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Home My WebLink AboutB11-0147 NOTE: TH/S PERMIT MUST BE POSTED ON JOBSITE AT ALL T/MES j. !Vl�!Y Ut Y17.{l.� r 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 #: B11-0147 Project #: PRJ10-0462 Job Address: 2645 LARKSPUR LN VAIL Applied.....: 05/26/2011 Location......: Issued.. . : 08/31I2011 Parcel No....: 210314301055 OWNER SULLIVAN,SHEILA A. 05/26/2011 2645 LARKSPUR LN VAIL CO 81657 CONTRACTOR HMR CONSTRUCTION&REMODELIN 06/27/2011 Phone: 970-328-0581 PO BOX 2502 EDWARDS CO 81632 License: 1052-B APPLICANT SULLIVAN, SHEILA A. 05/26/2011 2645 LARKSPUR LN VAIL CO 81657 Description: REBUILDING DECK/SHED AS APPROVED BY DRB. Occupancy: R-3 Type Construction: VB Valuation: $31,769.00 ..................................................................,............... FEE SUMMARY ..........,,.........,.,..........x..........,,.............,...............,.... Building Permit-----------> $562.95 Bidg Plan Check----------> $365.92 Use Tax Fee-----------------------> $435.38 Electrical Permit---------> $0.00 Elec Plan Check-----------> $0.00 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--------------------> $16.00 I nvestigation-----------------------> $0.00 Will Call------------------------------> $5.00 TOTAL PERMIT FEES-------------> $1,605.25 Payments------------------------------> $1,605.25 BALANCE DUE-----------------------> $0.00 •Yri1'�rtYriPi1'YrY`M'�k1�f*#�*1d*4fYr�,FY'fi4#rtrtil'i`*'41�1(R1`t`*4iFYrkhffftril'M'fi(i(i(ir/1`1t1`1`fele/iR4MfrtYrYrY'#YrfYrYrYYe*'k'k'kY***tr�it*Yrrt##f Rk*1`1e41t`4�wARkiFR�kthMi4�k�k'k'k�k*R**f�1`1`**/ff}�,FfRYr##fNfY`Yri1'Ye4�k++4*'41`41�4*i!1`Rt(fx�R V Nww#41rYr�R#rt�kYrrt DECLARATIONS I hereby acknowledge that I 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 CTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00AM-4: � ) ' � � �O�� Signature of Owner r ractor ate ��v�� Print Name combination permit_012811 f , � �w��F v� . ..........................................................................................................x.................�,...........,.....,..............,,..................... CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: 611-0147 Address: 2645 LARKSPUR LN VAIL Owner: SULLIVAN, SHEILA A. Location: ...................>......,..................................,,.......,.,,,,...,,.,....,...,...,........,.......,.............,......,..............,..,.,,..............,........... Cond: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 combination permit_012811 , 1 t t!►1�[1 V� f AtLt # «****,.«««*********«********,.****.,****.**************,�****,.**�****************«****«**«*«*«****«««********.**,.****************«*****,.******.****,.«**** REQUIRED INSPECTIONS AND STATUSES Permit#: B11-0147 Address: 2645 LARKSPUR LN VAIL Owner: SULLIVAN, SHEILA A. Location: *.,**..***«««*********.*.****,.**„********«*************«******«******«************„*.*****«*«************************««««*««*««*«*«*�*„****.,,*„«„****** Item: 00050 BLDG-Insulation 08/22/2011 By: JRM Action: PI Comments: INSULATION UNDER BAY WINDOW ONLY 08/26/2011 By: JRM Action: AP Item: 00060 BLDG-Sheetrock Nail 08/22/2011 By: JRM Action: PI Comments: LOWER LEVEL ONLY Item: 00010 BLDG-FOOTING 07/11/2011 By: sgremmerAction: AP Item: 00020 BLDG-Foundation/Steel 07/14/2011 By: sgremmer Action: AP Item: 00030 BLDG-Framing 08/02/2011 By: JRM Action: PI Comments: DECK FRAM I NG 08/18/2011 By: sgremmer Action: PI Comments: Sisterd 2x8's per plans for cantilever 08/26/2011 By: JRM Action: AP Item: 00534 PLAN - FINAL C/O Item: 00090 BLDG-Final combination permit_012811 *************************************��*******************+**********++**+*****************+ TOWN OF VAIL, COLORADO Statement ***********************�************��********�*++*+*++++*+**++*********+*******�*******++** Statement Number: R110001116 Amount: $110.00 08/31/201102:27 PM Payment Method:Credit Crd Init: SAB Notation: VISA-SHEILA SULLIVAN ----------------------------------------------------------------------------- Permit No: B11-0147 Type: COMBINATION BLDG PERMIT Parcel No: 2103-143-0105-5 Site Address: 2645 LARKSPUR LN VAIL Location: Total Fees: $1,605.25 This Payment: $110.00 Total ALL Pmts: $1,605.25 Balance: $0.00 ***********************************************************************************+**++**** ACCOUNT ITEM L1ST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 110.00 ----------------------------------------------------------------------------- NOTE: THIS PERM/T MUST BE POSTED ON JOBSITE AT ALL TIMES x. 1Vrtl1tlt Y�,�,.. Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2749 COMBINATION BLDG PERMIT Permit #: B11-0147 Project #: PRJ10-0462 Job Address: 2645 LARKSPUR LN VAIL Applied.....: 05/26/2011 Location......: Issued.. . : 08/15/2011 Parcel No....: 210314301055 OWNER SULLIVAN, SHEILA A. 05/26/2011 2645 LARKSPUR LN VAIL CO 81657 CONTRACTOR HMR CONSTRUCTION&REMODELIN 06/27/2011 Phone: 970-328-0581 PO BOX 2502 EDWARDS CO 81632 License: 1052-B APPLICANT SULLIVAN, SHEILA A. 05/26/2011 2645 LARKSPUR LN VAIL CO 81657 Description: REBUILDING DECK/SHED AS APPROVED BY DRB. Occupancy: R-3 Type Construction: VB Valuation: $31,769.00 •••••"`•••••••,•,••••••••••••,•••••••••••••••••••,,,•,•••••••••••••,,•,••••••,•,,• FEE SUMMARY wkX4efi/#RRR4fftifRl`fr#}firf`1`1`1`1(41(kt�F#1ef*#Fkwkrtrtikrtk#f%fFMiF1'4Yr1rflrA#lrff(irt`1(te1�41�R*#1�1(fA Building Permit-----------> $562.95 Bldg Plan Check----------> $365.92 Use Tax Fee-----------------------> $435.38 Electrical Permit---------> $0.00 Elec Plan Check-----------> $0.00 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--------------------> $16.00 Investigation-----------------------> $0.00 Will Call------------------------------> $5.00 TOTAL PERMIT FEES-------------> $1,495.25 Payments------------------------------> 31,495.25 BALANCE DUE-----------------------> $0.00 /wYrY'Rrt#'Yr4w4i4RA'h»Ye4A'4+t4iYrMi#'whtrhhhYri4+Yr�.Frt4,1'YraYrfiYrlrT'R1rYr W k+eYeflr4ff�wxRwRwt(wt`RfRfRtrf44aRrt�k444Y1Y(M'Yrrt�lrrt�,Fi(Y(#�th4�k4f4i�rt�*t#'4f41(trtM4f�ktYrf+rtfYw�khiPtrAtrY`#YrtrhYrM�k#'#'Yritrtret/i4lrfXx*f}tiR1'Rft(1`1(1(1(1`i(ilYMM'�RkMN� DECLARATIONS I hereby acknowledge that I 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 INSPECTION SHALL BE MAIZE TWENTY-FOUR HOURS IN ADVANCE BY TELEP ONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM-4:0 � / �� /� �( Signature of O or Contr c or D e � - Print Name combination permit_012811 t � �� awYfiwYrxi4i4Rrt»i`�rlrffxkiYiFi1'�FYr'k1(k4XxlrRYrfrf f i`fii(f(RR##Y'4frfi�k'k1`1ef}fkfiRYef f f*R1(f 4>44NiFYriFiFrt'kl�fetrRRlrRfrYrYeM'�/r/fffi#4f f Y'f�kM**44iRfYrf rtY'fiYlYrYiYrYnt*df*AtRk�k�kMi`1�41`1`4�**iY*iFY'Y'Yrf�k4#+��t*fRliFrttrMA'f f i(M4�1(1`t(tr41`trfii4fifrNf/rk CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: 611-0147 Address: 2645 LARKSPUR LN VAIL Owner: SULLIVAN, SHEILA A. Location: .................................................................�...,.,..,.......,........,...>,�.........,,....,.,....»........,....,........,......,....,........,,................ Cond: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 combination permit_012811 1 � ��OF�A�` ' *.�******�**.***,.*****....,******��****.**************,...,*****..***.,*************,******.****************,*,***********�******�**********************. REQUIRED INSPECTIONS AND STATUSES Permit#: B11-0147 Address: 2645 LARKSPUR LN VAIL Owner: SULLIVAN, SHEILA A. Location: *«***«**********.***«**,�,�««*«****«,+**,.********..�*******«*******«*«*************.«**************««*«*********«****«***********«*„***********,.*��„**.** Item: 00010 BLDG-FOOTING 07/11/2011 By: sgremmer Action: AP Item: 00020 BLDG-Foundation/Steei 07/14/2011 By: sgremmer Action: AP Item: 00030 BLDG-Framing 08/02/2011 By: JRM Action: PI Comments: DECK FRAM I NG Item: 00534 PLAN - FINAL C/O Item: 00090 BLDG-Final combination permit_012811 �***************�**�****+*************+********+********+************+*+*****************+** TOWN OF VAIL, COLORADO Statement *********************�*********************+*****************************+*****�************ Statement Number: R110000999 Amount: $678.61 08/15/201103 :26 PM Payment Method: Check Init: SAB Notation: 1561 - OPTIMAL ARRANGEMENTS ----------------------------------------------------------------------------- Permit No: B11-0147 Type: COMBINATION BLDG PERMIT Parcel No: 2103-143-0105-5 Site Address: 2645 LARKSPUR LN VAIL Location: Total Fees: $1,495.25 This Payment: $678.61 Total ALL Pmts: $1,495.25 Balance: $0.00 ******+***********************�******+***************+*********************+**************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 213 .70 PF 00100003112300 PLAN CHECK FEES 248 .91 RF 11100003112700 RECREATION FEES 16.00 UT 11000003106000 USE TAX 4% 200 .00 ----------------------------------------------------------------------------- � x � �- �� ' ,� �� ;"�� .. ; & Department of�Cammunf#y Deuelopmen�-: � � z � �" � � � 75 Svuth FrQnta e �o��! �� ' � � ��. �,� 9 � il ¢�.� a • � Vatl�:��ora�� .. Y. � :�~� �� , £ � �� '�e�. e� � ��« s � � �� , - �,.,,. � � ��:�n 9 � � . ��,� �;� ��" * �� , � ��,� ��. � �� ,� ��„ _� � �. �� ,��" �: � � �� . ��-� ..�� _ r ` � �eb:: ��€, '�� .�,-� � . _ ,De�e��,�i�nen a � � . �� -?' ,i � 5�.,'� k��. -. .4r '�.,. �� ' � u� . � kY�z�� 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. __�_._. . .__..�._._.____.�___..�___._ _.._..._.._......