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Home My WebLink AboutPRJ08-0246 B08-0226.PDF � ,�► � .� �'� � . ,, , � � �I � � � ��I�� UI�C�I V �9� i=O��TO i=�TC� ��4fL, CO 81�� 9��- �� - �2�� ; � f � � �� . �o�� . ��00� �� 1� / � 1�� f0�1� t sor� �� ssoc►��s � ��. ��C� fO�I � ��. ��1�� 10�� .o. �ox 9 � � 2 �� c,��ro� s�� ,��, co 8��3� ° �� 9�Q�- 328- 2388 � �� 9�� - 328-�2��C��X� � � � _ � � � I � � �� - �.�.� . _ � C� Q � � _ [� C� � O � � D �uN 2 � 2ooa TOWN O�' VAIL :,,'�'p� C 0```' ti'�� t��'�O �'7� Q r � * : '� �� . , 1C�� . �'��0 A�t�►� --.:..�:r:-� , �Y'S'°"S DU NCAN DECK REMODEL J°B "° o �8�� 0 VAIL, COLORADO DATE �i��i�8 ° COVER SHEET � SHEET . 0 � _ o ISOM & ASSOCIATES A1 DRAl11N BY � P.O. Boz 9 Eagle, Colorado 81631 (970) 328-2388 FAX 328-6266 , oF _ � \ _ � � �� a � � _ NEUJ 2 - 2x10 � LEDC;ER EXISTINCx IUALL � QZ N � N N W J IST NA E w X t P zW �� NE 6 x 6 NEW GOPPER CxUTTER AND NE 6 x 12 BE DOWNSPOUT V O � _ @ 0 EXIST. GONST. BEYOND r ^ , � x � � w NEW RAILINC� PER z GODE NEW ST,41R TO MATCH EXISTINCz NE 3 2 x 0 M MAIN LEYEL x TO.FIN FLR BOARD N�W 6 x �o EXISTINCx GOLUMNS CONGRETE PIERS FLOOR FRAM I NG PLAN 2 ��4�= ��-m� LOIUER �EvEL T.O FIN FLR 3 EAST ELEVATION . ,��.�_ ,�-m� EXISTINC� UJALL -'��, � � � EXIST. GONST. BEl'OND NEIU RAILINC� PER GODE r- � 0� IJPPER LEYEL TO FIN FLR NEW COPPER CxUTTER AND DOWNSPOUT EXIST. CONST. BEl'OND � NEW RAILINCx PER CODE NEIU R4ILINC� PER GODE 44'-0" `�'-m' NELU �o x 6 WOOD COLUMNS NEW 6 x (o LUOOD COLUMNS i�� CO �' �1� i A�� MAIN LEYEL s.�• !� S TO FIN FLR �. t� NEW WOOp BRAGES TO MATCN , EXIST. , �� 3 REPAIR STUCGO TO MATCH MAI N LEVEL FLOOR PLAN � �"�s �k�� x►st. � �:.,.f� � �� y,�, .� EXIST. GONST. BEl'OND 1/�'= 1'-m" EXISTINCs CONGRETE PIERS TO REVISIONS D U N CAN D E C K RE M O D E L �OB NO REMAIN 0 �8�� ow�R�.�� VAI L, COLORADO DATE - (O�1 f��8 TO FIN FLR . ° PLANS AND ELEVATIONS � � SHEET 0 r o ISOM & ASSOCIATES AZ _ S O U T H E L EVAT I O N DRAWN BY � P.O. Hox 9 Eagle, Colorado 81631 (970) 328-2388 FAX 328-6266 �' 1��'= 1'-m' — of � � N�UJ "TR�X" 2x� �4CCENTS ' DECKINC� CS�,DDLE� _ 01�ER EXISTINC� Fi�,4MINC� � N�UJ 2 x � CED�4R R�41L - C1��41"IFER�D NEI,U 2 x � CEp�4i� R�41L EXISTfNC� �L001�. N�UJ 31" SQU�4R� i=fCKETS �1' "FORT�SS" C,4NTfC�U� �RONZE"� Fiz01"� R LU Si�EC1,4LTf�S N�UJ 2 x � CED,4fi� R�41L N�LU - 2 x - STIFF�N�i�s -. ° MET�4L �L,4S1�1`l�l� ° E�4C� SID� OF UJ�� NEUJ - 2 x 12 izf 1„� 80�4fi�p — OYER 2 x - B�4CKER C,4ULK � EXfSTfNC� JOIST � �XfSTINC� ST�UCTUR� , �XISTINC� COi�BELS �XfSTINC-� UJ,4LL E X I ST f NC� STUCCO N�UJ "TR�X" 2x� �4CC�NTS N�UJ 2 x � CED�4i� DEGKfNC� CS�DDL�� i�,a,fL - CN�,M�ER�U O�ER �XISTf�1C� FR�41„�INC� N�UJ 2 x � CE D,4i� iz,4 f� 4 � . NEUJ 31" SQUr4i�E PICKETS E "FORT�SS" C�4NTIC�UE BRON; EXISTfNC� FLOOi�. FROi"� R UJ SPECI,4LTIES �4C ISTC� SUC - N�UJ 2 x 4 CED�4R R�41L MAIN LEVEL M�T�4L FL S INC� M T.O. PLY. EXISTINC� BLOCKINC� �� OLT�U 2 - 2 x - "Sfl"�PSON" CONNECTOfizS NEUJ 2 x 12 C�D�4R RI1"� • L�DC��fi� �4ND JOIST N,4NC��i�S o T�'i�. 