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Home My WebLink AboutB10-0177 SEP 27 2010 9: 32RM HP LRSERJET 3200 � p. l KR� CONSULTANTS, ING � P.O.8ax 4572 970-949-5�9'I � Vail,Colorado 81 656 FAX 949-'I 577 � �: F/ELD REPORT TO; � DATE.' 9121/2010 � Wayne Haskins � ARRIVE: 11:00 ` �: DEPART: 11:30 � WEATNER: � A7T1:NTlON: � JOB NUMBER: 1008-91 O I?' � � � , � PRO,JECT: 483 Beaver Qam Remodei � �' � �RE.'.iENT AT S1TF: Rich i ; STA�'US OFC�MPLETION: Generaf structuraf complete €" t On .:sptember 21, 2a10 I visited the above-referenced site to observe the completed structural framing and new � foundatian in the crawlspace. The new LVL joists were sistered to the existing 2x12 joists and hangers were installed as � requi��ed. I als�observed the new cripple walls and footings in the crawlspace. � The r7ew framing and foundation appeared to conform to the structural inteni. xi Pleare call with anyquestions. _ f e; � KRM ConsuRants,inc. P : .��`�� y �;:�',1,; t�; 'a� t �,.. �;� �t � , ,�, ;.�a�, . � S1GAfED• •` ° ";"`�� COPYTO: a 3 , ci'", �� ,t;:� ; �'i s. � �. Tim C�.Hennum,PE ��;r� a ,�me� � . . .k� . •iaa�m�� . . . . . F. REVI�WFD: '`�r`'r'��.. ��tita�`'� � +�.�,�,,L� � P� 2� /o � �: � � � �; x. . ; � � � � � � � �. NOTE: TH/S PERM/T MUST BE POSTED ON JOBS/TE AT ALL T/MES .� TUWNOFVAiI, ' Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 ADD/ALT SFR BUILD PERMIT Permit #: B10-0177 Project #: PRJ10-0359 Job Address: 483 BEAVER DAM RD VAIL Status. . : ISSUED Location......: Applied . . : 07/13/2010 Parcel No....: 210107111010 Issued. .. : 07/15/2010 Expires. ..: 01/11/2011 OWNER JORDAN,JOHN W., II REVOCABL 07/13/2010 875 N MiCHIGAN AVE #4020 CHICAGO IL 60611 CONTRACTOR C&H CONSTRUCTION, LLC 07/13/2010 Phone: 970-949-1502 PO BOX 341 AVON COLORADO 81620 License:822-B APPLICANT JODY LINDVALL(OWNER'S REP)07/15/2010 Phone: 970-390-2695 PO BOX 1174 EDWARDS CO 81632 Description: REPAIR EXISTING DECKS Occupancy: IRC Valuation: $113,880.00 Type Construction:IRC Total Sq Ft Added: 0 ...�...,....,,,,,,,.......�.......,...,.................x,�.......,,...........,,,,.��.,,... FEE SUMMARY .........«..,,.....,,....,...,....,..........,,,,.....,�,,,.....,......,.........,,.. Building Permit Fee------> $1,072.15 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> $3,850.65 Plan Check--------------------> $696.90 Use Tax Fee---------------------> $2,077.60 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> $3,850.65 Investigation-----------------> $0.00 Recreation Fee-----------------> $0.00 Payments-------------------------------> $3,850.65 Total Calculated Fees--------> $3,850.65 BALANCE DUE------------------------> $0.00 •�/fi!/+tfxRtrw+tf wtrYrwYrhYrrtf ftrfiliH(4l4RYrh+YrhhtrY�YlYewYeYlM'rt/rtirrtlr4f**#f�Mf*w»*f f trrtf f rt4�k#fe#rtf 4*i(fTrI�Lf4teY�wwwil'w#rtA4i(trtrlS4M*w*wwrtYeYe/rY'Yrf 4f rt�k�A'rt4R#!i(rtirilLLiH(*�kxkfe+FhhrthtRfYrfY`f#wYrYeYefrYrYrYe#ki(AA�k4Li`#4444irt##rt 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 towns 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-4:00 PM. / � !'J/G� � ature o ner or Contractor ate ___,-.� Print ame bld_alt_construction_perm it_041908 htw�X�xk**�f�*ff��*Rf!***f!�##f*fwt+ww*wwwwwww��**�**f***f*****�l��f�*///f*�lw�#wwwwwwwww*#/�*�**�*}w#�f�ww�ww�4fAff�fffl�R/Rw�ww+*wi##fwX�f*w***�*��R�f�f�!!f*xwwff�fwwww*WKwww�ww APPROVALS Permit#: 610-0177 as of 09-24-2010 Status: ISSUED xx...................�..................,..�...........,...,..,.,.,......,,,......,,,...........�...,,,,....,.,..,�...,�,,...,.......,...............,..x.�......,.....,..,.....,...... Item: 05100 BUILDING DEPARTMENT 07/15/2010 MH Action: AP 09/22/2010 cg Action: AP APPROVED STRUCTURAL REVISION Item: 05400 PLANNING DEPARTMENT 07/15/2010 Warren Action: AP ............................>.,,x,......<.....,,,..,............,.,.,.,.,.,........>�.....,,..,.....<..,............,,..,�,...,..x,..............,,....�.....,.,,........,,.....,........ See the Conditions section of this Document for any that may apply. b I d_a It_co n st ru ct i o n_pe rm it_041908 Nt�1w*kw**!��*f1*ffif!*****}4Nkwwwffffffwwwww��*�**fRffff***#**k**!*/wwwiwwrtRYXww*wwwww**ffff�***R4f�wwwfwww*ww****f*/**fflf/�fw#**�w�wwwwwww�f�*f*�********��f�*#�**+**�w*wwwwww CONDITIONS OF APPROVAL Permit#: B10-0177 as of 09-24-2010 Status: ISSUED .....,.....,x.................................................,........�............�.,...........,,,.,,......,.,..,....,,.....,,,,....,,...............,......,�,.,.............�....,.. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 44 (BLDG 2009): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R314 OF THE 2009 IRC, IF APPLICABLE UNLESS A MONITORED FIRE ALARM SYSTEM IS REQUIRED. Cond: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 b Id_a It_co n st ru ct i o n_pe rm it_041908 . � *******************+****************+***************************************+**+************ TOWN OF VAIL, COLORADO Statement *****************************+*+**************************++******************************** Statement Number: R100001395 Amount: $308.40 09/24/201004:01 PM Payment Method: Check Init: RFD Notation: 2970LINDVALL & LAME REAL ESTATE CO ----------------------------------------------------------------------------- Permit No: B10-0177 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 2101-071-1101-0 Site Address: 483 BEAVER DAM RD VAIL Location: Total Fees: $3, 850.65 This Payment: $308.40 Total ALL Pmts: $3,850.65 Balance: $0. 00 *******++******�**************************************+++*********************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 56.00 PF 00100003112300 PLAN CHECK FEES 36.40 UT 11000003106000 USE TAX 4°s 216.00 ----------------------------------------------------------------------------- �Y � �" � � � �� Department.of Communifiy Development. � �,p �. , �� f�� ` , 75 Sauth Frantage Ro� �`�� '` �� Vai1��C�Qrac�r.� , � L � � "'�, . ��"0��,9 , ; � , . �' �r,�,�� ,u � .y k` d � .. � �.. . ti_ . � ,�� .� � �i� ��' ' ��; . D�,�aTd,�en . .�,. . - . ��. � �� TRANSMITTAL FORM Revision Submittals: 1. "Field SeY'of approved plans MUST acxompany revisions. 2. No further inspections will be performed until the revisions are approved&the permit is re-issued. 3. Fees for reviewing revisio�s are$55.00 per hour(2 hour minimum),and are due upon issuance. Permit#(s)information applies to: Attention: � Revisions �/O —O�7�] ( )Response to Correction Letter attached copy of correction letter ( ) Deferred Submittal ( )Other Project Street Address: �f 83 �ll�e-tZ�Qrn 'I�(� Description/List of Changes: (Number) (Street) (Suite#) �e e Q-{TO�.�t.t3( S"T�cC.�-u�ca� Building/Complex Name: /�oK2 ��O�c�1 1�e5�alerre� �KOm �� rYl Contact Information: / Company: (.c�C9 K�� Ta lo e P��c�K.meol Company Address: ��14 C �` � ��s��n City: State: Zip: � � O. 13o�C ��/ Contact IVame: .J t�du �..i v�al.vQ�1 ��8�� Contact Phone: '�J 70 - 3 40 ��q,S' ��c�rs e : sz z--8 E-Mail ;odu ��'nd�rQl� O �t.o�wLQi��• �o►v� Revised ADDITIONAL Valuations(Labor&Materials) (DO NOT include original valuation) Building: $ / O� SGO. �d (use additional sheet if necessary) Plumbing: $ Date Received: � �� Electricat: $ �� (`�' �l �� `--? D � � Mechanical: $ f 4.F �� s;� Total: $ j0� 9 00. � �' � � �'��I� ��' �/��.. O1-Jan-10 R, DESIGN CRITERIA: 483 BEAVER DAM DECK JOB #:1008-11 e. Lominated veneer lumber (LVL) sholl hove the following minimum properties: 1. Flexural stress -------------------------- 2600 psi Roof Live Load (Snow) -------------------------------- 80 psf 2. Modulus of elasticity ----------------------- 1,900,000 psi Roof Dead Load ---=-------------------------------- 15 psf 3. Tension porallel to groin --------------------- 1850 psi Floor Live Load ------------------------------------- 40 psf 4. Compression porallel to grain ----------------- 2310 psi Floor Deod Lood ------------------------------------ 15 psf 5. Compression perpendicular to grain (paroliel to glue line) 750 psi ; < � Deck Live Lood ------------------------------------- 100 psf 6. Horizontai sheor ------------------------- 285 psi � D < a �' .. _� aa Deck Dead Load ------------------------------------ 55 psf f. Ali lumber used in construction shall hove o maximum moisture content of 19%. ? o �� - ' � ° Wind (3 Second Gust) -------------------------------- 90 mph (Exp. B) g. Froming Notes: Z a m �� ' �� aa . �� a< < Seismic Design Category ------------------------------- EXEMPT 1. Interior Load Beoring Walis: � � n�� IBC/IRC Edition ------------------------------------ 2009 A. Interior load beoring walls ore 2x4 or 2x6 studs (as indicated on plan) � 16" o.c.. Z a Cop with a double top plate instolled to provide overlappinq at corners and at � a �� n^ SPECIAL �NSPECTIONS: � intersections with other portitions. If overlop is no# possible, strop top plotes with � � :"a a" ' metal strap ties (Simpson ST292 or equivalent). � � m� " " a. No special structural inspections ore required. Periodic observotions of construction by the B. Floor froming members must be aligned to beor within 5 inches of the studs Y e °� " ` a> ..