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HomeMy WebLinkAboutB09-0264 expiredNOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES 7OWW* 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 #: B09 -0264 Project #: PRJ09 -0455 Job Address: 1850 LIONS RIDGE LP VAIL Location......: Parcel No....: 210312209015 OWNER WORLDVIEW /LLD 3744 LONGRIDGE AVE SHERMAN OAKS CA 91423 APPLICANT A & K CONSTRUCTION PO BOX 6111 EAGLE COLORADO 81630 License: 950 -B CONTRACTOR A & K CONSTRUCTION PO BOX 6111 EAGLE COLORADO 81630 License: 950 -B 09/21/2009 09/21/2009 Phone: (970) 328 -0589 09/21/2009 Phone: (970) 328 -0589 Description: CONVERT CRAWLSPACE TO HABITABLE SPACE, INSTALL HOT TUB Occupancy: R3 Single Family Residence Type Construction:VB Status .. : ISSUED Applied ..: 09/21/2009 Issued...: 10/28/2009 Expires ...: 01/25/2010 Valuation: $54,900.00 Total Sq Ft Added: 200 . ..... ......... .......... «.. «..,,.«..... «..... FEE SUMMARY Building Permit Fee - - ---> $678.75 Will Cal Fee--------- ------- > $4.00 Total Calculated Fees------ - - - - -> $2,051.94 Plan Check--------------- - - - - -> $441.19 Use Tax Fee --------- -- ------- > $898.00 Additional Fees ----------------- — ---- > $0.00 Add'I Plan Check Hours -> $0.00 Restuarant Plan Review - - - - -> $0.00 TOTAL PERMIT FEES --- ------- > $2,051.94 Investigation ---------- - - - - -> $0.00 Recreation Fee -------- -- ----- > $30.00 Payments ------- ---- ------- ------- ------ > $2,051.94 Total Calculated Fees--- - - - - -> $2,051.94 BALANCE DUE ---- --------- -- ------ > $0.00 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 0 PM. I �0 -aa- to Sign to of Owner or Contractor Date face, Print Name bld_a It_constru ction_pe rm it_041908 APPROVALS Permit #: B09 -0264 as of 10 -22 -2010 Status: ISSUED Item: 05100 BUILDING DEPARTMENT 09/24/2009 Martin Action: CR F: \CDev\ CHRIS \PERMIT.COMMENTS \B09 - 0264 \0264 1st comments. DOC 10/19/2009 Martin Action: AP Item: 05400 PLANNING DEPARTMENT 09/22/2009 Warren Action: AP There are no GRFA calculations within this SDD. The exterior hottub received DRB approval. 10/05/2010 Warren Action: CR The applicant is bringing in revisions to comply with the DRB aproval. 10/22/2010 Warren Action: AP Revisions are approved. Item: 05600 FIRE DEPARTMENT 09/23/2009 drhoades Action: AP Approved with conditions. Item: 05101 BUILDING DEPT REVISION 10/21/2010 DRHOADES Action: AP OK TO APPROVE PER MARTIN. Item: 05401 PLANNING DEPT REVISION 10/22/2010 DRHOADES Action: AP APPROVED PER WARREN. See the Conditions section of this Document for any that may apply. bld_a It_con struction_perm it_041908 CONDITIONS OF APPROVAL Permit #: B09 -0264 as of 10 -22 -2010 Status: ISSUED Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0011024 The applicant shall revegitate all disturbed areas created during construction prior to requesting a planning inspection. Cond: CON0011032 The applicant shall access the site for construction solely across the subject property, 1850 Lions Ridge Loop. No access across common areas has been granted by this approval. Cond: CON0011033 G.C. shall contact the owner's fire alarm company to make sure lower level is compliant with NFPA 72 (2002 ed.) and WES Standards. Cond: CON0011034 Separate shop drawings /permit required to changes /additions to the existing fire alarm system. bld_alt_construction_perm it_041908 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADO Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R100001671 Amount: $275.75 10/22/201002:55 PM Payment Method:Credit Crd Init: SAB Notation: VISA- TRACEY NEWBORN Permit No: B09 -0264 Type: ADD /ALT SFR BUILD PERMIT Parcel No: 2103- 122 - 0901 -5 Site Address: 1850 LIONS RIDGE LP VAIL Location: Total Fees: $2,051.94 This Payment: $275.75 Total ALL Pmts: $2,051.94 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- BP 00100003111100 BUILDING PERMIT FEES 65.30 PF 00100003112300 PLAN CHECK FEES 42.45 UT 11000003106000 USE TAX 4% 168.00 i .ti Department of Community Development 75 South Frontage Road Va i 1,,C olorado.