Loading...
HomeMy WebLinkAbout9265 W. 49th AvenueMARTIN /MARTIN CONSULTING ENGINEERS '11,0000 'P April 7, 2010 City of Wheat Ridge 7500 W. 29t' Ave Wheat Ridge, Cc 80033 Re: Caesar Apartments - Elevated Slab Replacement ?.Za5 W. Al el TA Ave Martin/Martin Project No:21623.S.01 @x.12.) CU 00033 To Whom It May Concern: Martin/Martin, Inc., as Structural Engineers-of-Record for the referenced project, state as follows: To the best of our professional knowledge, belief and opinion, the design of all structural features of the project is in accordance with applicable building codes and ordinances to the extent that they apply to our portion of the work. 2. During the course of construction to date, we have made periodic visits to the site to observe the progress and quality of the construction. To the best of our professional knowledge, belief and opinion, and based on these limited observations, we believe that the structural work currently in place is in substantial conformance with the Contract Documents, and meets the structural requirements of applicable codes and regulations of agencies having jurisdiction. 3. Our site observation for inspection of the structural slab reinforcing was provided prior to the concrete placement. All discrepancies noted were addressed prior to concrete placement. .incerely_ Lawrence E. Kemp, P.E. Principal G NROMCTS\21623_O1\WP CompLh_21623_01_Apr_9_2010dtdoc 14' -9" APT BLDG (E) CHANNEL, TYP (E) COL, TYP APPROVED Subject to Inspections Wheat Ridge Building Dept. Date: Signed. Plan checker APT BLDG REPAIR AREA SHOWN AS UNIT 9235 SECOND FLOOR WAL KWAY TYP 314" TOOLED CONTROL JOINT, — A SEAL PER DETAIL 3/S1.10, TYP 3 S1.10 CJ 2 S1.10 REPAIR STEEL CHANNEL REPAIR STEEL COLUMN AT FND LEVEL REPAIR STEEL STRINGERS REMOVE AND REPLACE DAMAGED HSS 1x1 AT 2 HANDRAIL SUPPORT CJ S1.10 2 � 2 �S1.10 TCJ, TYP 1 " 3 1 S1.10 ,vr S1.10 TYPICAL STEEL AT COLUMN, CHANNEL, BEARING ANGLES, AND STAIR STRINGER REPAIR CRITERIA: 1. TEST PAINTS ON EXISTING STEEL MEMBERS FOR LEAD CONTENT. ABATE PER OSHA STANDARDS AS REQUIRED 2. REMOVE ALL RUST WITH GRINDER OR WIRE WHEEL TO BARE STEEL 3. NOTIFY ENGINEER IF DEPTH OF RUST EXCEEDS 1/16" 4. PRIME WITH ZINC RICH PRIMER 5. APPLY FINISH COAT TO MATCH EXISTING 6. NOTIFY MARTIN /MARTIN OF ANY OTHER LOCS WITH VISIBLE RUST CONDITIONS :.. w 5 c —T PLA VIEW 3/32" = V-0" A Z! F Z ' p W M Z Qoi x � ' W F_ 0; U � w F N O _' Q 6J M 2 €i Q m� REVISIONS N0. ISSUE DATE .. PR9JECTNO: 21623 si DATE: 7116 UNIT 9235 PLAN VIEW SHEET NUMBER: S1.00 0 i c 0 C S1 1 1 0 a N U I� �a Ri w a J� and V wawa CJ 3 10 CJ APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Date: CO Signed: Plan checker Q�r10E f A ' S 8355 Po, C �� 3/4" TOOLED