___ v__.._.�___._..__.__._ _.__._._..��.____...�_�_...__._____. _.___._.___.�.�__...__..._..._�.___.....,_�_ _._____._ . .. �Permit#(s)information appl�es to: Attention: � Revisions { _� . � � + � �` � ( ) Response to Correction Letter ' j :., ��nG _attached copy of correction letter ; ; �,� ^O '� � ( ) Deferred Submittal ? F ; j ( ) Other � ; �..._��_._._�..��...� �,,.��. ...w,.,�,A.m..�... �`m..�...�.�,.��..�. «.�,,...�._...� W,.�,� .��..��...�.,.�..,,....�.....a�.,�_.,.�,.�.�.,,��,w .4�,_� ..�. �Project Street Address: ��m.KK ; � � ��''vcDU� /a� � Description/List of C�hanges: � �T ��Y } �(Number) (Street) (Suite#) ' ` � 1 i Buildin /Com lex Name: � ? � 9 ' — � ' . ,...,��,. �.� ,..,�„�»�..�,.�.�, ��_„��_,, ��e.�.�..,,��.�, .,_�. .,�� Contact lnformation: �-�lr.yL . f Company: � ' PoP ��o�. . �Company Address: � � � `City: �W � Stat � Zip: DI �� "Contact Name: ;J f E , / � �_ _ E Contact Phone: ; � �E-Mail � I 3 i 3 �,.�,,,�.w ; «.:<._�..,..�.�.,�a.�„�,,�- �,.,�.e.�..�,<��,w,,,�„�.,�.��.,.�.��„,.,�,,,,�m,,,� �,,,..,.,:.,..�r��:,��,.�..-.t ' ' ; � ; Revised ADDITIONAL Valuations(Labor�Materials) !(DO NOT include original valuation) � � � B�' i � `Building: $ 1(� QQ d " �(use additional sheet if necessary) 1 ;Plumbing: $ � ;Date Received: � Electrical: $ ' - } ' ; � � � � � � ;Mechanical: $ ; D i 3 # ;Total: $ ��d C7� ; �...__�____ _..__��_._ �__.�..---___________.______._______.___�...______.______.�..._..___.__� JUL 2 � ��1� TOWN �� i�. � �M� T ' " O1-Jan-10 • U ^N � �� • N� �� 0 � 93 _ — — — _ — i V � I � — — — — — � 3'-0" 5'-0" � � a o r, TOF N� � 89'-10" B I I EXISTING � g o S4 FOUNDATION � e� `�L I� TOW "v I TO REMAIN " a' -,. � 95'-8" � I ( ,�'��,:� s � ,y' '+ ` ;�' s„ ,�xk� 0 Q � � " � o"� � .�a ° -. •/ STEP CONNECT NEW - '� �"` �* � '. TOW I I ., _ . : E_�; �;_: -s �, �� FOUNDATION TO ' C �, �� , � � � TOW I EXISTING FNDN.w! �EV)��G� ` � � .� '�?�. v � > � r 92'-6" I #5 DOWELS x 3'-0"@ ��I'�r. ; , ,t, ` _ '�'° "°' �P �•,. €` r�:.c ' � 16"o.c. DRILLED 6" � � �'�� sa I �• I INTO EXISTING AND � � ` / „, , .. - ,: ITOPOFPAVERS I I GROUTEDw/ ��at� � ' �J � � • I NON-SHRINK EPDXY, r'��/;_ � .e I 93'-0" ------___,_.r �� I GROUT EXISTING q A I , I BLOCK AS REQUIRED ��`�'��' _ � S4 � � I � _ _ _ (2 LOCATIONS � . ITYPICAL) TOW �,�„I . 95'-8„ � — — I I Z m � . -• .�. I o W (n — — —��e I ° S Z W � TOF A � I I TOP OF EX. SLAB .- z � 89'-10" 54 I � 91'-0" N � W � `_ SIM. I �- a � � � `" TOW I -� Q 95 — _ I � W � � � _ � � � � � zo � . , I WALL LEGEND � � Y — O _ I � � pCJU °' TOF � I . . CONCRETE WALLS � � W � � J `�' 91'-3" C I TO BE ADDED � Q � N j � w � Y ❑�� S4 6, �„ I I E X I S T I N G M A S O N R Y � � Z N (� +="1 I --� WALLS TO REMAIN �� ^ .� i 4 a Q O ^ � ° Q � � J m I J � � � c� I � O a�-o�� ,� � O � � � c- N J 'r1Unun' � � I �- - - - � � V O 96 /� Q � — — — — — — c � � Q --.� �_ _.__ �. C � u� LL; ��; I� � L1L�, ;, N � FOUNDATION PLAN ; JUL �9 2011 , ;L� NOTE- FROST PROTECTION OF EXISTING FOOTINGS IS LESS THAN 1/4�� _ ��—O�� NORTH ' TOWN OF VAIL EXISTING CODE. ALL NEW FOOTINGS HAVE MIN.4'-0"FROST •--- PROTECTION. PAVER ELEVATION OF STORAGE AREA HAS BEEN PLACED I AT 93'-0"IN ORDER TO PROVIDE MINIMUM 3'-0" FROST PROTECTION FOR �'�W� �� a�' EXISTING FOOTINGS, EXISTING FROST PROTECTION AT NW CORNER OF � EXISTING BUILDING IS MIN.3'-0". �� S 1 of 4 � STRUCTURAL SPECIFICATIONS EDGE OF EXISTING � "m c �� 1) Found�tion desi;n based upon assumed maxvnum soils t�arine c�p�cit}of I�0o CANTI LEVER ' �m psfxnd equivalent(luid pressure of�0 pc:f Io be vedfied by a soils enginc�r at the ��-�� 2�-�� /O, a tvne of escavation. Listallalion of�xrimeter cirwis and site irrig�tion to confonn _ v ��'ith soils repon.ficld test drau�s be;fore backt�lni�.All footllt�s are lo bear upon , , � naturnl undistur�:d soil as approv�l b��lhe soils enguieer. Submit cop��oPr��ori � / � IO Ctl�.11l�C7. ^ / _ � 2) All ne«�foimdation:uow�d penmeter of slructure shall tiave minimum fiosl pm- �� tectiou of 48'�to bottom oY footin�. Al]fnundation�3�alls and colunws to be cen- O�b/ � o tued on concrete foota�gs milcss sl�o��i oUmnvisc on plans. .� 3) All cast iu place concrete nnist be nu�de witl�Portland c�tinent mid attau�n'wu- ��Q/ 6 a� 2'� � `° nnmi compressive s[rength of:000 psi after 28 da}•s. Design bascd upon BLJILD- � EXISTING FNDN. • � �' Q � � a �°, ING CODE REQUIREMENTS FOR REINFORCED CONCRETL-(ACI 318), Q�/ 2-2 X$ P� TO REMAIN 1999. Concrete placc�nent to confomi�vith"Con�truction Requirements"as de- 42 �P � � ■ � - °a�� fined in ACI 3]S. All e�posed edges of concrete shal]h�ve%"chaniler. Con- 'rB �, / � Z ,r• � crete work sUall not Uave am�liorizontal cold joints wiless auU�onzed b��ihe engi- �� U � � � � � neer. Field coordviate all vertiwl cold joinLc with stnictural engineer,use con- + O �� § , tvmous vertical��ater s[op at al]cold jonits. �\� � X } � � 4) Reviforcing sleel is ASTM Grn.de40. Reinforcement placement shall cotdorm to TOP OF PLYWOOD � � c� N �., g�,�� MANiIAL OP'STANDA]tD PRACTICE,2001 as prepared by CRS1. All lap �� p � � q► = e�":�' �� splices to be mviimum 36 bar diametas,�11 honzonlul reinforcemenl to be con- 99�-6�� ' '� � � tinuous around corners and at�aall intersections. Minvnum reu�forcement PT��- "� /� � TOP OF PLYWOOD � � N � ..� `� �` �� r � m � T�, �`° � tion- _concrele j�ured againsl earUi ;" � 99�-8�� G"� -concm[e potved in forms 2" . � Z � � :�','�"w��°. "U°HANGERS x ■ � �4�. � - -concrete slabs 1" 2_2X6 0 2-2 X 8 cv � Sj All]umber shall be Doug-Fir I!2 54S or better,all�5�olmanized lumber shall bc TYPICAL L11 . ■ P � Hem-Fir H2 S4S or better(all]mnber�i itliin 18"of fmish�ade or in contact with W LVL 1 3/4 x 8 1/2 LE DGER w/ Q � ��- concrete must t�wolmanized). All timbe,rs are Doug-Fir ttl or bettcr. Provide 2 x 8 SOLID I °,.e, . 1/2"DIA.x 5"LAG BOLTS 8" �'`��" solid blockmg at 8'-0"on center in all diaplva�ms. All columns to be contvmous 2,-2X6 SLOPE PLY. Q °� BLOCKING // beazn�gtofounda[ion. Wuidow�colunmsspecifiedonplansarevuimiers.provide N N o.c. INTO EXISTING PLATE BETWEEN onc king stud for openin@s to 6'-0"and 2 king studs for o��nks ovcr 6'-0". � 1/4"PE R FOOT � BU�LT-UP I 6) Ancl�or Uolts and bohs si�all be A�07 or better. A 7) Versalxms(2.OE)are as manufactured by BOISE CASCADE CORPORATION; c X � ci JOISTS seesliopdra�e�ingsandmanufacturass[andaddetails. Allbuilt-npVersalam �74 �.,�—., �TOPOFDECKING V � I beazns mus[he glued witl�PL400 az�d uailed witl�2 rows of 16d spil:es r�9"oc. � �j �p All ultemates to be reviewecl vid approved b�the engu�eer. J 99�-1 1" r' 2 x 8 SOLID S) Sheath floors with�/4"T and G p]}��ood�+7th mntunum span ratin�,of 40/20 or � J � � � I better and glue witlt PL400. Nail phnx�ood w�Ui lOd r�6"oc to all joiscs,field J J � w BLOCKI NG coordinate scre��option. N � � � @ EDGE OF ( 9) Sheath all e�lerior"�alls with'/,"ph�wood wilh nununum span ratins of 24/0 or 2 rLy,6 N J WALL m Uetter. Nail with Rd!16"oc to all studs. 10)Liveloadsusedfordesign- DBL MMBR. Z ABOVE I � -Roof 80 psf snok�. � _ Ur U � -Floor-40 psf residentiaL Z -��:-�oopsr. S TA I S � TOP OF FINISHED FLOOR -Wind-90 mph(;second�ust),E��osure B. � N c�l N N � � I � Q -Earthquake-Zone GIBC. } X � c- � X ��-�� N �- 11)All construction must compl}�with llie 2009Internationa]Buildni�Code as _ � N N W � I = W j adopted b�thc To��n of Vai]Building DepaRment and the"General Conditions of � :�� N _ N r /R z - the Contract for Coiutruction'(AIA Document A201). All wnsVUClion must be p � � — � � � p r' V O Q completed witl»n the tolerances describc,d in the"f2esidentia]Construction Per- � W W W W W I � � g Q formance Guidelmes'"as prepazed by the NATIONAL ASSOCIATION OF � � Q Q — = N � � Q HOME BUILDERS. W W W � I �- } � � � 12)Construct wall as follo�•s � — 0 �. J y � w O -Exterior-2x6 r�16"oc. � 1- F- Z i � �"" . -Inlerior-2x4 L',�16'�oc,unless noled otherwise. , � I � y (f� z O 13)All beanvs,joists,and rafters are to bear upon walls or beams,or be hmv�+'itU V � Y �SIMI'SON Stro�k-Tie han�ers or approve equals. — — � � � �-� J U 14)All structural me�nbas aze shoum in their final positions properh braced and s�� — c� � � Q ported;during cons�ruction it may be necessar�to temporarily sl�ore ponions of TREATED � I Q `Q � � J the structure while other portions ac tx;ing consuvctc�. Contact the engineer Cor 2-2x6 TREADS �� . U� � I w / ln Q consultauon us requued 0 � -' � � �, N � 1�)Ge�aa]Contractor is resFwnsible for all non-s��ec�&ad coimect�ons contact eng�- �� • _ ° � — '------^----""""" � � � Y neer for details as re naed I1�e a�mea is to ove all stn�ctural subsUtut�ons � � `-� -- fj 1 � �-' � 1 S � I I N 1G)General Contra.ctor is to coordumt all diapluagm�euetrations(i.e.,chu�meys. � � 'i�i�I � �� U � � N " W � O plumbmg.sewers.etc.)tluou�h floors,walls,roofs and foundation walls witl�ap • �� , i� (� � P � � ' m proprinte sut�contractors. General Contractor is respons�ble for the means,metl�- � I Z ��` ,w ods,tecluiiques,seyuences,procedures,worl:manslup;sea�nal schedulv�g and I � � II�I `� 7 �- � �- Y/ �ot}site saCeh�associated with lhis ro�ect. The Genera]Conlractor is to verifc all �� - ��'"�"� """""-"' �p' ,11J L � v `O�� I � ' � ni t — � M dunensions m�d elevations�a�iQi the architectural cirawin�s. Notify engiueer of all I � I I X �- I con[licts and onussions between various elemenLs of lhe working dra�aings and . �-.- -- � ...:.__.._- - ?