�. 816 57 Tel: 970 - 479 - 2128. Fax: 970 -479 -2452 Web: wwvv,vailgov.com Development RevieW.Coordinator BUILDING PERMIT APPLICATION Separate permits are required for electrical, plumbing, mechanical, fireplace, etc. Project Street Address: 18'70 k:o<.g `%Z-O Q love (Number) (Street) (Suite #) Building /Complex Name: Contractor Information: Company: p Vv— CA�3?+�C��o� 6 6 6 u ) )_ Company Address: ' ?o '1 0X LON City: a \e State: C Zip: �S\ U3 I Contact Name: M a.4 Contact Phone: gyld - E -Mail arc C_ca "9 tVCA,'. �CN Town of Vail Contractor Registration No.: X Contr ctor Signature (required) Office Use: D Project #: Al DC1- OqS S DRB #: __pm Building Permit #: L 9 -QazQy Lot #: Block # Subdivision: Detailed Scope and Location of Work: / kw Aor T I<ri. I os i aLLa7 [ (use additional sheet if necessary) S Work Class: New (7�t Addition ( ) Remodel ( ) Repair ( ) Other ( ) Work Type Interior ( ) Exterior 64 Both( ) Property Information Type of Building: Parcel #: Single - Family(} Duplex ( ) Multi - Family ( ) (For parcel #, contact Eagle County Assessors Office at 970 - 328 -8640 or visit www.eaglecounty.us /patie) Commercial( )Other ( ) Tenant Name: Owner Name: l_Q.11 '.. Valuations (Labor & Materials) Building: $ 6, «X Plumbing: $ $c Electrical: $ lac ' Mechanical: (including fireplace) $ 4W ' Total: $ 1� 11 r `7 r Does a Fire Alarm Exist? Yes No( ) Monitored Alarm? Yes (N) No( ) Does a Sprinkler System Exist? Yes ( ) No e-} # & Type of Existing Fireplaces: Gas Appliances 1 Gas Log I Wood /Pellet Wood Burning # & Type of Proposed Fireplaces: Gas Appliances Gas Log Wood /Pellet Wood Burning _ Date Received: ON SEP 10 2010 TOWN OF VAIL 15- May -10 > o O \j\ ` § Q 3 cl- s¥! E§z (7§ ( §G kCD m�� - c o � \| k�/ - - i§z 6f ® . ` ° E® / ® k &� 2\« n >z ,3 E o . 3 !!/ � ) §k ( `!§ �< ol Q# §�� ` �q j\ o \( \( CD � ! -! 2y ��® 7 0 2 \` §50 § 7 \ ! } / >M � / / o E$- § ;!§ § $ } 3 �n �> ! 4 § ¢! ❑ \ ¥ ® « « n § 7 \ Z % 2 ! « O § %m !/ / f E ]� 0 / S | $ a Z « o G ® / f n / )� El � ■ � / / \ % / d C §- _ o 3� \�J , . > > G e > n o @ k } {\ ` _ e S §0M �§ a3E ] \ /\ 0 :�\ s ¥a z �B 7§z (E ( &®� _ § >0 ` m� =ID )a 0\ _ �/( e . 60 C . 0 CD \2\ }\ \ \\ \k§ . � � ; ; f 3 / �> M E§ � § e X70 (§ e o Ol /< ) 2 :& k c ° o � !G§ 02� © �7 °`` > 7 3 2 {` §\\ § \ \ § >M % mom! § . E C7 Vi § .. \A§ \ § �_ ��0 _ - ! ) / : k CL `B�§ƒ G§ ) O § �) CD Q. ( « « 7 ° 2 2 ! 00 « G % \ ) f■ !/ 2 f E S / 2 § V 0 CD « G o y & > e V _ � ° C) "N ■ / n rp ■ \ / ] A , f�$%$ \ 0 _/ ;n 0 \ ; §i ` E ) _ @ = 2- §_ \o , G-, � CD > n o , . , , , � ,f }] \ g \ID ) \) i }\CL 75 \0 CD CL CD a \(\ � a6% z m! \ \( CD \y\ \ \/ \j\ j(} \m\ e§, § >/ o cm) / §k ` 3§ §]< ID O K . e 1 0 Ic Irl � \} S \} 2( / a §0 { 4t $ o \ \ \ cl $(§ ) \ ƒ E .. ! § 2 ; ® \§ ` ^ y § s & g \. a § ° § _ = K/ « ƒ °- � ® \ \ \ $ e m « 0 3 9 \ \ V z No O ° � ❑ E J ■ \ / - o § 10 >a (- ;r f § 00 9 § %C6 $ « ) 32� { � � 2 > CD a \(\ � a6% z m! \ \( CD \y\ \ \/ \j\ j(} \m\ e§, § >/ o cm) / §k ` 3§ §]< ID O K . e 1 0 Ic Irl � r r rr�� err, Val No. 3841 P 11/19 \\ W <°��ti< 8'3> 1 N 53'02'03" r 1 f o J� r " Y� r � W r� L Cr Q 0 , II G C I O � C G NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MWWOFVIK 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 #: B09 -0264 Project #: PRJ09 -0455 Job Address: 1850 LIONS RIDGE LP VAIL Location......: Parcel No....: 210312209015 OWNER WORLDVIEW /LLD 3744 LONGRIDGE AVE SHERMAN OAKS CA 91423 APPLICANT A & K CONSTRUCTION PO BOX 6111 EAGLE COLORADO 81630 License: 950 -B CONTRACTOR A & K CONSTRUCTION PO BOX 6111 EAGLE COLORADO 81630 License: 950 -B 09/21/2009 09/21/2009 Phone: (970) 328 -0589 09/21/2009 Phone: (970) 328 -0589 Description: CONVERT CRAWLSPACE TO HABITABLE SPACE, INSTALL HOT TUB Occupancy: R3 Single Family Residence Type Construction:VB Status .. : ISSUED Applied..: 09/21/2009 Issued...: 10/28/2009 Expires ...: 04/26/2010 Valuation: $46,500.00 Total Sq Ft Added: 200 «««««««««««««««««««««««««««««««««««««««««««««««««« « « « « « « « « « « « « « « « « « « « « « « « « ««« « « «« FEE SUMMARY «««««««««««««««««««««««««««««««««««««««««««««««« « « « « « « « « « « « « « « « « « « « « « « « « « « « « « «« Building Permit Fee ------ > $613.45 Will Cal Fee --------------------- > $4.00 Total Calculated Fees ------------- > $1,776.19 Plan Check--------------- - - - - -> $398.74 Use Tax Fee --------------------- > $730.00 Additional Fees------------------ - - - - -> $0.00 Add'I Plan Check Hours -> $0.00 Restuarant Plan Review - - - - -> $0.00 TOTAL PERMIT FEES--------- - - - - -> $1,776.19 Investigation------------ - - - - -> $0.00 Recreation Fee------------ - - - - -> $30.00 Payments ------------------------------- > $1,776.19 Total Calculated Fees--- - - - - -> $1,776.19 BALANCE DUE ------------------------ > $0.00 ««««««« xx«« xx«« xxxxxx« xxxxxxxxxxx«««««««««««««««««« x« x«««« xxxxxxxxxxxxxxxxxxxxxxxxxxxxxx«««« x««««««««« xx««««« x«« xxw««« xxxxxxxxxxxxxxxxxxxxxxxxx« xx«««« 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- OP a- ' 469 D Signature of Owner or Contractor Date Print Name bld_a It_co nstruction_perm it_041908 APPROVALS Permit #: B09 -0264 as of 10 -28 -2009 Status: ISSUED Item: 05100 BUILDING DEPARTMENT 09/24/2009 Martin Action: CR F: \CDev \CHRIS \PERMIT.COMMENTS \1309- 0264 \0264 1st comments. DOC 10/19/2009 Martin Action: AP Item: 05400 PLANNING DEPARTMENT 09/22/2009 Warren Action: AP There are no GRFA calculations within this SDD. The exterior hottub received DRB approval. Item: 05600 FIRE DEPARTMENT 09/23/2009 drhoades Action: AP Approved with conditions. See the Conditions section of this Document for any that may apply. bld_alt_constructio n perm it_041908 CONDITIONS OF APPROVAL Permit #: B09 -0264 as of 10 -28 -2009 Status: ISSUED Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0011024 The applicant shall revegitate all disturbed areas created during construction prior to requesting a planning inspection. Cond: CON0011032 The applicant shall access the site for construction solely across the subject property, 1850 Lions Ridge Loop. No access across common areas has been granted by this approval. Cond: CON0011033 G.C. shall contact the owner's fire alarm company to make sure lower level is compliant with NFPA 72 (2002 ed.) and WES Standards. Cond: CON0011034 Separate shop drawings /permit required to changes /additions to the existing fire alarm system. bld_alt_ construction _perm it_041908 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADO Statement Statement Number: R090001562 Amount: $1,645.74 10/28/200902 :15 PM Payment Method:Credit Crd Init: SAB Notation: VISA MATTHEW NEWBORN ----------------------------------------------------------------------------- Permit No: B09 -0264 Type: ADD /ALT SFR BUILD PERMIT Parcel No: 2103 - 122 - 0901 -5 Site Address: 1850 LIONS RIDGE LP VAIL Location: Total Fees: $1,776.19 This Payment: $1,645.74 Total ALL Pmts: $1,776.19 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- BP 00100003111100 BUILDING PERMIT FEES 483.00 PF 00100003112300 PLAN CHECK FEES 398.74 RF 11100003112700 RECREATION FEES 30.00 UT 11000003106000 USE TAX 4% 730.