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HomeMy WebLinkAboutPRJ11-0137 B11-0165.PDF ISSUE RECORD 03/11/10 DRB 04/21/11 PEC � 04/01/11 DRB ' DRAWING (NDEX 05/27/11 PERMIT � STANDARD _ABBREVIATIONS ADMINISTRATIVE IN�O. PROJECT DIRECTORY 07/22/11 PERMIT . . .. . t . . � . --�--�^—I . . �. . . . i 1 . . . . . .. ,... ... . .� . � �..� A.F.F. ABOVE FW�SHED F�ooR PERMIT PERMIT LEGAL DESCRIPTION OF PROPERTY: A.F.G ABOVE FINISHED GRADE SHEET # DESCRIPTION BY ISSUANCE REISSUANCE ACOUS. ACOUSTICA� JT. JOINT 05/27/11 07/22/11 610 W. LIONSHEAD CIR. ADJ. ADJUSTABLE LAM. LAMINATE VAIL, COLORADO 81657 ANCH. ANCHOR LAV. LAVATORY APPROX. APPROXIMATELY LIN. LINEN A000 COVER SHEET PA L X ARCH. ARCHITECTURAL LT. uGH T -------- -------------- - ------- --- ----------------------------: -- - - - - -------- ---- P A R E C E L N U M B E R: 0 WN E R: LAN D M A R K CON D OM I N I U M A S S 0 C. I N C. ATTEN. ATTENUATION LT.WT. LIGHTWEIGHT r X � AwN AWNiNG M.H. Ma,NHO�E A100EX--- EXISTING PLAN-------------- — PA -- --- ----- ` __ — ------ ------- — 210106307001 610 LGO�SNEADIGCIR. BDRM. BEDROOM M.O. MASONRY OPENING X VAIL, COLORADO 81657 BD. BOARD MACH. MACHINE A100 PROPOSED PLAN PA t � BLDG. BUILDWG M. MASTER — -- — ----- -.-_—�----- �_ -- -- — -- ------ --- --- __�.___ --- P: 970.476.1350 " BLK. BLOCK MAX. MAXIMUM X BLR. BOILER MECH. MECHANICAL L-1 LANDSCAPE PLAN PA fi E: gwright�destinationhotels.com � BM. BEAM MTL. METAL -------------------------------=-----=---- ---- --------- BOT. BOTTOM MFGR. MANUFACTURER � C.B. CATCH BASIN MIN. MINIMUM C.G. CORNER GUARD' M.W MICROWAVE ---------- ----------— -------------- -- C,�. CoNTRO� �owT MTD. MouNTED ARCHITECT: BILL PIERCE, PRINCIPAL IN CHARGE C.M.U. CONCRETE MASONRY UNIT N.I.C. NOT IN CONTRACT PIERCE ARCHITECTS : C.O. CLEAN OUT NEC'Y NECESSARY 1650 FALLRIDGE ROAD, C1 C.T. CERAMIC TILE (N) NEW CAB. CABINET NaM. NoM�Na� B U I LD I N G COD E SU M M AR Y vAi�, co�oRA�o 8�65� CEM. CEMENT O.C. ON CENTER P: 970.476.6342 CER. CERAMIC O.D. OUTSIDE DIAMETER � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � F: 970.476.4901 C.I.P. CAST IN PLACE OPG. OPENING C��. CEIUNG PT. PAINT E: BILL@VAILARCHITECTS.COM CLOS. CLOSET PARTN. PARTITION BUILDING CODE: 2009 (BC CLR. CLEARANCE PH. PHONE ; Co�. Co�uMN P�. P�,4TE MECHANICAL CODE: 2009 IMC CONTRACTOR: J.L. VIELE CONSTRUCTION CON. CONCRETE PLAS. PLASTER CONT. CONTINUOUS PWK. PLANK DAVID VIELE * coNST. CoNSTRUCrioN P�wD. P�YwooD PLUMBING CODE: 2009 IPC 1000 S. FRONTAGE RD WEST SUITE 202 CPT. CARPET PORC. PORCELAIN D. DRYER Q.T. QUARRY TILE VAIL, CO 81657 D.w D�SHwASHER R. RISERS ELECTRICAL CODE: 2008 NEC P: 970.476.3082 DBL DOUBLE R.D. ROOF DRAW DET. DETAIL R.O. ROUGH OPENING E: DAVID@VIELECONSTRUCTION.COM DIA., DIAMETER RAD. RADIUS ENERGY CODE: 2009 IECC DIAG. DIAGONAL RE REFERENCE , DIM. DIMENSION REC. RECESSED DN. DOWN REF. REFRIGERATOR FUEL GAS CODE: 2003 (FGC DR. DRAIN REINF. 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ENGINEER: REFERENCES ON THE STRUCTURAL DRAWINGS TO`ENGINEER' MEAN THE STRUCTURAL 1A.THE COMPANY SELECTED TO PERFORM THE M OD IF I C A T I O N S S H A L L H A V E A M I N I M U M O F 5 Y E A R S O F � � a � � • o ENGINEER OF RECORD. OTHER ENTITIES ARE SPECIFICALLY NOTED AS"CONTRACTOR'S ENGINEER", EXPERIENCE WITH SIMILAR PROJECTS. 