`. structurol engineer are not considered to be special inspections. beneoth. FOUNDATION DESIGN: GENERAL REQUIREMENTS: a. Design of individual ond continuous footings is based on on ossumed maximum allowable a. Structural erection ond bracing: The structurol drawings iilustrate the completed structure bearing pressure of 1500 psf (dead load plus full live load). with all elements in their final positions, properly supported and braced. The controctor, in b. Because geotechnical information was not availoble at the time of preporation of the the proper sequence, shall provide shoring and bracing as moy be required during construction construction documents, we have used assumed values based on similor sites in the area. to ochieve the final completed structure. Contact structural engineer for consultotion (not in r�i Construction of the foundation may not proceed without verifying these values. Report any controct) as required. � discrepancies from design ossumptions to structural engineer for re—evoluotion of foundotion b. Dimensions: Check all dimensions against architectural drawings prior to construction. Do w design. not scale drawings. Q � c. Construction practices: General contractor is responsible for means, methods, techniques. � � REINFORCED CONCRETE: sequences ond procedures for construction of this project. Notify structural engineer of � omissions or conflicts between the working drawings and existing conditions. Coordinate � o� � o. Concrete design is based on the "Building Code Requirements for Reinforced Concrete" (ACI requirements for mechonicol/electricol/plumbing penetrations through structurai elements with � � 318) as adopted by Chapter 19 of the 2009 IBC. structurol engineer. Jobsite safety is the sole responsibility of the contractor. All methods Q q I b. Structural concrete shall have a minimum 28—day compressive strength of 2500 psi. used for construction shall be in accordance with the latest editions of the IBC/IRC. d c. Concrete sholl be proportioned using Type i—II sulfate—resistant cement. Admixtures containing d. Details not specifically shown on the drawings shall be constructed in a manner similor to the Q..�' � � chloride salts shall not be used. detoils thot are shown for like conditions. These items shail be brought to the ottention of w � � d. Concrete coverage for reinforcing steel: the structurai engineer os soon os possible for approval. Approval sho►I be obtained prior to � � 1. Concrete cost against and permanently exposed to earth: 3" instollation. � U ' 2. Concrete exposed to eorth or weother: e. All woterproofing ond flashing is the responsibility of the architect and contractor. w a A. #5 bar and smaller 1 1/2" f. It is the responsibility of the controctor to contact the structurol engineer at the oppropriate � B. #6 through #18 bor 2" time to perform site observation visits. Observation visits to the jobsite by the enqineer ore � � for determination of general conformance with the construction documents and shall not be � REINFORCING STEEL: construed as inspection. g. Though every effort is made to provide a compiete and clear set of construction documents, � � a. Detailing, fabrication and placement of reinforcing steel shall be in occordance with the ACI discrepancies or omissions moy occur. Releose of these drawings onticipates cooperation ond� � Manual of Concrete Practice. continued communicotion between the contractor, architect and engineer to provide the be�� b. Except where otherwise noted on the drawings, reinforcing bors shall conform to ASTM possible structure. These drawings have been prepared for the use of a qualified contractc�t0� Specificotion A615 and sholl be grode 60 except ties, field bent bars where permitted by note experienced in the construction techniques and systems depicted. � on plan, or bars to be welded, which shall be grode 40. h. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, o c. Metric bar size conversion tabie: framing, foundotion and anything else thot may offect the work shown on the drowings. � C METRIC #10 #13 #�6 #�9 #22 #25 �2g #32 #36 Underpinning, shoring and brocing of existing structures shail be the responsibility of the WCH—POUND #3 #4 #5 #6 #7 #8 #9 #10 #11 contractor. �� designee by ToH Marn by MTN STRUCTURAL WOOD FRAMING: � �„ee _ -�.� �_ .� '�:i,.-1� �� iQ�„i "7�17��T � PERMIT 09/03/10 a. Studs sholl be Stud grade ond better pouglas Fir-Larch or Hem Fir. � � (r ;� u '�; � ��',,1 s Q�� ga�°o�' b. Top and bottom plotes sholl be Douglos Fir—Larch or Hem Fir #2 ond better. Plates placed i U � � Qqem�? ��,e��p directly on concrete walls or slabs shall be pressure—treated Hem Fir #2 �D. 1I �`;�' � � c. Door or window trimmers consisting of a single stud do not require speciol blocking in the � �'° Q ('5i (��i ' ' q : 1 P l�"m� �.� cl � LV�V�. �' ° .�.r , OISt S OC2. I " e 4-�"�� d. Except as noted otherwise, minimum noiling shail be provided os specified in the "Fostening ,� �, �� Schedule" 2009 BC Table 2304.9.1. �, �',° y �4 � { TOWN OF VAIL . � ��t ,a�,�� ,«< < ... •-� �,,,,�.; �:,, .> -�,_:��- A -��..�_ S 1 s�� - � ?��c . JOB 1008-11 : �P1 ± ��4 i�r�(,��C� ��;� a..R„g��'`.9 eq q��`��i�t}��!'�i�°• tt` vp!,_- G�,aO . � ; ° :��`4'I�� `� �e +� i 1�'f�,,q .e"�� °' < ^ �A� � �!1��h 'z`�p\��.F U D < O m p �', }�4'�i�,��-- ? o 'O i i o � m "..._.s" VI G ;H , SEP — � 2�1G = � �� < I I � � I I f Q m N 3 . I — — __ — — — — _ _ _ _ J 0 L _ — — — _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I — — — — — — _ — _ — — — — _ ] C n — � � P � Z C . I � - - - - - - - - - - - - - - - - - - - - - - - - -_J � - -- - -_ - -- — ia Nm ^^ 5 °i i r — — — — — — i � — _ � aa � , �- _ � m u 6' 4'-3" � � � I � ^ Ye a< ° LL > � � � (V.I.F.) (V.I.F.) � � �` 4'-3" _ I � � M � I � —�--� I (V.i.F.) �u�`Tz�+��. 2x4 OR 2x6 STUD I = BRG. WALL I I — � I � �- I � � � _� > ��1 � — � — = �'� I I � I N v FrZlI I I — I I v I I ( I �J"� � I � ( I Q � - — - - I � � � � � � S2 2x6 STUDS @ � I =� ^ °J EXSTG JOIST (2)-2x BLKG. BTWN. � � 16" O.C. � � � ,,_ � o EXSTG. JOISTS BTWN. °' = Q Q WT. BRG. WAL�S I I I I � � d ABOVE AND BELOW I � � � w o I � � � o I I — — — � — — —� I I � � 2x6 STUD BRG. WALL I � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � W � ��- - - - - - - - - - - - - - - - - - - - - - - - - - J � � (2)—#5's CONT_ � CONT. TREATED 2x6 R W/ HORIZ. TOP & BOT 16d DRIVE PINS @ 16" O.C. � EXSTG. FDTN. WALL & FTG., TYP. PLAN 'd'' a NORTH a a . � : ° FOU N D ATI ON P �AN SCALE: 1 4" = 1 �- o�� ,,,,,,��;' � '��i�� PLAN NOTES ��j��j�%�i ��i�\\��\\��i' designed by TDH �%��\�\�� EQ. EQ. ��!�✓ � 1_ INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: '`a,�by MrN \/ ��/� U issuea 1'-4" � 2. CONTINUOUS FOOTINGS ARE 10" THICK x 16" WIDE. PERMIT 09/03/10 3. DO NOT SCALE ORAWINGS. 4. FlELD VERIFY ALL DIMENSIONS. 