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Home My WebLink AboutB11-0165 NOTE: THIS PERMIT MUST BE POSTED ON JOBS/TE AT ALL TIMES 'Yi 'TOW�v'OF 6'A�,`` Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B11-0165 Project #: PRJ11-0137 Job Address: 610 W LIONSHEAD CR VAIL Applied.....: 06/08/2011 Location......: NORTH DECK Issued... : 08/09/2011 Parcel No....: 210106307000 OWNER LANDMARK CONDOMINIUM ASSOCiA 06/08/2011 Phone:970-476-1350 610 WEST LIONSHEAD CIRCLE VAIL CO 81657 APPLICANT J.L.VIELE CONSTRUCTION 06/08/2011 Phone: 970-476-3082 1000 S Frontage Road W,#202 Vail CO 81657 License: 188-A CONTRACTOR J.L.VIELE CONSTRUCTION O6/08/2011 Phone:970-476-3082 1000 S Frontage Road W,#202 Vail CO 81657 License: 188-A Description: IMPROVEMENTS TO NORTH DECK OF THE LANDMARK INCLUDING NEW LANDSCAPING WITH NEW SITE WALLS WITH RAILINGS, WATERPROOFING AND LIGHT FIXTURES. Occupancy: Type Construction: Valuation: $85,000.00 ..�............................................,,.,,,..............,,,.,......�.... FEE SUMMARY .=...=x....._...,.,..._.,._,....,.,,,.......,.,.,................,,.......,,,....... Building Permit-----------> $888.75 Bldg Plan Check----------> $577.69 Use Tax Fee-----------------------> $1,500.00 Electrical Permit---------> $258.75 Elec Plan Check-----------> $168.19 Restuarant Plan Review--------> $0.00 Mechanical Permit------> $0.00 Mech Plan Check---------> $0.00 Additional Fees--------------------> $0.00 Plumbing Permit--------> $0.00 Plmb Plan Check---------> $0.00 Recreation Fee--------------------> $0.00 Investigation-----------------------> $0.00 Will Call------------------------------> $10.00 TOTAL PERMIT FEES-------------> $3,403.38 Payments------------------------------> 53,403.38 BALANCE DUE-----------------------> $0.00 .»........................................................................,,.__...,,.�........................,,.,........«.,.,..,._.......,,.,,.....,..._*___....._.,.,.................,... DECLARATIONS I hereby acknowledge that 1 have read this application,filled out in full the information required, completed an accurate plot plan,and state that all the information as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws,and to build this structure according to the town's zoning and subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSP O H MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM-4:00 PM. Si ature of Owner or Contractor ate �� '�'""�� Print Name combination permit_012811 , � ��Vl �� ; ......................................................................................................................>......,,....,,..,.,...,...x.....,,...,..,..................,,. CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: 611-0165 Address: 610 W LIONSHEAD CR VAIL Owner: LANDMARK CONDOMINIUM ASSOCIATION INC Location: NORTH DECK .................................................»,.......,..........,..,.........,.,...........,.,................�,....,....................*...xx....�....,,..............»....... combination permit_012811 1 � TO�QF VA� . *******,...,,.*********.****,****�*,***************..***.**,****************�*****,*�*.***.**************************,.*******..*.***„�*****,,.,.**„*,** REQUIRED INSPECTIONS AND STATUSES Permit#: 611-0165 Address: 610 W LIONSHEAD CR VAIL Owner: LANDMARK CONDOMINIUM ASSOCIATION INC Location: NORTH DECK *****„*************««*«*******�***�*,.,,***„****�******„***«**««*««*�**„*************„*„«„*„*******�***********,,.*««*******«**�******««**«**«**.,****.*,. Item: 00120 ELEC-Rough Item: 00190 ELEC-Final Item: 00030 BLDG-Framing Item: 00542 PLAN-FINAL Item: 00090 BLDG-Final combination permit_012811 ********�*********�***********************************************************************+* TOWN OF VAIL, COLORADO Statement ************�*+*+++*+*******+******+***+********************�***************�***********++** Statement Number: R110000959 Amount: $2,825.69 OS/09/201103:40 PM Payment Method: Check Init: LC Notation: #9047 / landmark condominium assoc ----------------------------------------------------------------------------- Permit No: B11-0165 Type: COMBINATION BLDG PERMIT Parcel No: 2101-063-0700-0 Site Address: 610 W LIONSHEAD CR VAIL LoCation: NORTH DECK Total Fees: $3,403.38 This Payment: $2, 825.69 Total ALL Pmts: $3,403.38 Balance: $0.00 *****+**********************a************+++************�*********************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 888.75 EP 00100003111100 ELECTRICAL PERMIT FEES 258 .75 PF 00100003112300 PLAN CHECK FEES 168.19 UT 11000003106000 USE TAX 4% 1, 500.00 WC 00100003112800 WILL CALL INSPECTION FEE 10.00 ----------------------------------------------------------------------------- MARTI N / MARTI N � C C� C� � M � � C❑NSULTING ENGINEERS � D �� ' JUL 2 6 2011 TOWN OF VAIL 7uly 20, 2011 `— Mr. Bill Pierce �Town of Vail Pierce Architects �� 1650 Fallridge Road, Suite G1 � � CO Vail, Colorado 81657 Re: Landmark North Deck Landscape Plan Martin/Martin Project No: 22916.S.01 Mr. Pierce, I have completed my structural evaluation of the existing structure for the addition of the landscaping area to be installed on the north plaza of the Landmark Property in Vail, Colorado. Previously, I reviewed the original structural drawings dated February 28, 1973. The drawings indicate that the design live load for the plaza area was 100 pounds per square foot(ps�. The Town of Vail currently requires a 100 psf allowance for snow loads on exposed surfaces. Since any landscaping materials applied to the surface would be additional load over and above the snow load allowance, further investigation and analysis was required to approve the proposed landscape plan. On March 9,2011 I visited the property to perform an investigation of the structure on the north end of the plaza level that would support the proposed landscaping materials. The structure under the proposed area consists of 8 foot wide x 18" deep precast concrete double tees (8DT18). These double tees span north-south and are supported by a cast-in-place concrete foundation wall on the north and a precast inverted tee beam on the south. The clear span of the double tee members between the inverted tee and exterior wall is approximately 1 T-5". While on-site,I performed non- destructive testing of the existing double tees and composite topping slab above to obtain additional design parameters. I discovered that the topping slab above the double tees has an average thickness of 3 inches and the double tees in question contain two(2)bonded prestressed tendons per double tee stem (4 total tendons per double tee). The tendons are located at 2 inches and 8 inches from the bottom of the double tee stems. The tendons are not harped,but rather maintain their offset from the I bottom of the double tee stem throughout the length of the beam. I was unable to confirm the existence of any shear reinfarcing within the double tees and have therefore assumed none is present ' for my analysis. While on-site,I performed a brief visual assessment of the condition of the structure. I observed that water was leaking down the face of the north foundation wall in select locations. In one particular area,the water collected in and around the bearing pockets of the double tee beams. This has caused the steel bearing plates at the base of the double tee stems to corrode and deteriorate. The concrete on four(4)double tee stems has cracked and spalled(photos 1 &2). Because of the deterioration to the structure at these locations, the double tees do not have their full original structural capacity. Repairs to the (4)double tee stems will be required to re-establish their original structural integrity prior to the addition of any new landscaping materials above. I also observed the waterproofing membrane applied to the top surface of the deck has deteriorated and begun to delaminate directly above the damaged tee stems previously discussed. I recommend that the failed waterproofing materials be removed, the existing concrete surface repaired (if necessary) and a new coating be applied to the area to protect the repairs to the double tee stems, as well as to prevent additional water from entering into the garage. In addition to performing the site observations and assessment discussed above, I met with design engineers from Rocky Mountain Prestress(RMP)to better estimate the original structural capacities using specialized double tee design software, as well as to better understand the industry standards for reinforcement patterns in double tee beams that would have been used at the time the building was constructed. I based my final analysis of the existing double tees on my discussions with RMP, my field observations, measurements, and the following assumptions: ■ The approximate locations of the landscape materials will be installed as shown on the attached space plan. ■ The planting medium used shall be limited to a maximum compacted soil density of 95pcf. ■ The foam filler to be used as shown on the attached sketch SK-01 shall be limited to a maximum weight of lpsf per inch thickness. ■ The stone veneer used to cover the CMU wall will have a maximum weight of 12.7 lbs/cu.ft. per inch of thickness. ■ No mulch will be used in addition to the soil and compost shown on the attached detail. ■ Repairs to the damaged double tee stems and waterproofing coating are to be implemented prior to the addition of any landscape materials or features. ■ The maximum dimensions shown on the attached sketch SK-01 will not be exceeded. Based upon these design parameters, I have concluded that the existing structure is capable of supporting the weight of the landscaping materials to the extent shown on the attached sketch SK-Ol. Provided the dimensions outlined in this sketch can be met,no structural upgrades to the double tees and their supporting structure are required. Please contact me if you have any questions regarding this report. Sincerely, cc1P0 •�C ::�� 'S'�''••�' Ben Bromiel, P.E. �z 4 �� 'o :� �. Investigative Engineer �p'•.