1. PREPARATION OF SPALUDELAMINATION REPAIR AREAS ,� � w � ° i° o � � ..., � � � � o o � o "MECHANICAL ENGINEER", ETC. : � r ❑ � . z 2. E M P L O Y E E R E Q U I R E M E N T S: 1A. EXISTING CONCRETE Z � - NNn � �- J � 2. EXISTING STRUCTURES: 2A. THE FOREMAN SUPERVISING THEWORK AND THE WORKMEN ACTUALLY PERFORMING THE REPAIR - Locate all existin reinforcin , conduit, etc. in area to be re laced usin achometer or other means. ` � ; � � o t°• a � 9 9 p 9p F- � a ' oo m "' � 2A. CONTRACT DOCUMENTS HAVE BEENPREPARED USWG SITE OBSERVATION AS PERMITTED BY MATERIAL INSTALLATION SHALL HAVEA MINIMUM OF 5 YEARS OF EXPERIENCE WITH SIMILAR PROJECTS. - Verify, using 15 Ib(max) chipping hammer or other acceptable means,that depth of all existing reinforcing, conduit, [L , �, �, d J ACCESS RESTRICTIONS DURING DESIGN. etc. is greater than 3/4 inch below existing surface of concrete. Q � z °' °°. W � m � � - Saw cut erimeter for re air area to 3/4 inch de th. Re air area to be rectan ular or s uare in sha e. Do n��t cut � ° " °• a ° a p p p p 9 q p � , r4 � m4 cn� 2 B. D U R I N G C O N S T R U C T I O N, T H E C O N T R A C T O R M A Y E N C O U N 7 E R E X I S T I N G C ONDITIONS WHICH ARE : � NOT NOW KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION. CONTRACTOR SHALL PRECONSTRUCTION MEETING re�nfor��ng, conduit, etc. Hand chip around such items. � a, - Chip out entire repair area to a minimum depth of 3/4 inch. Repair area shall not be less than 3/4"in depth. N NOTIFY THE ENGINEER OF ALL CONDITIONS NOT PER THE CONTRACT DOCUMENTS. EXAMPLES 1. MEETING REQUIREMENTS: Undercut by 3/4 inch minimum all reinforcing bars which have more than 1/2 of their diameter exposed. ' oINCLUDE: 1A. THE CONTRA T - Prior to a lication of re air mortar/concrete remove all loose debris and re are entire re air areab hi h ' - SIZES OR DIMENSIONS OTHER THAN THOSE SHOWN C OR SHALL LEAD A PRECONSTRUCTION MEETING A MINIMUM OF ONE WEEK PRIOR TO pp P � p p P Y 9 � ` j � MOBILIZING TO PERFORM THE MODIFICATIONS. pressure water blast, scabbler, or other appropriate mechanical means to obtain an exposed aggregate surface�rith a ; . - DAMAGE OR DETERIORATtON TO MATERIALS AND COMPONENTS minimum surface profile of± 1/4 inch. f � - CONDITIONS OF INSTABILITY OR LACK OF SUPPORT 1 B. A MEETING ADGENDA SHALL BE D15TRIBUTED TO PIERCE ARCHITECTS AND MARTIN/MARTIN A MINIMUM - ITEMS NOTED AS EXISTING ON THE DRAWINGS BUT NOT FOUND IN THE FIELD OF ONE WEEK PRIOR TO THE MEETING DATE FOR COMMENTS. 1 B. STEEL REINFORCING AND MISCELLANEOUS STEEL � - Clean all exposed reinforcing, conduit, etc. to remove all traces of rust using sandblasting or wire-wheel grinder. � 2C.PREPARE DIMENSIONAL DRAWINGS OF ALL DISCOVERED ITEMS. - If over 10%of bars cross-sectional area is lost at an location, s lice in new reinforcin usin mechanical ca�nector � 1C. THE ITEMS TO BE ADDRESSED AT THE MEETING SHALL INCLUDE BUT ARE NOT LIMITED T0: Y P� 9 9 -CONSTRUCTION SEQUENCE&SCHEDULE or class`B' lap splice each side of damaged area as directed by engineer. 2D.CONTRACTOR SHALL MAKE ALLOWANCE FOR THE RESOLUTION OF SUCH DISCOVERIES IN THE -STAGING AREAS - Coat all existing and added reinforcing as well as exposed steel conduit with BASF Zincrich Rebar Primer, a CONSTRUCTION SCHEDULE. -WORK HOURS approved equal, in accordance with repair mortar manufacturer's written instructions. 