� W � the evstin..,conditions rior to conmicncui�w�i[h U�at oIIion of the ro�ect � . � � � General Contrac�or is to vispect remodel prqlects and erifv prior u.se and proper � �� - Qt - TOW N O F VA i L ` . I � O � �''�� :'-_ --.,.,�v.. _ ._.._. . ..�..... disposal of exisim�,nwteriuls(i.e.,asbestos,etc.)as required b��code. � ""`° ".+� � � ]7)All malerixls e�poa.�d to e�Zerior and or mois[ure conditions shal]be trcatcd for I N these conditions(i.e.,chemical trealment,stamvig;panitui�damprooGng,mem- . } branes,flashing,etc.j as reyuved by code. AI1 materials to be lreated or prolected for fue resis[uice as requin.�cl b��codc;. I Q 18)Special inspection to be completu3 b�buildui�official approved'uispection Z a�e�ic}for poured-vi-place concrete consWCtimi including reinforcin@��e�, WAL L L E G E N D 0 and soIls nilbrn�atimi. Inspection reports to be prepared in accordance��itl�IBC I N Chaptc�r 17 on upprovu3 forms,verif��ing compliance wi[h consWclion . documents�md t�submitteci lo the builduio ofiicia]for review und approvul. copl�uk,die o«2ret genera]contractor and enguteer. Coordu�ate¢upections«�iUi EXISTI NG WALLS general conlractor sn ihat specia]inspeclions can tx periodic rallier th�ui M A I N L E V E L F RA M I N G P LA N TO RE MAI N contumous. CONTRACTOR'S OPTION- .��4n = .�i-On -�r--— WOOD WALLS TO BE ADDED I IF TREX DECKING IS CHOSEN,TIGHTEN � I� JOIST AND STRINGER SPACING TO 12"o.c. � — _ — ^ — _—r,— _ - - - = S2 of4 , t..t, i�c��!'— �,�5� c.i �m c �� " N Z r`� _ ,�m • � � a EX.4 2 x 10 CONT. (.� �-e/��'� (� , . - . � 3 �. a� G�� 2-ZX6 � �� P .� —ll �. �+\��G� � n� I � � ��Q� ��2 I 3 2X6 N n o I x I + °� 8 a� I I I I �� . � . r a� Z. �� _ �� .{af �`�. X _.�� F,.ie��6• etr'AJ�It � �.-� tJ��lr' •� M ■ •�� ., �'�. REVIEi�� - : �: �j"�� I -�9 ' �� . .� -� .�. ,� �:�. COMPL�, � � �<� � ��. EX.2x8 @ 16"o.c. �"�� K': �. r•�s �� . � r�� r ' ' +� 3��, , . , Date: _ _ ___ _. ;� 2-�6 �. ,.:� _� � s�� N r� • By: _ _ _ _ � �;C�('�� I � 2 2X6 I I EDGE OF ROOF EXISTING GL 31/8 x 9 m �+p� EXISTING GL 31/8 x 15 � � I �+ I y z ;,� r=�.�Z. t9.3� F � N = w �r- �_ =�� I � z O O � � C�,,,S.et�-'O"`�% EX.2x8 @ 16"o.c. i • . J � � Q � � � H � Z O 2 x 8 LEDGER w/ G 'll � � i� y Y J 5-16d @ 16"o.c. INTO � � z � — U EXISTING STUDS � �� a g ; Q \ / (. 1�J ( � 2-2 kg 3-2 x 4 2-L V L 1 3/4 x 3 1/2 F U L L X I � I� �_"7 �-� �� r�-� L� I � • � y� p , � N � H E I G HT G L U E D A N D I � � I , � N j N U EXIST.2_2X4 NAILED TO 2-2x4 w/A35 T O R E M q�N FRAMI N G AN CH OR T OP � _ � ��L 2 9 2U11 �"�;�. .:� J ' O 2 x 8@ 12"o.c. X N �R AND BOTTOM G •� � � �� N m 2 EDGE OF � N��S��P�� LVL 1 3/4 x 3 1/2 FULL �p TOWN OF VAIL � � � M � � ROOF � �p� HEIGHT GLUED AND . -_ � � NAILED TO 2-2x4 w/A35 w J 22�6 FRAMING ANCHOR TOP ' (q 3-2 x 4 AND BOTTOM EX.4-2 x 10 CONT. �" � � . . W � a NOTE- FRAME HORIZONTAL SHELF AND 45 DEG.WALL OF KITCHEN BAY WINDOW WITH 2x6 @ 12"o.c. EDGE OF I ROOF ROOF FRAM I NG PLAN 1 1/4" = 1'-0" NORTH S3 of 4 * ' WATERPROOFING MEMBRANE, TREATED SLEEPERS "2x" DECKING w/2 SCREWS � ,�m FLASHING AND PROTECTION @ 16"o.c. PER BEARING POINT •� �� m BOARD BY OTHERS. I ��2 � a 1"STEP �� 99'-11" a� 12 ��4„ 1 1/2" SLOPING � EXISTING 3�4�� TO 3�2" � o a D � � FRAMING TO 6�" � ° ° REMAIN , , � 2 GUTTER BY °� o R � OTHERS �- a� I �� # .. �±�; � �, � ...+, 3/4" PLYWOOD 1/2" PLYWOOD ,�''��'`� • V�� WATERPROOF�, �� ` �`"�� AND STUCCO �r �� / �, �, ,� I LVL 1 3/4 x 8 1/2 LEDGER SYSTEM BY O � � �°� a EXISTING w/ 1/2" DIA. x 5" LAG ' •° �� 3' ��'�;i FOUNDATION BOLTS @ 8"o.c. INTO 2x6 @ 16"o.c. � � " �`�� ` TO REMAIN EXISTING PLATE ��,�: ,,.�� . � �:��w,.�� ,.� 10�4° TREATED 2x6 � LVL 1 3/4 x 6 1/2 �,; CONT. PLATE w/ TAPERED TO 8 1/2 ° 1/2" DIA. ANCHOR PAVERS ON ' @ 16"o.c. u, 95_$ BOLTS @ 36"o.c. �� '�� t SAND BED ��` ��`�' ``{�V�Ev��' �'."_ y�,, � . � � � �,,;�� ;;-�' 2-#5 BARS 5° i� �✓�OMPLI f� —� #4 BARS @ 16" CONT.TOP Z 0� i 95-3" ..�ate: o.c. BOTH WAYS AND BOTTOM W � z . ----�F'/l"- i✓ � z � ' ;�'�P; J� �___-�._, PAVERS ON 111=� — b I I1— _ W � 00 =' <: `-- � SAN D B E D - ==== - �=111 111= 111=111— ��(� .' �� :"��"�°°�. =1 I 1=1 I l=1 I I i=j=1 I I I I I I I—I I I �_I I I ' . . i I I I I I��I I I��I I I��I I I�I � � Z � _I I 1=1 I I—��—I I —I I 1=1 I I—�' � I I I—l I I � � g � Q ��_I11=111=111=1 1 1� I I�II��III�I I I II—II' PAVERSON �I I I I I I— III �� III=III=111=111= — — II—III—III— — � W � � � _III—III—III—III �I llll��lll��lli;II�- SAND BED 2' III—I I I—I I I—I�� 1=1 I1=1 I 1=1 I I— —I I I—I I I,;�� "=111�i�lllllll li,—I��jll,�lll— '�I= � � w 93'-0' 93'-0" —I I I��_- � � � z O "—I I 4�� 2-#5 BARS CONT. o �— 1= � � Y — � TOP AND BOTTOM � 92,-6„ • - � � � Q U ? ��=111—�� 2-#5 BARS ONT. III III III—I 4" DIA. PERIMETER •� ,`' 0 W � > J � #4 D O W E L S @ j II I I I IIII � � 11=_ I II—�II III DRAIN w/GRAVEL � �� W � � N j 0 16"o.c. 2�_p^ =111=111 4" III—_ T O P A N D B O T T O M �=1 1 1=1 1 1= � .-��' � Z N Y � '=111111 Illi��- #4 gARS @ 1 1 1=��—III CONNECTED TO � � U #4 B A R S @ _�j�=111 EXISTING DRAINAGE O �; �; W a O g" - 16"o.c. � '—III�II�i SYSTEM. � �`��-:�: � � � 16"o.c. #4 DOWELS @ � ' a J 4" DIA. PERIMETER 16"o.c. 2�_p�� r� . . DRAIN w/GRAVEL _ � ' I— 91'-3" #4 DOWELS @ CONNECTED TO ° $" ' � 16"o.c. 2'-0" EXISTING � e o y O o �8�� DRAINAGE SYSTEM. ,= f3 N . ;:-�, } Q 2-#5 BARS � � 89'-10"i � 89'-10" � � 0 2-#5 BARS CONT. 2-#5 BARS N I 4 i $ i 4�� CONT. . L �� CONT. . . ^ 10" -- 1'-4" � 4,� $�� 4�� (� (� I �- �l ��] (� -, � LJ V l� LI V L� 4„ $�� 4�� ,_4„ �, 4„ � DETAI L C 6 DETAI L B � J�� 9 2�� DETAI L A A S4 S4 3/4�� _ ��-o�� __ TOWN OF VAIL � S4. of 4 3/4" = 1'-0° - S4 3/4" = 1'-0" NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES __.� �p�}�/�rtr;��7 E+ 2U1l.tl Ul (tAW�� 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 #: B11-0147 Project #: PRJ10-0462 Job Address: 2645 LARKSPUR LN VAIL Applied.....: 05/26/2011 Location......: Issued.. . : 06/27/2011 Parcel No....: 210314301055 OWNER SULLIVAN,SHEILA A. 05/26/2011 2645 LARKSPUR LN VAIL CO 81657 CONTRACTOR HMR CONSTRUCTION&REMODELIN 06/27/2011 Phone: 970-328-0581 PO BOX 2502 EDWARDS CO 81632 License: 1052-B APPLICANT SULLIVAN,SHEILA A. 05/26/2011 2645 LARKSPUR LN VAIL CO 81657 Description: REBUILDING DECK/SHED AS APPROVED BY DRB. Occupancy: R-3 Type Construction: VB Valuation: $21,769.00 ..�.,..,..,,...............«.....,,.,,,,,,.,.<,,..,...,......,,.....,,�,.,,..,�....,... FEE SUMMARY ..,.,...,...,..........<.......>.....�....,�.....�..�.,,x....................,,.. Building Permit-----------> $349.25 Bldg Plan Check----------> $227.01 Use Tax Fee-----------------------> $235.38 Electrical Permit---------> $0.00 Elec Plan Check-----------> $0.00 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------------------------------> $5.00 TOTAL PERMIT FEES-------------> $816.64 Payments------------------------------> $816.64 BALANCE DUE-----------------------> $0.00 ................>.z,...�..,............,.....,.....>...,...........,..,...........�......,..............>...................._,...,.,...,,..».,».........>.....,..,..........,...,.... DECLARATIONS I hereby acknowledge that I 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 INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM-4:QQ. M. �. /' C..�. ( � f� v�i 7 Signature of Owner or C ctor Date itName combination permit_012811 3 � 1.V��ilf �i ��i f . .....<..+......>++x.......+++�+>...xx......»+..+...xxx.....:+........xx+..«..x.xx.+..<x:.•.+.+.....++..+��w.++....+x++...+...+.:......+....:<+..»..••..........+.x+xx.�...x•.x...xx.x+ CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: 611-0147 Address: 2645 LARKSPUR LN VAIL Owner: SULLIVAN, SHEILA A. Location: .....................................<.........,,...�.,.,.x..,......,,,..»............,,,,,,..,..,.,..........,.....,,.......x,....,.,........,......,,.,.,...,................,....,. Cond: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 combination permit_012811 � �..: � �f1l� V� 1A�' � ***.,..************„***««******«**«*********«***.,***�*�«««.,..,.,*.,*****«*,�*,.**********�*********************.,*******************«**************�****„*.« REQUIRED INSPECTIONS AND STATUSES Permit#: 611-0147 Address: 2645 LARKSPUR LN VAIL Owner: SULLIVAN, SHEILA A. Location: *****,.****************�***.,.*.,********.,****�***************«,,*****************************�**«„*******.***„********************�***************..,**** Item: 00010 BLDG-FOOTING Item: 00020 BLDG-Foundation/Steel Item: 00030 BLDG-Framing Item: 00534 PLAN - FINAL C/O Item: 00090 BLDG-Final combination permit_012811 ******************************************************************************************** TOWN OF VAIL, COLORADO Statement **************************************************��****+*********************************** Statement Number: R110000703 Amount: $661.64 06/27/201102:40 PM Payment Method: Check Init: SAB Notation: 1545 optimal arrangements Permit No: B11-0147 Type: COMBINATION BLDG PERMIT Parcel No: 2103-143-0105-5 Site Address: 2645 LARKSPUR LN VAIL Location: Total Fees: $816.64 This Payment: $661.64 Total ALL Pmts: $816.64 Balance: $0.00 **�*****************�*************�********************************************************* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 312 .06 PF 00100003112300 PLAN CHECK FEES 109.20 UT 11000003106000 USE TAX 4% 235.38 WC 00100003112800 WILL CALL INSPECTION FEE 5.00 ----------------------------------------------------------------------------- K � . � I � TOWN OF VAIL � 75 South Frontage Road West Community Development Department Vail, Colorado 81657 970.479.2138 vailgov.com 970.479.2452 fax Date: June 9, 2011 Re: B11-0147/ 2645 Larkspur Lane ��to-�'i(o� Dear Ms. Sullivan, RESPONSE INSTRUCTIONS • Submit two complete sets of revised construction documents containing the requested information with all plan revision items clouded . • Please respond in writing to each comment with a response letter addressing each comment. BUILDING COMMENTS Architectural Comments: Reviewed and accepted Structural Comments: 1. Provide a completed special inspection agreement available at www.vailqov.com � � PLANNING COMMENTS 1. Pursuant to the DRB condition of approval the plans submitted need to show the new deck with railings which match those existing on the home currently. Please see attached photo of t e exis ing railings. Please reflect this railing design on the submitted plans. 