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADO Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R090001505 Amount: $130.45 10/21/200911:49 AM Payment Method: Check Init: SAB Notation: 3606 WORLD VIEW ----------------------------------------------------------------------------- Permit No: B09 -0264 Type: ADD /ALT SFR BUILD PERMIT Parcel No: 2103- 122 - 0901 -5 Site Address: 1850 LIONS RIDGE LP VAIL Location: Total Fees: $1,776.19 This Payment: $130.45 Total ALL Pmts: $130.45 Balance: $1,645.74 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- BP 00100003111100 BUILDING PERMIT FEES 130.45 Separate permits are required for electrical, plumbing, mechanical, fireplace, etc. Project Street Address: �7 c 0 R � � & h ' e J Ugw (Number) (Street) (Suite #) Building /Complex Name: Contractor Information: P � Company: K ( � QaA *QC n Company Address: r0 zox 601•y p ' q City: �e M State: CC) Zip: 9\W1 Contact Name: 1 I e c y Q ` ,p �ec� =�oy1' Contact Phone: E -Mail a co n%Vivc-V on e c key Town of Vail Contractor Registration No.: q 90 Contractor Signature (required) Property Information Parcel #: Z 03 �Z-Z O �( O (For parcel #, contact Eagle County Assessors Office at 970 - 328 -8640 or visit www.eaglecounty.us /patie) \\ __ ? Lot #: �� Block # GL Subdivision: \"rK6 41688 q Tenant Name 'bX3:} Owner Name: AlJVE" e wbo Valuations (Labor & Material)) Building: $ Plumbing: Electrical: $ gOC $ x Mechanical: ! $ Total: $ 1 �I •MA i� At,--.p I Office Use: ff /' G //,, Project #: T 0J U ` — V DRB #: UM �!'O y 01 Building Permit #: _( �J T Detailed Description of Work: c"A 9e V. � _ t 1 11 • Syr • • RMN (use additional sheet if necessary) Work Class: New ( ) Addition ( ) Remodel PL)- Repair ( ) Other ( ) Work Type Interioiq>4_Exterior(!�1_) Both KC _ Type of Building: Single- Family(Vq-Duplex ( ) Multi- Family ( ) Commercial( ) Other( ) Does a Fire Alarm Exist? Yes- No( ) Monitored Alarm? Yes No( ) Does a Sprinkler System Exist? Yes ( ) NoQ # & Type of Existing Fireplaces: Gas Appliances ( ) Gas Log ( I ) Wood /Pellet ( ) Wood Burning ( ) # & Type of Proposed Fireplaces: Gas Appliances ( ) Gas Log ( ) Wood /Pellet ( ) Wood Burning ( ) ��'� U Date Receive SEP 2009 Orr �A@- TOWN OF VAIL a 1 8 -Jun -09 BUILDING PERMIT APPLICATION r tructural W � 0@� esi J lutions .inc E N G I N E E R I N G Date: 10.09.09 To: Letter of Record Martin A Haeberle Town of Vail Chef Building Official � C OPY Town of Vail 970.479.2142 Proiect/Job Number 1850 Lions Ridge Loop Remodel Job # 0308 -09 PO BOX 2494 AVON, CO 81620 PH. 970.949.7100 FAX. 970.949.3377 OCT 19 2009 TOWN OF VAIL This "Letter of Record" is in regards to the "Structural Comments" for the above referenced project. The following comments from the Town of Vail are followed by their remedies: Please clarify if welding is to be field welded, requiring special inspection. Plans indicate it is not Please refer to clouded area on sheet S2 under plan notes number 5. Responsibility for the existing wall system to perform as proposed by removal of fill needs to be verified by special inspection and any plans associated with this to be provided. This is to be provided by a licensed engineer. May be deferred but must be so indicated. The existing foundation wall has been checked for lateral loads and for bearing pressure based on assumed values as indicated on sheet S1, General Notes, under Foundation Design. The values must be verified as indicated in these general notes. If you have any questions or concerns please call me at 970.949.7100. s inned: �erey P. Leonardo, P.E. President r U; � rO � SS1ON E?05TIN5 GONC.R =TE PAN -- FIR57 10' OP HEATED OONL' DRIVE a 5% GRADE - . PORTION OF 1£ATED DRIVE IN THE TOM OF VAIL IZ16147 OF WAY TO BE ON SEPARATE ZONE i�3F51�."