3. USE OF DRAWINGS: �? 1 C. SATURATED SURFACE DRY(SSD) ���.: "��. 3A. DO NOT SCALE DRAWINGS. - Saturate surface of repair area for 24 hours minimum and allow surface of concrete to air-dry, with no standi�g :'•� � �''"'••° ° water. Substrate shall be saturated surface d SSD durin a lication of re air mortar/concrete. ��:�Q 3B. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, AND GENERAL NOTES,THE MORE �Y� ) 9 pP p :� 4319� �� -o :?� �;�, STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS ON DRAWINGS TAKE PRECEDENCE OVER 2. PREPARATION OF EXISTING SUBSTRATE FOR INSTALLATION OF EXPANSION JOINT � �..� �"'•' GENERAL NOTES AND TYPICAL DETAILS. DETAILS NOTED TYPICAL APPLY TO ALL SIMILAR CONDITIONS. °'�2s••�;Z�:l1��,��'� WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK 2A:JOINT PROFILE S��NALE� ELSEWHERE ON THE PROJECT. - Provide formwork to ensure concrete profile on each side of new expansion joint membrane is vertical,forming 90 degree corners with horizontal top surface of finished concrete material. If necessary, sawcut or grind vertical profile at 4. TEMPORARY CONDITIONS: each side of expansion joint to meet tolerance recommendations of expansion joint manufacturer. 4A. 7HE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED 3. REQUIREMENTS/APPLICATION OF REPAIR MORTAR/CONCRETE - C C� I� � �I � AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES. � 3A. ACCEPTABLE PRODUCTS .IUL 2 6 201� . 5. SUBMITTALS AND SUBSTITUTIONS: - Horizontal Applications As noted in details. 5A. SUBMITTALS: - Vertical Application: As noted in details. , IF THE CONTRACTOR REQUESTS A CHANGE FROM THE STRUCTURAL DRAWINGS, IT SHALL BE Overhead Application: As noted in details. ��� �'����� - _ x APPROVED BY THE ENGINEER AND DESIGNED BY MARTIN/MARTIN, INC. PRIOR TO SUBMITTING SHOP - Aggregate to extend cementitious repair mortar shall be in strict accordance with re air mortar manufacturer's p a DRAWINGS. VARIATION SHALL BE INDICATED ON THE SHOP DRAWINGS. CONTRACTOR SHALL written recommendations and details. COMPENSATE MARTIN/MARTIN, INC. FOR MAKING THE CHANGE. - Substitutions: All substitutions must be submitted and approved by the En ineer prior to use. V CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE IN SUBMITTALS g � 3B. MIXING � � Z 5B. SUBSTITUTIONS: ENGINEERS APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS - Mixing the cementitious repair mortar shall be in accordance with the manufacturer's written instructions. - � 'J ° 5C. NONCONFORMANCE: NOTIFY ENGINEER OF CONDITIONS NOT CONSTRUCTED PER THE CONTRACT 3C.APPLICATION LL - DOCUMENTS PRIOR TO PROCEEDING WITH CORRECTIVE WORK. SUBMIT PROPOSED REPAIR TO THE _ Placement Procedure: Place cementitious repair mortar in strict accordance with repair mortar manufacturei's = � ENGINEER FOR ACCEPTANCE. CONTRACTOR SHALL COMPENSATE MARTIN/MARTIN,JNC. FOR written recommendations. � DESIGNING THE REPAIR. - Curing: Curing of cementitious repair mortar shall be in strict accordance with repair mortar manufacturer's written M � recommendations. Q 6. OSHA STANDARDS: - Adhere to all limitations and cautions for the cementitious re air mortar in the manufacturer's current rinted �.n p p � Q 6A. THE STRUCTURE IS DESIGNED TOFUNCTION AS A UNIT UPON COMPLETION. NOTHING SHOWN ON literature. W THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR THE � _ CONTRA T R T O C 0 0 COMPLY WITH ALL OSHA REQUIREMENTS. . 