2. The site plan needs to be revised to show the configuration of the deck which will be constructed and not the existing deck in order to ensure compliance with the 10 foot setback. FIRE COMMENTS NA PUBLIC WORKS COMMENTS NA . t• I Sincerely, ; Martin A. Haeberle Chief Building Official Town of Vail Page2 Sheila Sullivan 2645 Larkspur Lane Vail, CO 81657 RE 611-0147/2645 Larkspur Lane June 15,2011 Town of Vail Community Development Department 75 5 Frontage Road Vail, CO 81657 Dear Town Planners: Please find two copies of the construction documents with the highlighted corrections. 1- As you suggested,we will match the railings with the existing deck, as you will see noted on the plan. 2- Please see the new site plan showing the new deck. 3- Please also see the Professional Services Agreement with HP Geotech Thank you for your consideration. t Sincerely, �� Sheila Sullivan PROPOSAL PROPOSAL NO. H.M.R.Construction SHEET NO. P.O.Box 2502 Edwards.Co.8I632 oATE �- � -6� PROPOSAL SUBMITfED TO: WORK TO BE PERFORMED AT: NAME ADDRESS k�� S L; c,�..� Ca '- I.-.A� �..a._ La...-c� liDORESS • ZC,��-cS'" ..rt_ U:c� C� - t(� S7 DATE OF PLANS V CO . 1(s�Z � PHONE NO. ARCHITECT - �{�(o - �7�'-t o We hereby propose to furnish the materials and perform the labor necessary for the completion of _ �' � � ,,�, �,,., -�- �.. �� f !�`� s — W♦ �r c �/�CG.�7�`tsLr.�� .bet ,,v �N 1l .. w �� . �. C �� e� t'.(.�� ,�.Y� ' �'�V-L ` '�-R.wvi7Jnl o�,.=�- n,o � cc.. : _t� '_ � � �N, f �-s7�k�L G � .i.� — �- i� s �'- .� ,►� i'S� t� S -� vo.� All material is guaranteed to be as specified,and the above work to be performed in accordance with the drawings and specifications submitted for above work, and completed in a substantial workmanlike manner for the sum of Trv�z..�� rvti� SVeu.¢.� _ S� �-�, /�lrrut�,��.Qls,.�,i ��o�Dollars ($_� "7GS rb ) with payments to be made as follows: So % "�.,u� .�.� 5�,,,�,�_ �'�,�,�„� '� �,�.� �1',�,l�r�..�c.L.�c�,:� �arJ Gocwn�.e�c�1 w��..,N 7 �1 �S OT' 1�.��,-e.2Q –�1v1b►c.�_ Respectfully submitted__ �,/� My atleration a deviation from above specifications imrolving extra costs wi71 be execu[ed only upon wririen order, and will become an extra charge Per �� ,�f�s�,�yi� o�er and above the esstimate. AIl agreements corrtingent upon strikes, ac- ddenfs,or delays beyond our controL , � Note - This proposal may be withdrawn �d N S��t-� by us if not accepted within�CZ days. , ACCEPTANCE OF PROPOSAL The above prices,specifications and conditions are satisfactory and are hereby accepted.You are authorized to do the work as specified.Payments wil(be made as outlined above. , , � I - Signature C� Date Signature _ ��D818 PROPOSAL ti � JUN-05-2004 23:26 From:l-IP-(�OIECH 9709458454 To:9704761788 P.3�3 . � � . . T�NOF V� � SPECIAL IN3PECTION AND TESTIN(3 8CHEDUL.� �1BC 170d) Projact Name:s�Zf G��91,� Permit# �II`0!�f) �t/S�+(��lJL'1-k'� Ownera Name: �,��(/��_� �0�� ` Testir►glnspe�ti f1 s�awre P^^��^e ��"e°�r,�� A��. G� a✓�d u ri �{�;+ Testing Inapedion IgnadKe Pdnt ma �� Hereby certffle�U�et Tes nglirnpec9on ApencY named abare has been eneayed to pertorm siructural lesta and inapeetions during construcHon as checked belaw,t0 te$i61y all app�kAblB pOrtlona ot tha Building Code. Priar to flnal inspectlan,the Inspadion Agency shall submit a statement ihnt a!I kema of desi�nated work perfomied were reported. My itern3 checked bui not tentad or inspectad wlll he noted ar►d ezplained. Whenever eny deaignated lterns on the I�t ere ready for sampling, tasttng,or inapeclion,ff sfiall be the responsibilRy ai the contractor to give Umely notke to Ma Inapectton egency so lhat the roquired esrv+ces mey be parformed. REIMFORCirKi 87E8.: UNOFIiPINNIlJa: TensA�6 Band,oM tal per heat per tons ...� Temponry/Permanant �_ Inapeeeiof�of Placement � Inapectlon of Steel FaGrication ��W�� _ InspeCtlon W ReinlorcinQ&Forma � E� � Mspedlon of Cond+sEe Placetntnt In�pedion ot'Tlebacks T�IASONfIY: SOiI NAIL8: prel'vn_Aoo�ptanea Ta�b(Mnonry UnRs,Wall Prfarta) 7�mpo�u�,Shoring Subeequeat Te�a(Matar.Orout,FfNd Wa8 Pdsm�) p��nanl Wa11 Irtspectlon d Placcment�nd GroutMy GONCRE EHOTCRET GROUT AND MORTAR: STRUCTURAL STEEL: � �� Ssmple b Tect(Llst spacit'n members beiow) p�� Shop Idartti�icafron b Weiding Inapedion ��d g�� ShopUMrasonicinspectlo� �� Shap Radioptaphy .ct v.n�i Fiald Weld'mg IrKpectlon � Batch Plarn i eclbn FisM Bdling Inapadion Camant O�h 9nnpa Field UlKason�Inspectlon �� Fle1G Radbpraphy Gompressbn 7asta Metal Dedc Wolding InspeCtion Gat 3 em �tEPA00FlN0: Wdc-up samples Inapectloa�Phcement �An s eara ma cn� sai.s: ` AtrCiu � q��p�anceTesb ory unu W M �,_ Molsturm-De�airy pe�ermheNon RECAST CONCRETE: _.___ Reld Density Renforc�ng Tests Orled Plera � Inspectian d Relnforcing Placement �, Deep Po�ndation Tendon Tasb Mspectian of Tendon Pleeement STRUCTURAL YVO�D: anspeCtlon of Cona+i6e PlaCertB�rt Inapeotton of Febrlc�tio� In�peccia+ot Conaeba Bah�k10 Inspedlon of Tnus.bint f abricat4on tnspeetion d Peire!Attachrt+ent 6lnaetls S�npla�Test Components Ga�pression Teats Inapedion of Gtu Lam Fabrication � Inspectbn d Stresaing/Ttansfar girlpKE CONTROL: PILINfl.CAISSONB,CAPS,TIEB: inspectbn d Reintorc9np Placement SPECIAL CASES: in�pedion af ConcrotB Platement Icup�tion d Concrote BalchMg 9P�C1A�1NSPECTIOq: S.kYNc Reaistance $pecpy athAr faats,lnspecBOna arapedaf MsVuCHbAS ro4v+►ed. Wind Requlretnents -4- ' JUy-05-2�4 23:26 From:HP-GEOTECH 9709458454 To:9704761788 P.2�3 uV��Vt LVt1 1�.V< Jluyf0ll00 „7LILL1VN1`I lJr 11�NLMRtCN rl-i17� Gl/ 'Ul • Job Name: . � � Jo¢Addrosa� ��' • Perrnit No.: 3PEqAL INSPECTION AND TESTING A�REEMENT (To appl{cant�at proJ requ�ing SpaclAt Mepectlon or Tosting per Sscdon 1T01 of tho ISC) The owner or hlslher representative, on the advice of the deaiga profesaional in responsible charge, ahali complete, seal, aign and submit a copy of the SpeciaJ l�spaction Agreement and Structural T�is Scheduled to the Town of VaA for review and approval. Signaturea are required on both paQes; photocopied ar�xed signatures are acceptable. � i'he owner and hls/he� genera! Contractor, where applicaWe, shall also acknowledQe the foliowing condi�ons applicable ta Special Inspec�on Te�tfnq- 1. Contractor is reaponsibie for proper notlflcatlon to the lnspeclion or Testing agency for Items listed.{Page 1) (IBC 1704) 2. Only ihe tesUng iaboratory should take samples and transport th�n to thelr laboratory. 3. Copies of ail Iaboratory reports and inspections are ta be aent directly to the Town of Vail by the Testlng agency on a weekly basis. 4. inspeciion agency to submit names and qualitications oi on-site special inspecto�s to the Town of Vail for review and appro�al.{Page 2) 5. The speciai inspector is resperosible to immediately not(fy the Towr►of Vail Building Qf�icial in writing of a►ry concems and/or probleme�countened. 6. (t is the reaponaibl�ty of the con#ractor b review the Tawn of Vail approved plans for additionaf inspection or tesdng requirements that may be noted. A pre-construction conference at the job site is reoommended to review spedal lnspecfion procedureB. �• T�sPeC1S��peclor sha![use only the Tawn of Vail approved drawings. 8. All speci� inspaction field reports must be feft ori site /or review by the Town ot Vail steff prior to required inapedions or re-inspections. BEFORE OCCUPANCY WILL BE GRANTED: Tha apecial inspaction agency shap submit a slgned and seaied statement that all itema requiring testing and inspection were fulfllled and reported. Thoae items not tested andJor inspected shall be noted In this statement. A copy of the statement shall be maiMained at fhe job site for the Building Inspector's review prior to final inspectio». Acknowledgement: � Owner:_,�a��:�C�i c��(/Z�C�U/� �'j�'�� 5ignature P�1nt Mima Oate Special Inspecti6�.