CONTROL JOINT, TYP SEAL PER DETAIL 3/S1.10, TYP 1 �CfOa�' �e /a 6t)q,i�w�/ APT BLDG \ GId zf 3 /� is 0' S1.10 h TCJ, TYP (E) CHANNEL, VP ` 2 S1 � µ ,` 2 S1.10 REPAIR STEEL COLUMN 10 AT FND LEVEL 2 REMOVE AND REPLACE STAIR TREAD,. CLIP ANGLES AT 2 LOCS WERE ANGLES ARE SEPARATED FROM STAIR STRINGERS, ANGLE SIZES AND AP WELDS TO MATCH EXISTING PAINT PER REPAIR NOTES —4' -1" (E) COL, TYP ES1.1O lea g'� � �-• Y a „'. fir? � s� 'I� a' i �. .: .. ,� ,� � .. � k G `F� € - v; APT BLDG REMOVE AND REPLACE BEARING 1 ANGLES AT UNIT 9265, VIF SIZE AND ±VIF S1.10 EXISTING CONDITION. MATCH ~ EXISTING SIZE AND CONNECTIONS. TYPICAL STEEL AT COLUMN, CHANNEL, BEARING ANGLES, AND STAIR STRINGER REPAIR CRITERIA: 1. TEST PAINTS ON EXISTING STEEL MEMBERS FOR LEAD CONTENT. REPAIR AREA SHOWN AS: ABATE PER OSHA STANDARDS AS REQUIRED 2. REMOVE ALL RUST WITH GRINDER OR WIRE WHEEL TO BARE STEEL 3. NOTIFY ENGINEER IF DEPTH OF RUST EXCEEDS 1/16" 4. PRIME WITH ZINC RICH PRIMER 5. APPLY FINISH COAT TO MATCH EXISTING 6. NOTIFY MARTIN /MARTIN OF ANY OTHER LOGS WITH VISIBLE RUST CONDITIONS UNIT 9265 SECOND FLOOR WALKWAY PLAN VIEW 3/32" = V -0" N z, <_ VJ °� w M .F; Z > o ,. Q o ! C � o � �w LL 04 D i Q N o e. � s 0s Q s M Z Q 04 €' N0. I ISSUE I DATE l e PROJECT NO 21623 1 s� DATE: 7116/2009 „,F SHEETTITLE: UNIT 9265 PLAN VIEW SHEETNUMBER: S1.01 0 a c 0 N N w 0 0 U Vf� w w � a - NQ 0 w � r W ('J N� Z o� w wawa ZI". F w (E) HANDRAIL 3/16 - SEAL PER 3/S1.10, SIM f�'� / Sf F P r APPLY A BROOM FINISH �S a355��'0 al= amSmP g CLEAN AND PAINT SLOPE o 0 1x2xCONT ROUGH CEDAR TRIM (E) C5X6.7 TO 0 W BOARD, PRIME 6 SIDES AND REMAIN 1/8 / FT Lo o PAINT TO MATCH EXISTING. p U- PROVIDE COLOR, AS G APPROVED BY OWNER STRIKE FLUSH W/ SURFACE PROVIDE BRACING OF (E) C5 AS DOW CORNING 756 REQUIRED. EPDXY COATED WWF 44 W4xW4, SILICONE SEALANT PROVIDE CLASS A TYP CENTERED 2 FORMED 1/ FINISH #3x1'- 4 " @48" OC BOND BREAKER TAPE DEMOLISH EXISTING AND AT EA COL, Co W Co IRREGULARITY CONCRETE SLAB AND EPDXY COATED g REPLACE AS SHOWN Q t' E� g e 3/8" SEAL C w P a Co 2 NO SCALE SLAB DETAIL z Cn = 0 e ,SLOPE PROVIDE UNIT COST TO LU a Q �— �, o # r 1/8� " / FT REMOVE AND REPLACE — a, PROVIDE TOOLED (E) SLAB NEW SLAB UPPER BEARING ANGLE W Q a CONTROL JOINTS FULL LENGTH OF DEMO'D °��, w (TCJ) AS NOTED OR SLAB WITH GALV ANGLE (� Q � Co w AT EACH COLUMN TO MATCH EXISTING a %I LINE AND AT MID 1/8" RECESS � REVISIONS 1 SPAN BETWEEN z r" (E) ANGLE, REMOVE N0. SSUE DATE 6� 0 SHORE NEW CONC a COLUMNS, MIN o w �, gs M C' SLAB FOR A MIN OF AND REPLACE WITH DOW CORNING 756 ; of GALV ANGLE TO E 3/8" SEAL SILICONE SEALANT 0 14 DAYS BOND BREAKER T MATCH EXISTINGAS F NEEDED, RE:PLAN N _~ APPROVED 3a (E) WOOD FRAMED "£ ubject tc Field inspections