3D.CLEANING � Cn - Leave finished work and work area in a neat, clean condition without evidence of spillovers onto adjacent arEas. Z 66. WHERE THE STRUCTURAL DRAWINGS APPEAR TO CONFLICT WITH OSHA REQUIREMENTS, THE � � � � STRUCTURAL DRAWINGS REPRESENT FINAL CONDITIONS ONLY. THE CONTRACTOR SHALL ADD ALL II. SEALANTS J � . ERECTION FRAMING NECESSARY TO COMPLY WITH OSHA. � � � 1. REQUIREMENTS/APPLICATION OF SEALANT Q � � ,� DESIGN CRITERIA 1A. ACCEPTABLE PRODUCTS W � O .. �- Sono las tic N P 2 as manu fac ture d by B A S F Cons truc tion C hemica ls. L L C, S ha kopee, Minneso ta. ` T � 1. CODES AND STANDARDS: - Sikaflex-2cNS; as manufactured by Sika Corporation, Lyndhurst, New Jersey. � � ;� � Q 1A. GENERAL DESIGN - Substitutions: All substitutions must be approved by the Engineer prior to use. � � � � , � - 2009 INTERNATIONAL BUILDING CODE, WITH THE TOWN ON VAIL AMENDMENTS - �� O U 1 B. MATERIALS � , �� � � E 1 B. LOADS - Pol urethane sealant: The omt sealant shall be m I i- - ' � ��_� � J $ y � a u t component, non-sag polyurethane based matenaL .r � � . m ASCE/SEI 7-05"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" - Any primers,as required, recommended by the manufacturer of the specified product, approved by the Engireer. �� U � - Backer rod or bond breaker ta e, as a roved b the En ineer. �' � � r � � 1C.CONCRETE DESIGN , P pp Y 9 ,� � J : A C I 3 0 1-0 5 "S P E C I F I C A T I O N F O R S T R U C T U R A L C O N C R E T E F O R B U I L D I N G S 1 C. M I X I N G " - � - a - �� i� Q � - A C I 3 1 8-0 5 "B U I L D I N G C O D E R E Q U I R E M E N T S F O R R E I N F O R C E D C O N C R E T E° - Mixing: re fer to manu fac ture r's recommen da tions. � � � � � £ � � 2. GRAVITY LOADS 1 D.JOINT APPLICATION AND PROCEDURE: 6 2A. GRAVITY LOADS TABLE - Placement Procedure: Prime all substrates as required and approved by the Engineer.' � - Install approved backer rod or bond breaker tape in all joints subject to thermal movement to prevent three-si�ed � GRAVITY LOADS TABLE REVISIONS � bonding and to set the depth of the sealant. Approval of the backer rod or bond breaker tape shall be made by tFe �� SUPERIMPOSED LIVE LOAD LIVE LOAD PARTITION POINT LOAD Engineer. N0. ISSUE DATE �� LOCATION DEAD LOAD(PSF) (PSF) REDUCTION LOAD(PSF) (LB) - Joints shall be masked to prevent discoloration or application on unwanted areas. If masking tape is used, itshall �$ NORTH DECK PLAZA OVER SEE NOTE 1 100 No -- -- - not be removed before tooling,yet must be removed before the initial cure of the sealant. Do not apply the maskng G� PARKING GARAGE tape until�ust pnor to the sealant application. �� �� Install sealant into the prepared joints when the joint is at mid-point of its designed expansion and contractior. �� a NOTES: Non-sag sealant: Load the sealant into a caulking gun. Place the nozzle of the gun, either hand or air or electric �p � powered, in to the bo t tom o f t he join t an d fi l l en tire join t. Keep t he tip o f t he nozz le in t he