 6-PANEL OR APPROVED z.aw000m��Mw�,� Z , � , N °a�PE°�E � �, � EQUIVALENT) , � . , � � Q SHIMSPACE ' � �' ilP"CHqMFER AT OPENING M � \ II \ SEAtANT 6 9ACNER ROD I \ ��m We BOTHSIOES.TREMCO I � p�h my�pR �YMONIC(SEE3d03) q L14/13 BL�GPERMIT I \ I \ \ \ , MANUFNCNRER'SOOOR � AN�FMME(SEE \ ELEVATICNABOVEj \ \ DOOR 3'-0" DOOR OPENING DETAILS �� a� so,zsz,,.00 nnsn� 2 HEAD DETAIL n DOOR TYPE A - EXTERIOR SINGLE SWING � �'R �C� A1.05 1 1/2" = 1'-0" A1.05 1" = 1'-0" � ��•OJ ��,q� �'{�r',�� :.��.•,��R.',�+.��t. � � �\ :��'�, c� w �a. �� -�: ��: f � /, :'� �3��99 ,�� ' �`,.� -�, ; �j / � _` g r �� T-- ��"� d�l'�� ///� }� �ll'� ,�-��- '��L�� '�'`' `� 10/17/2012 � q� EXSTG. CONCRETE �� o �� FOUNDATION WALL �� DWL. (N) CONC. WALLS TO Z� �o �� (E) W/ #5 DWLS. x 24" � ° m� //�/j/ DRIVEN INTO 5/$"�x4" HOLES � m a` //�// � 12" O.C. AND (2) DWLS. N °_ Z � �j // 8 IN FTG., TYP. g ° �m /� i� �� :m � = x / // �>_�>, �>_�„ �� $� �j // Y W a> �j // �j // 2 _ >, �j // �j // �j // // // T.O.W. = 106'-9f / // T.O.F. = 97'-0 � //� � � /// / � // S2 � w /j//j� 100'-0 � // // T.O. GRAVEL � // // O �j // � � � �//��/ T.O.W. = 100'-0 � VERIFY EXSTG. FOOTING � � � � � �� T.O.F. — 97'-0 � \ DEPTH AND SIZE, CONTACT � � � �� j // — < �� ENGINEER IF INTERFERES WITH � v � � � �j // \ \ NEW FOUNDATION \\��\� �//��/ — — — — — — — — —\�"\ O � � � �j // � � � � � � / ��\��%�` EXSTG CONCRETE PIER � � �� - - - - - - - - - - - - � C� � 2 T.O.W. = 106'-9f S2 T.O.F. = 97'-0 OPENING FOR 3'-0 DOOR, VERIFY R.O. SIZE AND designed by KRM LOCATION WITH ARCH. a,oW�bY KRM checked by �H P L A N issued N OR TH PERMIT 10/17/12 �O U N D A TI O N P L A N SCALE: Y4�� _ , �-o± PLAN NOTES 1. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING ��t CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. 2. STEPS IN TOP OF CONCRETE WALL INDICATED: �; S � 3. DO NOT SCALE DRAWINGS. JOB 1210—OS DESIGN CRITERIA: 2572 Cortina Lane JOB �1210-08 - ,��r��} �:��,=��f�a, �a.., Seismic Design Category ------------------------------- EXEMPT .�;��, ��'t �� %'*,�� IBC/IRC Edition ------------------------------------ 2009 �'.. :s r � ,��:�� . � T": SPECIAL INSPECTIONS: ;� ,e�r�t� ' 'k" � a. No special structural inspections are required. Periodic observations of construction by the ��'� structural engineer are not considered to be special inspections. �-, `. '� �� , �. .. �\� FOUNDATION DESIGN: � �� n�,��'�,'��' �.�"_ �. � q F a. Foundation design an assumed maximum allowable bearing pressure of 2500 psf and an o ' a assumed lateral ressure of 50 cf. �° �°' P P 10/17/2012 ? b. Footings shall be placed on the natural undisturbed soil o �rn c. A representative of the geotechnical engineer shall verify soils conditions and types during �^ " excavation. Because geotechnical information was not available at the time of preparation of Q � a 4 the construction documents, we have used assumed values based on similar sites in the area. Construction of the foundation may not proceed without verifying these values. Report any ii , EXSTG. FRAMING TO N _°c discrepancies from design assumptions to structural engineer for re—evaluation of foundation i� � REMAIN o 0 design. ii � � �� n i ! ^m REINFORCED CONCRETE: SIMPSON H5 AT EACH ii i i ' x o EXSTG. JOIST i�__� �° $° J ��---L==------------------ Y W °> a. Concrete design is based on the "Building Code Requirements for Reinforced Concrete° (ACI ii r-- ----------------- °- 318) as adopted by Chapter 19 of the 2009 IBC. ii b. Structural concrete shall have a minimum 28—day compressive strength of 3000 psi. ii i c. Concrete shall be proportioned using Type I—II sulfate—resistant cement. Admixtures containing z ��i chloride salts shall not be used. � �� d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual of � Concrete Practice. � �� e. Concrete coverage for reinforcing steel: °i 1. Concrete cast against and permanently exposed to earth: 3" VER�FY T.O.W. HEIGHT WITH �� 2. Concrete exposed to earth or weather: ABIL�TY TO PLACE CONCRETE, A. #5 bar and smaller 1 