1 SCALE: 3/4" = 1 '-0" 5. EXISTING CONSTRUCTION IS INDICATED THUS ( - -- - - - -), NEW CONSTRUCTION IS INDICATED THUS ( ). S2 ; �,e�t t + r r � � �'�� JOB 1008-11 , • �1 Y ' � . � � � � � � . � . . � . . . . . EXSTG. BEARING WALL : I I � � � � � � � � � � � � � � � ��I � � � � ( � � � � � � � � e � � � : < � . � {— ;— — , , :— — — — — — _ ��I �. —� � -- - - Z; ! r � � � � � � r� � 1 � ooa a�� , t � � � � � � ; �°' � AUGf� (1)�-13/�;x11Ya��LVL � L�i1 CV �{�� g n N�^� � � �; �: � �: �� ' ; �NO�?� W�� ?BOY� � �� b��.� � � I �L-� ��J i � .. II , oe � I I � �; � � ��{ � � P OVI[�E L iL B�;KG. � � � � � [ � I � ° m� a a a o I I �; ; B .WN. JOI�TS NDE � � .o x I I � �, � � ��' , W�4LLS ABm�/E �S � �/ I � '�� 1 � � � Y : a> �� I I �; � �: � ; � �: SHOw�; E, ' i �,+Q� I _ � � ! � �� %) � ��oQ � � � � I � �: - � � � � �' �� ; � � �� I VERIFY TWO TOP R's @ INTERIOR BRG. I I � ' '\ �—+[=- —` / � � t � � WALLS. ALSO VERIFY THAT 2x STUDS I I �: �; j' �3 � � � �: � [: � �� I � � - � � � � � ALIGN W/ JOISTS ABOVE WITHIN 4", TYP. . � I I �? e . . ? t : ' . . . . � . ` � � �: � � I � � � � � � � i �: i � � � �; � �� .� i � I � I I .� S9STEF� NE�A1 13,�q;�11�`�; LVL's Td� EX�TG ��2x1�'s � � � � � I � j; 1 O�C ;/ (2�; RO�IVS 16d AIL� @ (12' �U.C. ' i '� � k ` ' j � � w ( �� t �. � i � I i � � � I . Q � � � �: E: ; �: �. � � 1: ; � R �c�, ,r� � � �Q�`�:�� G' F � , � �: �: ' � � � I � E I . � � i � E �: f: � � � � I: �; �: ! I �I � � � �- i � � V4 '��\J Hfiv�G�9F � � . � � �s ; : €: � � I € � I I � Q� O � � �. �. � �; � �; �. � € 1 �� I � � I ; �=��i�s7` Q Q � ' � € ( I; � � E �: �� i:n � I A: :• d L �--- -�-- ( ; { � _ �, �E-��_'_—�— i�J 9 [�� s �,``'Q � o � E� � � iE . � ``� . � �('�t�j a a \ �� . . r_, a . . . . . L . I I� —� �; � . �'s �i E� � � 1 E_ I ' . . . VbS:�iAIA�e�\vG M�`1 O �€ � �= �"�� —�" �'_ ; J �v� ---� � � W a SEP - 3 :��;v �q � PtAN c�'� NORTH °� D E C K FR A M I N G P LA N S�A�E: � 4" = 1 �-o°� � �' PLAN NOTES - 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: � . . _ . . � . � . . . . de5igneU by TDH . . . . � .. . . . .. .. . . . .,. . . , . . . . . . . . . �. � 6a.n by MTN � 2. POSTS BELOW (ORIGiNATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: / �� - � . . � . � � . . . � .. � . . . . PERMIT 09/03/10 3. ALL POSTS ARE LABELED AT TNE TOP. _ 4. EXISTING CONSTRUCTION IS INDICATED THUS (— - - - - - )> NE'JV CONSTRUCTION IS INDICATED THUS ( ). �«< � � . � t < < < . S3 JOB 1008-11 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .� �WNOFVAII, ' Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 ADD/ALT SFR BUILD PERMIT Permit #: B10-0177 Project #: PRJ10-0359 Job Address: 483 BEAVER DAM RD VAIL Status. . : ISSUED Location......: Applied . . : 07/13/2010 Parcel No....: 210107111010 Issued. .. : 07/15/2010 Expires. ..: 01/11/2011 OWNER JORDAN,JOHN W., II REVOCABL 07/13/2010 875 N MICHIGAN AVE #4020 CHICAGO IL 60611 CONTRACTOR C&H CONSTRUCTION, LLC 07/13/2010 Phone:970-949-1502 PO BOX 341 AVON COLORADO 81620 License:822-B APPLICANT JODY LINDVALL(OWNER'S REP)07/15/2010 Phone:970-390-2695 PO BOX 1174 EDWARDS CO 81632 Description: REPAIR EXISTING DECKS Occupancy: IRC Valuation: $113,880.00 Type Construction:IRC Total Sq Ft Added: 0 ..,,.....,......«..............�.................�.�..�............,.,,�..�...,,..... FEE SUMMARY ......,...x........,...........x.,.xx.......,......,,�........«.................. Building Permit Fee------> $1,072.15 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> $3,850.65 Plan Check--------------------> $696.90 Use Tax Fee---------------------> $2,077.60 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> $3,850.65 Investigation-----------------> $0.00 Recreation Fee-----------------> $0.00 Payments-------------------------------> $3,850.65 Total Calculated Fees--------> $3,850.65 BALANCE DUE------------------------> $0.00 ....«............x,,.....«.,,,...............................................................,,...,+.....,..,,,........,.......,,,.,,,....,x,..............,.....,,.......................,... 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 towns 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-4:00 PM. �� l �7 � fJIG� ' ature o ner or Contractor ate _-.._�- z� ' a'v�,�/ Printl ame bld_alt_construction_perm it_041908 .....................................................................,..............,......,.,.,......�.,,...,.,.x.....,.,.....,,,,.......x.,......,..,...,.................x.....,,.. APPROVALS Permit#: B10-0177 as of 09-24-2010 Status: ISSUED ...................................................»..,.....,,.....,...,..,...............,.,..........,..,.,.,.,,,,...,,,,.....,..,......,..,....................,...�................ Item: 05100 BUILDING DEPARTMENT 07/15/2010 MH Action: AP 09/22/2010 cg Action: AP APPROVED STRUCTURAL REVISION Item: 05400 PLANNING DEPARTMENT 07/15/2010 Warren Action: AP ...........................,........,,,,,......,,..,...........,,.....,...,,,,...........�..,>,...,.....,..,..,..,,<......,..,,,,,�.,.,........>.,.,.....,,...........,..,............. See the Conditions section of this Document for any that may apply. bld_alt_construction_perm it_041908 w*wfw***��*f*tXwwwfw�**f��f#�*WWwwww*��*ff�#wwwwwwww***�l��lffriWw�wwYwAff*�**�*x*Mfw+wwwwwf*�*�f#lkfx**�ff�wwwwwwk��****f*�**ww**#l+kwwwwwwlw**w*f��R**��f�**ffxfifR***4f#*w*w�wwkw CONDITIONS OF APPROVAL Permit#: 610-0177 as of 09-24-2010 Status: ISSUED ............................».....�,.,�,......,,,,.,.,,.�x....,.,..,.��.......,...,,.......,....,..,,,.,,......�.,..,........,..,...�,,,........,......,�....,.................,.....,. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 44 (BLDG 2009): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R314 OF THE 2009 IRC, IF APPLICABLE UNLESS A MONITORED FIRE ALARM SYSTEM IS REQUIRED. Cond: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 bld_a It_construction_permit_041908 . � ********+*�************+********+**********************************************************+ TOWN OF VAIL, COLORADO Statement ******************************+******************************************************++***** Statement Number: R100001395 Amount: $308.40 09/24/201004:01 PM Payment Method: Check Init: RFD Notation: 2970LINDVALL & LAME REAL ESTATE CO ----------------------------------------------------------------------------- Permit No: B10-0177 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 2101-071-1101-0 Site Address: 483 BEAVER DAM RD VAIL Location: Total Fees: $3,850.65 This Payment: $308.40 Total ALL Pmts: $3,850.65 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 56.00 PF 00100003112300 PLAN CHECK FEES 36.40 UT 11000003106000 USE TAX 4°s 216.00 ----------------------------------------------------------------------------- _ � -, �m �.�, �"� •`°�. � Department of Community Development *�� t, _ � �� x �4 75 South Frontage Road � °� Vai1�:+Cc�Jorac�.. '� �r �'� � � '� ��;�9�� ,;F `�, ,:� 4��" ,�, -� , t' . ' w, M: � �-'• � .,. ^�� °�` , � '�`" �, � � �,�°�� ,� er��eTo,�nen � � . . , . . . , . . -, __� �a, � �� ,; � �" � ;3;n,' :. ,;; TRANSMITTAL FORM Revision Submittals: 1. "Fieid Set"of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved 8 the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum),and are due upon issuance. Pertnit#{s)information applies to: Attention: 04 Revisions �/O —O�7 7 ( )Response to Correction Letter attached copy of correction letter ( ) Deferred Submittal ( )Other Project Street Address: 4�83 ��cill,e}Z�Qm 'f�(• Description/List of Changes: (Number) (Street) (Suite#) �e e Q�O�.�t�( s"C►GcCC'I�u K4� Building/Complex Name: /�ohe ��'o�4r1 �e5�e � �KOm �� !�/'n Contact Information: Company: (.c7CJ k�� Ta lo e Pe�c�,r.meol Company Address: �+n t.� C �` t7 Co�s��-�jorl C�tY� State: Zip: P �� Ox �� Contact IVame: .J odu I�.i v�c�(l!4�/ _ /'t I/o�I 8/��o Contact Phone: �'I 70 — 3�D �(Q�J� ��C.Air��p ' g,ZZ^$ E-Mail �od�� (�'►�Lvli l� O �iLO� ►��. CoYy� v / - Revised ADDITIONAL Valuations(Labor 8�Materials) (DO NOT include original valuation) Building: $ / O, 8(�O. �d (use additional sheet if necessary) Plumbing: � Electrical: $ Date Received: f �� c� i,� j�U? i�j F� i� �-. �_ Mechanical: $ D � �"�r �.