80�4izD OYER 3 - 2x 1Q� ' o BE,41"� " EXISTfN� JOIST a o N�I.0 � x 12 �E�1"� EXf STINC� UECK ,4ND CUT TJ I 'S, C�fizIND FL,4T TO FR�1"�INC� TO �� STUCCO, C�4ULK ,4LL R�1"�01�ED JOINTS � //1"�ET�4L �L�4SI�fNC� N�UJ � x � COLUI"�NS NEUJ � x � COLI�i„�NS "S I1„�PSON" JO I ST �,4��R EXISTfNC-� STUCCO L�,C� BOLT �ND C�LU� ,d,T ��4C1� TJ I TOP � BOTTOI"� "SI1„�PSON" CONNECTORS TYP. � �� MAIN LEVEL —�--""�• T.O. PLY. ° � ��' �0'�.%�� XISTf1�C� CONCRETE o �XfSTINC� CONCR�TE p ,� o i�f�RS i�fERS � t a � � � ' �• 1 a ;� � � . v k�il�l�, ��,.� ° ��ys�o �a�`��~`� ��._.. .�..� ° REYISfONS DUNCAN DECK REMODEL JOBNO. o � K804 v � , � VAIL, COLORAD DATE ° V��O�OS � ° � SECTION o SECTION 0 . a . 3/4"= 1'-0" Q SNEET � o ISOM & ASSOCIATES A3 DRAWN BY � P 0. Boa 9 Eagle, Colorado 81631 (970) 328-2388 FAX 328-6266 - of General Notes and Specifications GENERAL NOTES DIMENSIONAL LUMBER AND PRE-ENGINEERED JOISTBEAM PRODUCTS-CONT ' 8.BOLTS IN WOOD SHALL NOT BE LESS THAN 7 DIAMETERS FROM THE END AND 4 DIAMETERS 1 CONTRACTOR AND/OR OWNER SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY FROM THE EDGE OF THE MEMBER ENGINEER OF ANY DISCREPANCIES FOR CORRECTION OR VERIFICATION PRIOR TO COMMENCING WORK IN THE AFFECTED AREA 9 ALL NAILING SHALL CONFORM TO THE FOLLOWING NAILING SCHEDULE BRIDGING TO TRUSS,TOENAIL EACH END (2)gd 2 CONTRACTOR AND/OR OWNER SHALL NOTIFY ENGINEER OF ANY POSSIBLE OMISSION PRIOR BLOCKING BETWEEN STUDS EACH END (2) 16d TO THE CONSTRUCTION OF THE AFFECTED WORK TOP PLATE TO STUD,END NAIL (2) 16d STUD TO SILL PLATE (4) lOd TOE NAILS 3 ALL STRUCTURAL SUBSTITUTIONS TO BE APPROVED BY ENGINEER OR(2) 16d END NAILS DOUBLE TOP PLATE,FACE NAIL 16d @ 16"O C 4 GROUND SURFACE SHALL BE SLOPED TO DRAIN AWAY FROM THE STRUCTURE IN ALL CONTINUOUS HEADER,TWO PIECES 16d @ 12"O C DIRECTIONS AT A SLOPE OF AT LEAST 1 FOOT FOR THE FIRST 10 FEET AND 2%THEREAFTER ALONG EACH EDGE ROOF DOWNSPOUTS AND DRAINS SHALL DISCHARGE WELL BEYOND THE LIMITS OF ALL ROOF TRUSSES TO BEARING PLATE (2) lOd&REF BACKFILL FINAL GRADING AND DRAINAGE TO BE INSPECTED AND CERTIFIED BY BUILDING SECTIONS DEPARTMENT PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY 1NSTALLATIOI�I, CONTINUOUS HEADER TO STUD,TOENAIL (4)8d FLTNCTION AND DAYLIGHT OF FOUNDATION DRAIN TO BE INSPECTED AND CERTIFIED PRIOR TO BUILT UP CORNER STUDS 16d @ 24"O C . ISSUANCE OF CERTIFICATE OF OCCUPANCY DOUBLE STUDS lOd @ 12"O C DIltECT 5 DESIGN LIVE LOADS ARE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE,2003 DIAGONAL BRACE(@ ALL CORNERS)TO STUD AND PLATE 16d(3)@ EACH STUD EDITION WITH THE FOLLOWING MINIMUM