sea lan t; con tinue on wi t h a �E `•� 1. SUPERIMPOSED DEAD LOAD FOR LANDSCAPING MATERIALS AS DEFINED BY THE steady flow of sealant preceding the nozzle to avoid air entrapment. Avoid overlapping the sealant to eliminate th� ` �� � MARTIN/MARTIN ENGINEERING REPORT DATED JULY 20, 2011. entrapment of air. Tool, as required, to properly fill the joint. �� � ` - At wall joints, cut out existing sealant and grind each side of joint to remove remaining existing sealant at bond �� �, o surface. Prime as required by sealant manufacturer. 8� �" - Adhere to all limitations and cautions for the sealant as stated in the manufacturer's printed literature. :m .o o yg m �N s� � .�. 1 E. CRACK APPLICATION �:° a�. _ 0° o - Non-sag sealant: For best performance,sealant should be gunned into crack to a minimum of 1/4 inch in depth. a� ��Z Place the nozzle of the gun, either hand or air or electric powered, into the bottom of the joint and fill entire joint. Keep o� - w � the tip of the nozzle in the sealant; continue on with a steady flow of sealant preceding the nozzle to avoid air �� � a entra ment. Avoid overla in the sealant to eliminate the entra ment of air. Tool, as re uired, to ro erl fill th� 'oint PROJECT N0: 22916.S.01 �� u, p pp� 9 P q p P Y 1 �� Q Q - Adhere to all limitations and cautions for the sealant as stated in the manufacturer's printed literature. DATE: 7/20/2011 �� �� � 1F. CLEANING OMARTIN/MARTIN2008 �� �& _ .�, : Leave finished work and work area in a neat, clean condition without evidence of spillovers onto adjacent are�s. � �� ����l� �� ��IY a.� r m ���f� �' SHEETTITLE: �� � ��M��►A�J�� � �� LANDMARK NORTH 6� L e � �. � � . . . . � � . . . . � . . � . � . � . . � � . . . . .. . . � .. . . . � . . . . � � . . . �_ � m t � �-r,C _ c� DECK NOTES g� c�ii � � $� � � c CW.7 �y'°- '�]-'' �� �?8 Q ��d�o � F �� Q SHEET NUMBER: �e N � � J � . . . . � � . . . . . . � . . � . . . .. . . .. � . . . . . � . � � � � . . . . � . . . a .. . � � Q .� . . � . . . . .. � � . . � � . . � � . . . . . . . . . . .. . � . . . . . . . . � . . . . . . . . . . . . . .. . . . . . �. .�� . o � W �� �� .� � Z � o � � ° a �� �� � � � � W � � NOTE: � � w W a � APPLY AND CURE REPAIR MATERIAL IN STRICT NEW REINFORCING. SIZE REPAIRS TO DOUBLE TEE � a m o A C C O R D A N C E W I T H M A N U F A C T U R E R'S T O M A T C H (E). C O A T W/ , „ S T E M S M U S T B E C O M P L E T E `� z ¢ � � Y� W R I T T E N R E C O M M E N D A T I O N S A N D A S N O T E D B A S F Z I N C R I C H R EBA R 10-6 MAX P R I O R T O T H E A D D I T I O N O F � W � � o .� o HEREIN PRIMER OR APPROVED FROM NORTH FACE OF WALL LANDSCAPING MATERIALS �' ; �n �; o:� d � EQUAL. TYPICAL � 3'-0° MAX � � w ,n � � m � " z � � u; ¢ F R O M N O R T H � � 3� m o � � � . I F M O R E T H A N H A L F O F I z � � o FACE OF WALL � m w �, � (E)AEINFORCING IS � � � � � � N a � n Q � � (E) BAR. TYPICAL , , � - �, � � � i j EXPOSED, UNDERCUT BY p � > o STONE VENEER , , � ¢ � � PLANTING MEDIUM AND �- a -� m � o - 0 3/4° MIN E CONCRETE AND RAILING �- ° T � COMPOST MIXTURE RE: � � � RE:ARCH _ _ _ LANDSCAPE ARCH ` �i Z — — — — _ : �� � — — — — — _ _ ���; � � �r 3/8" MIN SAWCUT �t, - _ . - . t L-, � . . . __ — � � � 1/2� MINIMUM . . , � • . . . . , . .. � a-, . . ,. . . . , ._ <. . - . : o AT PERIMETER ALLOWED � .,.