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HomeMy WebLinkAboutB11-0496 REV10 Drawings Exterior walls P1 to top of Wall approvedTRANSMITTAL FORM Project Street Address: __________ ______________________________ ___________ (Number) (Street) (Suite #) Building/Complex Name: ________________________________ Building Permits: Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) Building: $_____________________ Plumbing: $_____________________ Electrical: $_____________________ Mechanical: $_____________________ Total: $_____________________ Description of Transmittal/ List of Changes, Items Attached: __________________________________________________ __________________________________________________ __________________________________________________ __________________________________________________ __________________________________________________ __________________________________________________ (use additional sheet if necessary) Application/Permit #(s) information applies t o : A t t e n t i o n : ( ) Revisions ( ) Response to Correction Letter ____________________________________ __________________________ ___attached copy of correction letter ( ) D e f e r r e d S u b m i t t a l ____________________________________ __________________________ ( ) Other Use this form when submitting additional information for planning applications or building permits. This form is also used for requesting a revision to building permits. A two hour minimum building review fee of $110 will be charged upon reissuance of the permit. Date Received: Department of Community Development 75 South Frontage Road Vail, CO 81657 Tel: 970.479.2128 www.vailgov.com Development Review Coordinator For Office Use Only: F e e P a i d : R e c e i v e d F r o m : Cash _____ ____ Check # __ _ _______ CC: Visa / MC Last 4 CC # exp. date: A u t h o r i z a t i o n # Applicant Information (architect, contractor, owner/owner’s rep) Contact Name: ________________________________________ A d d r e s s : City _____________________ State: _______ Zip: ____________ Contact Name: _________________________________________ Contact Phone: _________________________________________ Contact E-Mail: _________________________________________ I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, design review ap- proved, International Building and Residential Codes and other ordinances of the Town applicable thereto. X___________________________________________________ Owner/Owner’s Representative Signature (Required) x New Submittal Submittal Cover Sheet 4/24/2015 Project:Strata - Vail OZ Architecture From:PCL Construction Services, Inc. 3003 Larimer Street 953 S Frontage Rd West Denver, CO 80205 Suite 302 Vail, CO 81657 SPECIFICATION SECTION NO. & DESCRIPTION PRIORITY STATUS CODES 1.3.C A - Immediate Response CONTRACTOR REMARKS:A/E REMARKS: CONTRACTOR'S CERTIFICATION: NAME AND SIGNATURE OF CONTRACTOR REPRESENTATIVE:NAME AND SIGNATURE OF REVIEWING AUTHORITY:Date: Ryan Kain Description of Item Submitted (Type, size, model number, etc.) b. Shop Drawings - Exterior Walls - P1 to Top of Wall Action A - Immediate Response B - Respond within 10 days C - Respond within 15 days Submittal No: Previous Submittal No: Date:Resubmittal CONTRACT REF. DOCUMENT Spec Paragraph Number e. Drawing Sheet Number f. 03300 - Cast-In-Place Concrete PCL Construction Services Inc. Contractor Project No: 5001410 03300-36 To: ACTION TAKEN A - Approved B - Approved as Noted C - Revise and Resubmit D - Not Approved I certify that the above submitted items have been reviewed in detail, are correct, and in general conformance with the Contract Drawings and Specifications except as otherwise noted. 