��-,✓ ('�'1�G E'c��-c� A9en�Y G J � d A" vt �-1 a r� Signatu Print Name � 0a1e Prajed ArchlEng: Slpneture p��N�� pe� Contractor. Signature p�t�,y� �� _3W � }� HEPWORTH—PAWLAK GEOTECHWICAL,INC. 5020 County Road 154 Glenwood Springs,Colorado 81607 Phone: 970-945-7988 Fax: 970-945-8454 E-mail: hpqeoCaahpqeotech.com PROFESSIONAL SERVICES AGREEMENT June 10,2011 Job No. I 11 159A Sheila Sullivan 2645 Larkspur Lane Phone: (970)390-6560 Vail,Colorado 81657 . sheila ,optimalarrangements.com Project: Construction Observation and Testing, Deck Replacement, Sullivan Residence, Lot 3, Block 2,Vail Intermountain,2645 Larkspur Lane,Vail,Colorado Professional Services: Hepworth Pawlak Geotechnical, Inc. (HP GEOTECH) agrees to perform the services outlined below. The CLIENT may subsequently amend the scope of services with the concurrence of HP GEOTECH. Services provided by HP GEOTECH will be consistent with the engineering standards prevailing at the time and in the area that the services are performed; no watranty, express or implied, is intended. CLIENT is responsible to provide the information known to be existing regazding the project as it applies to the execution of HP GEOTECH's services_ Please � note the attached Terms and Conditions are a part of this Agreement and contain a limitation of liability clause. Scope of Services:. Perform part time observation and testing of earthwork operations, reinforcement placement and sampling and testing of fresh concrete as directed by the client or his designated representative. Present the results of the services performed in daiiy reports. Additional scope of services may be added upon request and fees will be based on the unit charges and Terms and Conditions of the attached fee schedule. Fee: Our fee will be based on the unit costs listed on the attached Fee Schedule and other costs needed to perform our services. Termination: This Agreement may be terminated by either party upon reasonable written notice. Our services will be stopped and fees will be calculated to include all services performed and materials used or ordered. Acceptance: We are proceeding with the above scope of services based on the verbal authorization by Sheila Sullivan on June 10, 2011. Unless notified otherwise, we assume that you accept this Agreement. Prior to issuing our report, one copy of this Agreement must be signed and returned to us. HEP R —PA EOTECHNICAL, INC. CLIENT �� dULL/�/� by ' Signature �� ,� ^ David A. �oung .E. /ksw (please print) � H HEPWORTH-PAWLAK GEOTECHNICAL,{NC. so2a county Roaa 1 sa Glenwood Springs,Colorado 81601 Phane: 970-945-7988 HEPWOt2'�!-PAWLAK GEA'iECHNICAL � Fax: 970-945-8454 e-maft: hpgeo�hpgeotech.com 2011 FEE SCHEDULE GLENWQOD SPRINGS CONSTRUCITON OBSERVATION ANl)MATERIAI�TESTING CONSTRUCTION OBSERVATION Field/t.ab Technician-Soiis,Concrete,Asphalt,MasonrY,Firepmofing.....................................».................._.............550.00 to$65.00/hour FieldTechnician-Piers,Piks....»......_....................••-•........».•-•_•-•........................._................_.................»........_......565.00 to$75.00/hour Feld Technician—Coring('uiclv�es�t)........................_.. ..._......»..............»....__..»»........._....»..._............... ........»...$i 00.00/hour Field Technician—Windsor Probe Testing{i�ludes eqnipment and probes)»»...-•-•........»_..._..».»....._._............_...................$125.00/hour Overtime(Over 8 hours P��Y,SahudaX Sunday and Holidays).........................................................._............._.i.5 x standerd hourly rate. ProjecxManagertunt/Review............................................._...................................................................»..._...................».»........S 100.00/hour F.agineer(Staff ta Principal Levet}.................._............».........._..............�........................_...._..»...._...........,............a90.00 to S 180.04/hoar CAD/Drafting........................................_.....»......................»..............._.................._...................._..............................»..........._.$75.00/hour wordProcessing............................................»..._................................................................... .�........»....---._.........._.__.............�_._S55.00/hanr LABORA.TORY TESTING SoIIs Moislure Conteat(AS�vt D-221�.....»....._.............5 10.00 AGGREGATES Moistuie and Density(Ianer Sample)................._...._20.00 Coar�c,4gg��g�3^through#8 Sieve(ASTM G13�.__.560.00 Atterberg T.imits(ASTM D-0318)....................»........_85.00 Coarse Aggregatc Amount Finer#200(ASTM G11�.......40.00 Swell-Consolidation(Std.3 Poiuts).............................90.OQ Fine Aggregaie(with#200 Sieve)......._....».»........�............6d.00 � Unconfned Comgression(ASTM D-216�w..........._..90.00 Clay Lumps and Friahle Particles(ASTM G142) Specific Gravity(ASTM D-854)......................».........90.00 Coarse or Fine Aggregate.....................»..»..... .50.00 ............. tian Analysis(ASTM D-422) Fractured Faces,Coarse Aggregate a 5"through#200 Sieve................................. 95.00 (Colorado Prooedure 45)......_................. ..60.00 ..... .................... .#4 through#200 Sieve....-••-•-••..............._........60.00 Specific Gravity;Bulk and Apparent c.Percent Less than#200 Sieve......................_...40.00 a.Coarse(ASTM C-127).......•--............... .60.00 .._............_. Hydrometer Anaiysis........................�.............90-00 b.Fine (AS11�I G128)--...»................»......_._............85.00 Gradation,Large Pit Run Samples..............................SS.00�our %Salt Content-Saading Material..............-•---•.... .75.00 tandaid Proctor Compaction(AS1M D-698)..._.....110.Q0 ............... Modified Proctor Compaction(A3TM D-1557)..._...t20.00 FIRL�PROOFING Hveem Stabilometer R'Value.--•...............................325.06 I]ensity(ASTM E-605�....:.............». ....S 50.00 Bond Test(ASTM�73�_......................»........._..».........60.00 ASPHALT Oil Content Only(ASTM D-63U7}........._.._._.......5125.00 0�1 CoateadGndation OTHER DIRECT CHARGE.S (ASTM D-6307 and ASTM D-5444).._..........._..i80.00 Auto or Pickup............._._........ ...$.70/mile •••-...»»».................._. poci8c Gravity,Bulk Out of town living expeas�,commercial travel c�sts, (ASTM D-1188 and D-272�.................................30.00 equipment rental,freight,etc. ...............»...........Cost f 20% Maximum TheAreticat SpeC.Gt'.(ASTM D-Z041)......T5.00 SubCOnsultant Services/Special Testing....._..__.........Cos[+20'/e CONCRETE-MA3pNRy RRib(ARi($ C;ytinder Compression Test(ASTM G39) Tec6nician rates inctude nuclesr gauge or other typical fie2d 3"x6"G�linder.....................».......................».......S 10.00 eqaipment aud are chazged portal to porfal. A 24-hoar natice is 4"x8°G�iinder...»............._..................................... 12.00 requested for scheduUng of fietd se�vicc.Minunam 2 hau rrip 6"x12"G�iinder...........................................w..........14.00 chazge per day for fie2d engineer or technician may be applied. Trimmed Conhsctor Cast G�rlinder....................24.00 Concrete Coie Compression Test......-••...............24.00 Froposals for specific grnja�s ava�abie upon�quest. Masoary Grout Co�ression Test, Including Coring and'Primming...................30.00%ore The prices listed above•inciade ug W 3 copicg of the report. I,ate Mortar G�be Comp�c,ssion Test..............._.............,....14.00 fce of 530.00 or IS% pa monW (whicbev�er is the greater) Masonry Prism Compression Test charged 30 days from iuvoice date plus collection costs, bank • a Hollow Cell w...................................................95.00 charges aad nasanabk attorney's fees. b.Gmout Filled........................»........._...............105.00 UIIit Weight(4"ar 6"L�+linder-Dry)._._......»......._.13.00 T�,�a cxo��ona.ac Ea«a.J.eu��.mi� <� TERMS AND CONDITYONS STANDARD OF CAR.E: Services perforcned by H$PWORTH-PAWLAK GEOTECHNICqI,,INC..(also refenred to as HP GEOTECI� under this Agreea�ent will be conducted in a manner consistent with that level of case and skill ur�inarily pcer�ised by�mbp�s of the Pi'O�1OII�y P��g��similar conditions in the same locale. No warranty,express or implied,is made or intended by the lnoposal for congulting aervices or by fiiraiahing oral or written reporrs of die 5ndings made. The client recogniz�s that subsurface conditions may vary from thosc encount�d at�he location where borings,tests or explorations are made by Hp GgpTECH and tbat the dar�,inteaPretabions and m,commendations of HP GEOTECH are based soIely upon the dats available to HP GBOTECH. HP GE01�CH will be responsible fior th�e data,interpretations,and recommendations,but shaIl not be m.spons�ble for the interpretatians by others of the information deveIoped. LII�IITATION OF LIABII,ITy The client agrees to limit the]iability of HP GEOTECH and its e�ioyees, directors, u�icers and subconaultants(collectivety`�iP GEOTECEi'�to the client,arising from ar ia any way related to tlie Project,the Agreement or the services Performed,sucb that die tatal aggregate tiability of HF GEOTECH to the client shall not exceed the greater of$50,000 or HP GEOTECR's total fee receive�for the savices rendered on this Pmject. Client hereby releases HP GEOTECH irom any liability above such amoum. This limitation of liability shail apply to any and all claims for relief made or wltich could be made. CORPORATE PROTECIION: Clieat a� its sole and pcclusive �cnedy, if any, for auy otaim arising out of the savices of Hi' GEOTECH sLall be agains�HEPWORTH-PAWLAK GEOTECHWICAL,INC.and not against any individua(employees,offcers,owners or directors of HEPWOR'ITi-PAWLAK GEOTECEIIVICAL,INC. SiT&ACCESS: Unless otherwise agreed, the client will fiunish HP GEOTECFI with right of,access to the site in order to con�ct the P��Pl�b�• W�le HP GEOTECH will take reasonable precaudons to l'uait damage to the pmperty,it is understood by the client that in the normal course of services some damage may occur,the res�oration of which is not art of tfus e obligation o#'HP GEOTECI�. Untess otherwise apreed, the client will sec�re all neces p ��t��at be the necess to the �Y $PPTav�, Permits, licenses and consenb ery perfom�snce of the se.rvices hereunder. UTILITIES: 7n the performance of its services,HP GEOTECH will take reasonable precautions to avoid damage or injury to subterranean st�uctures or utilities. The client agrees to hold HP GEOTECH harn�less and ir�demnify gp GEOTECH for auy claims,payme.nts or uther liability,including attomey's fees and costs,incurred(ry Hp GEOTECH for any damages to subterranean sh�uctu�+es ar utilities which are not calied to HP GEOTECH's attention and coirectty shown on the plans furnished to Ap GgpTECI;, [JNANTICIP�►TED HAZARDOUS MATERIALS: It shall be the duty of the owney the cIi�t, or their representative to advise Hp I GEOTECH of any lmown or suspected hazarclous snbstances which may exist on or near any premises u�m y�,}uch �;�� 6e performed by HP GEOTECH's employees,agents or subcontractors. If HP GEOTECH obsecves or svspects the existence of unanficipated hazardoas materials during the course of providing seivices,HP CrE01�?CH may at its option terminate.further services on the project and notify client of t�e conditian. Services will be resumed oniy after a renegotiafion of acope of services and fees. In the event that such renegotiation cannoY oocur to the satisfaction of HP GEOTECH,HP GEOTECH may at its opt}ctn.termiaate tlus coah�act, MOLD or OTi�R BIOLOGICAL CONTAMII�IANTS (MOBC): HP GEO'TECH's services do not include determiaing the presence, prcvmtioa or poss�bility of MOBC developing in the fudue. If tbe cIie.nt is ooncerned abont 11+IOBC,then a professiona(ia this specia( field ofpracrice should be consulted. INVOICES: HP GEOTECH will submit invoices to the client montLly aad a final bilI upon compl�ion of services. Unless otherwise aoted,fees will be based oa the prevailing Fee Schedule in effe�t whw the services are performad. Payment is due upoa presentation of iavaice aad is past due tliirty(30)days&om the invoice date. Client agrees to pay a late fee of$30.00 or oaie and oae halfpercent(1'/z%) Per month(whichever is the great�)on past due accovnt�inciuding a11 costs of a collectioa agency. Client also agrees to pay,in addition to judgemeut or settlement sums due, alI costs and expenses inciuding court oosts, reasonable auorney's fees and staff time computed according to HP GE01'ECH's prevailing Fee Schedule incurced by AP GEOTECH relating to coue�tion pmcedure��overdue accounts. OWNERSHIP OF DOCIJMENI'S: A21 reports,plans,speciScations,computer fi1es,fie(d data,noroes and other doeuments and instruments PreP�by HP GEOTECH as instcuments of service shall remain the property of HP GfiOTECH. HP GEOTECH shall ietain all common Iaw,statutory and other reserwed ri�ts,including the copyright thereto. SAMPLES: HP GEOTECH wilI retain aLt soil and rock samples that are transported to HP GEOTECH's laboratories tmtil submission of the project report. Purther storage or hansfer of samples can be made at clieut's expense upon written request DISPiJTE RF.�SOI.UTION: Al! cIaims aad disputes between HP GEOTECH and client arising out of or in any way related to this Agre�nent wi11 be submitted w mediation before and as a condition p�ent to other remedies provided by law VENLTE: If a dispute at Iaw arises�+elated to the services pmvided ander this Agieement thea the claim will be braught and tried ia a Court ofcompetent jurisdiction in the caun�y whe�e gp GEOTECH's princi�l pIace ofbusiness is Iocated, NO THIRD PARTY BE�iEFICIARIF.S: Nothing contained in this agreement shaA create a contractua!relationship with or a eause af action in favor of auy third party against either Hp GEOTECH or client TERMINAITON: In the event of tem�ination of the Agree�ent by either party, the client shall widrin fifteen(1� calendar days of temzination pay HP QEOTECH for ail services t�tdered and all reimbarsable oosts incurred by HP GEOTEQi up to date of termiaation,in accordaace with the payment provisions of t8is Agreem�t HP GEOTECH shall have nb iiability'to tlie�client and the ciient agt+ees w make no claim for eny delay or damage as a result of such termination cau,�ed by anY breach ogthis Agreemeat by the client Effective January 1,2011 .. (/J G / , t ' Department of Community Development ' �,.� �. �� :� ; �� `�� 75 South Frontage Road ,_ , :, � - � � � �� ' - . .� ;. ��._ °Vail;.Colorado� 8165�7 ' � ;: � �`� ��=`�� Te(:� 970-479-212$-_� � �� , .: r. � �� - Web: www.vailgov.com ` �.�:. . � � ` � ` �� ; � � - ' Developrrient Review Coordinator � ,� � � �� r. . _ , .. r.z, . . ' �i�f��t��t'��t� I�t � . '� - , , '��.t��,'�'��°`' �' ' � �� ',�,,.. � ' " 3 t ., ., � � �.�..»� _.�. s ,, e.,.:��,��.t�� ._�.-�' � �� ...�.��_� _�, _�.,��,_. �ar�.,,_.. BUILDING PERMIT APPLICATION (Separate applications are required for alarm & sprinkler) Project Street Address: Project#: ��(U � �� L�� DRB#: / O D �� (Number) (Street) (Suite#) _ Building/Complex Name: ��%�1�5i�°S'G�i��C�OCf� Building Permit#: �� / �� Lot#: Block# Subdivision: Contractor Information n � 1 Business Name: �r�' Work Class: New� Addition( ) Alteration( ) Business Address: Type of Building: � City State: Zip: Single-Family( ) Duplex f,i� Multi-Family( ) Commercial( ) Other( ) Contact Name: Contact Phone: �' �� Work Type: Interior O Exterior�Both O Contact E-Mail: [�� Valuation of Work Included Plans Included Work Contractor R tration Nu Electrical ( )Yes ( )No ( )Yes ( )No X Mechanical ( )Yes ( )No ( )Yes (XNo Owner/Owner's Representative Signature(Required) Plumbing ( )Yes ( )No ( )Yes (�No �f Project Information �� ? Building (�es ( )No ( )Yes ( )No I Owner Name: fTCl�/ �"/fL��l�i/� � �/ / � � Value of all work being performed: $ � � �Parcel#: ��U� �7 O �'� (value based on IBC Section 109.3 8�IRC Section 108.3� (For Parcel#,contact Eagle County Assessors Office at(970-328-8640 or visit � www.eaglecounty.us/patie) Electrical Square Footage I Detailed Scope and Location of Work: (use additional sheet if necessary) i i I i - I For Office Use Only: Date Received: ` Fee Paid: i MpN,�Y�.a��11 Received From: il Cash Check # � ��/ �L CC: Visa/ MC Last 4 CC # exp date: � Auth # Ol-Jan-11 : t �• t STRUCTURAL SPECIFICATIONS 7.1 Foundation desi;n hised upan assumed ina�imum u�ils bearu�o capacih'of 7�00 psCund cx�uivalant[luid pressure of�0�wl to be cerilied b��u wils eneineer al the c time ol e�eavalion. ]nslallation oi perimeter drains�id s'ile icri_alion�o conlomt ��•ith soils're�x�rt_[ield lest drains helore twck�llind. All Ibotings are la t�:ir upon natural m�disturhed s�»]as approved b��the s��ils engine�r. Submit copp ofr pori ro a��u�cer. 2 j All ne��'loun�ntion around pernnetcx o1 structure shall have minimum�ros-t pru- tection oY 48'to bottom oi Cootnig. All Youndation«�alls and coluvms to bc ccn- tercYl on concrele footo�ss imless sho��m othen��ise on plans. 3) All casl in placc concrctc musl tx�madc��ith Yoriland ccmcnt and atWin mvu- mnm compressi�°e str��tli of;000 psi a1t 7 28 d�ps. llosi�n bast:d tipmi 13U1LII- ING C011L 12r QU1RL'ML NI�S F OR ItLINPORCEll CONCItE1'L(ACl 31 S), L999. Concrcte placomoni io cm�fonu n°ith"Constn�ciion Rcqa'scmwts"ae dc- fmcd ui ACI 318. All csposed cdgcs ofconcrctc slu�tl l�avc Y'�cl�anuir. Cou- crcto«-ork shall uot lk�vc am�ltorizonta]cold jom[s unlcss autl�orizcd b��the cugi- neer. Field coordineile all vertical cold jomts��ith stnidural en�,ineer,tt�con- tinua�c vcrl�cal�aalcr stup at all coid joinls. �l) Reinlonme steel is ASTM Grade-10 Remlbrcement placement shall conform lo MM�iJAi OP SfANllAltl)YRACTiCC,2001 as prcpured by CRSI. All lap splices Lo he minimum 3G bar dtameters.all hori��ntal reinlorcement to be con- tinuous.iround corners and ut wall intersections. Minimum�einforoentent prolac. uon- -conorele E�ived asainst earth 3" -concrctc F�ured in lonns 2" -concrcte slabs P' �) All luntber shall tx Dou,-Fir N2 S4S or better,�ll H�olmanized lumber shall ha Hcm-Fv#2 S4S or bctta(all lumtxr��ithin 1 R`of fmi;l��radc or in contact��ith concrctc nuvst l��ohua�tizcdl. All timtk�rs arc lloug 1'u�#I or twttcr. Yrovide wlid blouking at 8'-0°on centcr in all diaphragms. Ail wlumns lo hc continuous l�arv�g to SoimcL�tiov. N'v�do��colunuis s�iticd on plaus arc trivuucrs.procidc onc kin�slu�for o}wnin@s to 6'-0"and 2 king stud,for opcuings ov�T 6'_0„ 61 Anchor bolts and bohs shall bc.A�07 or Uettar. 7) Vcrs�lams(2.OL)arc as nti�nutachired U}130151 CASCAllL'COltl'OfU1"IlON: scc shop dra�au��s and manuliicUV�YS stan<LQd dotails. All built-up Vcrsalam bcams nmst bc gla�.�ci��ith YL4U0 and naikd�vitl�2 ro��s of 16d opi};cs�d y`oc. All alternates to be recie�ccd v�d ppprov�b}�tl�e en�u�eze. 8) SlicaUi floors�vith=/4''T a��d G pl}�wood��ith mu�imum spau ratvk of40/20 or bcttcr and�luc��rth YL400. NaIl p]}'«°ood uith]Od a.6"oc to all joists,field coordinale ure�+option. 9) Slteath�ll e�terior��ilh with/z`�pl��-ood�k�ilh minimum spen ratin�,of 2a/0 or betLCr. Nail�ti rih Ad�u��("oc to�11 studs. ]II)Live loads used for desi;n- -Roo1=S0 psf sno��. -F1oor-40 psf rcsidential. -llcck-100 psf. -Wind-90 mpli(;second gusl),E�posure R. -Earihquako-7onc C-iBC. 11 jAll conslniction musl complv��'ith the 2009 htt�ialional Bttildino Code as ndopled bc thc Tomi of Vail Buildins Departm��ll snd th��'Y'nncra]Conditions ol d�c Con[ract for Coiu-Imction'�(AIA llocmncnt A201}All cons[mctiov nmst bc completed witlwi the tolerances described ui the'`Residentia]Constmction Ycr- fonnancc Guidclincs"as prcparcd b�the NATIONAL ASSOCIA?ION OF I IOMIi 13UILllLKS. 