� ��^�' d- \ �css��N�E�G � � ! Related Photos: �� i �<° . 1 ' �,� ��' ��'� .��. , }w .�t `� �� J" - ,�+.,,,,�� `'✓ � ., � `�,.�,,..,�,:. � z��" " �� .�, °.�: ,n'�;� �� - � n, � ��r., . . .� t .. . �_ ____. _ � Photo 1: Deteriorated double tee stem bearing locations �; ' -'�� ;� � ;�. � , „ ��". o�„ -� ,��;, � � � ��: �_: �� .. �.�_ F� � � � ~�� ,�1..:.. �. • . . . v�h ry�:; �. T p,� l� � � u.. � � � � � � ��: � , „� �, ' I��E� .��o'� u' � �� . � �'� �; �} _ � �� .� Photo 2: Close up of corroded bearing plate > � L � � � � � � - N � ni ' � C � �i, � N " p� � NOTE: ` - -- �� Y sr�L YA z REPAIRS TO DOUBLE TEE � _ �;;; �; � STEMS MUST BE COMPLETE 1 � � PRIOR TO THE ADDITION OF � � c 10'-6" MAX LANDSCAPING MATERIALS g �, � j FROM NORTH FACE OF WALL ; E � � � � � E 9 � ° � ' I � � � � fi �) � � � � i � ' 3'-0" MAX � � � � _ _ ... ---_ .... __. („) � z J p I FROM NORTH FACE OF WALL W Z a � � `� � � ' _ PLANTING MEDIUM AND � u � STONE VENEER -�'� � ¢ � '-'-' i o � c� � m ;� � o > ; �- � ,,, --- COMPOST MIXTURE RE: Z � n� AND RAILING � �' � L A N D S C A P E A R C H �— `"' _� RE:ARCH � ', ; I � C!� °Q �g � , ; ;� i ; � �`. , � , �� :� � i i i _ i_ � _�` -- - i i (�y i ' O H � e€ , ;a i x � a F� €( Cg a �� f�c�� . �—� `� Z z � i r,�t�� s � �( i '` �..!�,+�c�!«aw'..� „�!!. ..:.»�k�',a««±!t_...,, ' �.' 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'�'�_E�v�� I 0 P�J - E�E��a I��J �i �,��FE� E �.� ,r��;FP��, , r� — E CC R�N— �1, 4'04 5.�l l �i_.��.'(.(�1J: ` T�:RnN C.r T' n\� 1 �S �.L�C�. =.��-1� l;� ��_,F�,LC_�=1• �„ � � � � �� a°- ' ��° SITEPLAN A100 r'� �. � � �a� .� �� Department,of Community Development� ,e ¢ � -�� <�, . �� .� �� '� � `„� � 7�5 South Frontage Ro�tl , "��' , _ �"x� �. ;�` �� t= .� "`�'` .�,. '-� Vatl,;Cplorac�o 8��,�� " � w� h� �� :� � =:�� ,. Tel: 970=479 2'�� ,� . . ��, � ...�� - � Fa�. 970 ?��9 24� � � � � ` � �_ �e ,> � � � , , , ' , 4 � . ' ��"�.. .,�� j �' � �``� �:;� �� a , _. �� ;��. Web ww"w�aiigc��,� �. �.�. ��r � " " -� - � Devel�spmenf�Re�rtFeint,Cos�rt#in��o �� °-ru ��,--s�j� f�:� �.; - � � t ,��, �;-�; � �..��. -!P�f�y ��Ir b¢��, � ° s��.. ��r�- �Ea�ia-z �,,. ,�° ��" ti$ •- �� d.n..�.��.,u.�� _�� :� ffi'� � ��-_� �'� � .r .m.��a�,s'��L'��, TRANSMITTAL FORM Revision Submittals: 1. "Field SeY'of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved&the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance. Permit#(s)information applies to: �� Attention: � �� ( ) Revisions j O Response to Correction Letter ' j � � —Q�(Q� �,�Cq _attached copy of correction letter ( ) Deferred Submittal � � NNIUr� � ) Other ' I ; ;; ' _ .�._u�, ��_�....�_ ��....�.�. �a� M�...__..___.��...�� . _.��.�P.��„_,.u.._ .�,�. .�.,..�,s..wr, _�...,�..�.�.w.�.,��..�.�..��.. m_n�.-��_.,.�.�.....�..��..�.�...mi `:Project Street Address: �` ` , ' � Description/List of Changes: ; �2 l U (.1. L 1 nn�sraE.P�. -t � � � �(Number) (Street) (Suite#) � b�A�C C— T��C R �00 � � n� iBuilding/ComplexName: �.��i1,M14Q�5, � —�EMOV��I� SECt�oa Dr—IYIETA� �M1� i : � 6....�..«�,w»:,..,,,.�,..,.�.,...,.:,. ,»..,,...,:. ........-....�:a,<,..,,,a�>,.„ ....,,<.w_. _., �...,. _�._..,...W,..,,. __.... ,,:..:..,..>��.�.w�� .:e..,..: Contact Information: � n ECompany: ,�) �,f 1 �G t»STRiACT�a � �` mET �� ILL �C350�J QE� 1.4�R,uCa.E S � t �Company Address: lDnO J�. �Ro.vrEK:E�l� � , 'City: 1��1 L� State:�(�Zip: ` ��' ; i p ;Contact Name: � -r�f ��1��Q� � :Contact Phone: 1�O — ��n — �� g� i E-Mail SC,p'�'t.Q V i Q�2Cnn4'�r � �i�* ,Con� g ; � ��.,ti�...�� .�..,�.�.�,��,�,�,��,...��..,� ....._._,... o..�, � _. ..,.�_�..w,.�..,,,.,�.,�._.. � k ,._., i !Revised ADDITIONAL Valuations (Labor 8�Materials) �(DO NOT include original valuation) ; !: Building: $ ;(use additional sheet if necessary) ;__ ___ _ __. __ !Plumbing: $ � � � � „ „ � `:Date Received: v ? Electncal: $ � i ;Mechanical: $ � auG o 1 2Q�� (Total: $ � . ` E____� .__, ____ _______ __._---_ __.___ _ ____-------__ _______ �_____`� T�WN OF VAIL O1-Jan-10 f-,.._- :;_ . . . . � . . . .. . .. , . . . .. . � }��'� Department of Community Development t �•� °� x�=_ � ,. . , " , . 75 South Frontage Road �- '� ��.�° x , . . : �.. � � � � •�. � }� Vail, Colorado 81657 . ;.4 '3R� �,*a��,.� , � -� � �f�.�, '� r � ; -:�� -'� � ., ,, Tel: 970-479-2128 °� � '"�`�,� � ., .� # ` Web: www.vailgov.com � _ � , � . _ � �� Development Review Coordinator , 1 :. t4 �� . . - f . ,� -- _ • , . . , , • 4, ..._-. t�.. t � -�_ � ' �;` , #q `�a �i_-_ �a�.s_j � � , ,� , . P � _ .�.� a� . .� .: � BUILDING PERMIT APPLICATION (Separate applications are required for alarm &sprinkler) Project Street Address: Project#: �_.?�,�;v� � �' 4!_�� t_ 610 West Lionshead Circle t tf�, (Number) (Street) (Suite#) DRB#: '��j�L�1�[�q _ Building/Complex Name: Landmark Building Permit#: I I'—O I �rZS '� Lot#: Block# Subdivision: Contractor Information Business Name: JL Viele Construction Work Class: New( ) Addition ( ) Alteration( �/) Business Address: 1000 South Frontage Road West Ste 202 Type of Building: City Vail State: C� Zip: 81657 Single-Family( ) Duplex( ) Multi-Family(✓) Contact Name: Scott Ashburn Commercial( ) Other( ) Contact Phone: 9�0.476.3082 Work Type: Interior( ) Exterior(✓) Both ( ) Contact E-Mail: scott@vieleconstruction.com Valuation of Work Included Plans Included Work Contra4tor Re�estrati Number: �88-A Electrical (�/)Yes ( )No ( )Yes (�/)No $5,000.00 �-/ X � _.._ Mechanical ( )Yes ( )No ( )Yes ( )No Owrr�r/Own r's epresentative Signature(Required) Plumbing ( )Yes ( )No ( )Yes ( )No Project Information Building (,�)Yes ( )No ( �/)Yes ( )No $80,000.0 Owner Name: Landmark ��_ �� Value of all work being performed: g 85,000.00 Parcel#: �� (�l �)� 3 3 (value based on IBC Section 109.3&IRC Section 108.3� (For Parcel#,contact Eagle County Assessors Office at(970-328-8640 or visit www.eaglecounty.us/patie) Electrical Square Footage _�2,�1� CN`� Detailed Scope and Location of Work: New landscaping with new site walls with railings, waterproofing,and light fixtures. � �, (USe additional sheet if necessary) 6 201� TOWN OF VAIL For Office Use Only: Date Receiv d: Fee Paid: �s � � � �/ Received From: D Cash Check # Q 1, CC: Visa / MC Last 4 CC # exp date: Auth # TO OF VAIL Ol-Jan-11 State of Colorado Asbestos Testing &Abatement Requirements Asbestos testing and abatement protects workers, homeowners, neighbors and emergency services responders from ex- posure to harmful asbestos. It is your responsibility to be in compliance with the State. Please contact the State directly for their requirements at the contact info listed below. When is asbestos testina reauired? ANY building projects disturbing more than these threshold levels of building materials require asbestos testing: One-and Two-Family Dwellings: 32 square feet All Others (commercial spaces, hotel rooms, etc): 160 square feet Definition of a single-family dwelling: any dwelling unit that is used primarily for a single family, including multi-family/condominium units,and fractional fee units. Asbestos testing results must be provided with your application for a building permit. Tests which identify POSITNE results at more than 1% require abatement by a State-certified abatement contractor. The clearance letter must be submitted to the Town of Vail before the building permit will be issued. Project Checklist My project Is into the category checked below: ; Will not disturb more than the threshold limits identified above. � Tested negative, or at 1% or below (i copies of test results included) � Tested positive at more than 1%, requires abatement (i copies of test results included) Tips& Facts: • Even recent construction projects may include asbestos-containing materials, so buildings of�age require testing. • The "1989 Ban" on asbestos-containing materials is commonly misunderstood. "In fact, in 1991 the U.S. Fifth Circuit Court of Appeals vacated much of the so-called "Asbestos Ban and Phaseout" rule and remanded it to the EPA. Thus, much of the original 1989 EPA ban on the U.S. manufacturing, importation, processing, or distribution in commerce of many asbestos-containing product categories was set aside and did not take effect." -CDPHE Asbestos test results and abatement permit applications should be submitted to: Town of Vail, Community Development, 75 S Frontage Rd, Vail, CO, 81657. Town of Vail Contact: State of Colorado Contact: Fire Prevention Bureau Colorado Department of Public Health Vail Fire Department and Environment 75 S Frontage Rd Asbestos Compliance Assistance Group Fire_inspectors@vailgov.com 303-692-3158 970-479-2252 asbestos@state.co.us www.vailgov.com www.cdphe.state.co.us O1-Jan-11 � J � �31�—o � c�5 MARTIN / MARTIN � CONSULTING ENGINE�R!S Mr. Bill Pierce Pierce Architects 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 Re: Landmark North Deck Landscape Plan Martin/Martin Project No: 22916.S.01 Mr. Pierce, I have completed my structural evaluation of the existing structure for the addition of the landscaping area to be installed on the north plaza of the Landmark Property in Vail, Colorado. Previously, I reviewed the original structural drawings dated February 28, 1973. The drawings indicate that the design live load for the plaza area was 100 pounds per square foot(ps fl. The Town of Vail currently requires a 100 psf allowance for snow loads on exposed surfaces. Since any landscaping materials applied to the surface would