�.:.,�... .�._ - --— _, ;, � � OF PATCH { c.� � � PATCH CONCRETE WITH BASF REMOVE ALL UNSOUND � � � DO NOTCUT EXISTING REINFORCING. ..�W._..__._� .��:... ___ ��..�...�...�.��_.�.� ___� REINF WITH COAT WITH BASF ZINCRICH EMACO S66 CI OR S88 CI CONCRETE USING A 15 LB � . SAWCUT REBAR PRIMER OR REPAIR MORTAR. (MAX)CHIPPING HAMMER EXISTING DOUBLE '��' AND ROUGHEN SUBSTRATE TEE AND TOPPING APPROVED EQUAL. TYPICAL ' COAT ALL EXPOSED AND NEWREBAR TO A MINIMUM OF 1/4° WATERPROOFING REPAIR DOUBLE TEE WITH ZINCRICH REBAR PRIMER IN PROFILE AMPLITUDE EXISTING CONCRETE ACCORDANCE WITH MANUFACTURER'S MEMBRANE RE: ARCH STE�IS AS REQUIRED TO WRITTEN RECOMMENDATIONS. RE-ESTABLISH ORIGINAL FOUNDATION WALL LOCATE ALL EXISTING REINFORCING, FOAM FILLER RE: ARCH STRI,CTURAL CAPACITY �. CONDUIT, ETC. IN AREA TO BE REPLACED p,D, , t�� � USING PACHOMETER OR OTHER MEANS ,,.. ..,, •• ACCEPTABLE TO ENGINEER. ;¢ 43194 °:� �; -o�?v�� ^�,•�'� o�'••, 7�-�►,:� �`sS00NALE�G . 4 No sca�E OVERHEAD SPALL REPAIR 1 v2° _ ��-o° LANDMARK NORTH DECK LANDSCAPING SECTION �°� � L� C� C� Q �!I (� FOR CONCRETE TOPPING SLABS PATCH NEW REINFORCING. SIZE TO CONCRETE WITH 10-60 OR 10-61 RAPID MATCH (E) &LAP PER 3/S4A : �U�° 2 6 2011 MORTAR MANUFACTURED BY BASF OR MECHANICALLY SPLICE. APPLY AND CURE REPAIR MATERIAL IN STRICT ACCORDANCE WITH OTHERWISE USE SPECIFIED MATERIAL SEE REPAIR NOTES. PATCH (E) MANUFACTURER'S WRITTEN (�WN OF 1/All. IN DETAILS. CONCRETE SUBSTRATE PATCH CONCRETE WITH DELAMINATED a RECOMMENDATIONS AND AS NOTED HEREIN NOTES: SEAL JOINT ABOVE TEE SHALL BE SATURATED SURFACE DRY TRAFFICGUARD EP35 TOPPING SLAB (IF � 1. MECHANICALLY PREPARE SURFACE TO EXPOSE STEM REPAIRS. SEE � ` (SSD) BEFORE APPLICATION TOOLED JOINT AT MANUFACTURED BY � 6 PRESENT) ABOVE V AGGREGATES AND REMOVE ALL LOOSE MATERIALS. MEEf THE (E) DOUBLE-TEE DETERIORATED TEE . PERIMETER PER 6 BASF. TYPICAL '- REQUIREMENTS OF ICRI GUIDELINE#03732 STANDARD CSP-4. AND TOPPING S� C� � � STEMS. SEE 5 W REMOVE ALL UNSOUND CONCRETE S101 2. COAT EXPOSED STEEL WITH ZINCRICH REBAR PRIMER. � .a..� �. q . . , _ <� ._ - - Z . . .,. ' USING A 15 LB (MAX) CHIPPING `. 3. WHERE PATCH EXCEEDS 1/4° IN DEPTH, EXTEND EPOKY : , .-�, �. � , .,; � �:< _ =� - . : . ,� . _ S101 — HAMMER AND ROUGHEN ...��..........�..�.. Q _I WITH UP TO 5 PARTS BY VOLUME OVEN-DRIED SAND T01 PART — ° SUBSTRATE TO A MINIMUM OF 1/4° PREPARE SURFACE AS OF MIXED EP XY. P I ; v V' RECOMMENDED BY REPAIR 0 R ME THE SUBSTRATE WITH NEAT EPDXY PROFILE AMPLITUDE RESIN PRIOR TO APPLYING THE EPDXY MORTAR. ! � MORTAR MANUFACTURER, TYP � � �� 4. SEED TOP SURFACE OF REPAIR AREA WITH SAND TOMEET � � � 1/2 0 MINIMUM 3/4 MIN SAWCUT AT THE REQUIREMENTS OF ICRI GUIDELINE#03732 STANDARD _ d, - .. -�, . : � :� :, - � � .� � PERIMETER OF PATCH ALLOWED CSP-3. � Q I F M O R E T H A N T O P H A L F O F I N F I E L D O F C O N C R E T E B E T W E E N C O N T R O L J O I N T S � REPAIR DETERIORATED � � Q DOUBLE-TEE STEMS. �,j,J (E) REINFORCING IS EXPOSED, � UNDERCUT BY 3/4" MIN (E� CONCRETE HONOR (E) CONTROL JOINT. SEE 3 q. O = (E) BAR. TYPICAL SEAL PER 6 4'-0" MAX (� � S101 S101 z z � 5101 v v z (E) CONCRETE - DO NOT CUT REINFORCING = -- 0 � � T . . . . . � � �� .