12)Coiutruct�4all as tollows- -P,alenor��6!u.1G oc. Int�c�or��4!a 16'�oc,milcss notcd otl�cn;�is.:. 1?)All hc.ams_�oists and raft�s are to Lx,ac upon�a�alls oc bu�nu,or bc hung«�itli SIMYSON S[ron��Cic l�angcrs or�pprovc cqnals. 14)All structural memhers are sha��t in iheir lvtal positions properh braced mid sup- ported;durin�umstruction it nta�'tx;neca;ssan'to tempor�ril��shore ix�rtions ot tha strueture��hde oiher portions are being construclecL Contact lhe enemeer Cor consultation as r�uira9. ]�)General Conlrxctor�s responeible ibr all non��ecitiecl connections.conWCt engi- naer Cor deWdS as reyuired. The en�u�eer�s lo approve alt stnictural suba�titutions. 16jGeneral Contrxctor is lo a>ordmate ull diaphr�o�n penetrat�ons(�.e chinmev,. plumbin�.se��ers,etc}throuz.li�loors.��alls,rools zmd loun�4ition�valls��ith ap- propri.tte sub-contractora General Contractor is responsiblz for lhe mean�,metl�- otls.icehmyucs_xqu�ccs,pro�ediUCS,workmanship.Swsoual s�h dulin,nnd job-sitc s�fch�asaociat�d��-ith Uus projxt Tlic Gencnl Contractor u to vcrif\°al] dunensians mid ele�itiotis�tiith tl�e architeUUr i]dra��n�s. Nol�h en�ineer of al] cou�licts and omi;sions hchti�ccn vurious cicments o�thc�vorking�ra��in�s anQ lhe e�istino conditions prior to commencino�rith lhal portion of the projec[. General Contractor is Lo inapeci remotle]prqjects:md verifj�prior u�and pmper duposal oi e�istu�v��tcrials(ic.,asbcstos,ctc_)as reqnircd b}�codc. 17)All materials e�pox:d to eatenor:u�d or moisture conditions shali be tra�+ted for thcsc conditions(i.e.,chcmicxl trcnlmcnL stainine,�inting.damprooGng,mcm- tttanes,ilasl�ai,.ctc.)as r�,�7uued b��codc. All material;to bc trcated or proteetecl for fuc resis[ance as requiral bc code. 18)Spcciul vispcction lo tx complct��cl by buildu�@ olTici�l approvcd vispectioi� agenc}�Yor poiud-ni-placc concrctc constnictiou u�cludmg rcuubrcmg�[ccL and soils utiormation. Inspcction rcports to bc prcpared v�accordeuicc��itl�113C Chapt��r 17 on approvai}onns,vcriYcu��compliaucc�azth cousmiction docmnznts a�td he subtnitt�,�l lo the buildino olficial lor recie��and approcaL coptm�tlic oui�er_gcnera]conlreiclor and cugmecr Coorduiate nvs�:ctions�S�iU� gener�l contrector so that spec�al inspee,tions cen be pariodic ralher Iha�� cou.umous. M ir� 93 3'-0" TOF 89'-10" � i til� � �, TOW 95'-8" %i / o /j +. / 94 I . I i ( I o; A I � `°j S2 � ; 1'- \ M V 95 � � I _�a0 °' TOF ih 91'-3" � -- -- -- — — —� � i / l I 5'-0" — — — — — � B I I EXISTING S2 FJUNDATION � � TO REMAIN - . � I I /'' � 1` : / STEP TOW TOW 92'-6" TOP OF PAVERS 93'-0" I TOW � '� 95'-8" � — — , i .a — —� TOF A `- 89'-10" S2 SIM. TOW _ _ � � _ _� — � — � C � S2 6,_0„ f� 96 ', CONNECT NEW FOUNDATION TO i EXISTING FNDN.w! �5 DOWELS x 3'-0"@ — 15"o.c. DRILLED 6" ItiTO EXISTING AND iG:ROUTED w/ NON-SHRINK EPDXY, G20UT EXISTING � BLOCK AS REQUIREC (2 LOCATIONS 7 YPICAL) iTOP OF EX. SLAB I � g1'-0,� I, FOUNDATION PLAN NOTE- FROST PROTECTION OF EXISTING �I4" = �'-O" NORTH FOOTINGS IS LESS THAN EXISTING CODE. ALL NEW FOOTINGS HAVE MIN.4'-0"FROST PROTECTION. PAVER ELEVATION OF STORAGE AREA HAS BEEN PLACED AT 93'-0"IN ORDER TO PROVIDE MINIMUM 3'-0"FROST PROTECTION FOR EXISTING FOOTINGS, EXISTING FROST PROTECTION AT NW CORNER OF EXISTING BUILDING IS MIN. 3'-0". O O M ,�\`L � �o�/ - �� .�PQ �• � �� fOP OF PLYWOOD \'� � a - H _� O � � o TREATED / 2-2x6 TREADS CONTRACTOR'S OPTION- IF TREX DECKING IS CHOSEN, TIGHTEN JOIST AND STRINGER SPACING TO 12"o.c. Tlltl/�r' 1'll\/\l1ll\I111 �-� LVL 1 3/4 x 8 1/2 LEDGER w/1/2" DIA.x 5"LAG BOLTS @ 8"o.c. INTO EXISTING PLATE U .� 0 v N � 7 � .� �m �N N� �m a � o a� � ro N O O O 4 U O>„ •Q r' . Cra� l'£ � . E�;. . �.. TOP OF FINISHED FLOOR Z m �oo�-o° W � � � Z W Q � z � z � Q � : a g � Q � W � w � I � � i- Oj _n_..---�-. j � �' ,i � z O .n,� � '�� ,�', I�l LI � � Q U I�V W g > � , ;��rr MAY �� 20�1 �; 0 � N� � ''''i'� , �i Z N U -�� OF v��._-� ; p ;. � m ' ..� � i � � O � � ' y � O N QC G ' 1/4" = 1'-0" N i � DECK FRAM I NG PLAN WALL LEGEND � � � � � i i ,� � �, a i ,� I i . , CONCRETE WALLS � � TO BE ADDED � � ' i i , �— EXISTING MASONRY � �' °� � I � 'I I � � '� '� WALLS TO REMAIN 3 � - — °_-- WOOD WALLS TO BE ADDED � � �"" �, S 1 of 2 �.:� -- z � � � � � � * - � �n�/.�� DETAIL C `S� 3/4" = 1'-0" WATERPROOFING MEMBRANE, FLASHING AND PROTECTION � BOARD BY OTHERS. 100'-0" � T-- EXISTING FRAMING TO REMAIN EXISTING FOUNDATION TO REMAIN TREATED SLEEPERS @ 16"o.c. � 1"STEP I 3/4" PLYWOOD " ( LVL 1 3/4 x 8 1/2 LEDGER � w/ 1/2" DIA. x 5" LAG BOLTS @ 8"o.c. INTO EXISTING PLATE PAVERS ON SAND BED 9� 92'-6,� ,,,—,_� =111-111 . . � �ili ��ii� 2-#5BARS ONT. j=111=�� III� '' rOP AND BOTTOM .I I1=1I I 4" ,I I� '_III�II Illi�� #4 BARS @ = 16"o.c. 4" DIA. PERIMETER #4 DOWELS @ �JRAIN w/GRAVEL o 16"o.c. �CONNECTED TO �2-� EXISTING � $ DRAINAGE SYSTEM. \ ' ' 89'-10°i ,� 2-#5 BARS CONT. i ,✓4„ � $„ �4„ ✓ .. I �,_4„ B DETAIL B S2 3/4" = 1'-0" i[�lY LVL 1 3/4 x 6 1/2 TAPERED TO 8 1/2 @ 16"o.c. #4 BARS @ 16" o.c. BOTH WAYS PAVERS ON SAND BED 93'-0" #4 DOWELS @ 16"o.c. 2,_p„ $,� 1/4" \ M 0 �i "2x" DECKWG w/2 SCREWS PER BEARING POINT 2-#5 BARS CONT. \ �� L!� � L� � 1J � � �, .� �;a�; MAY � � t0�1 � ,�_i�,1 A _�rovv,��?�.,�� 2 ��2�� 99'-11"i 1, 1 1/2" SLOPING 3/4., TO 3�2" 6/2 GUTTER BY OTHERS a?? �„K"- 1/2" PLYWOOD w/ ''` •:`' WATERPROOFI �� AND STUCCO ' "' SYSTEM BY OI�ER. � � 2x6 @ 16"o.c �r�`_,_';; � � �•.: 95'-8„ TREATED 2x6 CONT. PLATE w/ 1/2" DIA. ANCHOR BOLTS @ 36"o.c. 2-#5 BARS CONT. TOP AND BOTTOM 4" DIA. PERIMETER DRAIN w/GRAVEL CONNECTED TO EXISTING DRAINAGE SYSTEM. . 4�� $�� 4�� i ��_4�� D ETAI L A 89'-10" 10" 3/4" = 1'-0" 0 � U �m C �� •� N� �m r � � ci a� a� � � � o �D r @ � N O O O � � U � O > Z � W � I CA � Z , � H I � Wz � I, ag � g ' W � � � I� I' � � H � I I� � YzO I ' v � JU I' W � > —� ' 0 � c�Q > c�o Y Z c� (� I' a O � i I�i � m � �� J M I ' � i � y ° N i a I � o �� N �' �j � � I , � � ,,�,i , - - � S2 of 2 .�� .\ �� o� � — — -- _ Railing Cap. 7 Treads @ 11" = 6'-5"± \ DECK LIVING LE�lEL PLARI 1/4"=1'-0" �� Line of Existing Building . �;o� 1 ��,�s��6� � �, i � oa�'?`.y��p�� 6x6 Columr � ��i� 'O;� � `� \\ . � �. �- I � � � 5, 3„ 3-�» , Field Verify i . f Open Stone Veneer Wall --'� � ,�= � Line of Deck Above, Typ. • .. 4x4 Railing Support, Ty 2x2 Wood- Balusters, � 2x12 Wood Fascia 4x12 String 6x6 Cofi Existinq Sidina � -.._._.,.� . �..��. DECK SIDE ELE�/,�TIC�� Edge 7`—"2x2 Wood of Wall � Balusters, Typ. � -�-Waod ,�' �' Railing Cap— � -' L �"l L� _ _: �_�=3 �i} MAY 2 � �011 � ;� � ��WN O� VA�L . . - . . �_�... . . .,. „ ... . �. .�. �.� ■ �_.��__�n�� • Open Below Deck 2 GRADE LEVEL PLAN 1/4��=��-o�� ,�„ 6x6 Column ��-.. 'S#�t�7'eiie r � r ! S L"1. �� t� . Finish Grade ;� ��,.�,�,,,.� ��=° :f��F�:i'F`��tft�< t`p � ... t :.BACK � FaONT ELE�/A�'I�N� 1/4��-�r oi� i'` �� Edge of Wall Wood Steps to Grade 1/4"=1'-0" e � � � U � �n h J `o CO tf� . 3 r- �fi J � � � a� � � � � � � o U � � L o � � � vY U c�a Q = �- L^` \(� W / � ±, � � � � � Q N �r � = o c� N � N t` a � � � � xo � � mrn a) �° O � d o � � � � � ._ � � � � o O � � a; o � � � � — � � — V J j O � �' NV � L� � ,� = � L � > .; J m O _ �, �; _ � � O O � � � H O N � � I� J � � Y � � .� 3 a� � o c�a � � a � � 0 s - ------ ----- \ �- � � � � \ � / � � \ � �l,�T/L/TY E�SE'MENTS G� � � / /^ � t._.-7.C E / , 2�2 / / / / 28 2' ��6� / / U1 � �wo STo�2Y o � � f Ul/Cx"?.p FFc'ANlE - � �� U/�!/TS f E Z / I � ' � � V� � / �� . G G.C. �: LC \ � \ \ � \ � 8•2 � / f' � . �� \ / / / � f � � , -Oe-C��RA�/T� A�fc' .ACE-; z o.� 2- �5�/�,TQT 7' �9P�i2� l 2��,� � � / � / / / ' �2f' f� / �,�� - ��( C� . D � � �,. ;� MAY 2 5 2011 � �'OWN OF VAIL ,\ .�� f�As�� r� 6�'\ . ��1��a\ . i�`o p' ■J Line of Existing Building Deck Metal Handrail Wood �reads - `\ � WOOCJ ' Railing Cap DECK LIVING LEVEL PLAN � Line of Existing Building . �4� � ��As�� 6 � l a . ' p��y��O- 6x6 Colum � �'.� `�� , � � � i � ' i 5'-3" 3'-0" , Field Verify ��'] � ` I Open � n Stone Veneer Wali � \ $,_�„ � GRADE LEVEL PLAN , ;� , � ; �'�r� af Vai� ; ; I. ; �� I �! ;i ' �� i I I 4x4 Railing-- ! � :.� ; Support, Typ. � ;� � Up 8 Risers @ 7" = 4'-8"+ 7 Treads @ 11" = 6'-5"+ 1/4"=1'-0" —� � .%i .--� Line of Deck Above, Typ. 1/4"=1'-0" � .. 2x2 Wood--- Balusters, Typ. 2x12 Wood Fascia 4x12 Stringers �' 6x6 Cofumn- Existing StUCCO 3 r ' %� Existing Siding II � '! !i I '� Finish Grade �'�"�STt�I!��''� x12 Stringer �. � �Xl�T//�E'r f�� Za�.� __ __ �..�Me� Ca�rr f S-�u�c"�c�t�- _ C�ECK SIDE ELEVATION 1/4��=�To�� -�°'�� '`�� Edge � a of Wall � Balusters, Typ. /� �-Wood � Railing Cap ---� Open Below Deck C � 4x4 Railing Suppo�t, Typ. 2x12 Wood Fascia 6x6 Column �'` -- - l i t;. Edge of Wall `�6��,,v�--- =i��/�lf�7� � Wood Steps Finish Grade �i�-G�� Z�'�' to Grade :�ACK � FRONT ELEYATI�N� �i4��=��-o�� U � � � J 3 � � J � � � � ti V � '� �' � o � � :~ � o � � vYUc�u Q - � a� `� > � � Q O � Q N �', � = o c�o � � N ti. a. �- �t � Y x 0 � � m p�j � 'm � N 1 o a, �.- _ 'ca .Q � ++ � � o � � � � o � �, � � — Y � •� O � L > U � N � � ,� -- � � p > tQ � m �- .� —� O — ch � �A � t�D O O V) N .J F- _� �� -� rv�fc,� V��N� Co�c�'` f � (-��L..�� o ^�f�J'�'C.W � � � �. m a� m o � °'� � n. � �v,� ` O ' � ~ ... � ' t A ` /� �j �r , � �L..JI V�t.../�.../��l V/�„J� I�l�I`� �� , , L,.�-1►1�''/�.'��J°C.11�' ��''1�...r� ��.../t/�/ C`��► L.. ��7` �C:�i�./�'1��'I1`�.�I11.../��'�✓I�."� � � - .�, _ ,.� ;� . _ � �.c��- .�, ��.c�:�c �, v,�f�. ��-��tc.�r.�n��-,�fn� ��t��.��r�r��,r�.