WALL `P heat Ridge Building De t. DEMOLISH EXISTING Pi 9 p CONCRETE SLAB AND PROJECT NO 21623 DATE: 7/1617103 e Date: / / REPLACE AS SHOWN OMARTINIMARTIN 2006 a DRILL AND GROUT 6" #3x1' -6" DOWELS @16" OC SHEETTITLE: EPDXY COATED Signe : 2 Plan checker DETAILS a =E : :b SHEETNUMBER: eg 3 NO SCALE CONTROL JOINT (CJ) DETAIL 1 NO SCALE SLAB TO (E) WALL S1 .10 7 1 i4 GENERAL NOTES Z!e 1. GENERAL: Q ; < 5. SUBMITTALS AND SUBSTITUTIONS: 1A. ENGINEER: REFERENCES ON THE STRUCTURAL DRAWINGS TO'ENGINEER' MEAN THE 5A. Z= STRUCTURAL ENGINEER OF RECORD. OTHER ENTITIES ARE SPECIFICALLY NOTED AS - IF THE CONTRACTOR REQUESTS A CHANGE FROM THE STRUCTURAL DRAWINGS, IT SHALL BE s "CONTRACTOR'S ENGINEER ", "MECHANICAL ENGINEER ", ETC. APPROVED AND DESIGNED BY MARTIN /MARTIN, INC. PRIOR TO SUBMITTING SHOP DRAWINGS. VARIATION SHALL BE INDICATED ON THE SHOP DRAWINGS. CONTRACTOR SHALL COMPENSATE M E 1B. THESE NOTES SUPPLEMENT THE SPECIFICATIONS, WHICH SHALL BE REFERENCED FOR ADDITIONAL MARTIN /MARTIN, INC. FOR MAKING THE CHANGE. REQUIREMENTS. - CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE IN SUBMITTALS - ALL SHOP DRAWINGS SHALL REFERENCE THE STRUCTURAL DRAWING NUMBER AND DETAIL Y 2. EXISTING STRUCTURES: USED TO PREPARE THE SUBMITTAL 2A. CONTRACT DOCUMENTS HAVE BEEN PREPARED USING AVAILABLE DRAWINGS AND SITE - SUBMIT A STATEMENT OF RESPONSIBILITY FOR THE CONSTRUCTION THE LATERAL LOAD Boa.. cE '•�� OBSERVATION AS PERMITTED BY ACCESS RESTRICTIONS DURING DESIGN. RESISTING SYSTEM IDENTIFIED IN THE DESIGN CRITERIA IN ACCORDANCE WITH IBC SECTION 1706 • �N f 2B. DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE 5B. SUBSTITUTIONS: ARCHITECTS APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS '•.7��� 09 •'� NOT NOW KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION. CO •• X NOTIFY THE ARCHITECT OF ALL CONDITIONS NOT PER THE CONTF ACT DOCUMEWO C. NONCONFORMANCE: NOTIFY ENGINEER OF CONDITIONS NOT CONSTRUCTED PER TH INCLUDE: C ONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH CORRECTIVE WORK. SUBMIT PROPOSED - SIZES OR DIMENSIONS OTHER THAN THOSE SHOWN Subject to Field Inspections REPAIR TO THE ARCHITECT FOR ACCEPTANCE. CONTRACTOR SHALL COMPENSATE MARTIN /MARTIN W - DAMAGE OR DETERIORATION TO MATERIALS AND COMPONEN S Wheat Ridge Building Dept INC. FOR DESIGNING THE REPAIR. ry - CONDITIONS OF INSTABILITY OR LACK OF SUPPORT - ITEMS NOTED AS EXISTING ON THE DRAWINGS BUT NOT FOUN $` %f FIELD 55 OSHA STANDARDS: � A. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. NOTHING SHOWN C f w 2C. PREPARE DIMENSIONAL DRAWINGS OF ALL DISCOVERED ITEM .Signed: Plan check r N THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR THE Cn ~ > "''• z ONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS. C/) W o 2D. ALL BIDDERS TO VISIT THE SITE TO OBSERVE EXISTING CONDITIONS PRIOR TO PLACING FINAL BID PROPOSAL. 