be additional load over and above the snow load allowance,further investigation and analysis was required to approve the proposed landscape plan. On March 9,2011 I visited the property to perform an investigation of the structure on the north end of the plaza level that would support the proposed landscaping materials. The structure under the , proposed area consists of 8 foot wide x 18" deep precast concrete double tees (8DT18). These double tees span north-south and are supported by a cast-in-place concrete foundation wall on the north and a precast inverted tee beam on the south. The clear span of the double tee members between the inverted tee and exterior wall is approximately 17'-5". While on-site,I performed non- destructive testing of the existing double tees and composite topping slab above to obtain additional design parameters. I discovered that the topping slab above the double tees has an average thickness of 3 inches and the double tees in question contain two(2)bonded prestressed tendons per double tee stem (4 total tendons per double tee). The tendons are located at 2 inches and 8 inches from the bottom of the double tee stems. The tendons are not harped,but rather maintain their offset from the bottom of the double tee stem throughout the length of the beam. I was unable to confirm the existence of any shear reinforcing within the double tees and have therefore assumed none is present for my analysis. While on-site,I performed a brief visual assessment of the condition of the structure. I observed that water was leaking down the face of the north foundation wall in select locations. In one particular area,the water collected in and around the bearing pockets of the double tee beams. This has caused the steel bearing plates at the base of the double tee stems to corrode and deteriorate. The concrete on four(4)double tee stems has cracked and spalled(photos 1 &2). Because of the deterioration to the structure at these locations, the double tees do not have their full original structural capacity. Repairs to the(4)double tee stems will be required to re-establish their original structural integrity prior to the addition of any new landscaping materials above. I also observed the waterproofing membrane applied to the top surface of the deck has deteriorated and begun to delaminate directly above the damaged tee stems previously discussed. I recommend that the failed waterproofing materials be removed, the existing concrete surface repaired (if necessary) and a new coating be applied to the area to protect the repairs to the double tee stems, as well as to prevent additional water from entering into the garage. In addition to performing the site observations and assessment discussed above, I met with design engineers from Rocky Mountain Prestress(RMP)to better estimate the original structural capacities using specialized double tee design software, as well as to better understand the industry standards for reinforcement patterns in double tee beams that would have been used at the time the building was constructed. I based my final analysis of the existing double tees on my discussions with RMP, my field observations, measurements, and the following assumptions: ■ The approximate locations of the landscape materials will be installed as shown on the attached space plan dated 3-23-2011. ■ The planting medium used shall be limited to a maximum compacted soil density of 95pcf. ■ The foam filler to be used as shown on the attached sketch SK-01 shall be limited to a maximum weight of 1 psf per inch thickness. ■ The stone veneer used to cover the CMU wall will have a maximum weight of 12.7 lbs/cu.ft. per inch of thickness. ■ No mulch will be used in addition to the soil and compost shown on the attached detail. ■ Repairs to the damaged double tee stems and waterproofing coating are to be implemented prior to the addition of any landscape materials or features. ■ The maximum dimensions shown on the attached sketch SK-Ol will not be exceeded. Based upon these design parameters, I have concluded that the existing structure is capable of supporting the weight ofthe landscaping materials to the extent shown on the attached sketch SK-01. Provided the dimensions outlined in this sketch can be met,no structural modifications to the double tees and their supporting structure are required. Please contact me if you have any questions regarding this report. Sincerely, -- - � Ben Bromiel, P.E. Investigative Engineer 3/28/2011 Related Photos: a � �'�� l , � � � � � �� . � .. �. . � ��, � � � �� _ , :�. . � � � ��:� � �; � � ��' � ;� � _ _ �_ � ��, �� ,�,,. , �.� _ ��a, � � �Pfi�- _�� i . : . � r �� k ��: 3 y - t�� s � -�?,�,, . �,� . r s� �; s c�,. �. r� ,�a rn,kXX �t'� ��I ;d;' \.y`�� , Photo 1: Deteriorated double tee stem bearing locations �:,. x.{ 'ra�: , �'''.... � �� . . t� . . . � . .. . � �� t:s: ..`.'� ;� .4,.� _ , '' r.-, , � �ttt� �;�. a� d� ��.` ,_..�,� �#�, ��* �w�._ �..f *�� fi �o.,. � �s.. �� . A��,:.� �:: . . ` „�. . ia:. w �y_�b�. ,a.. �". v � . �: � �y.'� �§ ,�� `�.� �� ,;. �p. : � " . k,vk. ., r � �:t t[S � � � "?" . � �� ,�: ,'3�:� r �� 'a. — { t 2 ^� i;,;.;. �, �. . �., ''f, ��' "�ar. ��,: ,}�. � .,}S.. � . - ��3&,. . ..... Photo 2: Close up of corroded bearing plate � � < �� s e � m� � $��'o 10'-6"MAX � FROM NORTH FACE OF WALL I ii � � I Z J Q O � LL � � STONE VENEER � a � "' AND RAILING � � o RE:ARCH \ _ \I - _ I I I -I I I-- _I I I T I I I -I I I I I- I I I I I=I I I: I / EXISTIAC DOUBLE �J � TEE AND TOPPINC � WATERPROOFING � MEMBRANE RE:ARCH FOAM FILLER RE:ARCH — � I 3'-0"MAX FROM NORTH FACE OF WALL o � _� � REPAIR DOUBLE TEE � STEMS AS REQUIRED TO � / RE-ESTABLISH ORIGINAL STRUCTURAL CAPACITY NOTE: REPAIRS TO DOUBLE TEE STEMS MUST BE COMPLETE PRIOR TO THE ADDITION OF LANDSCAPING MATERIALS PLANTING MEDIUM AND COMPOST MIXTURE RE: LANDSCAPE ARCH EXI3TINC COACRETE � FOL'hDA7'LON WALL L ; Y ' ' � r � : i E - �",+ . � Q � �.�..� �.�..� � � Q � aaodECr ra rt�ias.m DATE 32fl�11 9 M4RiII�MMRiIN 21p8 SHEET TITLE�. LANDSCAPING SECTION SHEETNUMBER�. SK-01 FW: glue specs Page 1 of 2 Nick Seglie From: Chris English [ChrisE@westernwaterproofing.com] Sent: Monday, February 28, 2011 10:24 AM To: Nick Seglie Subject: RE: Landmark North Deck Follow Up Flag: Follow up Flag Status: Red Nick- � I apologize for the delay in getting back with you. I was out of town all last week and didn't have as much time as I anticipated to work. I have sent in the product data on the adhesive to the material rep and he is checking on compatibility. Generally speaking, the artificial turf will often times holds moisture which can present problems such as mold and even compromise the membrane underneath. Depending on what type of inembrane is used, if there is too much water constantly submerging the membrane, the waterproofing may begin to weaken and degrade. We would generally put a urethane coating over a plaza deck to handle the movement, however, urethane coatings are not designed to be fully immerged under water which may result from applying the artificial turf. With that said, I am having the material rep check to see which product he recommends. As for the planter areas, the best product to use would be a hot applied American Hydrotech system. The membrane is a 215 mil fabric reinforced system that is typically spec'd for planters and below grade waterproofing. I have attached a data sheet for your reference. Again, on open plaza decks, we would typically apply a urethane deck coating such as the BASF Sonnoguard deck coating system. This system is designed to go over concrete (or many other substrates)and has a UV stable wear coat. The coating can be applied in different colors and thicknesses depending on the exposure (i.e. vehicular, pedestrian etc). Please let me know if you have any other questions, Thanks CHR/S ENGL/SH Project Manager Western Waterproofing 5055 N. Washington Street Denver,CO 80216 303-364-6200(0) 303-944-7694(C) 303-367-8252 (F) www.westernwaterproofing.com From: Nick Seglie [mailto:nseglie@vailarchitects.com] Sent: Monday, February 21, 2011 8:38 AM To: Chris English Subject: Landmark North Deck Chris, Attached is a floor plan along with specs for the glue used with the artificial turf. This deck currently has a pedestrian coating. 3/30/2011 � o ■ ■ Hti+DROTECH O � Tech Data �� ,`'� membrane is also available in metal 55 �w�� Container/Weight/Coverage gallon drums weighing approximately �' MM6125/MM6125EV is packaged in 500 Ibs. Each drum contains 8-10 cakes �-•,, _ � y�'�. , f - # cardboard cartons,with a single 40 of inembrane (approximately 50 Ibs. $ r Ib. cake of inembrane per carton. The each)which are double wrapped in low w • ��• �� :�._,__ �� ..