� g F��t� � Total: $ /Or �00. � �' �q � �"�� ' ��_ O1-Jan-10 k DESIGN CRITERIA: 483 BEAVER DAM DECK JOB #: 1008-11 e. Lominoted veneer lumber (LVL) sholl hove the following minimum properties: 1. Flexural stress --------------------------- 2600 psi Roof Live Load (Snow) -------------------------------- 80 psf 2. Modulus of elasticity ----------------------- 1,900,000 psi Roof Dead Load ---=-------------------------------- 15 psf 3. Tension porallel to groin --------------------- 1850 psi Floor Live Load ------------------------------------- 40 psf 4. Compression parallel to grain ----------------- 2310 psi Floor Dead Load ------------------------------------ 15 psf 5. Compression perpendicular to grain (parollel to glue line) 750 psi a < m Deck Live �ood ------------------------------------- 100 psf 6. Horizontol shear ------------------------- 285 psi � a < � m q Deck Dead Load ------------------------------------ 55 psf f. AII lumber used in construction sholl have a maximum moisture content of 19�. ? � �o � � vi � 3H� aa Wind (3 Second Gust) -------------------------------- 90 mph (Exp. B) g. Framing Notes: Z a ��; �x Seismic Design Cotegory ------------------------------- EXEMPT 1. Interior Lood Bearing Walls: � � �� ^� IBC/IRC Edition ------------------------------------ 2009 A. interior load beoring walls are 2x4 or 2x6 studs (as indicated on plan) Q 16" o.c.. � P Cop with a double top plate installed to provide overlapping at corners and at � � �� a� SPECIAL INSPECTIONS: � intersections with other partitions. If overlap is not possible, strap top plotes with ° "o a� metal strap ties (Simpson ST292 or equivalent)_ � " m� °" a. No special structurai inspections ore required. Periodic observotions of construction by the B. Floor framing members must be aligned to bear within 5 inches of the studs Y : o> a= structural engineer are not considered to be speciol inspections. beneath. FOUNDATION DESIGN: GENERAL REQUIREMENTS: a. Design of individual and continuous footings is based on an ossumed moximum allowable a_ Structurai erection ond bracing: The structural drawings illustrate the completed structure bearing pressure of 1500 psf (dead load plus fuil live lood). with all elements in their final positions, properly supported and braced. The controctor, in b. Because geotechnical information was not ovailoble at the time of preporotion of the the proper sequence, shall provide shoring ond brocing as moy be required during construction construction documents, we have used assumed values based on similar sites in the oreo. to ochieve the final completed structure. Contact structurai enqineer for consultation (not in r�i Construction of the foundation may not procee� without verifying these values. Report any contract) as required. � discrepancies from design assumptions to structurof engineer for re—evaluation of foundotion b. Dimensions: Check all dimensions against architecturol drawings prior to construction. Do �] design. not scole drowings. Q �. c. Construction practices: Generol controctor is responsibie for means, methods, techniques, � � REINFORCED CONCRETE: sequences ond procedures for construction of this project. Notify structural engineer of � omissions or conflicts between the working drowings and existing conditions. Coordinote � o� � a. Concrete design is based on the "Buiiding Code Requirements for Reinforced Concrete" (ACI requirements for mechanicol/electricol/plumbing penetrations through structural elements with � � 318) as adopted by Chapter 19 of the 2009 IBC. structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods Q Q 1 b. Structural concrete shall have a minimum 28—day compressive strength of 2500 psi. used for construction shall be in occordance with the latest editions of the IBC/IRC. d c. Concrete shall be proportioned using Type I—II sulfate—resistont cement. Admixtures containing d. Details not specifically shown on the drawings sholl be constructed in a manner similar to the (�' �" � chloride salts shall not be used. details that ore shown for like conditions. These items sholi be brought to the attention of w � � d. Concrete coverage for reinforcing steel: the structurol engineer os soon os possible for opproval. Approvol sholl be obtained prior to � � 1. Concrete cost against and permanently exposed to earth: 3" installation. � V ' 2. Concrete exposed to eorth or weother: e. All waterproofing and flashing is the responsibility of the architect and contractor. w a A. #5 bar and smaller 1 1/2" f. It is the responsibility of the controctor to contact the structural engineer at the oppropriate � B. #6 through #18 bar 2" time to perform site observotion visits. Observation visits to the jobsite by the engineer ore � � for determination of generol conformance with the construction documents and shall not be REINFORCING STEEL: construed as inspection. C'� g. Though every effort is mode to provide a complete and clear set of construction documents, � � a. Detoiling, fabrication and placement of reinforcing steel sholl be in occordonce with the ACI discreponcies or omissions moy occur. Release of these drowings onticipates cooperation and� d'' Manuol of Concrete Practice. continued communication between the controctor, orchitect ond engineer to provide the be�� b. Except where otherwise noted on the drawings, reinforcing bors shall conform to ASTM possible structure. These drawings hove been prepared for the use of a qualified contract�� Specification A615 and sholl be grade 60 except ties, field bent bars where permitted by note experienced in the construction techniques and systems depicted. on plan, or bars to be welded, which shall be grode 40. h- Existing structures: Controctor sholl be responsible for verifying dimensions, elevations, o c. Metric bar size conversion toble: froming, foundotion and anything eise that may affect the work shown on the drowings. � METRIC 10 13 16 19 22 25 29 32 36 Under innin shorin ond bracin of existin structures shall be the res onsibilit of the C # # # # # # # # # P 9� 9 9 9 P Y INCH—POUND #3 #4 #5 #6 #7 #8 #9 #10 #11 contractor. 0� daiqned by ToH � � dam by MTN STRUCTURAL WOOD FRAMING` � iswed o. Studs shall be Stud grade and better pouglas Fir-Larch or Hem Fir. � (( � � �, ,,�j� �� Q>� � PERMiT 09/03/1D b. Top and bottom plates shall be Douglas �ir—Larch or Hem Fir #2 and better. Plates piaced i � � �`� u � � '1! d ¢'7 ��"i �F' . Qye,y �1�°0� directly on concrete walls or slabs shall be pressure—treated Hem Fir #2. I� �'i� �;�:� �'' : c. Door or window trimmers consisting of a single stud do not require speciol blocking in the _ � i:� 9 ° joist space. �� ;� � ` ��lo� a d. Except as noted otherwise, minimum nailing sholl be provided os specified in the "Fostening 1� �, J�� Schedule" 2009 IBC Table 2304.9.1. {� ;. �.:h,�� esagf^�. � � ' � � I O�I��O� V/"'�� ,,::..� �.� -��' �rx.. °��'�4s �sheet ` . .. ��>-� ' �'J � ��Y�� S 1 s�� - � ?o�o � JOB 1008-11 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .� �WNOFVAII, ' Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 ADD/ALT SFR BUILD PERMIT Permit #: B10-0177 Project #: PRJ10-0359 Job Address: 483 BEAVER DAM RD VAIL Status. . : ISSUED Location......: Applied . . : 07/13/2010 Parcel No....: 210107111010 Issued. .. : 07/15/2010 Expires. ..: 01/11/2011 OWNER JORDAN,JOHN W., II REVOCABL 07/13/2010 875 N MICHIGAN AVE #4020 CHICAGO IL 60611 CONTRACTOR C&H CONSTRUCTION, LLC 07/13/2010 Phone:970-949-1502 PO BOX 341 AVON COLORADO 81620 License:822-B APPLICANT JODY LINDVALL(OWNER'S REP)07/15/2010 Phone:970-390-2695 PO BOX 1174 EDWARDS CO 81632 Description: REPAIR EXISTING DECKS Occupancy: IRC Valuation: $113,880.00 Type Construction:IRC Total Sq Ft Added: 0 ..,,.....,......«..............�.................�.�..�............,.,,�..�...,,..... FEE SUMMARY ......,...x........,...........x.,.xx.......,......,,�........