6B. THE CONTRACTOR SHALL ADD ALL NECESSARY BOLTS, ANCHOR BOLTS, PLATES, STIFFENER Q LU s PLATES, STABILIZER PLATES, BRIDGING, BRACING, BEARING SEATS, COLUMN SPLICES, ETC., AS o a E 2E. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRUCTURAL CONDITIONS PRIOR TO SUBMITTING WELL AS CLOSURES FOR OPENINGS. IN ADDITION, FIELD WELD ANYTHING THAT MAY BE Q W Q SHOP DRAWINGS. CONSIDERED A TRIP HAZARD, SUCH AS SHEAR STUDS, AFTER PROTECTIVE DECKING IS INSTALLED. °� Q C) w 10— e =: M = gs 2F. CONTRACTOR SHALL MAKE ALLOWANCE FOR THE RESOLUTION OF SUCH DISCOVERIES IN THE 6C. WHERE THE STRUCTURAL DRAWINGS APPEAR TO CONFLICT WITH OSHA REQUIREMENTS, THE U ¢ °' CONSTRUCTION SCHEDULE. STRUCTURAL DRAWINGS REPRESENT FINAL CONDITIONS ONLY. THE CONTRACTOR SHALL ADD ALL REVISIONS a � ERECTION FRAMING NECESSARY TO COMPLY WITH OSHA. N °. I SSUE DATE 2G. SUBMIT A DIMENSIONED DRAWING OF ALL NEW OPENINGS THROUGH EXISTING STRUCTURE AND g "d SECURE APPROVAL PRIOR TO CUTTING. DRAWING SHALL SHOW VERTICAL & HORIZONTAL LOCATION 7. CONSTRUCTION ENGINEERING: gt AND SIZE OF PROPOSED OPENING. 7A. THE STRUCTURE DEFINED ON THE CONTRACT DOCUMENTS HAS BEEN DESIGNED ONLY FOR Q LOADS ANTICIPATED ON THE STRUCTURE DURING ITS SERVICE LIFE. PROVIDE ALL REQUIRED B 3. USE OF DRAWINGS: ®g ENGINEERING AND OTHER MEASURES TO ACHIEVE THE MEANS, METHODS, AND SEQUENCES OF � t s 3A. DO NOT SCALE DRAWINGS. WORK. SUCH ENGINEERING MAY INCLUDE, BUT IS NOT LIMITED TO: x LAYOUT �p 3B. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, AND GENERAL NOTES, THE MORE - DESIGN FOR FORMWORK, SHORING, AND RESHORING STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS ON DRAWINGS TAKE PRECEDENCE OVER - DESIGN OF CONCRETE MIXES RRQEDT " °: 21623 s€ `n DATE: 7/7 612603 m 0o GENERAL NOTES AND TYPICAL DETAILS. DETAILS NOTED TYPICAL APPLY TO ALL SIMILAR CONDITIONS. - ERECTION PROCEDURES WHICH ADDRESS STABILITY OF THE FRAME DURING CONSTRUCTION ©MARnN/MARTIN 2008 WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK WELD PROCEDURES ELSEWHERE ON THE PROJECT. - DESIGN OF TEMPORARY BRACING SHEETTITLE: SURVEYING TO VERIFY CONSTRUCTION TOLERANCES NOTES Y 4. TEMPORARY CONDITIONS: EVALUATION OF TEMPORARY CONSTRUCTION LOADS ON STRUCTURE DUE TO EQUIPMENT AND x 4A. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS MATERIALS aB " RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND /OR SUPPORT THAT MAY BE REQUIRED - STRUCTURAL ENGINEERING TO RESIST ANY OTHER LOADS NOT IDENTIFIED ON DESIGN SHEETNUMBER: y g § —' H .. w AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND /OR SEQUENCES. REFER TO DRAWINGS C+O �I g wawa "LATERAL LOAD RESISTING SYSTEM DESCRIPTION" IN DESIGN CRITERIA FOR ADDITIONAL INFORMATION. �7 I V i o M N N N U 0 U N N UU U 1� 0 �z �a � 00 w sa U o= w wawa I SPECIAL INSPECTION NOTES I CONCRETE NOTES JGN 11VIY J - J 1 !Cull1 UMML Vv1v L1rCC 1 C 1A. SPECIAL INSPECTION SHALL BE PROVIDED PER IBC 2006 SECTION 109 AND CHAPTER 17. THE LIST 1. GENERAL: BELOW IS A SUMMARY OF REQUIRED INSPECTIONS. REFER TO THE SPECIFICATIONS FOR DETAILED 1A. ALL WORK SHALL CONFORM WITH ACI 301, LATEST EDITION, UNLESS NOTED OTHERWISE IN INSPECTION REQUIREMENTS. I DRAWINGS OR PROJECT SPECIFICATIONS. 1B. CONTACT MARTIN /MARTIN AFTER SLAB DEMOLITION TO OBSERVE EXISTING CONDITIONS, PRIOR TO SLAB PLACEMENT. 1C. CONCRETE: - STRUCTURAL CONCRETE - INSTALLATION OF EMBEDDED BOLTS AND PLATES SUPPORTING STRUCTURE - REINFORCING STEEL PLACEMENT - FIELD BENDING OF REINFORCING STEEL - ANCHORED REBAR INTO HARDENED CONCRETE - WELDING OF REINFORCING 1D. STRUCTURAL STEEL: - SHOP AND FIELD WELDING DESIGN CRITERIA 1. CODES AND STANDARDS: 1A. GENERAL DESIGN - INTERNATIONAL BUILDING CODE 2006 APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Date: /D Signed: Plan checker 1B. LOADS - ASCE /SEI 7 -05 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" 1C. CONCRETE ACI 301 -05 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" ACI 318 -05 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" ID. STEEL - ANSI /AISC 341 -05: "SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS" - ANSI /AISC 360 -05: "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" 2. GRAVITY LOADS - 5" WALKWAY SLAB DEAD LOAD = 60 PSF - 5" WALKWAY SLAB LIVE LOAD= 100 PSF NON- REDUCIBLE STEEL NOTES 1. WELDING REQUIREMENTS: 1A. WELDERS: HAVE IN POSSESSION CURRENT EVIDENCE OF PASSING THE APPROPRIATE A.W.S. QUALIFICATION TESTS. 1B. WELD SIZES AND LENGTHS CALLED FOR ON THE DRAWINGS ARE THE NET EFFECTIVE REQUIRED. INCREASE WELD SIZE IF GAPS EXIST AT THE FAYING SURFACE. 1C. WELD SIZES SHALL BE AS SHOWN UNLESS A GREATER SIZE IS REQUIRED BY ANSI /AISC 360 -05 TABLES J2.3 AND J2.4. 1B. DETAIL BARS IN ACCORDANCE WITH THE LATEST EDITIONS OF PUBLICATION SP -66: "ACI DETAILING MANUAL" WITH ADDED REQUIREMENTS OF THE PROJECT SPECIFICATION AND ACI 318: "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE." 2. REINFORCING MATERIALS: 24. SEE'REINFORCING MATERIALS TABLE' 3. STRUCTURAL CONCRETE MIX REQUIREMENTS: 3A. SEE'CONCRETE MIX TABLE' 4. PLACING REINFORCEMENT: 4A. REINFORCEMENT PROTECTION: - SEE ACI 318 -05 7.5 FOR REINFORCEMENT PLACING TOLERANCES AND ACI 117 FOR ADDITIONAL REQUIREMENTS 4B. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AND WELDED WIRE FABRIC AT POSITIONS SHOWN ON PLANS. 