The URL can be used to link to this page

Home My WebLink AboutB10-0396 plans 7 T O FLOOR � '%�� _ � � STORAGE ACCESS DOOR, EL 122�5�� / � e a` / �`�'p��* � HEA� NEIGHT AT 5'f0' 2'0' PAST /�---� y� '�r p■�J � �`,r� `��I��l� �*��^� 1 OPENING NEAD HEiGHT A T AT77C �./ 9 O F I i I n O'��a U � ' �?� is s•2° �- � a�lC.B-�A�C� � � � � � � .(\) y� p�� ap,� D HANDRAtI AT SIDE O ! v �� 9 '�� .3��1 d�leYi � ° � AND END WALLS �r � ;� � y- r� � � �o� 1 �' 2�� "/'i l�� ,' .� e� � 7 / ? V C EGRESS NANDON � � l � � STORAGE SPACE TO EXTEND � � - �� / OVER t/2 OF STAIR WELL l"O F L O O R � �a�� '�� , —�-,�-_ EL 116'8" � ��'�.��.�"/ � N� \ \ UV��1\ � O O NEW STAIR TO STORAGE, � �� 10' MIN TREADS. 7 3/4" RISERS = � ' U BOItER IS EXISIING AND ENCLOSED IN A � 2�_�» WITH I7'S OWNS OMBUSTION A R�RE ¢ �� 0�� J 20• Z � � NEW METAL AND WIRE � j� ONilNUOUS 1 1/2° HANDRFlL MESH HANDRAIL, 36' TALL, � �� ` v "�' � O TO MEET ALL CODE n T O FLOOR _ � � REQUIREMENTS �` � �,�$�4�� p� 0 1 O„ � � j.0 � �j�"(�� N Typ � Q � , r— � � -------- .� �5,� ---- -- _ �^ �'J� ,� N N U m m EXISTING STAIR, NO CNANGE , ��Ti I �I� ^ i � i i i � � i � �IN � a c� L f� � .—I i i i i i i i i i � � � i i i i i i i i � � � i i i i i i i i � , � i i i i i i I I I I I I I ; 2 � � � � � � � � N NORTH BEDRO�M 3,_4„ , 5 „ 2'-1C��„ 5 -116 � WELDED 7 1�2'� METAL TUBE T O FLOOR � (t2) 10' TREADS MIN W/1 1/4' NOSING, W HANDRAIL, 36" TALL, WIRE EL 100�0° (13) RISERS AT 775' U METAL GRID, NO GRID SPACtNG Z r' GREATER THAN 4" � 4'VHEELOCK RESIDENCE - STORAGE STAIR �,�WHEELOCK RESIDENCE-SECOND LEVEL STAIR PLAN QW � � �f4»_1'-0" � 1/4"=1'-0" }• � � 3 g 2,_�„ ,,, o WOOD SIRINGER, 3/4° STAIR V TREAD, 3/4" HARDWOOD TREAD O � U OR CARPET, 1 1/4" NOSING � N 1 �,A, W o� � I HAI��'�Y � V�I� HALL ��- ��✓ VVED FOR CO[�� EXISIING CONCRETE FLOOR � �+�JIV L�0'11VCE j `n ��t� I z.Z r O HEADER TO SUPPORT FLOOR & ��o�• NEW STAIR ABOVE �.aOd . �a��i p�yT� 10� 0 �r 2'—11 " � �r/�nseu nhs/,o BEDROOM r�WHEE�OCK RESIDENCE STAIR SECTION BEDROOM 1/2"=1'-0" � 'SY�iEELOCK RESiDEAdCE-LOWER LEVEL STAIR PLAN 1 WHEELOCK RESIDENCE-SECOND LEVEL STAIP PLAN A 1 .O 1/4"=1'-0" 1�4,�-1'-0" _ �z�/ 0 � _ � �o��TOR �� oNF�R� GENERAL NOTES - THAT EXISTING FLOOR SLAB DOES NOT EXTEND INTO THE � I � N NEIGHBORS UNIT. IF IT DOE N � I u u I p � � � CONTACT ENGINEER. r I I II I I 1. GENERAL 7. CONCRETE � I � N M � I � p � A. THESE NOTES SHALL SERVE AS THE SPECIFICATIONS FOR THE STRUCTURAL A. ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE UNLESS NOTED. , N I � N V � I a � M PORTION OF THE WORK. CLEARLY IDENTIFY INTENDED USE FOR EACH MIX DESIGN SUBI�ITTED FOR N I � M I � I U � I APPROVAL. CONCRETE SHALL CONFORI� TO THE FOLLOWING TABLE: � ) � 8 ARCHITECT' S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. � � � E) STUD WALL BELOW � � � � E) STUD WALL BELOW � M E) STUD WALL BELOW � I � � N � I � � 1 � � � � � C. CHECK ALL DII�ENSIONS ON STRUCTIRAL DRAWINGS AGAINST ARCHITECTURAL �W�UW WX ' DRAWINGS. SIRENGIH �� SLUWP AGGR � � � M HATCHED AREA OF p � u � M us� � � c�r w � �� PRE CAST CONC. SLAB E) PRE CAST CONC � D. VERIFY OPENINGS THROUGH FLOORS, ROOFS AND WALLS WITH SACKS/CY. �n� NI � I TO BE RE�IOVED AFfER � I E WALL BELOW ARCHITECTURAL �IECHANICAL CIVIL AND ELECTRICAL REQUIREI�ENTS. I � M CONTRACTOR CONFlR�IS � � I �.�1 � M � ' FOOTINGS 3000 5.5 0.58 3-4 1 0-2 � _ _ _ _ _ _ _ _ p �I�Ntt WA�IONS �•�� 2)�3��I4 �� _ _ RINGER S�M 1 2. GOVERNING BUILDING CODE: IB�'2C'66� �do� j�� 0 LOW N �N NOTES: "o � + o C D N 3. LIVE LOADS USED IN DESIGN � � ' 1. TOTAL AIR CONTENT PERCENTAGE RANGE CHANGE TO 5-7 IF EXPOSED TO FREEZING TE�IPERATURES 0 REG� q E) PRE CAST CONC u I 5t•�1 5t•�1 ( D E) PRE CAST CONC ,, �,p� LL BELOW 2x8 TRFATED LEDGER `D J `�� °�' J � � WALL ABOVE & A. RESIDENTAL. . . . . . . . . . . . . . . . . o.•-••. ,S . . . .. . . . . . . . . . . . . . . . . . . . . . 40 PSF Q�,�B• R�c•.�` ' � --� � � BELOW B. ALL CONCRETE IN CONTACT WITH SOILS SHALL USE TYPE I-II CE�IENT. o•� � � �v0'.�� , 8 ATTACHED TO (E) PRE �, ; 2 1 x7 x STRINGER I � I �• 51.01 �p,� 4 4 �E ST NGE B L I GHT STORAGE. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . 125 PSF �;� ��3673 -.� (E)1 SHIPS IADDER ACCESS �.. � u �UP I C. RE I NFORC I N6: 1�I LD STEEL RE I NFORC I NG SHALL BE AST�I A615 WI TH A .O ,. � IN UPPER FLOOR C � � N � 2x8 TREATED LEDGER � ' M 4. DISCOVERY AND FIELD VERIFICATION I�INII�UI� YIELD STRENGTH 60 KSI, EXCEPT WHERE NOTED AS 40 KSI. ,4LL ��I�y�1'�'�� I E) STUD WALL BELOW �,01 �,�� N � � �gl�' I GE -- ATfACHED TO (E) ST NGE RE I NFORC I NG REQU I R I NG WELD I NG SHALL CONFORI� TO AST�I A706. WELDED �•.. .; � __ ____ _ _ - ��x,�� S� PRE CAST � LANDING A. DURING CONSTRUCTION, THE CONTRACTOR I�AY ENCOUNTER EXISTING WIRE FABRIC SHALL CONFOR�I TO AST�i A185. �5�;�� CONDITIONS WHICH ARE NOT NOW K�OWN OR ARE AT VARIANCE WITH � � Ot �\� �H G E) STUD WALL BELOW � E) STUD WALL BELOW PROJECT DOCUI�ENTAT ION (D I SCOVEFY). SUCH COND I T I ONS I�AY INTERFERE D. RE I NFORCEI�ENT PROTECT I ON �� N �'^ �,01 q � WITH NEW CONSTRUCTION OR REQUII� PROTECTION AND/OR SUPPORT OF 1. CONCRETE PLACED AGAINST EARTH. . . . . . . . . . . . . . . . . . . . . . . 3 -� � �� M M p �� N M EXISTING WORK DURING CONSTRUCTION� OR I�AY CONSIST OF DAI�AGE OR 2. ; CONCRETE PLACED IN FORMS BUT EXPOSED TO WEATHER OR EARTH: N � DETERIORATION TO STRUCTURAL �IATERIALS OR CO�IPONENTS WHICH COULD a. BARS #5 AND SI�ALLER. . . . . . . . . . . . . . . . . . . . . . . . 