— �;;,, — , Property Requirement Test Method g Flash Point 500°F(240°C�` CGSB 37.50-M89, <500°f(260°C►`,MM6125EV ASTM D-92 Low Temperature Crack No cracking,aclhesion�oss, CGSB 37.50-M89 Bridging Capability or sp�iHing Water Vapor Permeabi�ity 1.7 ng/Pa�s)m max CGSB 37.50-M89 ` � (0.027 perm) ASTM E-96,Procedure E Water Resistance No de�amination,b�istering, CGSB 37.50-M89 (5 clays/50°C) emu�sification,or cleterioration i. Product Name Water Absorption Gain in weight 0.35 g max CGSB 37.50-M89 Monolithic Membrane 6125'" and Loss in weight 0.18 g max Monolithic Membrane 6125°EV E�asticity/Ratio of Toughness Min. toughness of 5.5 jou�es CGSB 37.50-M89 (environmental grade). to Peak Load (48.67 in pound)/.04(1.50) 2. Produtf Destripiion �scosity 2-15 seconds CGSB 37.50-M89 Basic Use Heat Sfabi�ity No change in viscosily, CGSB 37.50-M89 Monolithic Membrane 6125 (MM6125°) penetration,flow or is designed for use as a waterproofing low temperature flexibiliy and roofing membrane,typica��y on Low Temperature No delamination,adhesion CGSB 37.50-M89 concrete structures in vertical and Flexibiliy(-25°C) (oss,or cracking horizontal applications such as roof penetration @ 77°F (25°C) max 1 10 CGSB 37.50-M89 decks, parking decks, ref�ecting pools, @ 122°F(50°C)max 200 ASTM D-1 191 p�azas, mechonica� room sub-{�oors, Flow @ 140°F(60°C)3.Omm-max CGSB 37.50-M89 foundation walls, mud slabs, tunnels or planters. MM6125 is available in an ASTM D-1191 environmenta�grade,MM6125°EV, for Sokening Point 180`F(82 C) ASTM D-36 Garclen Roof�/green roof and LEED Elongation 1000°�min � ASTM D-1 191 � credit opportunities. Resiliency 40�o min ASTM D-3407 Bond to Concrete Pass ASTM D-3408 Limitations �"` ►0°F,-18°C) • MM6125/MM6125EV is not intended Hydrostatic Pressure 100 psi ASTM D-08.22, as an exposed or traEfic-bearing Resistance (=231 foot head of water) Dra(t 2 membrane. Acid Resistance Pass—Nitric Acid ASTM D-896-84 • Do not install MM6125/MM6125EV over lightweight structural concrete Pass—Sulfuric Acid Procedure 7.1 without prior written approval from Note 8 Hyclrotech. Salt Water Resistance No clelamination,b�isfering, ASTM D-896 simi�ar • Lighiweight insulating concrete is not (20�sodium carbonate emulsification,or deterioration an acce�table s�bstrate. and calcium chloride) • For applications be�ow 0°C,consu�t Fertilizer Resistance No delaminotion,blistering, ASTM D-896 similar Nydrotech. (undiluted 15/5/5 nitrogen emulsification,or deterioration Composition and Materials /phosphorus/porash) MM6125EV is a hot-applied rubberized Animal Waste Resistance No deterioration 3 year exposure asphalt specially formulated from refined Solids Content 1003'0—no solvents � asphalts,synthetic rubber and inert clay Shelf L�fe 10 years(sealed containers) filler. MM6125EV can be formulated Specific Gravity 125 with up to 25%post-consumer recyc�ed 'or alternatively not less than 77°F(25°C)above the manufacturer's maximum recommended content. application temperature. densiy polyethylene. The weight of the installed membrane is Priming Precautions approximately 1.17 pounds per square Hydrotech's Surface Conditioner should Use in well ventilated area. In areas foot for the 180 mifs thick standard be spray applied to concrete at a rate of with limited ventilation,wear a positive assembly. For the fabric reinforced approximately 300 to 600 square feet pressure air supplied niosh/MSMA assembly the weight of the installed per gallon.Allow surface conditioner to approved respirator. Avoid skin and membrane is approximately 1.4 pounds dry thoroughly before membrane is to be eye contact. User must read container per square foot. applied. Other substrates such as wood label and Material Safeiy Data Sheets and metal do not need to be primed. for health and saFey precautions prior The fabric reinforced assembly for to use. waterproofing/roofing applications is Application required for the following conditions: Use a double-jacketed, oil-bath or air 5.Availability and Costs jacketed melter with mechanical agitation Availability • Over extreme�y rough substrates specifically designed for preparation Through American Hydrotech, Inc. Sales • Retrofit applications of hot-applied, rubberized asphalt Representatives worldwide. •Over wood plank and plywood materials. Melter must be capable of substrates maintaining the membrane temperature Costs •Over gypsum board secured to metal between 350°F and 400°F(177°C- MM6125/MM6125EV is competitively deck substrates 204°C�. Construction joints, control priced. Contact your local American • Over concrete block units joints and all cracks greater than 1/16" Hydrotech, Inc. representative or • Or, as otherwise directed by shall be treated with a 125 mil coat of Hydrotech directly at: Hydrotech MM6125°/MM6125@EV. All flashing and detail work should be completed American Hydrotech, Inc. This type of installation consists of a coal prior to the application of the membrane. 303 East Ohio Street of inembrane at a minimum thickness of MM6125/MM6125EV may be squeegee Chicago, IL 6061 1-3387 90 mils,a reinforcin�fabric (Flex Flash applied on to horizontal surfaces and Phone 312.337.4998 F)embedded into it ollowed by a second hand troweled or roller applied on to Fax 312.661.0731 coat of inembrane applied at a minimum vertical surfaces. thickness of 125 mils. 6.Guarantees For the standard assembly MM6125/ Contact American Hydrotech, Inc. for Applitable Standards MM6125EV should be applied at 180 specific warranty information. Meets or exceec�s the performance mils(3�16",4.8mm�, minimum 125 mi�s requirements of The Canadian General (��s", 3.2mm) in a continuous, monolithic 7.Maintenance Standards Board, CGSB-37.50-M89 and coating. None required. Damaged Monolithic applicable ASTM Test Methods. Membrane 6125/6125EV is easily For the fabric reinforced assembly repaired by removal of the damaged 3.Technical Data MM6125/MM6125EV is initially applied material and coating with new Monolithic Typical physica� properties of Monolithic to the substrate at a minimum thickness of Membrane 6125/6125EV. Membrane 6125�and Monolithic 90 mils. The fabric reinforcing (Flex Flash Membrane 6125°EV are shown in Table f) is embedded into the membrane while Technical Service 1 (on first page). it is still warm and tacky. A second coat Technical support is provided by a of MM6125/MM6125EV is then applied trained network of sales represenfatives 4. Installation at a minimum thickness of 125 mils, and a Technical Services Department. SurFace Preparation fully encapsulating the fabric reinforcing All concrete surfaces must be clean, dry, within the membrane. free of voids, projections, loose material, laitance, dust,oil, unapproved curing If a leak test is to be conducted, it may compounds or other contaminants. be carried out electronically or by flood Hydrotech recommends structural weight testing. For flood testing,submerge the concrete to cure/dry 28 days, minimum membrane in a minimum depth of 2" 14 days, prior to the application of of poncling water for 48 hours after the membrane. Concrete must have a the membrane and protection layer are wood-float or wood troweled finish. All installed. exposed metal shall be free of paint,oil, rust and contaminants. Complete MM6125/MM6125EV specifications and guideline details are available upon request. � � Americon Hydrotech,Inc. Hydrotech Membrane Corporafion 303 East Ohio Street,Chicago,Illinois 6061 1 10,951 Parkway,Ville D'Anjou,Quebec H1J 1 Sl Hti+DROTECH 800.877.6125;312 337.4998 800.361.8924;514.354.6649(fax) 312.661.0731 �fax) Toronto 800.668.8963;905.471.6699(fax) . i n fo@ hyd rotech u sa.com www.hyd rotec h u sa.c om OO 2009 AMERICAN HYDROTECH,INC. rhe�a,��,n ad�n�lwd�dex�bed he�e��,„�e d,��/dk n,al P��y ol nmed�Hyd,o�d,,i�cwr�s,fea,�d�rn«�a m,y��d,�,�i w��l�n�,��, i:snictly prohibiAed.we hope Ihe inf�mafim gi�n here will be f�elpf�l.It is 6ased m dala and knowledge crosidered a 6e Ir�e ond conect md is oHered Iw Ihe use�s cm:ide�anm,irnestigafim and�cv;Gmiim.IFie informafi«,is wbjea ro change wi�hwr rafice The de�erminafim o{witabiliry and Hm�s of ihe produds 2009-TDS-2b125C0-DY and Ihe apPl��an«,d��bed he��fo,a pam�„la�po�pose�s��P,po��s�b�By of��s..».H��eod d sr��me�n,�.aRO�nes,,c om�,�daeo�s a,d uygeshons in<onj�nction w�lh the cmditims ol w�e whith opp�y b d goods sald by l4r�erican HydroMd�,hc.6or Ihe Unikd$fafes at�d abroad,or Hydrdech nnen,brane corp«afion for canada,ind�dirg d,e e�q�,ess disdoimer by each con,po�y of d,e�mplid.wna,ng of inerd,o�abiliy o�fimess fw a parnnkr wrpose.Nd4,�irg saied herein is inr«ded ro�n6�nge m my pokn�w<opyright. � BASF The Chemical Company PRODUCT DATA 7 0718 0o Traffic SONOGUARD� Coatings Poly�a��tha�e ��-�tes�� t��, traffic-bearing membrane systems for ; ve��c��r ��€� ��„� �:��s i Description Features Benefits Sonoguard' waterproofing systems • Primer coat not rypically required �, Reduces labor and material costs are composed of: • VOC compliant Environmentally responsible SONOGUARD�BASE COAT,a one . Waterproof Protects concrete from freeze/thaw damage; component,moisture-curing protects occupied areas below from water polyurethane, damage SONOGUARD�TOP COAT,a one- . Chloride resistant Protects against chloride intrusion;extends life component aliphatic moisture-curing of reinforcing steel polyurethane, • Skid resistant Increases safety SONOGUARD"'TOP COAT TINT BASE, Multiple systems available Ideal for various vehicular or pedestrian consisting of 40 standard colors,(see � traffic situations Form No.1017936). For projects requiring primer,two ' Seamless elastomeric membrane Has no seams that may result in leaks choices are available: • Repairable and recoatable Extends the useful life of the system PRIMER 772 VOC,a one-component solvent-based primer and sealer, Top Coat Accelerator:1 pint(473 mL)cans Where to Use PRIMER 770,a two-component waterbome epoxy primer and sealer. Sonoguard`�Adhesion Promoter APPUCATION (for recoat applications):0.5 pint(236 mL)cans • Parking garages Color Yield • Stadiums Standard colors:Gray,charcoal gray,and tan See chart on page 3. • Balconies Packaging • Mechanical rooms Primer 772 VOC: ? • Piaza decks 5 gallon(18.93 L)pails Gray Charcoal Gray Tan LOCATION Primer 770: Colors are approximate;conduct final color matching • Exterior or interior 4 gallon(15.14 L)units in 5 gallon With actual material.For special colors,refer to pails(18.93 L) • Above grade Sonoguard°'Top Coat Tint Base(Form No.1017936). Base Coat,(self-leveling and Shelf Life • Suspended slabs slope-grade): SUBSTRATE 5 gallon(18.93 L)pails 1 year when properly stored. 