«.................. Building Permit Fee------> $1,072.15 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> $3,850.65 Plan Check--------------------> $696.90 Use Tax Fee---------------------> $2,077.60 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> $3,850.65 Investigation-----------------> $0.00 Recreation Fee-----------------> $0.00 Payments-------------------------------> $3,850.65 Total Calculated Fees--------> $3,850.65 BALANCE DUE------------------------> $0.00 ....«............x,,.....«.,,,...............................................................,,...,+.....,..,,,........,.......,,,.,,,....,x,..............,.....,,.......................,... 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 towns 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-4:00 PM. �� l �7 � fJIG� ' ature o ner or Contractor ate _-.._�- z� ' a'v�,�/ Printl ame bld_alt_construction_perm it_041908 .....................................................................,..............,......,.,.,......�.,,...,.,.x.....,.,.....,,,,.......x.,......,..,...,.................x.....,,.. APPROVALS Permit#: B10-0177 as of 09-24-2010 Status: ISSUED ...................................................»..,.....,,.....,...,..,...............,.,..........,..,.,.,.,,,,...,,,,.....,..,......,..,....................,...�................ Item: 05100 BUILDING DEPARTMENT 07/15/2010 MH Action: AP 09/22/2010 cg Action: AP APPROVED STRUCTURAL REVISION Item: 05400 PLANNING DEPARTMENT 07/15/2010 Warren Action: AP ...........................,........,,,,,......,,..,...........,,.....,...,,,,...........�..,>,...,.....,..,..,..,,<......,..,,,,,�.,.,........>.,.,.....,,...........,..,............. See the Conditions section of this Document for any that may apply. bld_alt_construction_perm it_041908 w*wfw***��*f*tXwwwfw�**f��f#�*WWwwww*��*ff�#wwwwwwww***�l��lffriWw�wwYwAff*�**�*x*Mfw+wwwwwf*�*�f#lkfx**�ff�wwwwwwk��****f*�**ww**#l+kwwwwwwlw**w*f��R**��f�**ffxfifR***4f#*w*w�wwkw CONDITIONS OF APPROVAL Permit#: 610-0177 as of 09-24-2010 Status: ISSUED ............................».....�,.,�,......,,,,.,.,,.�x....,.,..,.��.......,...,,.......,....,..,,,.,,......�.,..,........,..,...�,,,........,......,�....,.................,.....,. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 44 (BLDG 2009): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R314 OF THE 2009 IRC, IF APPLICABLE UNLESS A MONITORED FIRE ALARM SYSTEM IS REQUIRED. Cond: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 bld_a It_construction_permit_041908 . � ********+*�************+********+**********************************************************+ TOWN OF VAIL, COLORADO Statement ******************************+******************************************************++***** Statement Number: R100001395 Amount: $308.40 09/24/201004:01 PM Payment Method: Check Init: RFD Notation: 2970LINDVALL & LAME REAL ESTATE CO ----------------------------------------------------------------------------- Permit No: B10-0177 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 2101-071-1101-0 Site Address: 483 BEAVER DAM RD VAIL Location: Total Fees: $3,850.65 This Payment: $308.40 Total ALL Pmts: $3,850.65 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 56.00 PF 00100003112300 PLAN CHECK FEES 36.40 UT 11000003106000 USE TAX 4°s 216.00 ----------------------------------------------------------------------------- _ � -, �m �.�, �"� •`°�. � Department of Community Development *�� t, _ � �� x �4 75 South Frontage Road � °� Vai1�:+Cc�Jorac�.. '� �r �'� � � '� ��;�9�� ,;F `�, ,:� 4��" ,�, -� , t' . ' w, M: � �-'• � .,. ^�� °�` , � '�`" �, � � �,�°�� ,� er��eTo,�nen � � . . , . . . , . . -, __� �a, � �� ,; � �" � ;3;n,' :. ,;; TRANSMITTAL FORM Revision Submittals: 1. "Fieid Set"of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved 8 the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum),and are due upon issuance. Pertnit#{s)information applies to: Attention: 04 Revisions �/O —O�7 7 ( )Response to Correction Letter attached copy of correction letter ( ) Deferred Submittal ( )Other Project Street Address: 4�83 ��cill,e}Z�Qm 'f�(• Description/List of Changes: (Number) (Street) (Suite#) �e e Q�O�.�t�( s"C►GcCC'I�u K4� Building/Complex Name: /�ohe ��'o�4r1 �e5�e � �KOm �� !�/'n Contact Information: Company: (.c7CJ k�� Ta lo e Pe�c�,r.meol Company Address: �+n t.� C �` t7 Co�s��-�jorl C�tY� State: Zip: P �� Ox �� Contact IVame: .J odu I�.i v�c�(l!4�/ _ /'t I/o�I 8/��o Contact Phone: �'I 70 — 3�D �(Q�J� ��C.Air��p ' g,ZZ^$ E-Mail �od�� (�'►�Lvli l� O �iLO� ►��. CoYy� v / - Revised ADDITIONAL Valuations(Labor 8�Materials) (DO NOT include original valuation) Building: $ / O, 8(�O. �d (use additional sheet if necessary) Plumbing: � Electrical: $ Date Received: f �� c� i,� j�U? i�j F� i� �-. �_ Mechanical: $ D � �"�r �.� g F��t� � Total: $ /Or �00. � �' �q � �"�� ' ��_ O1-Jan-10 k DESIGN CRITERIA: 483 BEAVER DAM DECK JOB #: 1008-11 e. Lominoted veneer lumber (LVL) sholl hove the following minimum properties: 1. Flexural stress --------------------------- 2600 psi Roof Live Load (Snow) -------------------------------- 80 psf 2. Modulus of elasticity ----------------------- 1,900,000 psi Roof Dead Load ---=-------------------------------- 15 psf 3. Tension porallel to groin --------------------- 1850 psi Floor Live Load ------------------------------------- 40 psf 4. Compression parallel to grain ----------------- 2310 psi Floor Dead Load ------------------------------------ 15 psf 5. Compression perpendicular to grain (parollel to glue line) 750 psi a < m Deck Live �ood ------------------------------------- 100 psf 6. Horizontol shear ------------------------- 285 psi � a < � m q Deck Dead Load ------------------------------------ 55 psf f. AII lumber used in construction sholl have a maximum moisture content of 19�. ? � �o � � vi � 3H� aa Wind (3 Second Gust) -------------------------------- 90 mph (Exp. B) g. Framing Notes: Z a ��; �x Seismic Design Cotegory ------------------------------- EXEMPT 1. Interior Lood Bearing Walls: � � �� ^� IBC/IRC Edition ------------------------------------ 2009 A. interior load beoring walls are 2x4 or 2x6 studs (as indicated on plan) Q 16" o.c.. � P Cop with a double top plate installed to provide overlapping at corners and at � � �� a� SPECIAL INSPECTIONS: � intersections with other partitions. If overlap is not possible, strap top plotes with ° "o a� metal strap ties (Simpson ST292 or equivalent)_ � " m� °" a. No special structurai inspections ore required. Periodic observotions of construction by the B. Floor framing members must be aligned to bear within 5 inches of the studs Y : o> a= structural engineer are not considered to be speciol inspections. beneath. FOUNDATION DESIGN: GENERAL REQUIREMENTS: a. Design of individual and continuous footings is based on an ossumed moximum allowable a_ Structurai erection ond bracing: The structural drawings illustrate the completed structure bearing pressure of 1500 psf (dead load plus fuil live lood). with all elements in their final positions, properly supported and braced. The controctor, in b. Because geotechnical information was not ovailoble at the time of preporotion of the the proper sequence, shall provide shoring ond brocing as moy be required during construction construction documents, we have used assumed values based on similar sites in the oreo. to ochieve the final completed structure. Contact structurai enqineer for consultation (not in r�i Construction of the foundation may not procee� without verifying these values. Report any contract) as required. � discrepancies from design assumptions to structurof engineer for re—evaluation of foundotion b. Dimensions: Check all dimensions against architecturol drawings prior to construction. Do �] design. not scole drowings. Q �. c. Construction practices: Generol controctor is responsibie for means, methods, techniques, � � REINFORCED CONCRETE: sequences ond procedures for construction of this project. Notify structural engineer of � omissions or conflicts between the working drowings and existing conditions. Coordinote � o� � a. Concrete design is based on the "Buiiding Code Requirements for Reinforced