� �. . OR CONDUIT WITH SAWCUT — � J � „� � J C� o . �� APPLY AND CURE REPAIR -�-- COAT ALL EXPOSED AND SHORE DOUBLE-TEE STEM FOR (E) CONCRETE � Q OO __ .��_ e � � MATERIAL IN STRICT µ��� NEW REBAR WITH ZINCRICH SERVICE LOAD OF 9,200 LBS. SHORE FOUNDATION WALL � . ._ � ^ O ACCORDANCE WITH ���� REBAR PRIMER IN LEVELS DOWN TO SLAB ON GRADE. � MANUFACTURER'S WRITTEN ACCORDANCE WITH KEEP SHORING IN LINE FROM LEVEL > '- RECOMMENDATIONS AND AS MANUFACTURER'S TO LEVEL. SLOWLY RELEASE AND '� � Q � � � NOTED HEREIN RECOMMENDATIONS. REMOVE SHORING AFTER REPAIRS � . ,.��, O U AT CONTROL JOINTS �' _�,,.�,�,.,-� � O ARE COMPLETE, AND THE REPAIR � � , Q MORTAR REACHES A MINIMUM OF �4_� � E � J —� $ 5A - CONCRETE PATCH GREATER THAN 3/4'' DEEP 5B - CONCRETE PATCH UP T01 " DEEP 5,aoo PS� �oMPRESS�VE STRENGTH � ��� m � � � Z Q_ � t�' r � � . : REPAIR OF EXISTING DOUBLE-TEE � �C � �.� � - 5 No sca�E HORIZONTAL CONCRETE PATCH/REPAIR 2 si4° _ ��-o�� TEM � �I � � � S S — � > s � � : . . . . . �. . . . . . � . . . . . . . . . . . . . � . . � . . . � . . . . . . . . .. . . . . . . . . . � � . . . � . . � . � �. . . . . . . B �'.. � . . . . . � . . � . . . . . � � . . � . � . � � . . . . . . . . . . . . �. � . . . � . . � . . . � fr �. 3/8" MIN SAWCUT AT PERIMETER OF � PATCH •--.,..,_... ° REVISIONS n � . ROUT AS REQUIRED AT CRACKS 1/2° PREFERRED N0. ISSUE DATE �$ ' 3/8" MINIMUM PATCH CONCRETE WITH BASF IF MORE THAN HALF OF(E) . �� . EMACO S66 CI OR EMACO S88 CI REINFORCING IS EXPOSED, �� ° �: w��F�� :t }��,,,��ra������;� � REPAIR MORTAR. UNDERCUT BY3/4" MIN y� .� $ � t��, ,�� < <�� � �� �� , �T'� ��y��,���Jt�� 6� �,;,��} : �,,:R ',, =���` as�`���� PREPARE SURFACE IN a� � �� � � ��, � ���� ; �. Q ,, �: : r�,.��t +���I�a.�', , :, ,� a, , s,�� �e�q�. �.� ., --'r � � ��� f �� �j�� ��" " � ^f � STRICT ACCORDANCE ;���._:, � z NEW REINFORCWG. SIZE �� c" ,, ,,.,.,:. +,f � �; '� �'�����;,��� �, ' �.. � ,� 'r : � �z�� '"? , ;, WITH SEALANT '.R'=�'�• c i � REMOVE ALL UNSOUND CONCRETE �� � ,k t. �;,_. �, F ,��,e,�t���,��h k � s ,,... , _ r s N � c,,�GY�A'F�`�����`� . ' MANUFACTURER'S USING A 15 LB (MAX) CHIPPING TO MATCH (E). COAT W/ . $� , . ,w ,._ ,� ,� ,�� ����,�-, ���,,, ��� ,.,, ,1 BASFZINCRICH REBAR �� � • �� ��,� �,� ry � .:, .,:; 'i :��x �,�fi�. r �,,k, ��;; ,� � WRITTEN HAMMER AND ROUGHEN �� � �'� u� a�t ' „ � � �„ ��"'s �z��� DO NOT CUT REINFORCING „ PRIMER OR APPROVED i� � �fi ���v:r���!"�i�;k ,�� �q� ' � v,����;���r,�������������� FF� � � � � �.: " � SUBSTRATE TO A MINIMUM OF 1/4 6� � F <. ��������:P ^� � ,�;�� ., ,,. ,: �� : ,. � ,,_. ,4 w . .,,`�� ��,���_ . � : 17: RECOMMENDATIONS WITH SAWCUT EQUAL. TYPICAL � o ,���,�y�,��;�'.�� �p> w , :, .1�� t.� ���°,� PROFILEAMPLITUDE x� ,_ N ,$F;..;'� ,�'�,. � "'' � � � .,:<. �; EXISTING REINFORCING. COAT �..t� 4 �: I �'�4 . � � � �,.. ' �4�'� r5 � r ,: F�� �� BOND BREAKER NON-SAG POLYURETHANE $� .. . � �_-' � WITH BASF ZINCRICH REBAR m� o r. s , ,ix��a� � ., : �r� � �� � , r� -`' '' a x,�,�".� ., .. `� `V SEALANT. STRIKE FLUSH WITH � ; � ;: ,F� .: x�. .�:�.,,. � r' . �.,, 4..E, :;, ..,. .,. . - ;r � �, N,1 �� PRIMER OR APPROVED EQUAL. (E) BAR, TYPICAL =� ,, ,> (E) CONCRETE SURFACE OF CONCRETE . , v.. a � , �� f `� °° o �, Y�,�,f k; , � � � Fa � TYPICAL � � w ...�..��.*�''.