`7F ;SCn 4i�iP S 112 N Byro \\ 4 LOT 20 GONTRA67OR TO PROVIDE \ EROSION E.ONTROL FENCE AND HAY BALES BET4EEN LOT 20 AND GRAND TRAVTRBE OPEN SPACE TO C.APTUFI= R11:OFF .- .._....._,_ 1 OFFICE COPY aJT i J 1 t \ ` ` s \\ 2' PAGE! B0IRPER RrTALNIN& 'LOT 16 GRAND TRAVERSE OPEN SPACE ` TRA67 A m N CONTOUR INTERVAL = 2' X1r Wood Desi G Deibel Residence s� = ui East De e ad s , , y Date Revisions Sheet No. W oodb ur y 1400 Birmingham MI 48009 248 647 3640 T Vail Colorado f t. L ? Scale 248 647 3680 F .;.IzR rc ' L woodburydg @aol.com Drawn by Town of Vail TOWN OF� ti Section_ ACT 12 2009 TOWN OF VAIL NOTES: JE 1. T URVEY AND - :OPCVAtAPHIG DATA MICATED ON 71,45 PLAN 14A6 sk -KIED W UNIEW-C(INTAN EWNNFFiRR . 2 DATIri Et.EVAT60V. pp�L��AA�,�c ��y/�� GCRPE5P0NET5 T - , D � n SrM RAN. 3. D.45f1 •J^t1Ir:CMRIG RET'RFSENT5 ALPLAVI APPROVED x APING PLANT La:aT SYI'BOI. OUAN. G.(kII•NON 11,041E BOTAKC -A?. NA-C 51ZE . ... IGe.A r91Nk' PiENS s COLORADO BLUE BLUE SPRNX. IL t: G OF- ., e' O 2 FLOYETbW l.R.aU N'AL.US D COTTONWOOD PoRxar, AN6UUT.`FOL!A 3' G.:L T ASPEN POP.IL17S -11 TR-a2L r GAL. ® LIL.AG S GAL. � b POT©4TILL.A c•O. ENTILLA l °> 4L - KHANHI JACK .A N, L ;,AL NOT& AL.L. AREAS rTSTIRBED BY C.&6 yr non NLL a@ REVE LTATEU WITH NATIVE GRASSESS . - _ . lent Nice$ alai Code Validity of permit. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance f the jurisdiction. Permits presuming to give authority to violate o cancel the provisions of this code or other ordinances of the jurisdictio shall not be valid. The issuance of a permit based on construction doc nts and i other data shall not prevent the building official from req I g the qI�r cti,on of errors in the c ' documents and of ata. The y or e of a st 777 vv ere .n o : L, u� nrany�r or i nces of this jurisd �Iion. P!'. ^!S E��' M DATE: n s N O M� Lk 6 ..b RS. rfOOD LINE OF BLDG A ex--" r j PREF5 TREATED 2X6 S TUD WALL ,,IPIZESSURE TREATED FLYKOCO CJZAJ4- SIDE HINDON N01. 5EE 51 M PI.— LINE OF 5TONE STONE VENEER W OF 5C ABOVE NVTF-- I. ALL P#KOOYG O)ME14510HEI) TO CENTERLINE UN E55 OTHEPh4SE NOTEP. 2. VERIFY INTERIOR f=fNrLC-, "ni tl05CiEY C01 3. VERIFY CL05ET LAYOVI`5 .A?AZT 6 TK)5(3EY C4WTRJ)rTR)bL 4. VERIFY 6fJLW5 HESC5HT5 9 BREAKS ,VVANF"NAIS FbSB_EY C4O.5TRLrT4ON- )AER LEVEL FLOOR PLAN PL" NORTH �l I 4 ;'; - ;C' 4 ' r-r Woodbury Design G Date Woodbury 1400 East Maple RoaZ Delbel Residence 1�7 Revisions Sheet No, Birmingham Ml 48009 X70. 0 248 647 3640 T Vail Colorado Scale 248 647 3680 F woodburydg @aol.com Drawn by . ........ ... ... ............... . ... . q . .... .. .... . ......... .. ....... 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It CO � M N � f-- m X °0 O ai 00 mV Oo o: O rn rn C ( Iu J LIJ Q Q m0 G zLLJ 0 o0 00 r y c O 0 Q 0 0 J G (9 z W W z 0 z P R O J E C T: 0308 -09 DRAWN BY: JPL REVIEWED BY: JPL DATE: REVISIONS: PERMIT 09.03.09 REVISED 10.09.09 si 71 STRUCTURAL STEEL: GENERAL NOTES: 1850 LIONS RIDGE LOOP REMODEL JOB# 0308 - 09 ABBREVIATIONS LIST 1. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN DESIGN CRITERIA: ACCORDANCE WITH THE MOST CURRENT PUBLICATIONS OF EITHER AISC -LRFD, A. B. ANCHOR BOLT AISC 335 OR AISC -HSS. SPECIFICATIONS AND CODE OF STANDARD PRACTCE. ABV. ABOVE GARAGE FLOOR LIVE LOAD: 50 PSF ADJ. ADJACENT GARAGE FLOOR DEAD LOAD: 65 PSF 2. STRUCTURAL STEEL ROLLED SHAPES SHALL BE ASTM A50. TUBE SHAPES ALT. ALTERNATE BASIC WIND SPEED (3 SEC GUST): 90 MPH SHALL BE ASTM A500 GRADE B. PIPES SHALL BE ASTM A53 GRADE B OR ASTM ARCH. ARCHITECT WIND EXPOSURE: B A501. BLKG. BLOCKING SEISMIC DESIGN CATEGORY: C BM. BEAM IBC /IRC EDITION: 2003 3. ALL BOLTS USED IN STEEL FRAMING SHALL CONFORM TO ASTM BM. PKT. BEAM POCKET SPECIFICATION A325. ANCHOR BOLTS AND BOLTS USED IN TIMBER ERG. BEARING FOUNDATION DESIGN: CONNECTIONS MAY BE ASTM A307. CANT. CANTILEVER 1. DESIGN OF FOOTINGS IS BASED ON AN ASSUMED MAXIMUM ALLOWABLE 4. TORQUE INSPECTION SHALL BE PROVIDED AS REQUIRED BY THE BUILDING CLR. CLEAR BEARING PRESSURE OF 2000 PSF. INSPECTOR. CMU CONCRETE MASONRY UNIT COL. COLUMN 2. RETAINING WALLS HAVE BEEN DESIGNED USING AN ASSUMED LATERAL 5, EXPANSION BOLTS SHALL BE WEDGE TYPE "POWER" OR APPROVED CONC. CONCRETE PRESSURE OF 50 PCF FOR THE "AT REST' EARTH PRESSURE CONDITION. EQUIVALENT. MINIMUM EMBEDMENT SHALL BE 8 DIAMETERS UNLESS NOTED CONT. CONTINUOUS OTHERWISE. C.P. CRIPPLE POST 3. FOOTINGS SHALL BE PLACED BELOW FROST DEPTH ON UNDISTURBED SOIL DWL. DOWEL OR ON STRUCTURAL FILL COMPACTED AS REQUIRED BY THE GEOTECHNICAL 6. ALL WELDING SHALL BE DONE BY AN AWS CERTIFIED WELDER. EA. EACH ENGINEER. EQ. EQUAL 7, DELAY PAINTING WITHIN 3" OF FIELD WELDS UNTIL WELDS ARE COMPLETED. EXP. EXPANSION 4. SOIL VALUES AND CONDITIONS SHALL BE VERIFIED BY A REPRESENTATIVE OF EXSTG. EXISTING THE GEOTECHNICAL ENGINEER. BECAUSE SOILS INFORMATION WAS NOT 8. STEEL ANGLES THAT ARE USED TO SUPPORT STONE VENEER AND ARE IN F.D. FLOOR DRAIN AVAILABLE AT THE TIME OF PREPARATION OF THE CONSTRUCTION DOCUMENTS, CONTACT WITH CORROSIVE SOILS SHALL BE GALVANIZED AND SHALL BE FTG. FOOTING WE HAVE USED ASSUMED VALUES BASED ON SIMILAR SITES IN THE AREA. ATTACHED TO THE FOUNDATION WITH GALVANIZED OR STAINLESS STEEL G. L. CONSTRUCTION OF THE FOUNDATION MAY NOT PROCEED WITHOUT VERIFYING ANCHORS, GLUED LAMINATED THESE VALUES. REPORT ANY DISCREPANCIES FROM THE DESIGN ASSUMPTIONS HDR. HEADER TO THE STRUCTURAL ENGINEER, 9. STEEL BEAMS BEARING IN CONCRETE OR MASONRY BEAM POCKETS SHALL HORIZ. HORIZONTAL STRUCTURAL WOOD FRAMING: BEAR ON 1" MINIMUM OF SHIM AND ALL VOIDS SHALL BE FILLED WITH INFO. . INFORMATION NON - SHRINK GROUT. JOISTS K.S. KING STUD 1. EXCEPT WHERE NOTED OTHERWISE, ALL 2" NOMINAL LUMBER EXCEPT STUDS GROUT: LLV LONG LEG VERTICAL SHALL BE DOUGLAS FIR -LARCH #2 AND BETTER. ALL SOLID TIMBER POSTS AND LONGIT. LONGITUDINAL BEAMS 3" NOMINAL AND WIDER SHALL BE DOUGLAS FIR -LARCH #2 UNLESS 1. GROUT BENEATH COLUMN BASE PLATES AND STEEL BEAM BEARING PLATES LTWT. LIGHTWEIGHT NOTED OTHERWISE ON PLAN. SHALL BE NON - SHRINK, NON - METALLIC GROUT WITH A MINIMUM COMPRESSIVE LVL STRENGTH OF 2500 PSI. LAMINATED VENEER LUMBER 2. STUDS SHALL BE STUD GRADE AND BETTER HEM FIR OR DOUGLAS FIR - LARCH. MANF, MANUFACTURER GENERAL REQUIREMENTS: O.C. ON CENTER 3. FOUNDATION PLATES OR SILLS SHALL BE BOLTED OR ANCHORED TO THE fl? PLATE FOUNDATION WITH NOT LESS THAN 1 /2" DIAMETER STEEL BOLTS OR APPROVED 1. CHECK ALL DIMENSIONS AGAINST ARCHITECTURAL DRAWINGS PRIOR TO REF. REFERENCE ANCHORS. BOLTS SHALL BE EMBEDDED AT LEAST 7" INTO CONCRETE OR CONSTRUCTION. DO NOT SCALE DRAWINGS. CONTACT ENGINEER IF REINF. REINFORCING MASONRY, AND SPACED NOT MORE THAN 4 FT APART. THERE SHALL BE A DISCREPANCIES IN DIMENSIONS ARE DISCOVERED. SCHED. SCHEDULE MINIMUM OF TWO BOLTS OR ANCHOR STRAPS PER PIECE WITH ONE BOLT OR S.I.P. STRUCTURAL INSULATED PANEL ANCHOR STRAP LOCATED NOT MORE THAN 12" OR LESS THAN 4" FROM EACH 2. THE STRUCTURAL DRAWINGS DESCRIBE THE COMPLETED STRUCTURE, STL. STEEL END OF EACH PIECE. A PROPERLY SIZED