Concrete" (ACI requirements for mechanicol/electricol/plumbing penetrations through structural elements with � � 318) as adopted by Chapter 19 of the 2009 IBC. structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods Q Q 1 b. Structural concrete shall have a minimum 28—day compressive strength of 2500 psi. used for construction shall be in occordance with the latest editions of the IBC/IRC. d c. Concrete shall be proportioned using Type I—II sulfate—resistont cement. Admixtures containing d. Details not specifically shown on the drawings sholl be constructed in a manner similar to the (�' �" � chloride salts shall not be used. details that ore shown for like conditions. These items sholi be brought to the attention of w � � d. Concrete coverage for reinforcing steel: the structurol engineer os soon os possible for opproval. Approvol sholl be obtained prior to � � 1. Concrete cost against and permanently exposed to earth: 3" installation. � V ' 2. Concrete exposed to eorth or weother: e. All waterproofing and flashing is the responsibility of the architect and contractor. w a A. #5 bar and smaller 1 1/2" f. It is the responsibility of the controctor to contact the structural engineer at the oppropriate � B. #6 through #18 bar 2" time to perform site observotion visits. Observation visits to the jobsite by the engineer ore � � for determination of generol conformance with the construction documents and shall not be REINFORCING STEEL: construed as inspection. C'� g. Though every effort is mode to provide a complete and clear set of construction documents, � � a. Detoiling, fabrication and placement of reinforcing steel sholl be in occordonce with the ACI discreponcies or omissions moy occur. Release of these drowings onticipates cooperation and� d'' Manuol of Concrete Practice. continued communication between the controctor, orchitect ond engineer to provide the be�� b. Except where otherwise noted on the drawings, reinforcing bors shall conform to ASTM possible structure. These drawings hove been prepared for the use of a qualified contract�� Specification A615 and sholl be grade 60 except ties, field bent bars where permitted by note experienced in the construction techniques and systems depicted. on plan, or bars to be welded, which shall be grode 40. h- Existing structures: Controctor sholl be responsible for verifying dimensions, elevations, o c. Metric bar size conversion toble: froming, foundotion and anything eise that may affect the work shown on the drowings. � METRIC 10 13 16 19 22 25 29 32 36 Under innin shorin ond bracin of existin structures shall be the res onsibilit of the C # # # # # # # # # P 9� 9 9 9 P Y INCH—POUND #3 #4 #5 #6 #7 #8 #9 #10 #11 contractor. 0� daiqned by ToH � � dam by MTN STRUCTURAL WOOD FRAMING` � iswed o. Studs shall be Stud grade and better pouglas Fir-Larch or Hem Fir. � (( � � �, ,,�j� �� Q>� � PERMiT 09/03/1D b. Top and bottom plates shall be Douglas �ir—Larch or Hem Fir #2 and better. Plates piaced i � � �`� u � � '1! d ¢'7 ��"i �F' . Qye,y �1�°0� directly on concrete walls or slabs shall be pressure—treated Hem Fir #2. I� �'i� �;�:� �'' : c. Door or window trimmers consisting of a single stud do not require speciol blocking in the _ � i:� 9 ° joist space. �� ;� � ` ��lo� a d. Except as noted otherwise, minimum nailing sholl be provided os specified in the "Fostening 1� �, J�� Schedule" 2009 IBC Table 2304.9.1. {� ;. �.:h,�� esagf^�. � � ' � � I O�I��O� V/"'�� ,,::..� �.� -��' �rx.. °��'�4s �sheet ` . .. ��>-� ' �'J � ��Y�� S 1 s�� - � ?o�o � JOB 1008-11 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .� �WNOFVAII, ' Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 ADD/ALT SFR BUILD PERMIT Permit #: B10-0177 Project #: PRJ10-0359 Job Address: 483 BEAVER DAM RD VAIL Status. . : ISSUED Location......: Applied . . : 07/13/2010 Parcel No....: 210107111010 Issued. .. : 07/15/2010 Expires. ..: 01/11/2011 OWNER JORDAN,JOHN W., II REVOCABL 07/13/2010 875 N MICHIGAN AVE #4020 CHICAGO IL 60611 CONTRACTOR C&H CONSTRUCTION, LLC 07/13/2010 Phone:970-949-1502 PO BOX 341 AVON COLORADO 81620 License:822-B APPLICANT JODY LINDVALL(OWNER'S REP)07/15/2010 Phone:970-390-2695 PO BOX 1174 EDWARDS CO 81632 Description: REPAIR EXISTING DECKS Occupancy: IRC Valuation: $113,880.00 Type Construction:IRC Total Sq Ft Added: 0 ..,,.....,......«..............�.................�.�..�............,.,,�..�...,,..... FEE SUMMARY ......,...x........,...........x.,.xx.......,......,,�........«.................. Building Permit Fee------> $1,072.15 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> $3,850.65 Plan Check--------------------> $696.90 Use Tax Fee---------------------> $2,077.60 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> $3,850.65 Investigation-----------------> $0.00 Recreation Fee-----------------> $0.00 Payments-------------------------------> $3,850.65 Total Calculated Fees--------> $3,850.65 BALANCE DUE------------------------> $0.00 ....«............x,,.....«.,,,...............................................................,,...,+.....,..,,,........,.......,,,.,,,....,x,..............,.....,,.......................,... 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 towns 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-4:00 PM. �� l �7 � fJIG� ' ature o ner or Contractor ate _-.._�- z� ' a'v�,�/ Printl ame bld_alt_construction_perm it_041908 .....................................................................,..............,......,.,.,......�.,,...,.,.x.....,.,.....,,,,.......x.,......,..,...,.................x.....,,.. APPROVALS Permit#: B10-0177 as of 09-24-2010 Status: ISSUED ...................................................»..,.....,,.....,...,..,...............,.,..........,..,.,.,.,,,,...,,,,.....,..,......,..,....................,...�................ Item: 05100 BUILDING DEPARTMENT 07/15/2010 MH Action: AP 09/22/2010 cg Action: AP APPROVED STRUCTURAL REVISION Item: 05400 PLANNING DEPARTMENT 07/15/2010 Warren Action: AP ...........................,........,,,,,......,,..,...........,,.....,...,,,,...........�..,>,...,.....,..,..,..,,<......,..,,,,,�.,.,........>.,.,.....,,...........,..,............. See the Conditions section of this Document for any that may apply. bld_alt_construction_perm it_041908 w*wfw***��*f*tXwwwfw�**f��f#�*WWwwww*��*ff�#wwwwwwww***�l��lffriWw�wwYwAff*�**�*x*Mfw+wwwwwf*�*�f#lkfx**�ff�wwwwwwk��****f*�**ww**#l+kwwwwwwlw**w*f��R**��f�**ffxfifR***4f#*w*w�wwkw CONDITIONS OF APPROVAL Permit#: 610-0177 as of 09-24-2010 Status: ISSUED ............................».....�,.,�,......,,,,.,.,,.�x....,.,..,.��.......,...,,.......,....,..,,,.,,......�.,..,........,..,...�,,,........,......,�....,.................,.....,. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 44 (BLDG 2009): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R314 OF THE 2009 IRC, IF APPLICABLE UNLESS A MONITORED FIRE ALARM SYSTEM IS REQUIRED. Cond: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 bld_a It_construction_permit_041908 . � ********+*�************+********+**********************************************************+ TOWN OF VAIL, COLORADO Statement ******************************+******************************************************++***** Statement Number: R100001395 Amount: $308.40 09/24/201004:01 PM Payment Method: Check Init: RFD Notation: 2970LINDVALL & LAME REAL ESTATE CO ----------------------------------------------------------------------------- Permit No: B10-0177 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 2101-071-1101-0 Site Address: 483 BEAVER DAM RD VAIL Location: Total Fees: $3,850.65 This Payment: $308.40 Total ALL Pmts: $3,850.65 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 56.00 PF 00100003112300 PLAN CHECK FEES 36.40 UT 11000003106000 USE TAX 4°s 216.00 ----------------------------------------------------------------------------- _ � -, �m �.