55 gallon(208 L)drums Storage • Elevated concrete slabs Top Coat: Store in unopened containers in a cool,clean, • E�erior-grade plywood 5 gallon(18.93 L)pails dry area. 55 gallon(208 L)drums t SonnebornJ SONNEBORN'-PRODUCT DATA SON0611A110' Technical Data Composition Test Data Sonoguard"is a moisture-curing polyurethane PROPERTV` RESULTS TEST MErHOo membrane. ensE coaT TOP COAT Compliances Weight per gallon,Ibs(kg) 9.9(4.5) 9.1 (4.1) ASTM D 1475 • UL 790 Class A Fire Rating Specific gravity,kg/L 1.19 1.09 • ASTM C 957 Solids ASTM D 1259 • ASTM E 108 By weight,% 84 77 • ASTM E 84 By volume,% 81 75 Viscosity,cps 4,000–9,000 2,000–4,000 ASTM D 2393 Flash Point,°F(°C) 104(40) 105(40.5) ASTM D 56 `Uncured material PROPFRTIES OF CURED MEh9BRANES PROPERTY RESULTS TEST MEfHOD/ BASE COAT TOP COAT REQUIREMENTS Hardness,Shore A 60 89 ASTM D 2240 Tensile strength,psi(MPa) 752(5.2) 2,500(17.2) ASTM D 412 Elongation,% 595 502 ASTM D 412 Tear strength,PIT 74 199 ASTM D 1004 Weight loss,% 16 17 Max:40 Low temperature flexibility No Cracking No Cracking No Cracking and crack bridging Adhesion in peel afler water immersion,pli. Primed mortar 43 WA 5 Plywood 34 WA 5 Adhesion(Pull-ofQ,psi Base Coat 275 ASTM D 4541 CHEMICAL RESISTANCE TENSILE RETENTION(ASTM C 957) CHEMICAL RESULTS REQUIREMENTS BASE COAT TOP COAT Ethylene glycol 88 92 Min:70 Mineral spirits 47 60 Min:45 Water 96 83 Min:70 Test results are averages obtained under laboratory condRions.Reasonable variations can be expected. SONOGUARD�SYSTEM WEATHERING RESISTANCE AND ELONGATION RECOVERY(ASTM C 957) PROPERTY RESULTS REQUIREMENTS Elongadon recovery,% 94 Min:90 Tensile retention,% 151 Min:80 Elongation retention,% 94 Min:90 Abrasion resistance,mg lost; 1—system passes Max:50 CS-17 Wheel,1,000 g load,1,000 cydes Crack bridging,1,000 cycles System passes — SONNEBORNrPRODUCT DATA SON06UAR0' II' Test Data,cont. LIGHT TO HEAVY DUTV EXTRA HEAVY MED TRAFFlC (REFUSAL DUTY i &PEDESTRIAN METHOD) (REFUSAL METHOD) Base coat Wet mils(mm) 25(0.6) 25(0.6) 25(0.6) Dry mils(mm) 20(0.5) 20(0.5) 20(0.5) Coverage� 60(1.5) 60(1.5) 60(1.5) Mid coat Wet mils(mm) None 20(0.5) 32(0.8) Dry mils(mm) None 15(0.4) 25(0.6) Coverage� None 80(2.0) 50(1.2) Finish coat I Wet mils(mm) 25(0.6) 20(0.5) 20(0.5) Dry mils(mm) 20(0.5) 15(0.4) 15(0.4) Coverage 60(1.5) 80(20) 80(2.0) Aggregate Ibs per 100 ft' 10-25 50-60 60-SO (kg/m2) (0.5-1.25 (2.5-3.0) (3.0-4.0) Coverage rates are approximate and may vary due to the application technique used. Actual coverage rate will also depend on finish and porosiTy of the substrate. 'Coverage is ft-/gal(m�/L) '(16-30 mesh rounded silica sand or proportional equivalent) HOw t0 Apply 4. Dynamic cracks and joints 1/16"(1.6 mm)and 8. In locations of potential high movement,such as greater wide must be routed to a minimum of 1/4 by wall and slab intersections,apply 25 wet mils Surface Preparation 1/4"(6 by 6 mm)and cleaned.Install bondbreaker (0.6 mm)of Sonoguard�Base Coat and embed CONCRETE tape to prevent adhesion of sealants to the bottom of Sonoshield"�Reinforcing Fabric. 1. Concrete must be fully cured(28 days),structurally joint.Prime joint faces only with Sonneborn�'Primer METAL SURFACES sound,clean,and dry(ASTM D 4263).All concrete 733(see Form No.1017962).Fill joints deeper than surfaces(new and old)must be shotblasted to remove 1/4"(6 mm)with appropriate backer-rod and SL 2'" 1. Remove dust,debris,and any other contaminants previous coatings,laitance,and all miscellaneous (slope grade or self-leveling)or NP'"sealants(see from vent,drain-pipe,and post penetrations;reglets; surface contamination and to provide profile for proper Form Nos.1017903 and 1017911).For cracks, and other metal surfaces. adhesion.Abrasive shotblasting must occur after sealant should be flush with the adjacent concrete 2. Clean these surfaces to bright metal and prime concrete repair has taken place.Acid-etching is not surface.For expansion joints,sealant should be immediately with Primer 733. permitted.Proper profile should be a minimum of ICRI slightly concave. 3. Provide appropriate cant with NP 1'°,NP 2'",or CSP-3(approximately 80-100 grit sandpaper). 5. Sealed joints 1"(25 mm)or less can be coated Ultra sealant to eliminate 90°angles. 2. Repair voids and delaminated areas with BASF over with Sonoguard".Expansion joints exceeding 1" PLYWOOD Construction Chemicals branded cementitious and (25 mm)wide should not be coated over with epo�ry patching matenals.For application when fast- Sonoguard�so that they can perform independently 1. All plywood must be smooth-faced,APA- turn around repairs are required,Conipur�265 can be of the deck coating system. stamped,and exterior grade.Construction must used to repair patches up to 1"(25 mm)in depth. 6. Cut a 1/4 by 1/4"(6 by 6 mm)keyway into the conform to code,but plywood must not be less than Please refer to Technical Service for proper application concrete where the coating system will be 15/32" (12 mm)thick.Plywood spacing and deck techniques. terminated if no wall,joint,or other appropriate construction must follow APA guidelines. 3. For nonmoving joints and cracks less than 1/16" break exists.Fill according to instructions on cracks 2. Surfaces must be free of contaminants.Priming (1.6 mm)wide,apply primer when required,followetl and joints over 1/16"(1.6 mm)wide. is not necessary on clean,dry plywood. by 25 wet mils(0.6 mm)prestriping of Base Coat. 7. Form a sealant cant into the corner at the junction 3. All seams must be caulked with NP 1 "or NP 2'" The Base Coat must be applied to fill and overlap the of all horizontal and vertical surfaces(wail sections, sealants(see Form Nos.1017906 and 1017911). joint or crack 3"(76 mm)on each side.Feather the curbs,columns).Prime with Primer 733 and apply a Prestripe 4-6"(102-152 mm)wide with 25 wet edges. 1/2-1°(13-25 mm)wide bead of NP 1 ",NP 2", mils(0.6 mm)of Base Coat.Reinforce all seams or Ultra sealants.Tool to form a 45°cant. between plywood sheets and behveen flashing and the plywood deck by embedding Sonoshield" SONNEBORN`PRODUCT DATA SON06UAHD' Reinforcing Fabric into the prestriping. method.All coverage rates are approximate. at approximately 50-60 Ibs/100 ft (2.5-3 Priming LIGHT-TO MEDIUM-DUTY TRAFfIC&PEDESTRIAN SYSTEM kg/m�).Allow to cure ovemight. NOTE:When primer is required on a job,follow these 1. prime concrete substrate(if required). 4. Remove all loose aggregate,then apply 20 mils steps.When applying Sonoguard��without using a „ (0.5 mm)Sonoguard�"Top Coat using a flat primer,proceed to Application. 2. Apply 25 wet mils(0.6 mm)Sonoguard Base squeegee at 80 ft`per gallon(2.0 m�/L).Immediately Coat using a notched squeegee at 60 ft'/gallon backroll to level Top Coat. 1. After thoroughly vacuuming the surface,apply �1.5 m'/L).Immediately backroll to level Base Coat. Primer 772 VOC or Primer 770 to all the properly Allow to cure ovemight. IMPORTANT NOTE:All coverage rates are prepared deck surfaces at the rate of 200-250 approximate and may vary due to the application ft�/gallon(4.9-6.1 m`/L).Using a roller pan and a 3. Apply 25 wet mils(0.6 mm)Sonoguard"�'Top technique used.Actual coverage rate will depend on short-to medium-nap roller cover,force the primer Coat using a notched squeegee at 60 ft�/gallon finish and porosity of the substrate. into ores and voids to eliminate inholes.Do not (1.5 m�/L).Immediately backroll to level Top Coat p p material.While the coating is still wet,broadcast EXTRA HEAVY-DUiY SYSTEM apply over prestriping.Use only solvent-resistant Sonoguardri'Aggregate or 16-30 rounded silica 1. Prime concrete substrate(if required). tools and equipment. sand at 10-25 Ibs/100 ft�(0.5-1.25 kg/m�,then 2. Apply 25 wet mils(0.6 mm)Sonoguard"'Base 2. Allow primer to dry tack free.Base Coat must be backroll into the coating. Coat using a notched squeegee at 60 ft'/gallon applied the same working day. (1.5 m�/L).Immediately backroll to level Base Coat. Application LIGHT TO MEDIUM DUTY TRAFFIC Allow to cure overnight. 1. All preparatory work must be completed before AND PEDESTRIAN SYSTEM 3. Apply 32 wet mils(0.8 mm)Sonoguard"Top application begins.Be certain the substrate is clean, Coat using a notched squeegee at 50 ft`/gallon �oi_yuartl lo�foa�l�w imr. dry,stable,and properly profiled.Sealants and �aa�,��,a� � �� < <.�:�.�� (1.2 m�/L).Immediately backroll to level Top Coat. prestriping should be properly cured.Apply the base, ___ --�,- ------ _ While the coating is still wet broadcast SonoguardP' mid,and finish coats with a properly sized squeegee � � _ ____�_-_ -_ � _ Aggregate or 16-30 rounded silica sand to refusal to arrive at the required mil thicknesses. at 60-80 Ibs/100 ft�(3-4 kg/m2).Allow to 2. The best method to ensure the proper wet film � cure overnight. thickness is the use of a grid system.Divide the \��;C`�-��:'. surface to be coated into grids and calculate the ;� � i �� square footage of each.Refer to the coverage chart to s��9��a�a Ha;�c�ar ' �°�""`P EXTRI►HEAVY DUTY SYSTEM determine the quantity of Sonoguard°needed for each "'`"�``"'�`' (Aggregate to refusal method) Sonoguartl TcpCcal gnd to arrive at the required mil thicknesses.For ,,,wPr�,is, example,one pail of Sonoguard°�Base Coat will cover HEAVY-DUTY TRAFFIC SYSTEM � �� :,,,,m B�'e`""a` �quartl I Is1 an area approximately 300 ft2(28 m`),or a grid 30 by 1. Prime concrete substrate(if required). _ 10 ft(9 by 3 m)at 25 wet mils(0.6 mm).The mil 2 Appry 25 wet mils(0.6 mm)Sonoguard°°Base ��' '-�~ "�` �"'"�'r� thickness of all coats can also be verified by the use Coat using a notched squeegee at 60 ft'/gallon �._ \ '� ° y of a wet-mil thickness gauge. ��, (1.5 m�/L).Immediately backroll to level Base Coat. i �� , 3. Apply Base Coat 25 wet mils thick(0.6 mm) so�o9�am� �`�`� � Ailow to cure overnight. roPCoa�i3zwe�m��5i -=�' , t_. ..,. .