1/2" ADD MORE �"s AS REQ'D ° B. #6 through #18 bar 2" r, 3. Concrete not exposed to weather or in contact with ground: EXSTG. W10 STEEL BEAM h+-1 i �A. Slabs, walls, joists (#11 bar and smaller) 3/4" `�� B. Beams, columns 1 1�2° �i�� % REINFORCING STEEL: � SIMPSON MASA MUDSILL #5's VERT. � 16" O.C. O a. Detailing, fabrication and placement of reinforcing steel shall be in accordance with the ACI ANCHOR � 48" O.C. Manual of Concrete Practice. (PRE—BEND AROUND R TO � � b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM INSTALL) � � Specification A615 and shall be grade 60. � c. At spiices, lap bars 44 diameters. Do not weld or use mechanical spiicing devices unless � F-1 specifically approved by engineer. ° � O I d. At corners, make horizontal bars continuous or provide corner bars. Around openings and N V steps in concrete, provide (2)—#5 bars extending 2'-6" beyond edge of opening or step. 4" 4" ��•� e. Epoxy adhesive for reinforcing dowels shall be "Hilti" or "Simpson" or approved equivalent O adhesive systems. Minimum embedments, if not specifically indicated on the drawings, shall � � be according to the manufacturer's specifications. Q,' f. Metric bar size conversion table: � METRIC #10 #13 #16 #19 #22 #25 #29 #32 #36 INCH—POUND #3 #4 #5 #6 #7 #8 #9 #10 #11 � GENERAL REQUIREMENTS: 3'-0 DOOR PER ARCH. � � #5's CONT. HORIZ. � 16" O.C. L� a. Construction practices: General contractor is responsible for means, methods, techniques, � sequences and procedures for construction of this project. Notify structural engineer of omissions or conflicts between the working drawings and existing conditions. Coordinate #5 DWLS x �°0 100'-0 requirements for mechanical/electrical/plumbing penetrotions through structural elements with 100'-0 100'-0 � 16" O.C. L . � T.O. GRAVEL structural en meer. Jobsite safet is the sole res onsibilit of the contractor. All methods ` �° ° °%�'%�'%°�% 9� Y P Y T.O.W. � � . � T.O. �RAVEL 1 -4 �i��:i: used for construction shall be in accordance with the latest editions of the IBC/IRC. ,��,�� a i��`i��` b. Details not specifically shown on the drawings shall be constructed in a manner similar to the Di�oi�Di,o%�� i��i details that are shown for like conditions. These items shall be brought to the attention of ��%�%��%��` %��i�� the structural engineer as soon as possible for approval. Approval shall be obtained prior to (2)—#5's CONT. ��!��%�� oii 2" installation. HORIZ. TOP & BOT. �!�� c. All waterproofing and flashing is the responsibility of the architect and contractor. �i, #5's CONT. HORIZ. � 16" O.C. d. It is the responsibility of the contractor to contact the structural engineer at the appropriate (2)—#5's CONT. HORIZ. designed by KRM time to erform site observation visits. Observation visits to the obsite b the en ineer are #5 DWLS x °0 TOP & BOT. KRM P J Y 9 I drawn by for determination of general conformance with the construction documents and shall not be � �6" O.C. � (2)—#5's CONT. IN FTG. (2)—#5's CONT. �N FTG. checked by �H construed as inspection. ��_4 issued e. Though every effort is made to provide a complete and clear set of construction documents, 2.� discrepancies or omissions may occur. Release of these drawings anticipates cooperation and PERMiT �o/�7h2 continued communication between the contractor, architect and engineer to provide the best 97�_Q • g��_p possible structure. These drawings have been prepared for the use of a qualified contractor T.O.F. °� °° , a, T.O.F. °� ° m experienced in the construction techniques and systems depicted. ° f. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, ° � ° � framing, foundation and anything else that may affect the work shown on the drawings. �° Underpinning, shoring and bracing of existing structures shall be the responsibility of the a d ° contractor. PERIMETER DRAIN ��_0" 8" 1'-0" PERIMETER DRAIN ��_0" 8" 1'-0" PER SOILS ENGINEER PER SOILS ENGINEER 2'-8.. 2�_8,� sheet 2 SCALE: X�" = 1'-0" � SCALE: YZ" = 1'-0" � � S2 S2 JOB 1210—OS