1-1/2 � � � JEOPARDIZE THE STRUCTURAL INTE(i�ITY OF THE BUILDING(S). � � j- 8. TI�IBER � � � B. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL DISCOVERIES HE ? „� BELIEVES I�AY INTERFERE WITH PR(PER EXECUTION OF THE WORK OR A. ALL TII�BER PRODUCTS SHALL BE IN ACCORDANCE WITH TtiE iJATiONAL V m � �" JEOPARDIZE THE STRUCTURAL INTE(�ITY OF THE BUILDING(S� PRIOR TO FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION, � � o / / PROCEEDING WITH WORK RELATED TC SUCH DISCOVERIES. LATEST EDITION. � v �.l � ' LO� FL�O R D EM 0 P V'1N � STO RAG E LO F f FL00 R P V-1N C� STO RAG E U P P ER FL00 R P V�N C� STAI R C. THE STRUCTURAL DOCUI�ENTS I�AY SFECIFY DII�ENSIONS, ELEVATIONS AND B. ALL LUI�BER SHALL BE VISUALLY GRADED AND HAVE A MAXIMUM I�OISTI;RE � > �°, � � � . � � CONSTRUCTION CONDITIONS TO BE FIELD VERIFIED. THE GENERAL CONTENT OF 19X. � � ti ��4� _ ��_p- � 1/4 = 1 -0 � 1/4" = 1'-0" C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R F I E L D V E R I F I C A T I O N O F A L L � °--�° � � � - - � SPECIFIED CONDITIONS PRIOR TO FROCEEDING WITH THE CONSTRUCTION OR C. FRA�IING LUI�BER: 2X DOUGLAS FIR-LARCH IN THE FOLLOWING GRADES: � W V � S FABRICATION OF ANY STRUCTURAL COI�PONENTS RELATED TO SUCH 1. GENERAL FRA�IING: STANDARD AND BETTER OR STUD. .... , �S C O N D I T I O N S. T H I S F I E L D V E R I F I C A T I O N S H A L L B E �I A D E I N A T I I�E L Y 2. S T U D S: N 0. 2 O R B E T T E R w � � o � � �I A N N E R S O A S T O C A U S E N O D E L A YS I N E X E C U T I O N O F T H E W O R K. 3. F L O O R J O I S T S A N D R OOF RAFTERS: N0. 2 OR BETTER. � o a °--' � �� 5. STRUCTURAL STABILITY DURING CONSTRUCTION 4. BEANS� STRINGERS, POSTS AND TIMBERS: N0. 1 OR BETTER. ` � D. BRIDGING: BRIDGE BETWEEN JOISTS OR RAFTERS WHERE NOI�INAL DEPTH- • �J I � A. THE STRUCTURAL DRAWINGS ILLUSTFATE THE COI�PLETED STRUCTURE WITH TO- THICKNESS RATIO EXCEEDS 5 WITH BEVEL-CUT DOUBLE- CROSSED WOOD ALL ELEI�ENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED A�dD BRACING, OR WITH SOLID BRIDGING 2 " THICK BY DEPTH OF ,.tAIST. END � -+�- BRACED. NAIL SOLID BRIDGING TO JOISTS; NAIL BOTH ENDS OF CROSS-BRIDGING. SPACE BRIDGING AS REQUIRED BY CODE. PROVIDE SOLID BLOCKING B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION I�EANS BETWEEN JOISTS AND RAFTERS AT SUPPORTS. AND �IETHODS. " (E) PRE CAST WALL (E) PRE CAST WALL (E) PRE CAST WALL � E. COI�PLY WITH I�INII�U�I STANDARDS FOR FRA�IING CONNECTIONS AS SET � 0 3RD FLOOR STORAGE / � 3RD FLOOR STORAGE / 0 3RD FLOOR STORAGE C. THE CONTRACTOR, IN THE PROPER ,.EQUENCE, SHALL PROVIDE PROPER FORTH IN IBC TABLE N0. 2304. 9. 