CRITERIA END NAIL SNOW LIVE LOAD 80 PSF+DRIFTING NOTE 1)COMMON NAILS SHALL BE USED ROOF DEAD LOAD 10 PSF+ 10 PSF AT OVERFRAME DECK LIVE LOAD 100 PSF 2)WHEN POSSIBLE NAILS DRNEN PERPENDICULAR TO THE GRA1N FLOOR DEAD LOAD 10 PSF ARE TO BE USED INSTEAD OF TOENAILS WINU V-3s 110 MPH V-fm 75 MPH 10 CUTTING,NOTCHING, OR DRILLING OF STUDS OR FLOOR JOISTS SHALL BE PERMITTED ONLY AS DETAILED OR APPROVED BY THE ENGINEER BASIC SEISMIC 11 WOOD BEAMS MADE OF 2 OR MORE 2X'S SHALL BE NAILED TOGETHER WITH 3 ROWS OF 16d FORCE RESISTING SYSTEM LIGHT FRAME WALLS WITH SHEAR PANELS AT 12" O C FOR A THREE PIECE MEMBER,INSTALL THE SPECIFIED NAILING EACH SIDE DESIGN BASE SHEAR 18K ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE METHOD 12 WOOD LINTELS AND HEADERS SHALL HAVE A FULL 3"LENGTH OF BEARING AT EACH END, UNLESS OTHERWISE NOTED 13 SPACING OF BRIDGING FOR TRUSSES SHALL NOT EXCEED 8 FEET UNLESS APPROVED BY MANUFACTURER DIMENSIONAL LUMBER AND PRE-ENGINEERED JOISTBEAM PRODUCTS 14 SILL PLATES TO BE BOLTED TO FOUNDATION WILL WITH %"DIA BOLTS AT 4'O C MAXIMUM EACH SILL PLATE TO HAVE A MINIMUM OF 2 BOLTS WITH ONE BOLT LOCATED 1 ALL WOOD MEMBERS SHALL BE HEM FIR(HF)OR SPRUCE-FIR(SPF)GRADE#2 MARKED BY A WITHIN 12" OF EACH END OF EACH PIECE RECOGNIZED GRADING AGENCY(WCLIB &WWPA) STRUCTURAL WOOD FRAMING AT ROOF TO - BE GRADE#1 MINIMUM OR ENGINEER APPROVED EQUAL 15 UNLESS NOTED,EXTERIOR WALLS TO HAVE 2X6 STUDS @ 16"O C 2 ALL SILLS OR PLATES RESTING ON CONCRETE WHICH IS IN CONTACT WITH EARTH OR 16 TOP PLATES OF ALL WOOD STUD WALLS TO BE(2)2X(SAME WIDTH AS STUDS)LAP 48"M1N RESTING ON FOUNDATIONS, SHALL BE PRESSURE TREATED SOUTHERN PINE NO 2 WITH NOT LESS THAT(6) 16d NAILS AT EACH LAP AND NOT MORE THAN 16"BETWEEN NAILS � SPLICE AT STUDS ONLY ' 3 MOISTURE CONTENT OF WOOD AT TIME OF PLACING SHALL NOT EXCEED 19% 17 FLOOR AND ROOF JOIST PRODUCTS SHALL BE MANUFACTURED BY TRUS JOIST MCMILLAN 4 ALL MEMBERS GIVEN ON DRAWINGS ARE NOMINAL DIMENSIONS OF BOISE,IDAHO OR ENGINEER APPROVED EQUAL THESE 1NCLUDE TJI'S,LAMINATED VENEER - LUMBER,RIM BOARDS,AND LVL HEADERS INSTALLATION DETAILS FOR BLOCKING,BRACING 5 ALL SHEATHING SHALL BE APA R.ATED 5HEATHING AND CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE MANUFACTURER 6 ALL FRAMING ANCHORS,POST CAPS,BASES,HANGERS, STRAPS,ETS, SHALL BE AS 18 LOAD BEARING HEADER TABLE MANUFACTURED BY SIMPSON COMPANY OR ENGINEER APPROVED EQUAL OPEI�TING WIDTH HEADER SIZE 7 ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS 3' (2)2X12 HEM-FIR ALL BOLT HOLES IN WOOD SHALL BE DRILLED 4' (2)2X12 HEM-FIR 5� (2)2X12 HEM-FIR 6� (3)2X12 HEM-FIR g� (3)2X12 HEM-FIR 10' (2) 1%4"X 11%"ML 12� (2) 1%"X 11%"ML 16' (2) 13/"X 14"ML ...°s'"s�,,,.�s �� p�� , ti � ! � .� . � �� : � �:��. `��,�,�!; , � �� .-� '�...�._.