�, sY ' � t�� r :�, � 5 '�: w � � 1/2 Q)MINIMUM E CONCRETE a� �— ALLOWED � � . �� �,�+�+4� y, r � 3 k, '� r r: r � � � z 7� �� � ef r r � ,� � << 3� y ��� ; (E) CRACK OR . m€ � ,.�;: .,.,: �5 WN . '� ���1 �y � rt R � fk ; t�r '` i.� . 4.:Skr,S�a1? � . � ... . .. . . � . . . . . . . II . . � . . . . . � . . . . €� LL � ry }��? G��s 4i' }� s r�- 5�' zf11 � �� �r��$� � � F � � �° ��f4 %_ -� �^ ���� � CONTROL JOINT 3/4 MIN COVER COAT ALL EXPOSED AND NEW REBAR APPLY AND CURE REPAIR MATERIAL IN STRICT PROJECT N0: 22916.S.01 �� �R. � V w . "�Ciu'�:�,���-�����;�.���'/fk.�4�,�i+�'��k..�'�,��,3 d :, r�4tr��"��,�5� : . . � . . � .. . . . . . . . . . . . � . . . � . . . � . . � . . . . . . . . . . I . . .. v� i- � ,�������H�5 � f=� � �,���� �{� r F � 7� �� � � .�. 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Prze�iM. p�Ar� UNS?�T15F�GTORY GONDITION OF f4 PLA�NT �OR A PERIOD OF ONE Y�AR FOLLOWIi� WST�LLATION. 3/3i/ii REV. pRE�iM. P�,�r� ����� ������ 2. GONTRAGTOR TO H,4VE HAVE UTI L I TI ES LOG�4TED {�ND STAKED �4T LEf45T 48 HOURS PRI OR TO x , BEGINNING GONSTRUGTION. KEY C,�TY BOTANIG�L NAME �OMMON NAME SIZE 3. �URNISH AND INSTALL PL?�NT Mf4T�R1,4L ,45 NOTED. ALL PL�NT M?�TERI�L 5H,4LL �E ,4PPROVED BY LAND5G,4P� ARGHITEGT PRIOR TO INST,4LLP�TIDN. SHOULD ,4 DISGREP�NGY IN QU,4NTITIES OGGUR, � ` SHRUBS/ORNAMENTAL GRA55�5 PLANT G2U?�NTITIES ON PLAN SH,4LL TAKE PREGEDENGE OYER THOSE IN THE PL?�NT SGHEDULE. 4. PROVIDE A ST,4KED L?�YOUT OF ,d,LL PL,4NTING LOG?�TIONS �OR �EUIEW SY LANDSG?�PE f4RGH1TEGT 55U 13 50RB,�R1,4 50RBIFOLI?� UR?�L Ff�LSE SPIRE,4 � G�LLON PRIOR TO BEGINNING WORK. H5B 32 H�LIGTOTRIGHON SEMPERVIRENS BLUE f4VENA GR,�SS I G�LLON 5. PL�4NTING BEDS SHA,LL BE MULGH�D WITH I" (DEPTH) 501L PEP. SHRUBS TO BE MULGH�D WITH 2° M5G 10 M15GANTHUS SINENSIS 'GRAGILLIMUS'' GR�ZIELLA M,41DEN GR?�SS I GALLON SHREDDED GED�R f�BO�/E ROOTB?�LLS O 10 C. PL,4NTING BAGKFILL ?�ND 501L M(X USED IN SH?�LLOW PLANTING ,4REA5 ABOVE GARAG� TO BE P�RENN1,4L5/GROUNDGOVER �PALLETTE) DETERMINED. , . �l. �LL L,4ND5GAPING SH�LL BE IRRIG?�TED BY ME?�N5 O� ,4N AUTOM,4TIG UNDERGROJND IRRIG?�TION �� " _ , HOST,� 'HONEYBELLS' - GREEN PLf�NT,�IN LILY I G,4LLON SYSTEM. TREES, SHRUBS, AND ORN�MENT�L GRASSES SH�LL BE DRIP IRRIG?�TED. PERENNIAL 5cale I" = 10'-O" North � , ; , PENSTEMON STRIGTUS ROGKY MTN. PENSTEMON I G,4LLON FLOWERS AND GROUNDGOYER SHALL BE IRRIG�TED WITH POP-UP SPR�Y HE�DS. ?�QUIEGI� G,4ERULE� ROGKY MTN. GOLUMBINE I G�LLON °� � H�UGHERA SANGUINE?� 'SPLENDENS RED GORAL BELLS I G�LLON NO��I� ��G� � �-� L?�MIUM M?�GULATUM 'PURPLE DRAGON' PURPLE DR,4GON NETTLE I G,4LLON � � 4� L I G U L�R I� 'T H E R O G K E T' T H E R O G K E T R f�4 G W O R T I G A L L O N ��N��Ca��� � �_ M,4HONIA REPENS GREEPING HOLLY I GALLON ���I� � ���� MON�4RD� 'G�4MBRIDGE SGARL�T' RED BEE-B,�LM I G�LLON 1`�'v�a�:�3�, �� ���� � � PHLOMIS Gf�SHMERI�.NA HIMAL,4YA,N SAGE I G,4LLON ���"������ ��� ���� � GAMP,4NUL� ROTUNDIFOLI?� 'OLYMPIGA' BLUE HAREBELL 4" POT ����������� � AEGOPODIUM '�IARIEGATUM' BISHOP'S WE�D 4�� POT � - ��������I�•�� __ ALGHEMILLA MOLLIS 'THRILLER' THRILLER L?�DY'S MANTLE I G?�LLON ��n _ - - �� m �� � ����o � � . . c� � . . . . . . . .. . . . . . . . . . . . . . . . . � . �. . . � . � � � . . . . � .. . � . . � . . . . � . . � . . . . . . . . . '�,. 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