- using a notched squeegee to entire deck surface, waha99,e9atem�e,�sa� "��=' overcoating the properly prepared cracks,joints,and 3. Apply 20 wet mils(0.5 mm)Sonoguard"`Top ��«�� flashings.For sloped areas,use slope-grade Base Coat using a notched squeegee at 80 ft'/gallon Coat.Do not coat expansion joints over 1" (2•0 m�/L).Immediately backro�l to leve�Top Coat. (25 mm)wide. While coating is still wet,broadcast Sonoguartl� 4. Remove all loose aggregate,then appiy 20 wet Aggregate or 16-30 rounded silica sand to refusal mils 0 5 mm Sono uard'"To Coat usin a flat 4. Allow curing time of overnight(16 hour � 1 g p 9 minimum).Slightly e�end the curing time in cool or squeegee at 80 ftz/gallon(2.0 m'/L).Immediately dry weather conditions.The surface of the base coat HEAVY DUTY 7RAFFIC SvSTEM backroll to evenly level Top Coat. should have a slight tack.If the coating has been (Aggregate to He(usal MetAod) Mockup exposed for a prolonged period,consult Technical `;°°��°��'�''��`��' � � „o.��,,,,,,i,� Provide mockup of at least 100 ft (9.3 m)to Service for recommendations. � - � s°"°yaartl��a"�°a' indude surface rofile,sealant'oint,crack,flashin , ��-� �__ i��wN��isi P 1 9 Application Methods _ and juncture details and allow for evaluation of slip Sonoguard`�can be applied using several methods, 'r-'�"" � resistance and appearance of Sonoguard�Systems. . depending on the degree of traffic the system is � � �� 1. Install mockup with specified coating types and exposed to.In areas of extreme traffic(turning lanes, �� 4 �`` ' with other components noted. � , . � a booths,ram s entrances and exits a I the so�o9�a�a= � P y p ' �' pp y roP coa�izo Wet m��5i \ -� , 2. Locate where directed by architect. Extra Heavy-Duty Traffic System(refusal method). v,,,n a99,e9ate�o,e,�sa� �.�'"' ' The following summary briefly describes each c��et� 3. Mockup may remain as part of work if acceptable to architect. SONNEBORN"PRODUCT DATA SONOGUABD' For recoat applications,see Sonoguard�Recoat System product data sheet. For Best Performance Troubleshooting Curing Time • Concrete should have a minimum compressive Problem—likely causes: Allow curing time of 72 hours before vehicular use strength of 3,000 psi(20.7 MPa)and be cured Irregular appearance—substrate too rough, and 48 hours before pedestrian use.Extend the for a minimum of 28 days. uneven coating application,uneven aggregate curing time in cool-weather conditions.To reduce the . Ensure Sonoguard"system will not be subjected distribution.SOLlITION:Recoating may improve timeframe in which Sonoguard"might be vulnerable to rising water tables or hydrostatic pressure on appearance.The number of additional coat(s)is to inclement weather or to reduce the time between slab-on-grade decks. dependent on the degree of irregularity.A sample coats,use Sonoguard�Top Coat Accelerator. � recoat should be done. Be sure to allow for movement in the deck by the Maintenance proper design and use of expansion and control Premature wear over high spots—failure to grind 1. Portions of the membrane that exhibit wear are joints. down abnormally rough concrete or junctions of considered a maintenance item,and are not . When applying sealants,use backing materials slabs that do not line up evenly.SOLUTION:Grind considered a warrantable item. according to industry standards. high areas.Recoat affected area with entire 2. Surfaces may be cleaned with commercial . Do not apply when substrates are over 110°F Sonoguard�system. detergents.Sonneborn recommends that a (32°C)or under 40°F(4°C). Uneven aggregate distribution—casting maintenance agreement be established between the � When used interior,provide adequate ventilation aggregate into an uneven coating,not casting owner and applicator. aggregate consistently.SOLUTION:Aggregate should with a minimum of 6 air changes per hour. be evenly distributed before encapsulation.If the 3. Periodic inspection and repair of damaged . When ade uate ventilation for use of Sono uard� surfaces will greatly prolong the performance and life q 9 surface cures unevenly,a recoat may improve of the system. cannot be maintained,refer to product data sheet appearance.Use a sample area to gauge results of for Conipur II Deck Coating System(Form No. recoat. 4. Remove ali sharp debris,such as sand,gravel, 1017917). and metal on a regular basis to avoid damage to the Inadequate slip resistance—inconsistent coating • Be certain that all aggregate not properly application,failure to properly embed aggregate, coating. enca sulated is thorou hl removed. P 9 Y overly heavy finish coat.SOLUTION N0.1:When 5. When removing snow,avoid the use of inetal On steep ramps in excess of 15%,profile surface installing aggregate to refusal method,incorporate blades or buckets that may damage the coating. • and apply Penetrating Sealer 40 VOC. an additional 101b/100 ftZ(0.5 kg/mz)aggregate into Clean Up • Sonoguard"`Aggregate 16/30,rounded select the final lock coat.SOLUTION N0.2:Start with a Clean all tools and equipment with Reducer 990 or silica sand is recommended. sample area.Lightly abrade surface to expose xylene. • When applying to metal pan decks or decks aggregate.Refer to Sonoguard�Recoat product data containing between-slab membranes,contact sheet. Technical Service. Blisters—coating application too heavy or a wet Select the proper amount of aggregate to substrate.SOLUTION:Cut blisters and spot repair as � needed. promote slip resistance. Prestripe to levei out recessed sealant joints(less Poor adhesion to concrete—concrete surface too • than 1" [25 mm])for optimal aesthetic smooth(not properly profiled)or friable;concrete contaminated by dirt,oil,or moisture,etc.SOLUTION: appearance. Fix underlying problem,then reapply Sonoguard� � • Avoid application of Sonoguard�when inclement system. weather is present or imminent. Intercoat adhesion is poor—preceding coat Do not apply Sonoguard"to damp,wet,or contaminated by dirt or moisture;topcoat applied contaminated surfaces. past critical recoat time.SOLUTION:Fix underlying • Sonoguardv is not suitable for use where chained problem,then reapply Sonoguard�system.For or metal-studded tires will be used. additional information,contact Sonneborn�Technical • Make certain the most current versions of Service. product data sheet and MSDS are being used; Sagging in vertical applications—SOLUTION: call Customer Service(1-800-433-9517)to Apply multiple thin coats of both base and top coats verify the most current versions. to achieve desired film thickness.If puddling does • Proper application is the responsibility of the occur,backroll as soon as possible. user.Field visits by BASF personnel are for the purpose of making technical recommendations only and not for supervising or providing qualiry control on the jobsite. SONNEBORN°PRODUCT DATA SON06�AN0' Health and Safety SONOGUARDA TOP COAT or any breathing difficulty occurs,or if swallowed, SONOGUARDv BASE COAT Warning SEEK IMMEDIATE MEDICAL ATTENTION. Warning Sonoguard"'Top Coat contains mineral spirits,talc, Refer to Material Safety Data Sheet(MSDS)for calcium sulfate,and methylene bis(4-cyclohexyl- further information. Sonoguard�Base Coat contains titanium dioxide, isocyanate);it may also contain titanium dioxide and Proposition 65 talc,calcium carbonate,calcium sulfate,stoddard silicon dioxide. solvent,toluene diisocyanate,and silicon dioxide. This product contains material listed by the state of Risks California as known to cause cancer,birth defects,or Risks other reproductive harm. Combustible liquid and vapor.Inhalation of vapors Combustible liquid and vapor.May cause skin and eye irritation.May cause dermatitis and allergic VOC Content may cause irritation and intoxication with headaches, res onses.Potential skin and/or res irato sensitizer. diuiness and nausea.May cause skin and eye p p ry 1 J5 Ibs/gal or 209 g/L of VOC,less water and irritation.Potential skin and/or respiratory sensitizer. Inhalation of vapors may cause irritation and exempt solvents. intoxication with headaches,dizziness and nausea. Ingestion may cause irritation.Reports associate Ingestion may cause irritation.Reports associate repeated or prolonged occupational overexposure to repeated or prolonged occupational overexposure to For medical emergencies only, solvents with permanent brain,nervous system,liver solvents with permanent brain,nervous system,liver call ChemTrec(1-800-424-9300) and kidney damage.INTENTIONAL MISUSE BY and kidney damage.INTENTIONAL MISUSE BY DELIBERATELY INHALING THE CONTENTS MAY BE DELIBERATELY INHALING THE CONTENTS MAY BE HARMFUL OR FATAL. HARMFUL OR FATAL. Precautions Precautions KEEP OUT OF THE REACH OF CHILDREN.KEEP KEEP OUT OF THE REACH OF CHILDREN.KEEP AWAY FROM HEAT,FLAME AND SOURCES OF AWAY FROM HEAT,FLAME AND SOURCES OF IGNITION.Avoid contact with skin,eyes or clothing. IGNITION.Keep container closed when not in use. Wash thoroughly after handling.DO NOT take Use only with adequate ventilation.Avoid contact internally.Use only with adequate ventilation.Use With skin,eyes and clothing.Wash thoroughly after impervious gloves,eye protection and if the TLV is handling.Avoid breathing vapors.Use impervious exceeded or used in a poorly ventilated area,use 9�oves,eye protection and if the TLV is exceeded or if NIOSH/MSHA approved respiratory protection in used in a poorly ventilated area,use NIOSH/MSHA accordance with applicabie federal,state and local approved respiratory protection in accordance with regulations.Keep container closed.All label warnings applicable federal,state and local regulations.Empty must be observed until container is commercially container may contain explosive vapors or hazardous cleaned or reconditioned. residues.Do