�, �"� •`°�. � Department of Community Development *�� t, _ � �� x �4 75 South Frontage Road � °� Vai1�:+Cc�Jorac�.. '� �r �'� � � '� ��;�9�� ,;F `�, ,:� 4��" ,�, -� , t' . ' w, M: � �-'• � .,. ^�� °�` , � '�`" �, � � �,�°�� ,� er��eTo,�nen � � . . , . . . , . . -, __� �a, � �� ,; � �" � ;3;n,' :. ,;; TRANSMITTAL FORM Revision Submittals: 1. "Fieid Set"of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved 8 the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum),and are due upon issuance. Pertnit#{s)information applies to: Attention: 04 Revisions �/O —O�7 7 ( )Response to Correction Letter attached copy of correction letter ( ) Deferred Submittal ( )Other Project Street Address: 4�83 ��cill,e}Z�Qm 'f�(• Description/List of Changes: (Number) (Street) (Suite#) �e e Q�O�.�t�( s"C►GcCC'I�u K4� Building/Complex Name: /�ohe ��'o�4r1 �e5�e � �KOm �� !�/'n Contact Information: Company: (.c7CJ k�� Ta lo e Pe�c�,r.meol Company Address: �+n t.� C �` t7 Co�s��-�jorl C�tY� State: Zip: P �� Ox �� Contact IVame: .J odu I�.i v�c�(l!4�/ _ /'t I/o�I 8/��o Contact Phone: �'I 70 — 3�D �(Q�J� ��C.Air��p ' g,ZZ^$ E-Mail �od�� (�'►�Lvli l� O �iLO� ►��. CoYy� v / - Revised ADDITIONAL Valuations(Labor 8�Materials) (DO NOT include original valuation) Building: $ / O, 8(�O. �d (use additional sheet if necessary) Plumbing: � Electrical: $ Date Received: f �� c� i,� j�U? i�j F� i� �-. �_ Mechanical: $ D � �"�r �.� g F��t� � Total: $ /Or �00. � �' �q � �"�� ' ��_ O1-Jan-10 k DESIGN CRITERIA: 483 BEAVER DAM DECK JOB #: 1008-11 e. Lominoted veneer lumber (LVL) sholl hove the following minimum properties: 1. Flexural stress --------------------------- 2600 psi Roof Live Load (Snow) -------------------------------- 80 psf 2. Modulus of elasticity ----------------------- 1,900,000 psi Roof Dead Load ---=-------------------------------- 15 psf 3. Tension porallel to groin --------------------- 1850 psi Floor Live Load ------------------------------------- 40 psf 4. Compression parallel to grain ----------------- 2310 psi Floor Dead Load ------------------------------------ 15 psf 5. Compression perpendicular to grain (parollel to glue line) 750 psi a < m Deck Live �ood ------------------------------------- 100 psf 6. Horizontol shear ------------------------- 285 psi � a < � m q Deck Dead Load ------------------------------------ 55 psf f. AII lumber used in construction sholl have a maximum moisture content of 19�. ? � �o � � vi � 3H� aa Wind (3 Second Gust) -------------------------------- 90 mph (Exp. B) g. Framing Notes: Z a ��; �x Seismic Design Cotegory ------------------------------- EXEMPT 1. Interior Lood Bearing Walls: � � �� ^� IBC/IRC Edition ------------------------------------ 2009 A. interior load beoring walls are 2x4 or 2x6 studs (as indicated on plan) Q 16" o.c.. � P Cop with a double top plate installed to provide overlapping at corners and at � � �� a� SPECIAL INSPECTIONS: � intersections with other partitions. If overlap is not possible, strap top plotes with ° "o a� metal strap ties (Simpson ST292 or equivalent)_ � " m� °" a. No special structurai inspections ore required. Periodic observotions of construction by the B. Floor framing members must be aligned to bear within 5 inches of the studs Y : o> a= structural engineer are not considered to be speciol inspections. beneath. FOUNDATION DESIGN: GENERAL REQUIREMENTS: a. Design of individual and continuous footings is based on an ossumed moximum allowable a_ Structurai erection ond bracing: The structural drawings illustrate the completed structure bearing pressure of 1500 psf (dead load plus fuil live lood). with all elements in their final positions, properly supported and braced. The controctor, in b. Because geotechnical information was not ovailoble at the time of preporotion of the the proper sequence, shall provide shoring ond brocing as moy be required during construction construction documents, we have used assumed values based on similar sites in the oreo. to ochieve the final completed structure. Contact structurai enqineer for consultation (not in r�i Construction of the foundation may not procee� without verifying these values. Report any contract) as required. � discrepancies from design assumptions to structurof engineer for re—evaluation of foundotion b. Dimensions: Check all dimensions against architecturol drawings prior to construction. Do �] design. not scole drowings. Q �. c. Construction practices: Generol controctor is responsibie for means, methods, techniques, � � REINFORCED CONCRETE: sequences ond procedures for construction of this project. Notify structural engineer of � omissions or conflicts between the working drowings and existing conditions. Coordinote � o� � a. Concrete design is based on the "Buiiding Code Requirements for Reinforced Concrete" (ACI requirements for mechanicol/electricol/plumbing penetrations through structural elements with � � 318) as adopted by Chapter 19 of the 2009 IBC. structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods Q Q 1 b. Structural concrete shall have a minimum 28—day compressive strength of 2500 psi. used for construction shall be in occordance with the latest editions of the IBC/IRC. d c. Concrete shall be proportioned using Type I—II sulfate—resistont cement. Admixtures containing d. Details not specifically shown on the drawings sholl be constructed in a manner similar to the (�' �" � chloride salts shall not be used. details that ore shown for like conditions. These items sholi be brought to the attention of w � � d. Concrete coverage for reinforcing steel: the structurol engineer os soon os possible for opproval. Approvol sholl be obtained prior to � � 1. Concrete cost against and permanently exposed to earth: 3" installation. � V ' 2. Concrete exposed to eorth or weother: e. All waterproofing and flashing is the responsibility of the architect and contractor. w a A. #5 bar and smaller 1 1/2" f. It is the responsibility of the controctor to contact the structural engineer at the oppropriate � B. #6 through #18 bar 2" time to perform site observotion visits. Observation visits to the jobsite by the engineer ore � � for determination of generol conformance with the construction documents and shall not be REINFORCING STEEL: construed as inspection. C'� g. Though every effort is mode to provide a complete and clear set of construction documents, � � a. Detoiling, fabrication and placement of reinforcing steel sholl be in occordonce with the ACI discreponcies or omissions moy occur. Release of these drowings onticipates cooperation and� d'' Manuol of Concrete Practice. continued communication between the controctor, orchitect ond engineer to provide the be�� b. Except where otherwise noted on the drawings, reinforcing bors shall conform to ASTM possible structure. These drawings hove been prepared for the use of a qualified contract�� Specification A615 and sholl be grade 60 except ties, field bent bars where permitted by note experienced in the construction techniques and systems depicted. on plan, or bars to be welded, which shall be grode 40. h- Existing structures: Controctor sholl be responsible for verifying dimensions, elevations, o c. Metric bar size conversion toble: froming, foundotion and anything eise that may affect the work shown on the drowings. � METRIC 10 13 16 19 22 25 29 32 36 Under innin shorin ond bracin of existin structures shall be the res onsibilit of the C # # # # # # # # # P 9� 9 9 9 P Y INCH—POUND #3 #4 #5 #6 #7 #8 #9 #10 #11 contractor. 0� daiqned by ToH � � dam by MTN STRUCTURAL WOOD FRAMING` � iswed o. Studs shall be Stud grade and better pouglas Fir-Larch or Hem Fir. � (( � � �, ,,�j� �� Q>� � PERMiT 09/03/1D b. Top and bottom plates shall be Douglas �ir—Larch or Hem Fir #2 and better. Plates piaced i � � �`� u � � '1! d ¢'7 ��"i �F' . Qye,y �1�°0� directly on concrete walls or slabs shall be pressure—treated Hem Fir #2. I� �'i� �;�:� �'' : c. Door or window trimmers consisting of a single stud do not require speciol blocking in the _ � i:� 9 ° joist space. �� ;� � ` ��lo� a d. Except as noted otherwise, minimum nailing sholl be provided os specified in the "Fostening 1� �, J�� Schedule" 2009 IBC Table 2304.9.1. {� ;. �.:h,�� esagf^�. � � ' � � I O�I��O� V/"'�� ,,::..