NUT AND WASHER SHALL BE THESE DRAWINGS HAVE BEEN PREPARED FOR THE USE OF A QUALIFIED T TRIMMER TIGHTENED ON EACH BOLT TO THE PLATE. CONTRACTOR WITH EXPERIENCE IN THE CONSTRUCTION SYSTEMS AND T.B. THROUGH BOLT TECHNIQUES DESCRIBED. THE CONTRACTOR SHALL PROVIDE ADEQUATE T &G TONGUE & GROOVE 4. BOTTOM PLATES IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED SHORING AND BRACING IN THE PROPER SEQUENCE, AS MAY BE REQUIRED TO TO TOP OF LUMBER OR A LUMBER OF NATURALLY DURABLE MATERIAL, ACHIEVE THE FINAL COMPLETED STRUCTURE. THE SEQUENCE OF TOF TOP OF FOOTING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR. CONSULT WITH TOW TOP OF WALL 5. WOOD BEAMS BEARING IN BEAM POCKETS IN CONCRETE OR MASONRY THE ENGINEER FOR SHORING DESIGN AND RECOMMENDATIONS (NOT IN TRANSV. WALLS SHALL BEAR ON A TREATED 2x BEARING BLOCK. PROVIDE 1/2" CONTRACT). TRANSVERSE CLEARANCE AROUND END OF WOOD BEAM. PROVIDE 2x TREATED BLOCKING TRTD . TREATED EACH SIDE OF BEAM AT BEARING. 3. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS, METHODS SEQUENCES TS TUBE STEEL AND PROCEDURES FOR CONSTRUCTION OF THIS PROJECT. NOTIFY ER TYP. V TYPICAL 6. BOLTS USED IN FRAMING CONNECTIONS SHALL BE INSTALLED WITH STRUCTURAL ENGINEER OF ERRORS OR OMISSIONS IN THE CONSTRUCTION VERTICAL STANDARD WASHERS AND NUTS. DOCUMENTS IMMEDIATELY. DO NOT PROCEED UNTIL ERRORS OR OMISSIONS VIF VERIFY IN FIELD ARE RESOLVED. COORDINATE REQUIREMENTS FOR ALL PENETRATIONS W.P. WATERPROOF 7. REFER TO THE 2003 IRC TABLE R602.3(1) OR 2003 IBC TABLE 2304.9.1 FOR THROUGH STRUCTURAL MEMBERS WITH STRUCTURAL ENGINEER. JOBSITE W/ WITH MINIMUM FASTENING SCHEDULE. A COPY OF THIS TABLE CAN BE PROVIDED SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. UPON REQUEST. AS STATED IN SECTION 2304.9.5 OF THE 2003 IBC SECTION 2304.9.5: FASTENERS FOR PRESERVATIVE - TREATED AND 4. OBSERVATION VISITS BY THE STRUCTURAL ENGINEER ARE FOR CONNECTION SCHEDULE FIRE - RETARDANT - TREATED WOOD SHALL BE OF HOT - DIPPED ZINC - COATED DETERMINATION OF GENERAL COMPLIANCE WITH THE CONSTRUCTION GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. COPPER. DOCUMENTS. THIS OBSERVATION VISIT IS NOT AN INSPECTION. THE /-A\ DETAIL 1/S2 FASTENINGS FOR WOOD FOUNDATIONS SHALL BE AS REQUIRED IN AF &PA TECHNICAL REPORT No. 7. CONTRACTOR SHALL CONTACT THE ENGINEER AT THE APPROPRIATE TIME TO © SEE DETAIL 3/S2 SCHEDULE THIS VISIT. 8. UNLESS NOTED OTHERWISE, STEEL CONNECTORS SHALL BE USED TO JOIN 5. IF NEW CONSTRUCTION ADJOINS AN EXISTING STRUCTURE, THE RAFTERS, JOISTS AND BEAMS SUCH AS SIMPSON STRONG -TIE CONNECTORS OR CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMENSIONS, EQUIVALENT. ELEVATIONS AND ALL EXISTING CONDITIONS. UNDERPINNING AND SHORING OF EXISTING STRUCTURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 9. WOOD NAILER PLATES ON STEEL BEAMS FOR TOP - FLANGE HANGERS SHALL CONSULT WITH THE ENGINEER FOR SHORING DESIGN AND RECOMMENDATIONS BE RIPPED TO MATCH THE STEEL BEAM FLANGE WIDTH. (NOT IN CONTRACT). 10. AT BEAM BEARING LOCATIONS IN STUD WALLS, PROVIDE MULTIPLE -STUD 6. WHILE EVERY EFFORT IS MADE TO PROVIDE A COMPLETE AND ACCURATE SET POSTS EQUAL TO WIDTH OF BEAM UNLESS NOTED OTHERWISE. OF CONSTRUCTION DOCUMENTS, ERRORS OR OMISSIONS MAY OCCUR. RELEASE OF THESE DRAWINGS ANTICIPATES CONTINUED COOPERATION AND COMMUNICATION BETWEEN THE CONTRACTOR, ARCHITECT AND ENGINEER TO PROVIDE THE BEST POSSIBLE STRUCTURE. y M OCT 19 2009 TOWN OF VAIL , It O C) r*- ON Oil. It CO � M N � f-- m X °0 O ai 00 mV Oo o: O rn rn C ( Iu J LIJ Q Q m0 G zLLJ 0 o0 00 r y c O 0 Q 0 0 J G (9 z W W z 0 z P R O J E C T: 0308 -09 DRAWN BY: JPL REVIEWED BY: JPL DATE: REVISIONS: PERMIT 