not cut or weid on or near empty First Aid container.All label warnings must be observed until In case of eye contact,flush thoroughly with water container is commercially cleaned or reconditioned. for at least 15 minutes.SEEK IMMEDIATE MEDICAL First Aid ATTENTION.In case of skin contact,wash affected In case of eye contact,flush thoroughly with water areas with soap and water.If irritation persists,SEEK for at least 15 minutes.SEEK IMMEDIATE MEDICAL MEDICAL ATTENTION.Remove and wash ATTENTION.In case of skin contact,wash affected contaminated clothing.If inhalation causes areas with soap antl water.If irritation persists,SEEK discomfort,remove to fresh air.If discomfort persists MEDICAL ATTENTION.Remove and wash or any breathing difficulty occurs,or if swallowed, contaminated clothing.If inhalation causes SEEK IMMEDIATE MEDICAL ATTENTION. discomfort,remove to fresh air.If discomfort persists Refer to Material Safety Data Sheet(MSDS)for further information. Proposition 65 This product contains materials which are known to the state of California as known to cause cancer, birth defects,or other reproductive harm. VOC Content Self-leveling grade:1.63 ibs/gal or 196 g/L of VOC, less water and exempt solvents. Flash/slope grade:1.7 Ibs/gal or 203.3 g/L of VOC, less water and exempt solvents. SONNEBORN'PRODUCT DAiA SONOGUARD' TOP COAT�SI WITH APPROPRIATE AGGREGATE TOP COAiISI WITH APPROPAIATE AGGAEGATE BASECOAT BASECOAT PRIMER 770/772 VOC FOR CONCREfE PRIMER 770q72 VOC FOR CONCRETE � SL 2 /ULTRA ROU�OUT 1/4'X 1/4" 4 �/pNMAX DEPTH�13 MMI �I6 z 6 mm�MIN. --. . � SL 2 /ULTRA ALA . . . .... . . i =+ +—'RIMER 733 fOR SEALANT ' � PRIMEA 733 FOR SEALANT � .�� .�� , ,0, • � ,0, • � ,� .�v . ; . � � . . , `: . : . , BOND BREAKER TAPE —� � CONCRETE SLAB` � � .•..� : �. '. � ' . . • . ' o '. • � > • � ° CONCRETESLAB .`� ' c ' J . . . . • . •o , . . . . Dp J. a d. � p' . ' p• , .a, ' � •�. �. • . D� • � � � ,a° v P j . , : .D• • � : .�• .� • . PRIMER 733 EXPANSION JOINT BACKER ROD � -CRACK FOA SEALANT _�) It—�°TO 2"125-51 MMI Crack Detail(Dynamic) Expansion Joint Detail(Greater Than 1") � ?pF i3OA1{Si VY�TH A?PRDPRi4TE AGGRfGAT£ TOP COATIS)WITH APPROPRIATE AGGREGATE �;:SE C�At BASE CDAT %i3hiFR 17t1iT12'dOC E6P CJNCPfiF PRIMER 770/772VOC FOR CONCRETE BASE C04F("L5 WET tvilLS SL 2""/ULTAA OR 0 6 RANI!�fiFSTP!Pf ��,� JOWT SEALANT 1/2"MAX DEFTH�13 MM) a I to-��d . , -- s . - .�. � ,� :G _. :O. '� . �•y - s � s J �: r s. • • � • . . � � ' � � P v � < . / ay 7 e 4 .•'J . o . •' CONCREfESLAB _ v' . . . . . , . O ' . a. e'. � i CDNCRfTFSl:38 � . ' . . 'Q , ' 'Q , ' �. �. . . . D� • b' . . . ' • • a � � I r � .� a * - e � + a ., —'� � r . �.° . � I � � . .PRIMER 733 .EXPANSII N JOINT BACKER ROD • PA�b`_R?7�+7T2 -� -�' FOR SEALANi _�) �t—1"(�5 MMI OR LESS Crack Detail(Static)—Sporadic Cracking Expansion Joint Detail(Less Than 1") - rootonr�s;w+t�iaaatcu�a�a?EaGGeECnrt BaSECOAi ASE i.011{25'I^J:l AlIIS 6R 06 fdA�t!%iEStFiq'E :;FA�aNT ��KS SONOSHIrLD`HNNFOHCIN(i FABI?IC 4 _ —� - ,-, -. _ _ ___ _ _ _._. _. .. ... - ; _ �,�j i.�� _ P-n , d � �s�d � � °r A y �� s ��SONOGUARD BASE COAT � , APPLICATION 4 WIDE PRESTRIPE i e 'i I � e �+�� i 4�� e . �� 'y. > � .�v. - '� " o� . .�� . � v�. . � '�e :�V. a � .� ��. � . � v��..� CDNCRET€SLAB .' ..a � � . p. a o. . . a v . . e v ► � a ► �'ql*dk�t 770�:7i':�'ii; � �"�P C:itiC;f': Crack Detail(Static)—Alternate Option for Widespread Cracking Plywood Application(Seam Detail) SONNEBORN'PRODUCTDAiA SONOfiUABD' TOP COATISI WITH APPROPRIATE AGGREGATE TOP COAT�SI �BASECOAT PRIMER 770/772 VOC FOR CONCRETE NP 1TM'/NP 2'"'/ULTRA SEALANT .� �i BASE COAT // SAWCUT 1/4 BY 1/4" BASE COAT�25 WET MILS OR 0.6 MMI �6 BY 6 MM�MINIMUM WITH SONOSHIELD°A REINFORCING FABRIC EMBEDDED INTO IT �.,,..��ra�� . -� _ � ^p^IT �`:• .:•:� PRIMEF770/772VOCFORCONCREfE v •, . �, � �'—PAIMEfl 733 FOR SEALANT i a ' � -. �. .� : . --� . . . �.y.�'. a:9 .a :9� POURED CONCRETE SLAB I.'r • .b • .'r • -- _ -- � . � • ' � � ' �, �` .s'• .'y'• .e'� �.'-;�:° .a'� P.I � . . .D. o , a . . .�. , . . . . . ...C: . ; . '!� � p . ' � �• �1• '�� •BACKEA AOD . � PAIMEH 733� � . . BOND BREAbER 7 ��: ' ' = �FDA�AIANTG, .� �.�MOVNAENT IS ANTICIPATEDI I�`� PRIMER 733 FOR SEALANT CONCAETE WALL CONCRETE SLAB Key-Way or Termination Detail Joint at Wall/Slab EXTEND PAIMER UPWAAD AS TOP COATISI WITN FAA AS BOTH CANT BEAD AND APPROPRIATE FINISH CANT WILL BE APPLIED AGGREGATES CANTBEAD BASECOAT � - �- NP 1""/NP 2""/ULTAA PRIMER 770q72 VOC o00 0 000 SEALANT(i/2-1'DEEP) FOR CONCRETE ROOF DRAIN O � TOP COAT�S) � �i BASE COAT - . [1 • ' v . ' � '�p .' 'b G.. y • � OO PRIMER 733 FOR SEALANT • • o ' • . a � . �' . ' ' 0 • . , 0. • . ' , D • OO�aO CONCRETE DECK � . � • • ' CONCRETE SLAB , _-_ PRIMEA 770/772 VOC � ' P• �o � '�• �a ' . �' WATER TIGHT SEAI . �� . "< � p , "a • • NP1'"'/NPZ'"'/ULTRA • • ' • • � • SEALANT�1/4-1/2'OR � . . -- �• . - -- 6-13MMDEEP� PRIMER 733 FOR SEALANT Penetration Detail Roof Drain \ CONCAETE WALL CONC?E-E WALL CANT BEAD VP 1""/NP ZTM'/ULTRA SEALANT CON�RE�E SLAB 11/2-�'OR 13-25 MM DEEP� CANT BEAD - PRIMER 733 FOR SEALANT NP 1 TMyNP 2'""/ULTRA SEALANT PRIMER 770p72 VOC FOR CONCRETE i1%2-I� OR 13-25 MM�EEPI SONOGUARD�BASECOAT ��'%- � (25 WET MILS OR 0.6 MM�WIT- SONOSHIELDO°REINFORCING hABP�tL \ EMBECDEDINTOIT BASECOAT SONGGUAAD'SYSTEM SONOGUARD�'SYSTEM TOP�JAT�S) TOP CGAT�SI BASE COAT CONC�='E SLAB PRIMER 770/772 VOC FOA CONCRETE Slab Abutting Wall Wall Bearing on Slab BASF Construction Chemieals,L�C- ��Mrt�o waaaaNrv NoncE E��rea aae eeon a r�ee ro�pN�e��m na�as nom in me manurarnne or ou o�o��a��n we�we wncemnq v�se proa�arw v��.we warrant alr o��o�e of gootl a�T/��A repWte a,at our elec0on,refuritl t�e purchase pnce of arry orotlutLS n��etl Oelective.Satls/acWry resiMS tleventl irot anry upon q�ulilV P'��5.out als0 upon mam��rs Building Systems ��Wr r.ontrol.liierefae,exr,ept M suc�replacemeM a reNM,BASF MAXES NO WNPRANtt OP GlVJ1uNTEE,E%PRE55 OR IMPLIE�,MCLLNING WARFANPES OF FlINESS FOR A PPAiICULPA%1RPOSE OFl MEPC}WJTPBILIiY,RESPECTING RS Nt001IC15,ari0&SF Sliall fifi2 ro otlier Iid�ilM�resped[hereto.My claim regardrg 0��tlefett mUSt Oe rereiuetl in vrtMrg witlm ore(1�year irom ttre tlate o�5hlpnenl NO tlaim 889 V2112 P2fk D�iVe wai o��ms�aerea w�m��n V.,me��a an�mr,soeariea n�i�ee��ai.u��swi a�e�m�re me��nam or me o�oauces ra me mc�e a�se a�a��an,��a�w r nnm��e.cum�ewim.a�v y auNa�zal change in tlie O�in�ed rel.nmmeibaiions rnrc;efnirg tlie u5e of wi prWUCts musl oear ttie signaWre ol ihe Bq$F TeChMral AAanager. Sh2kOpBB,MN,55379 m��M�ua�a�a a�n.m�t�n��i aa�e�e oa�o�easFS nesem kro,aea��o e��e.t��c aasF��,��o�v r�u��+ai�y�n mra�n��a��ain tne ea�i ro�n s�cn im«�ana�arw aavke may rHd�e�0 etlsfitg Nna party Inlellectual properly righ�s.e5petiaM/pateM rg�ts.In particular.BASF tlisclaims all CONDI710N5 AND WNHNANTIFS.WHETHER EXPR[SS OR IMPLIE�,INCLU�MG TMf IMPLIEO WAflR4NllE5 l�/l�/W.B��d�n S•$tem$.BQSF.��m 0�Fl7NES5 fOR A PPAlICl1lAH Pl1RPOSE OP M[PCWWiA&LITV BASF SHAll NO7 BE RESPONSIBLE FOP CONSEOUENiIPl IN�IRECT OP ING�ENiFL ONMGES QNCLl101NG LOSS OF PROFIIS)OF PNY KINO.&4F reserves 9 Y "� 9 t t k, I�anqP. tli�9 t �FMH09 I�o9 �rtM�UeV bP trtt 1' Ar t �[ tXIRY]ri[I od19dOM N tdl¢NIIY i5G�t aitl Nst Nly incamng t�ao65.PelfmrNf�ce of tlIP O�Otluff�5117PSCIOE111fSC41 sno�b b. ,d 1 b1 t.ong ] �0 P I��n ff � pert F�� wk I �M[ br_r i,ome to s ry ou�3rcl anaega ia bIY��'+9�9-�fererce N tratle ramas use�bV oiher r.aiqarks IS r�7her a rer,onlmen4aNan. Customer Service 800-433-9517 �L ��a��m�en o-�v��«��7 arn ao�s� �Nh�. »o m��o W�nP„�. Fam No.1017893 9/07 �2007 BASF TechnlCal Servlce 800-243-6739 `_„_ pp�professional use Only.Not for Sele to or use by the general public. P��mea�r��a�o�ina�em9 m��sum�no�. v�m�e:�us.n. Page 1 of 4 Nick Seglie From: bobwolta@progreen.com Sent: Tuesday, February 08, 2011 9:24 AM To: Nick Seglie Subject: Progreen International turf-VAIL#2 � �� / i Bob Wolta ProGreen International Inc. 303. 253. 7220 (My Direct line) Hello Nick, New numbers are below in the body of this email. Please send me a quick reply so I know you received this email. ProGreen International Inc. is the largest and oldest privately owned synthetic turf company in the U.S. Our extensive turf product lines include, but are not limited to: landscape, playgrounds, dog kennels/play areas, putting greens, tee boxes, tee lines, and indoor/out-door sports fields. ProGreen currently has Distributors throughout the United States, Canada, Mexico, South America, Japan, Asia, Europe, and the Middle East. Through these Distributors we have tested installations in every climate and environmental condition possible. ProGreen is family owned and operated and has been in business since 1987. To date, we have seen many turf companies come and go largely due to inferior products and service. We on the other hand, continue to grow each year because of our dedication to quality products, superior service/support, and attention to detail. We have staff available to answers calls Monday through Friday and voicemail/email messages are most commonly returned within minutes. 