��- �u��ir�,�o�✓ � - '� � TJV1r"/ti./ �7'� �/�I�L... �,4C�...t�' �"C�G.,�h../7`5-' C�..��,�L�C:� � ' . � W�ST l/,4fL,. � _ //VT't�t2'�N.ANG�` � { ' - � � �.,._i �---- �,:� � ,� . � c� � - � - �.� . � ��1� � ��7' !-�!N w�CAt�* ' ; , , � .+ � + 1, �t�. , `�141 1' �� , ,�.. � c. 5. /�62? ��^ ! �� — G)/� 1/i+-1/G.. +�C7C../�✓.L�f'��"' � � 41�+t. 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F � � ( � � . �11��1' i� r � � � � . . . . � . . , � O - �.0��/�-�(� +.�rf.f�I�i�+7 . . , ` � � � E � ' � � � � , , ` � " , , - , __ _ � _-� • � � u, ,p _ " ' ` �. - ;SITE P�,.AN � 1" -��_�� . ;� � � � . � , , � , i � _ _- � ._ �� . � � � o � � � ' '� ,� � � �..t�T ?' � ' � ' 4� � cv;� � . � � . ' , � . :� r�..� = . ' � � � � � � � - • . 5C.4�c...� � 1" !c>' � ` �S � �-�... . , , . � , . � � ,..�. .a � C , , o �' rca' 2�' �a' ' ��, � M . - , ' ,ll,//C.�T�'� , , � � t�D O C ` . � � '� CV �..1 1- . ....� � - ! .B�.AIE'1l4J+�� 8��l� C�?/�../ R.'LG�r2',� G`,.�L�L... � ? � , � - �'tct�M �l/�.11.qG... J�'�.y4�° t�r�' �•4IL f11.lT'+�`/�"MU�.lhl�".�11V � . , ' ;' - . . ,��v�`�...r..�,��+�-t�r�.f�- ��t�,��r�sr,�rcan..�, 8t..c�� . � �� ' s ` k � . . ' ' �. .C�7'� C7� �11�'�,/�'Y'= t.J[lilf�x /°.,.��3�' _ ' i , , � , , , . � . .3. C� G'.t�. -- ��11.1�'/�'.�L.... �'G71L`IlV'lc�/t.1 �"'�.�1�'7�'!�,/'?` ' , � - G,G' �. —L..IMIlT'e�C� Cc�MI`�!C>1�.1 t�'C...�M�J'Jti.fT. . � . , , - ' � ' � 4. ��..EV`.�TIQ/�.t'S ,�4��"L� �3N UF'e�F�' �.��►C-a�� t/J4L+��Y � S.4/Vl7",�1T/G71\f .L�/�7'"r'2fCT' ,��Wc�`.�' .��— ,8U/L.7'v . �,��.� �.at��.�r' �n�c�r�r��i�,�rv� � �t.,r,��✓'��r,�.�� r�.��., , �� . ��evh..f�',�tc�� v. c-v��°r, trra��, �`c��..c�. � � � ,�.��'.�v,�.�"��A,��csnl&��1--�� ` �.' , , � �� G,:�'�;��✓�l�>.��f�l� �� - � � • � ._.�.-----.a � __—�...- '� � . - . . . . , , . , . , �.� . STRUCTURAL SPECIFICATIONS Eo�EOFExisTiN� � �� CANTILEVER � �m 1) Foundation desi�n based upon assumed ma.�inmm soils hearine capacity of I�00 psland equivalen[fluid pressure of 50 pcf to be vedfied by a soils e�vineer at lhe 1 o1-O" 21'O' O a time of e�cavation. Installation ofperimeter drauis and site uri�ation to conform — � with soils report.field test drains before baclSillin�. All footings aze to bear upon , • � � N natural imdisturhed soil as approved by the soils en�ineer. Submit copy of repori to engineet. � 2) All new founda[ion around perimeter of structure shall have minimum frost pro- � �� / � tection of 48"to bottom of Cootin�. All foundation walls and columns to be cen- � � taed on concre[e footm�s unless sho�nt othern�ise on plans. '�� / � o a 3) All�cast iu place concrete must be made with Portlaud cement and attam muu- � �O/ 'j-Z� � � `� `o mum compressive strzngth of�000 psi after 28 da7s. Design based upon BUILD- Q"/ , EXISTI NG FNDN. • �\ P �� a° ° INGCODEREQUIREMENTSFORREINFORCEDCONCRETE(ACI+IS), Q� TO REMAIN Z-Z x$ � � o_� 1999. Concre[e placement to conform with"Con�[ruction Requsements"as de- �2 '�P — � �w °�' fined in ACI 318�. All e�posed edges of concrete shall have'/:"chamler. Con- "rf)' � Z '�" crete work shall no[l�ave any horizontal cold jourts miless auUiorized by the engi- �^�� / ci t- Z O � ~ W neer. Field coordinute all vertical cold joints wi[h stnictur:il engineer,use con- + � � Q " � �•" �,w �5 ." . �, .,fi.,.. tinuous vertical water stop at all cold jourts. �j\�` X W ,, �' •., �,.`,:. cr�"q� 4) Reintorein�steel is ASTM Gmde 40. Reviforcement placemenl shall conform[o TOP OF PLYWOOD ^ / � V O �v`}tQy - `��..- c;�.�,;} , MANiJAL OF STANDARD PRACTICE,2001 us pr�ared by CRSI. All lap J�' � o U � ° splices to tx minimum 36 bar diameters,all liorizontal rein�orcement to be con- 99'-6" ��c �o C� {�� a� [inuous around cornecs and at wall intersections. Minimum reinforeement protec- 3 .= TOP OF PLYV�/OOD � Z W �� e tion- � eD H H , � r �� '- -concrete poured against earth s° 99�-$�� ` -concretepoiuedinfonns 2" "l1"HANGERS � Z X I J 3� ' � � ri �V -concrete slabs �" `Z'2X6 TYPICAL � x p W 5) All]umb��r shall be Doug-Fir�2 S4S or better.all��olmanized lumber shall be ' 2-2 X$ N P ' HenrFir#2 S4S or better(all lumtxr�vitldn 18'of fmisli grade or in contact��th LVL 1 3/4 X S 1/2 LE DGE R W/ ` R w • 2 x 8 SOLID � 2 � �� concrete must be wohna�tized). All tunbers are Doug Fu#1 or better. Provide �' , solid btocking at 8'-0"on center in all diaphra�ms. All coltunns to tx continuous 2-ZX6 SLOPE PLY. Q 1/2"DIA.x 5"LAG BOLTS @ 8" BLOCKI NG I "' � bearu�gtoYow�da[iott. Wu�do�vcolunmss�cifiedonpLvisaretiutunezs,provide N ~ o.c. INTO EXISTING PLATE BETWEEN V y � one kmo s[ud for openings to 6'-0"and 2 kin�studs for o}�nmos over 6'-0". � 1/4��PE R FOOT � I 6) Anchor bolts and bo hs sliall be A A07 or bettzr. A � B U I LT-U P 7) Versalams(2.OE)are as manufactured by BOISE CASCADE CORPORATION; x � ci JOISTS see sltop drawnks and manufac[w��rs stand:ff3 dr,tails. All built-up Veisalam S4 M TOP OF DECKI NG � � I beams must l�glued with PL400 and nailed wi[h 2 rows of 16d sp�l:zs(u�.9"oc. � M c0 All al[emu[es to t�revieweci mid approveci b��[he enginea. J 99'-11° � 2 x 8 SOLI D I Q 8) Shea[h floors wi[h��/4"T and G ply��ood w2[h mutimum span rating of 40/20 or � J � � � B LOCKI NG W better and ghie��&PL300. Nad phnvood w�di lOd(�6"oc to all joists,field N J � � EDGE OF coordviale screw option. `- � 9) Sheatli all e�terior walls wi[l�%"plywood wilh nnnunum span ratino of 24/0 or 2,L�'6 N W� WALL I � [Q better. Nai]with Sd�u�6"oc[o all smds � F- 10)Live loads used for desien- DBL MMBR. Z ABOVE w � -Roof-80 psf snow. (' -Floor-40 psY residentiaL �� Z . U � z -Deck-loopsf. S TA I S � TOP OF FINISHED FLOOR I a � Q -Win�l-90 mph(3 second�ust),E�posurc B. cv N . t�l c�l � � � -E a rt hqu a ke-Zone G I B C. } X � � r W 10��-0�� N z 11)All consWetion must comply wi[h tl�e 2009 Intema[ional Building Code as c f- N N � I � W adopted b��the Town of Vail Building Department and Ihe"General Conditions of � -�� N _ c�l H � ��R,/ z � Uie Contract for Construction'(AIA Document A201). All was[ruction must be p �� — � ■ ■ � p � � Q � completed withu�flte tolermtces described in the"Residen[ia]ConsVUCtion Per- � 0 W W W W W . I N � � � Q fonnance Guidelnies"as prepared by the NATIONAL ASSOCIATION OF � Q — V � � Q HOME BUILDERS. W W W F- I � � � W � 12)Co�s[ruct wall ac follows � � — � � Q -Eatenor-2x6(¢d 16"oc. N -Intenor-2s4�d�16"oc,unless noted ouienvise. Z �'�wn�f Vai i I � -" Y z Q ]3)All beams,joists,and raftas are to bear upon walls or beams,or be hun�with U SIMPSON Slron�Tie hangers or approve equals. — — � � z � J U 14)All strucRUal members are shown in[heir fina]postions properlV braced and sup- � - � Q j a ported;durins construction it ma�-be necessarV to[empo�anly shore portions of TREATED , « : 0 —� the struchae wlule o[her portions aze beuk constcucted. Contact the engina.�r for 2-2x6 TREADS � W � � « consu llation as requ'u e d. . - p I (n � �' N � 15)General Contractor is responsible for all non-specified connections,contact engi- � � " � � CS� � neer for details as required. "Ihe en�.ineer is to approve all structural substitutions. � . x I � J N U 16)Gen�al Contractor is to wordinate all diapluagm peneVations(ie.,clumne��s, � N �jJ O plumbin�,scwcrs,ctc.)Uirouli tloors,walls,roofs and founda[ion walls with ap- I • • � �.,�� Z I � � J propnate sul�contracinrs. General ConVactor is respoi�sible for the means,ine[h- . _ m �:_�.,.,.w- ._T :,.,� (n ocis,techniques,sequences,procedures,workmansUip,seasonal scheduling and � � jol�site saCet}�associated witl�lhis project "I'he General Conlractor is to verify al] � � � dimeiuions and elevations with the architectural drawings. Nolify en�ineer oCall � ^°-^�-� . .. __ . X - r=� -- � ��l(((7 W � conllicts and omissions between various elemenLS of tlie working dra�rings and (� � � � \y/ � �j O the existuL conditions prior to commencing with that portion of the project. !� �-� � � � I � General Contractor is[o inspec[remodel projects and verifY prior use and proper � ��-�"��l-- � � J dis�osal ol existing nv�terials(i.e.,asbestos.etc.)a�required b��codz. �� 0�� , � 17)All matenals e�poscd to e�tenor and or moisture conditions shall be treated for N Ihese conditions(i.e.,chemical Veatment,staining,painting,damproofin�,mem- • I } branes,Ilushnig,etc.)as requved by code. All ma[erials to be treated or protected for fue resistance as required bV code. � I C . 18)Special uispection to h;completed by builduig o�cial approv�l u�spection TO W N O F VA I L � G a�e�icv for poiued-in-place concrete construction includu��t�or��e� ------� WAL L LE G E N D I o and soils information. Inspec[ion reports to be prepared in accorda��ce��ith IBC (�J Chapter 17 on approved forms,venfyv�g compliance with consWCtion documents tmd be submitteci to die builduie otlicial Cor review and approval, �oP��d�c o«ner,general contrac[or mid eiLi�icer Coordinate uisprctions��'ith M A I N L E V E L F RA M I N G P LA N EXISTING WALLS general contractor so th:��s��ecial inspections can Ix periodic mther tli�n TO REMAIN contumous. � CONTRACTOR'S OPTION- -_�-= WOOD WALLS TO BE ADDED I 1/4" = 1'-0" IF TREX DECKING IS CHOSEN,TIGHTEN JOIST AND STRINGER SPACING TO 12"o.c. - - - - - - - - - - � S2 of4 . --; . �— . . B11-0147: Entries for item:534 - PLAN - FINAL C/O 12:02 06/24/2013 Action Comments By Date Unique_ Ke AP PER WC jrm 01/11/2012 A000148 434 Total Rows: 1 Page 1 B11-0147: Entries for Item:90 - BLDG-Final 12:02 06/24/2013 Action Comments By Date Unique_ Ke AP J RM 11/04/2011 A000146 394 Total Rows: 1 Page 1