5. CONSTRUCTION /CONTROL JOINTS: 5A. SUBMIT DRAWINGS SHOWING CONSTRUCTION AND CONTROL JOINT LOCATIONS ALONG WITH THE SEQUENCE OF POURS. CONSTRUCTION JOINT LOCATIONS AND CASTING SEQUENCE SHALL BE ARRANGED TO MINIMIZE THE EFFECTS OF ELASTIC AND LONG -TERM SHORTENING /SHRINKAGE. CONCRETE REINFORCING MATERIAL SCHEDULE s Fy Fu I L ^ 1 ' J III MATERIAL ASTM / TYPE (KSI) (KSI) COMMENTS REINFORCING A615/A615M U) 60 GRADE 60 DEFORMED WELDED AND FIELD o `V/!� U ) 6 T ' - ry LU L L C ,U BENT REINFORCING A706/A706M w A 60 GRADE 60 DEFORMED WELDED WIRE 185 PLAIN Q n xs Q E U Q REINFORCING 497 DEFORMED 70 Zip Z', 6 e p i F 1 s I L ^ 1 ' J III F: C/) U) I Q W M 7 o `V/!� U ) 6 T ' - ry LU L L C ,U w A co of N � s; w Q °' Q n xs Q E U Q coM N gl By E? REVISIONS figg} N0. ISSUE DATE EI fre ?F t B, t` FI �i 3R �E PROJECT NO 21623 %a DATE: 7116120D3 ®MARTINIMARTIN 2005 €E SHEETTITLE NOTES E SHEETNUMBER: S S0.02 r Zim 2 :z �w� Z': z CONCRETE NOTES e C/) 811 $ C� LI J CONCRETE MIX TABLE e ry W a NOTES wit �///'�� VJ N ae x 025 Q E n Lo LLJ1 U < a, 8 8x a _ x g N0. ISSUE I DATE $ s � J LL N r z � - Z O cV x � J f6 + Z LU II W -0 ct ~ O z V Z z Z O z O z O z Y 4- J Lu J ° W �_ Z 3:F = z F— U) W Z z W ~ W Wa Z W W _O t — Q w z v CL Q 5 x � cn I W U W m 0 Lu } CZ Lu Q J W W O U INTENDED USE c co z 0 � z m 2 U) t— O I m c..1 I Or Ix 1 O 1 1 EXT TOPPING SLABS 5 NWC 07 1 564 3/4 4 1 6 1 1 / II 1 AE, WRA FRC CONCRETE MIX TABLE NOTES: a. FOR THE MAXIMUM COARSE AGGREGATE SIZE INDICATED, USE THE FOLLOWING AGGREGATE SIZE NUMBERS PER ASTM C33: 3/4 ": #67 AGGREGATE b. TOTAL AIR CONTENT LIMITS INCLUDE BOTH ENTRAINED AND ENTRAPPED AIR +/ -1 112 %. c. ABBREVIATIONS FOR REQUIRED ADMIXTURES AS FOLLOWS: AE = AIR - ENTRAINING ADMIXTURE. DO NOT USE ENTRAINED AIR FOR STEEL TROWELED FINISHED FLOORS. WRA = WATER REDUCING ADMIXTURE. w►t�r d. ABBREVIATIONS FOR OTHER REQUIREMENTS AS FOLLOWS: + FRC = FIBER REINFORCED CONCRETE WITH NOVOMESH 950 AT 1 BAG /CY ''otoeno R... f Wheat Ridge uilding Depa APPROVED Subject to Field Inspections o ��p0 o� : •ENCt F • 't P c^ c> r��` rte: o : proved Wheat Ridge Building Dept. 2835 p SLOLD OFFICIAL A 'co �'•••••�� of parra Tbe issuance of a permit or approval of plans, Date: and OPWAOM shall adbea Permit for, oran APIPMANd Of 8117 Vbww m orof&"CRY Signed: Plan checker my derma ifilmofuneuddingcode to give authority to violate aemcalfDa d &Mng codes or other ordinances of the City shall not be valid. Zim 2 :z �w� Z': z PROJECT NO: 21613 sS e C/) 811 $ C� LI J _ O I— o e ry W a NOTES wit �///'�� VJ N ae L1J Q 025 Q E n Lo LLJ1 U < a, 8 8x REVISIONS x g N0. ISSUE I DATE $ s PROJECT NO: 21613 sS DATE: 717612009 $ OMPRTINIMARTIN 2008 SHEETTITLE:� NOTES SHEET NUMBER: y `a 50.03