�:. REVISIONS D U N CAN D E C K RE M O D E L � �OB NO Q I�CJ�C/� 0 VAIL, COLORADO DATE �i��i�8 � ° GENERAL NOTES , � SHEET . � _ - o ISOM & ASSOCIATES A4, DRAWN BY � P.O. Bog 9 Eagle, Colorado 81631 (970) 328-2388 FAX 328-6266 _ of \ L� � � � -- — — LO T 8 . � FOUND �� ` / • AL. CAP MONUMENT � LS 30116 / \ `� '�/ L o � � \ '\ \ \ \ \ \ �` \ �� ----___ �� _` �o �� 40� �C R,p � w> .�� N��4�,s �� 7''yV a ry�. 9g.68, , �o� �N �3°� NOTES \ 22'9� �'� DATE OF SURVEY: JULY 15, 2008. BASIS OF BEARINGS: BEARINGS ARE BASED ON ?HE PLA7TED BEARINGS OF VAIL/POTATO PATCH, AS ESTABLISHED FROM THE PROPERTY MONUMENTS SHOWN o � HEREON. c� � PURPOSE NOTE: THE PURPOSE OF THIS MAP IS T4 SHOW THE LOCATION OF THE �� r CONSTRUCTED DWELLING AND DECK. '� w �� • l� �/� �� THIS IS NOT AN IMPROVEMENT LOCATION CERTIFICATE, THERE MAY BE ry� 2,7� 23 8 �O ADDITIONAL IMPROVEMENTS THAT WERE NOT LOCATED FOR THIS MAP. � DEED AND RECORD INFORMATION: THE LOT LINES AND EASEMENTS ARE AS SHOWN 0 N TH E L� T � � FINAL PLAT OF VAIL/POTAT4 PATCH, RECEPTION N0. 129527. � STARBUCK SURVEYORS DID NOT PERFORM A TITLE SEARCH FOR THIS PARCEL. A TITLE POLICY WAS NOT AVAILABLE. THERE � ,�,�c/ MAY BE EASEMENTS OR RIGHTS OF WAY THAT ARE NOT SHOWN. ' ^' CONCRETE M� '�w STEPS � . � . o� W � DWELLING N � �V 1 � � �.s' °' SURVEYOR'S CERTIFICATE `� STONE PATIO FOUND I, RICHARD E. BORDEN, DO HEREBY CERTIFY THAT I AM A REGiSTERED LAND 1•6' AL. CAP MONUMENT SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, AND THAT � * LS 23069 ALL THE INFORMATION HER�4N IS TRUE AND ACCURATELY SF�� TO THE BEST `V 44.0' STAIRS OF MY KNOWLEDGE, INFORMATION AND BELIEF. ��,�, '�`°� 0 P.EP>�sl�>,! � �..... � •,,o ' o•� 43.9' N DATE: JULY 15, 2008. � � �...� � �- .� � °.�� N o ELEVATED �" 4 2. RICHARD E. BORDEN ° � x; o WOOD DECK �� P.L.S. 30084 :� 30084 ; ;� . - 0 0 0 4.2 :— � �� N W � °s • � � STEP tv � � � °•,��0�0��A�A��tiS��`e� 1�QOD POST ° aQaceoQe�cs� o �NP) N o � N � o Q N �i � 39.i' 43.9' 26.5' � � � � � � GRAPHIC SCALE � C.� ,a o 5 ,0 20 � z N � r-- Q ( IN FEET ) W 1 inch = 10 ft. �] N � O O ° L o T � ( � L� C � M Notice: According to Colorado law, you must commence arty legal action based ^ 1 9 rn W � upon any defect in this survey within three years after you first discover " such defect. In no event may any action based upon ony dafect in this � 21,903 Sq.f t. M � survey be commenced more than ten years from the date of certification shown hereon. 0.503 Ac. CV m O) `n 079 0 � z Starbuck SurveYors P.O. Box 1584 • 0031 Eagle Park East Drive, Ea le, CO 81631 • �O g (970)328-7208 ; � IMPROVEMENT LOCATION � FOUND LOT 27, BLOCK 1 ' � �` VAIL/POTATO PATCH 1 SE COR LOT 27 , YELLOW PLASTIC CAP TOWN OF VAIL, EAGLE COUNTY, COLORADO . MONUMENT LS 11413 VAIL ASSOC DRN. BH C:\R128\208-26.DWG ` CHK. SHEET 1 OF 1 ' DATE 17 JUL 2008 JOB N0. 208-26 s - __ _ _ . ' � � ,'