� �.� -��' �rx.. °��'�4s �sheet ` . .. ��>-� ' �'J � ��Y�� S 1 s�� - � ?o�o � JOB 1008-11 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .� �w�o�vnII;• Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 ADD/ALT SFR BUILD PERMIT Permit #: 610-0177 Project #: PRJ10-0359 Job Address: 483 BEAVER DAM RD VAIL Status. . : ISSUED Location......: Applied. . : 07/13/2010 ` Parcel No....: 210107111010 Issued... : 07/15/2010 Expires. ..: 01/11/2011 OWNER JORDAN,JOHN W., II REVOCABL 07/13/2010 875 N MICHIGAN AVE #4020 CHICAGO IL 60611 CONTRACTOR C&H CONSTRUCTION, LLC 07/13/2010 Phone: 970-949-1502 PO BOX 341 AVON COLORADO 81620 License:822-B APPLICANT JODY LINDVALL(OWNER'S REP)07/15/2010 Phone:970-390-2695 PO BOX 1174 EDWARDS CO 81632 Description: REPLACE DECKING(INCLUDING SNOW MELT)ONLY. NO STRUCTURAL MODIFICATIONS. REPLACING ORIGINAL GUARDS REMOVED TO PULL UP OLD DECKING. Occupancy: Valuation: $103,080.00 Type Construction: Total Sq Ft Added: 0 ................................«...............,,...._,..,.,............,......« FEE SUMMARY ,.................,r.,.............,......,............................,,.,,..,.,..._ Building Permit Fee------> $1,016.15 Will Cal Fee---------------------> $4.00 Total Calculated Fees------------> $3,542.25 ` Plan Check------------------> $660.50 Use Tax Fee--------------------> $1,861.60 Additional Fees--------------------> $0.00 Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES-------------> a3,542.25 ;` Investigation-----------------> $0.00 Recreation Fee-----------------> $0.00 Payments---------------------------> 33,542.25 ; Total Calculated Fees--------> $3,542.25 BALANCE DUE---------------------> a0.00 ' fAftRfIIt�f41r1r V+YtkfA'iFMf44l�tRfftfitwR V YPr4rtikYY�tf4A�tRRftelrR4R44iFfrtrtikYtffA}t*4***}Rk41r V f1�Ri4iFY'IIY�t�tf+F4**#lR44��R�RRi4i41YM'M'fir�*ff�flff`V 41r�eRtfrfi4R�k#L#tifif}fR*�fff1r1r1rxx�R�Rf V rt4tYtfirfflriffflwf�tR 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 towns 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-4:00 PM. . 7 .S 4/D S' ature O er or Contractor ate V O Q�U L,//I Gt�(l Q�/� P int Name bld_alt construction_permit_041908 ffi+ff�f�xw�wf�Mff�fii�kff�ftlfYR*kM�fi#4t4fxHRffrtfwwkY�f�f4lffR�f�xxRR�#wwwwfwYfww*�ffff4wrtwYw#�#}RxffXFwt*�**Mf*k#��R��f�RfRfRkwwRfkfYYYrtwY#�*��/f�f�ff*f441�Rxe�lMfxttlMkkxkfltw APPROVALS Permit#: 610-0177 as of 07-15-2010 Status: ISSUED •1rlrRff4YYiktYrt'k1hYf�R4R1rRf V VYttYf1e4f4frf�fVff1r1R4rtiFrt44iY###f�41r1r*wfRfRtfrA'rt4rty'Y'ikfiLfrtffiY#��RkffxlRfftrflr4rtYrYY44t4�##4A�4f'f'xxV ViRYrRrtrtit'RY'kY�'kdiriMfRAf#RR��4ffR4tr1•1r�RVY'Y`t4t+tf#�4kR41`frd4Rff'4TRf Item: 05100 BUILDING DEPARTMENT 07/15/2010 MH Action: AP Item: 05400 PLANNING DEPARTMENT 07/15/2010 Warren Action: AP V fwfR V RYf4Y#itfk�t4RfffV�VhtrYMrtYY(R#14feflRxLxffYA'4Yrtft#4fifi�frRRfxlrxiRfNRfikfrttkikY`R�ff�!/1ete4itfx}teRRRtRY'ffYeYeti�#f1r##f�telf�fffRRff V iRtritII�R�1"Rtti`t1Lf1r1e##f�f1e4R1riRRffrfrYeY'rtR�k�Mfi1`�k#fft�lt444tr4f`41r1rR1rfRff See the Conditions section of this Document for any that may apply. bld_a It_construction_pe rm it_041908 ♦44�wxxxRYkfW�kfi*RlfMtRRfRM��*iiff�ffwfR�4Ytktif��*4�fx�fxRtYkff4�*#��f��*xxxfifkrttwYw**w44��f�+fRfwYk�w�w44*f4�4*ffkf��Rwtfi#k4��RRRx�RRffffwtYfYkY444w��ffR�kwtwfYff4*##444�}1RYf CONDITIONS OF APPROVAL Permit#: 610-0177 as of 07-15-2010 Status: ISSUED •4fi4441RflffRflrtYlYfYMk1eRRVfrf��YiFYtYefF'kRkwf#}}fRtlrk'kfifYert*Ye4#dd4f'frfrVYRfrYetfr�F#fF#4R44Rff1r4lR1rRfrfrM*f�Y►+Ff*#d#f`4R1rRRiRrtYrfrV�R'kYY#44f#f`f'xRfe Vff V Y'kRM'4f'k4fff!lR4R#frlriRA'�R'kYrYrYffrytt'ffA�itlrf`f'f'l1f1r1'V ffYft Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 44 (BLDG 2009): (SFR)SMOKE DETECTORS ARE REQUIRED PER SECTION R314 OF THE 2009 IRC, IF APPLICABLE UNLESS A MONITORED FIRE ALARM SYSTEM IS REQUIRED. Cond: 42 (BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315 bid_a It_constructio n_perm it_041908 �' +*********�*+**+***************++*�+********************�***********************�**�*******r TOWN OF VAIL, COLORADO Statement ***+**+*************+*********************�********************+******************+******�** Statement Number: R100000863 Amount: $3, 542 .25 07/15/201003 :10 PM Payment Method: Check Init: SAB Notation: 2913 - LINDVAL & LAME REAL ESTATE Permit No: B10-0177 Type: ADD/ALT SFR BUILD PERMIT Parcel No: 2101-071-1101-0 Site Address: 483 BEAVER DAM RD VAIL Location: Total Fees: $3,542.25 This Payment: $3, 542.25 Total ALL Pmts: $3,542.25 Balance: $0.00 ***++***r*********�************************************************�************************ ACCOUNT ITEM LIST: Account Code Description Current Pmts BP 00100003111100 BUILDING PERMIT FEES 1, 016.15 PF 00100003112300 PLAN CHECK FEES 660.50 UT 11000003106000 USE TAX 4� 1,861.60 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 ----------------------------------------------------------------------------- � � � � �' � - ��.�. . . F3epartment o#Commun�y Developmen�� s , � �. , . � � " = • � ' 75 South Frontage�� ° .�_ " _ , y , Vat�,:�,�r _ _ y �z � . � t�`' ;�.::�e�� g�`a� r.� �- ,� � , ��r�F ;� ' ��' . . � .— —3�n;c�� c4 . � �nen .. �� . � , �„ �--°� �.�°r� _ � BUILDfNG PERMIT APPLICATION Separate permits are required for electrical, plumbing, mechanical,fireplace, etc. Project Street Address: Office Use: ^� n�s� 483 Beaver Dam Road Project#: i � C d — U (Number) (Street) (Suite#) DRB#: �� OQ '-'1' � BuildinglComplex Name: None Building Permit#: � , � —Q� �� Lot#: Block# Subdivision: Contractor Information: Company: C&H Construction, LLC Company Address: P.O. Box 341 Detailed Scope and Location of Work: Remove all deck City: Avon State: CO Z�p:81620 material from exterior decks to repair a leak into living Contact Name: �ody Lindvall (owner's rep.) 970-390-2695 space below the decks. Rebuild decks with the same Contact Phone: Or Wayne Haskins(C&H)970-390-6383 materials-no changes to the building. od Imdvall hotmail.com (�additional sheet if necessary) E-Maill Y @ Work Class: Town of Vail Contractor Registration No.: �2�-— B New( ) Addition( ) Remodel(�/) Repair( ) Other( ) X Q�-QJ�—�`� Work TYPe Contractor gnature(required) Interior( ) Exterior(�/) Both( ) Property Information Type of Building: Parcel#: 2101-071-11-010 Single-Family( ) Duplex(✓) Multi-Family( ) (For parcel#,contact Eagle County Assessors Office at 970-328-8640 or visit www.eaglecounty.uslpatie) Commercial( ) Other( ) Tenant Name: None Dces a Fire Alarm ExisY? Yes(� No( ) Owner Name: �ohn W. Jordan, II revocable trust Monitored Alarm? Yes(� No( ) Does a Sprinkler System Exist? Yes( ) No(� Valuations(Labor 8�Materials) #&Type of Existing Fireplaces: Gas Appliances Gas Log Wood/Pellet Wood Burning Building: g 94,580.00 #&Type of Proposed Fireplaces:Gas Appliances Plumbing: $8,500.00 Gas Log Wood/Pellet Wood Burning Electrical: $ Date Received: Mechanical: (induding fireplace) $ Total: g 103,080.00 �__�. . � 11-09-2010 Inspection Request Reporting Page 8 4�50 pm VaiIrCO - itv Of Requested Inspect Date: Wednesday, November 10, 2010 Inspection Area: jrm Site Address: 483 BEAVER DAM RD VAIL A/P/D Information Activity: B10-0177 Type: A-BUILD Sub Type: ADUP Status: ISSUED Const Type: Occupancy: Use: IRC Insp Area: jrm Owner: JORDAN, JOHN W., II REVOCABLE TRUST Contractor: C&H CONSTRUCTION, LLC Phone: 970-949-1502 Description: REPAIR EXISTING DECKS Requested Inspection(s} Item: 90 BLDG-Final Requested Time: 09:30 AM Requestor: Phone: Comments: 390-2695 Assigned To: JMONDRAGON Entered By: MHAEBERLE K Action: Time Exp: � �� /� e �,o Inspection Historv Item: 30 BLDG-Framing ""Approved*" 09/28/10 Inspector: JRM Action: AP APPROVED Comment: Item: 50 BLDG-Insulation �"A� pproved"" 09/28/10 Inspector: JRM Action: AP APPROVED Comment: Item: 60 BLDG-Sheetrock Nail ""Approved"` 10/01/10 Inspector: Martin Action: AP APPROVED Comment: Item: 70 BLDG-Misc. Item: 90 BLDG-Final Item: 534 PLAN-FINAL C/O REPT131 Run Id: 12177