09.03.09 REVISED 10.09.09 si 71 STL. BM. PER PLAN W/ 2x BM. WIDTH DRIVE PINNED TO TOP OI L PER PLAN FLANGE @ 16" O.C. (E) -TOP OF CONC. z a 4 (E)- CONCRETE TOPPING FIND. WALL �T�a (E) -T &G PLYWD. INDICATES EXISTING —, ( _ _ — STUD PACK FROM ABV. E) -TO PLYWD. PER PLAN (E)- JOISTS PER PLAN (N) -TO STL. O O - � O O I��- (E)- LEDGER (NOTCH INDICATES EXISTING --- TIGHT @ NEW STEEL FOUNDATION WALL © CONN: BEAM & CONN.) J L 4x4x1/4x0' -7 W/ (4)- O - r �a 5/8" 0 x 6" EXP. ANCH. & L 4x4x1/4x0' -8 W/ (2) - 5/8" 0 x 6" EXP. ANCH. 8" 1 m INDICATES EXISTING FRAMED WALL O EXISTING FLOOR FRAMING WAS DESIGNED BY OTHERS AND IS NOT PART OF ANY NEW DESIGN PER 2003 IRC BUILDING CODE. STRUCTURAL DESIGN SOLUTIONS, INC. IS NOT RESPONSIBLE FOR ANY EXISTING DESIGN CONDITIONS NOR ANY EXISTING MECHANICAL CONNECTIONS. NEW CONSTRUCTION AND ITS SUPPORTING ELEMENTS HAVE BEEN DESIGNED PER 2003 IRC. — J SL- 6PINL —► (E)--LO PA M � 4E)--(4) 2�TQBE REMOVED iMf0 - W T2 — x 45 (FRAMED) JI TIGHTTO EXISTING SHEATHING' - 1r C U f (E) -LVL AT J w (E) -(3) -1 � 11 7/8 L\ > IN01 7A MAIN FLOOR ,R�aq/U `�jJ ti , �G r P;l��� FRAMING P SCALE: 1/4" = T -0 PLAN NOTES: 1. NEW POSTS CONTINUOUS BELOW ARE INDICATED: NEW POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED:[:] N 2. 0 INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET S1. 3. (E)- EXISTING FRAMING INDICATED AS THUS: (N) -NEW FRAMING INDICATED AS THUS: ( ). 4. NUMBER OF STUDS INDICATED ON PLAN FOR BUILT UP POSTS 5. IF STEEL TO STEEL CONNECTIONS ARE FIELD WELDED LOCAL BUILDING OFFICIALS_MAY REQUIRE WELD INSPECTION. �^ Il � N X 00 " SCALE: 3/4" = V -0 S2 rnrn STL. BM. PER PLAN W/ 2x BM. WIDTH DRIVE PINNED TO TOP (E)- CONCRETE TOPPING FLANGE @ 16" O.C. � J (E) -T &G PLYWD. 06 PER PLAN 0 (E) -TO PLYWD. — ��� PER PLA N (N) -TO STL. (E)- JOISTS PER PLAN (E) -STUD WALL _ PER PLAN (E) -TOW (2) -1/2" 0 x4" LAGS (E)- LEDGER THROUGH BOT. FLANGE OF STL. BM. (N) -TRTD. 2x6 STUD (N) -STUD PACK PER PLAN (E) -GONG. FND. WALL 2 SCALE: 3/4" = V -0 S2 0 CONN.: STL. BUCKET: 1/4" FITTED SIDE Res W/ (1) -3/4 "0 T.B. (E)- CONCRETE TOPPING BRG. R: 1/2" x 4" x BM. WIDTH �a — (E) -T &G PLYWD. PER PLAN (E) -TO PLYWD. PER PLAN (E) -EVE'S PER PLAN (N) -TO STL. 3/16 TYP " STL. BM. PER PLAN W/ 2x 4" MIN NOTCH LVL's OVER BRG, Il? BM. FLANGE WIDTH DRIVE - PINNED TO STL. @ 16" I TYP. 3/16" �� L l 1 _ SCALE: 3/4" = T -0 1 m INDICATES EXISTING FRAMED WALL O EXISTING FLOOR FRAMING WAS DESIGNED BY OTHERS AND IS NOT PART OF ANY NEW DESIGN PER 2003 IRC BUILDING CODE. STRUCTURAL DESIGN SOLUTIONS, INC. IS NOT RESPONSIBLE FOR ANY EXISTING DESIGN CONDITIONS NOR ANY EXISTING MECHANICAL CONNECTIONS. NEW CONSTRUCTION AND ITS SUPPORTING ELEMENTS HAVE BEEN DESIGNED PER 2003 IRC. — J SL- 6PINL —► (E)--LO PA M � 4E)--(4) 2�TQBE REMOVED iMf0 - W T2 — x 45 (FRAMED) JI TIGHTTO EXISTING SHEATHING' - 1r C U f (E) -LVL AT J w (E) -(3) -1 � 11 7/8 L\ > IN01 7A MAIN FLOOR ,R�aq/U `�jJ ti , �G r P;l��� FRAMING P SCALE: 1/4" = T -0 PLAN NOTES: 1. NEW POSTS CONTINUOUS BELOW ARE INDICATED: NEW POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED:[:] N 2. 0 INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET S1. 3. (E)- EXISTING FRAMING INDICATED AS THUS: (N) -NEW FRAMING INDICATED AS THUS: ( ). 4. NUMBER OF STUDS INDICATED ON PLAN FOR BUILT UP POSTS 5. IF STEEL TO STEEL CONNECTIONS ARE FIELD WELDED LOCAL BUILDING OFFICIALS_MAY REQUIRE WELD INSPECTION. �^ Il � N X 00 O� M Il_ Cq ci Gi 0 0 00 V rnrn a0 0 - i O Lo 2 0 J > � J c r 0 c — 0 z W W z C7 z LLJ o 90 J LU O 0 rr zW 0< 0 - i O Lo In 0 0 J > � J r P R O J E C T: 0308 -09 DRAWN BY: JPL REVIEWED BY: JPL DATE: REVISIONS: PERMIT 09.03.09 REVISED 10.09.09 S2