5 6 Submittal Type c. Item a. 1 2 3 4 Please see attached PCL Submittal Review Notes Page. 7 8 9 10 REVIEWED FURNISH AS CORRECTED REJECTED REVISE AND RESUBMIT NOT REVIEWED SUBMIT SPECIFIED ITEMCHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGNCONCEPT OF THE PEOJECT AND GENERAL COMPLIANCE WITH THEINFORMATION GIVEN IN THE CONTRACT DOCUMENTS. ANY ACTIONSHOWN IS SUBJECT TO THE REQUIREMENTS OF THE PLANS ANDSPECIFICATIONS. CONTACTOR IS RESPONSIBLEFOR DIMENSIONSWHICH SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE:FABRICATION PROCESSESAND TECHNIQUES OF CONSTRUCTION;COORDINATION OF HIS WORK WITH THAT OF ALL OTHER TRADES;AND THE SATISFACTORY PERFORMANCE OF HIS WORK. Monroe & Newell Engineers, Inc. DATE 04/27/2015 BY: Concrete waspoured 1'-0" abovethe wall in this area.Acceptable to have3'-6" lap splice perRFI 0639 (PCL-RK)8" (PCL-RK) 8 " ( P C L - R K ) 0'-7"2'-11"1'-3"1'-0"1'-7"1'-3"Blockoutsper 3/A5.21 0'-7"3'-2"1'-9"1'-2"Concrete Column (12) - #6'svertically with #3 ties at 10" SeeS2.01-B for note at corner.(PCL-RK) C o r r e c t CorrectYes A l l b l o c k o u t d i m e n s i o n s t o b e a p p r o v e d / v e r i f i e d w i t h M E P e n g i n e e r s Correct, treat wall cornerbetween (2)-large MEPopenings as columnMEP/Arch toverify dimension P r o v i d e e x t r a w a l l r e i n f o r c i n g b a r s a r o u n d a l l o p e n i n g s p e r G e n e r a l N o t e 7 . F o n S h e e t S 1 . 0 , t y p i c a l . # 4 s t i r r u p s a t 1 0 " # 9 @ 8 " t o p a n d b o t t o m l o n g i t u d i n a l l y 1 2 ' - 0 " C o n c r e t e w a s p o u r e d 1 ' - 0 " a b o v e t h e w a l l i n t h i s a r e a . A c c e p t a b l e t o h a v e 3 ' - 6 " l a p s p l i c e p e r R F I 0 6 3 9 ( P C L - R K ) 1 4 " t o m a t c h h o r i z . s p a c i n g ( P C L - R K ) 5 ' - 7 1 / 2 " 3'-6" 5 ' - 7 " B l o c k o u t f o r L o u v e r s ( P C L - R K ) S e e S 2 . 0 2 - B f o r n o t e r e g a r d i n g o p e n i n g s i z e . M E P / A r c h t o v e r i f y s i z e o f o p e n i n g c a l l e d f o r i s a d e q u a t e . C o r r e c t P l e a s e v e r i f y ( P C L - R K ) 5'-7"(PCL-RK) S e e R F I 0 5 8 6 f o r f o r m s a v e r s t o e x t e r i o r . ( P C L - R K ) Concrete waspoured 1'-0" abovethe wall in this area.Acceptable to have3'-6" lap splice perRFI 0639 (PCL-RK) C o r r e c t RE: ArchOK Concrete Column (12) - #6'svertically with #3 ties at 10" SeeS2.01-B for note at corner.(PCL-RK) 1 ' - 1 0 " T h i c k n e s s 8 " # 6 a t 1 4 " O C # 6 a t 1 4 " O C # 6 a t 1 4 " O C n e e d d o w e l b a r s p e r 1 / S 3 . 5 ( P C L - R K ) C a n b e # 6 p e r s c h e d u l e o n S 2 . 0 P - 3 A Correct RE: Arch C o r r e c t 9 " N e e d ( 2 ) # 5 r e b a r d o w e l s 2 ' b y 3 ' a t 1 ' - 0 " O C p e r d e t a i l 1 3 / S 3 . 4 . I s i t a c c e p t a b l e t o l e a v e d o w e l s s t r a i g h t a n d f i e l d b e n d p r i o r t o s l a b p o u r ? ( P C L - R K ) I n s i d e f a c e r e b a r t o e x t e n d t o t o p o f s t o n e v e n e e r . A d d i t i o n a l b a r s w i t h d e v e l o p m e n t l e n g t h r e q u i r e d p e r d e t a i l 1 3 / S 3 . 4 SECTION 12 S E 3/4" = I'-O" STONE VENEER AND CAP RE: ARCH 3 / 4 z2" PAVER ON SAND RE: ARCH 3'-Q" 4" PROTECTIVE fWEARIN©; SLAB RE: I/S3.4 0 4 • 4 _i **5 X AT r-2) 3 CAST IN PLACE CONCRETE SLAB WITH REINFORCIN©. RE: PLAN <3 • a. « RE: PLAN \| VVI AND ^ -2\- ^ SCHEDULE FOR \ 2 k ^ WALL ? x REINFORCIN© \ \ ^ t HI© H C O M P R E S S I ST R E N © T H R I © I D INS U L A T I O N -f'y"X--Y ^'7=7 4 HOT TUB RE: ARCH. 77 A" T O P P I N © SL A B . R E : 2 / 3 3 A <A 1 <fi A a CONCRETE BEAM WITH HORIZONTAL REINFORCIN© RE: I/S3.0 AND #4 X AT 2'-0" PLAN AND SCHEDULE 10" ^riiifTEinli 311=111=111: i=m! al \ 44 14 r • ' • CONCRETE BEAM RE: PLAN AND SCHEDULE 1/ i-z UJ D 43' RE: PLAN ^ 4 X I 3'-0" MIN. a q5 ' - 3 " Vz I-Q. ID » I 0 4 0 D R A I N Z _l UJ i UJ _l > IO" 3 UJ 7 / I » Q 13 m 1 1 13 > a 4 • <1 a X I I al 0 < z 4-A I I 51 **b AT IO" CAST IN PLACE -CONCRETE SLAB AT I ,-6" Correct Y e s i t i s a c c e p t a b l e t o f i e l d b e n d t h e # 5 d o w e l s p r i o r t o s l a b p o u r C o r r e c t 1 ' - 6 " T h i c k n e s s 1 5 " 8 " M i s - l e a d i n g l a b e l s i n c e t h e r e a r e ( 2 ) - P o u r 7 ' s p e r k e y p l a n Corre c t . 1'-6" w a l l f r o m G r i d 17-G r i d 1 5 . 2 . 2'-0" w a l l f r o m G r i d 15.2- G r i d 1 4 . 4 . 1'-4" w a l l f r o m G r i d 14.4- S t a i r B N o r t h 1'-6" wall 2'-0" wall 1'-4" wall 1 5 " f o r 1 ' - 6 " w a l l 1 8 " f o r 1 ' - 4 " w a l l S e e p l a n f o r 2 ' - 0 " w a l l s