100% of calls/emails are returned by the end of the next business day. 4/1/2011 � Page 2 of 4 ProGreen manufactures all products exclusively in the U.S. and uses only U.S. made components to assure you receive the highest quality, highest performance, and longest lasting turf available! Additionally, all ProGreen products are environmentallv friendlv. ProGreen is constantly developing and improving synthetic turf. We manufacture all our products to specifications based on our personal research, development and experience. No short cuts in material, manufacturing, or workmanship are ever taken to lower prices to make you think you are getting a "deal". For more information (and videos) about ProGreen and our products, please visit progreen.com. ProGreen does not subcontract any installations and is fully licensed, bonded, and insured. All our installers are hand-picked highly trained professionals with years of experience! Your satisfaction is our#1 priority! ProGreen's corporate offices and showroom are located at 665 East 70th Ave. #4, Denver, CO 80229. The absolute best product for your project is our TOURNAMENT TURF It is a .5" long 100% nylon turf that looks fantastic, has a very smooth ball roll and stimps at 9-10. Best turf for fringe is our Fescue N47. It is a 1.75" long polypropylene reinforced with nylon twisted fiber. Best for playground grass is our Real N89. It is a 1.50-1.75" super heavy weight playground grass. Specs on all are attached. We have incorporated a number of features in the construction of our turf that really sets it apart from all others; here are a few: 1. We use a custom stitch pattern and tufting gauqe. These two features working together produce a perfectly engineered turf that will provide years of smooth putting enjoyment. 2. We add a very thick layer of urethane backing to a double layer of geo-textile primary backing on our turF. The urethane is applied as a liquid and molds the primary backing material and the fiber/yarn together to prevent tuft/fiber loss under heavy stress. And then, for added cushion and stabilization we add a thick rubber backing on the bottom of the urethane. 3. We do not stitch seams, or use commercial glue. We use a proprietarV two part qlue that was developed specifically for the demands of sports fields (see seams below; #4). This is a much stronger method of seaming and will last virtually forever! 4. Additional detailed information regarding construction (quality and reliability) of our grasses is attached �very important, please read� Numbers below include all materials and labor(unless otherwise stated), but, no applicable taxes. Final quote will depend on the actual type and amount of materials and access to site �possible crane necessary). Notes: 1. "appx" stands for approximately, "sf'for square foot, "ex" for existing and "If' for linear foot. 2. All measurements and square footages are close, but not exact, and are only part of an equation used to calculate the prices below. 3. All installation and material warranties specifically exclude damage done by animals and 4/1/2011 � Page 3 of 4 tree roots. LAWN GRASS approx 3,OOOsqft Mighty Turf Fescue LS55 Mighty Turf Primavera LS55 Mighty Swift 49 ProGreen Real 41 $19,700 Prices do change, please use confirmation code 0208W when contacting me to assure the lowest prices possible! PROGREEN INTERNATIONAL; absolutely the best choice!!! Guaranteed Best Prices! How can we do it? First, you are buying factory direct. Second, our low overhead (family owned and run business). Third, our efficient installation techniques (over 20 years experience). We take pride in not sacrificing quality, yet giving you the most "bang for the buck". We will meet or beat anybody's prices (see below)! Over two decades, Same Ownership ProGreen International, Inc. is solely owned by Steve Walker and has been in business since 1987! That makes us the oldest singly owned synthetic turf company in the nation! Synthetic Surfaces direct is the athletic field division of ProGreen. Highest Quality! Simply put, you cannot find a higher quality, longer lasting synthetic turf. IYs easy to just say you have the highest quality product, but, if you can't prove it, iYs just lip service. Our turf has been independently tested and has passed the most rigorous tests! Seeing is Believing! Take this test yourself: Using a drill with a wire-brush attachment, rigorously brush anyone else's turf, then ours. You'll see firsthand that our turF will hold up better than anything else on the market! Seams, Seams, Seams! Ruptured seams can make or break a project! We have been in the synthetic grass business for 20 years and during that time have seen just about every seaming method and adhesive on the market; sewing, hot melts, Nordot0 adhesives, and self adhesive tapes. Based on that experience, we now know there is nothing better than the finro-part adhesive (think epoxy glue and how you mix two parts to form an unbelievably strong glue) we use. That said, seam integrity is not just about the adhesive; it is equally important how it is applied. We concentrate the majority of adhesive around the seam, but also make sure some of the adhesive squeezes through, forming a water tight bond between the edges of the turf. This prevents the seam from ever peeling back. When a seam starts pulling apart, even just a little bit, it's only a 4/1/2011 Page 4 of 4 matter of time before it completely comes undone! Lease Options Need capital to get your project installed faster? Let us give you a quote on our lease packages! Our most popular lease gives you the option to buy at the end of the lease for $1.00 Don't hesitate to contact me for samples, any additional information, or, anything else you may need. I will do everything I can to help you create a beautiful, functional and inviting space. Let me know when you are ready to proceed, and I will set up a time to visit and measure your site. We look forward to working with you, Bob Bob Wolta ProGreen International Inc. 303. 253. 7220 (My Direct line) BEWARE OF IMITATIONS!!! Although they are a compliment to our company and products,we have found the consequences of such bargains will last much longer than the savings! In this economic environment there are a lot of"deals" being thrown around. We ask you to stop and think... will vour turf company be here in the future?? Remember,warranties, service, and ultimately vour satisfaction are no better than the company you work with! Lowest Price Guarantee: No one can match our product line or ability to custom manufacture any synthetic turf product... we guarantee it! Here's How to Qualifv: 1. Show us a written quote. 2. Send us a sample of the other grass. 3. Send us the manufacturers spec. sheet for the grass. Our Lowest Price Guarantee applies to all new, factory original (no seconds), synthetic turf products. Guarantee does not apply to manufacture rebates, closeouts, clearances, wholesale, or bulk quantity items. Please send me a quick reply to let me know you received this information... 4/1/2011 . I Bollards Post construction:One piece extruded aluminum,�hs"wall thickness with a Type: one piece aluminum top housing and base,intemally welded into an assembly. All aluminum used in the construction is marine grade and copper free. BEGA PrOdUCt: Lamp enclosure:Heavy walled,die-cast aluminum cap.Secured by two(2) Project: socket head,stainless steel screws threaded into stainless steel inserts.Clear Voltage: '/�_u"thick borosilicate glass with aluminum cone reflector and top downlight reflector.Fully gasketed using high temperature silicone rubber 0-ring gaskets. COIOI": Electrical:Lampholders are G8.5,bi-pin rated 5KV.Ballasts are electronic, OptIOC1S: universal voltage 120V through 277V located inside the top of the luminaire. MOdif12C�: Anchor base:Heavy cast aluminum,slotted for precise alignment.Mounts to BEGA#895A anchorage kit(supplied). Finish:Available in four standard BEGA colors:Black(BLK);White(WH�; Bronze(BR�;Silver(SL�.To specify,add appropriate suffix to catalog number. Custom colors supplied on special order. UL listed,suitable for wet locations.Protection class IP 65. i 'A� 1 1 B —C— �� E*.,�i c Aluminum bollards Lamp Lumen A B C Anchorage 8472MH 1 39W T4 G8.5 MH 3300 6Yz 393/,e 6Yz 895A BEGA-US 1000 BEGA Way,Carpinteria,CA 93013 (805)684-0533 FAX(805)566-9474 www.bega-us.com Ocopyright BEGA-US 2009 Updated 12/09 f w �� 10-28-2011 Inspection Request Reporting Page 6 4:22 pm Vail,s`� - Citv �f Requested Inspect Date: Monday October 31 2011 Site Address: 610 W L�ONSHEAD�R VAIL NORTH DECK A/P/D Information Activity: 611-0165 Type: COMBO Sub Type: ACOM Status: ISSUED Const Type: Occu�pancy: Use: Insp Area: Owner: LANDMARK CONDOMINIUM ASSOCIATION Phone: 970-476-1350 Contractor: J L VIELE CONSTRUCTION Phone: 970-476-3082 Description: IMPROVEMENTS TO NORTH DECK OF THE LANDMARK INCLUDING NEW LANDSCAPING WITH NEW SITE WALLS WITH RAILINGS,WATERPROOFING AND LIGHT FIXTURES. Reauested Inspection(s) Item: 542 PLAN-FINAL Requested Time: 08:00 AM Requestor: J.L. VIELE CONSTRUCTION Phone: 970-476-3082 Comments: 977-1061 Assigned To: BGIBSON Entered By: JMONDRAGON K Action: Time Exp: ` 1 , � � ` Inspection Histon► Item: 120 ELEC-Rough Item: 190 ELEC-Finai Item: 30 BLDG-Framing Item: 542 PLAN-FINAL Item: 90 BLDG-Final REPT131 Run Id: 13695 �b 10-31-2011 Inspection Request Reporting Page 5 4:46 qm Vail, Cn Citv Of Requested Inspect Date: Tuesday, November 01, 2011 Site Address: 610 W LIONSHEAD CR VAIL NORTH DECK A/P/D Information Activity: B11-0165 Type: COMBO Sub Type: ACOM Status: ISSUED Const Type: Occu�pancy: Use: Insp Area: Owner: IN�NDMARK CONDOMINIUM ASSOCIATION Phone: 970-476-1350 Contractor: J.L. VIELE CONSTRUCTION Phone: 970-476-3082 Description: IMPROVEMENTS TO NORTH DECK OF THE LANDMARK INCLUDING NEW LANDSCAPING WITH NEW SITE WALLS WITH RAILINGS, WATERPROOFING AND LIGHT FIXTURES. Requested Inspection(s) Item: 90 BLDG-Final Requested Time: 01:00 PM Requestor: J.L. VIELE CONSTRUCTION Phone: 970-476-3082 Comments: 977-0161 Assigned To: "****'**'*" Entered By: JMONDRAGON K Action: Time Exp: � , - � / Ins ecti ' to `, Ite . 20 ELEC-Rough 1 Ite : 190 ELEC-FinaT It m: 30 BLDG-Framing I m: 542 PLAN-FINAL *'Approved** 10/31/11 Inspector: W rren Action: AP APPROVED Comment: Item: 90 BLDG-Final REPT131 Run Id: 13697 # �