1 AND AS DETAILED. / SHORING AND BRACING AS I�AY BE FEQUIRED DURING CONSTRUCTION TO � VERIFY GAP BEfWEEN (E) / VERIFY GAP BEIWEEN (E) ACH I EVE THE F I NAL COIAPLETED STFUCTURE. F. LAI�I NATED VENEER LUMBER (LVL) AND PARALLEL STRAND LU�IBER (PSL): / VERIFY GAP BEIWEEN (E) 1. ) LVL OR PSL PRODUCTS SHALL BE PLANT FABRICATED IN A ' / PRE CAST SLABS / PRE CA5T SLABS / PRE CAST SLABS D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES AS CONTINUOUS PRESS WITH ALL GRAIN ORIENTED PARALLEL TO THE � � � MANDATED BY FEDERAL� STATE AND LOCAL LAWS AND REGULATIONS. THE LENGTH OF THE �IE�IBER. � CHIP OUT EDGE OF IADDER � CHIP OUT EDGE OF CONCRETE � SOUD FlLL VOID W/ NON SHRINK GROUT CONTRACTOR SHALL EI�PLOY A "COI�FETENT PERSON" AS DEFINED IN OSHA 2. ) ALL LVL OR PSL PRODUCTS SHALL BE SUBI�ITTED FOR APPROVAL WITH � ACCESS AND EXPOSE EDGE OF � AND EXP05E EDGE OF � AFfER PRE CAST SLABIS REI�OVED REGULATIONS TO IDENTIFY SAFETY ISSUES. THE CONTRACTOR SHALL REFERENCE TO THE APPLICABLE CURRENT NATIONAL EVALUATION / (E) CONC PRE CAST SLAB / (E) CONC PRE CAST SLAB � EI�PLC�Y A ?QUALIFIED PERSON? AS DEFINED IN OSHA REGULATIONS TO REPORT PREPARED BY CABO, OR CURRENT EVALUATION REPORT / N CONTRACTOR TO VERIFY THAT � N CONTRACTOR TO VERIFY THAT � SPECIFY THE RESOLUTION OF SAFElY ISSUES. PREPARED BY ICBO. PRE CAST CONC SLAB IS NOT PRE CAST CONC SLAB IS NOT 3. ) LVL ME�IBERS SHALL HAVE THE FOLLOWING ALLOWABLE STRESSES: ��, CONTINUOUS INTO NEIGHBORS UNff. CONTINUOUS IKTO NEIGHBORS UN(f. ' 6. FOUNDATIONS - FOOTINGS a. FLEXURAL TENSION OR CO�IPRESSION. . . . . . . . . . 2600 PSI IF SO CONiACT ENGINEER IF SO CONTACT ENGINEER b. HORIZONTAL SHEAR. . . . . . . . . . . . . . . . . . . . . . . . . . 285 PSI \ / _ ,- \ / / A. A SOILS INVESTIGATION HAS NOT EEEN PERFORI�ED FOR THIS PROJECT. c. COI�PRESSION PARALLEL TO GRAIN. . . . . . . . . . . . 2460 PSI ,.�,-�--- - /� ' � (E) PRE CAST SLAB / / 1. ) THE OWNER SHALL EIAPLOY A CUAL I F IED GEOTECHN ICAL ENG I NEER TO d. CO�IPRESS I ON PERPEND I CULAR TO GRA I N. . . . . . . . 750 PS I / / / INSPECT ALL FOUNDATION EXCAVATIONS PRIOR TO PLACE�IENT OF e. �IODULUS OF ELASTICITY. . . . . . . . . . . . . . 1, 800, 000 PSI / RIGINAL SHIP LADDER ACCESS / (E) PRE CAST SLAB / CONCRETE FOR FOOTINGS. I,,..' / � / 2. ) THE GEOTECHNICAL ENGINEER SHALL VERIFY THAT THE SAFE BEARING G. LAI�INATED �IEI�BER SIZES SHOWN ARE NET; OTHER �IE�IBER SIZES ARE /r �► CAPACITY OF THE BEARING �IATERIALS MEETS OR EXCEEDS THE NOI�INAL. v `- j �� Iy / / ASSUI�ED TOTAL LOAD ALLOWAELE BEARING PRESSURE USED IN DESIGN � ` � _ ,� �� / �� r � / / AS STATED BELOW. H. SHEATHING: �. 3. ) THE GEOTECHNICAL ENGINEER SHALL PREPARE WRITTEN 1. ) CONFORM TO AMERICAN PLYWOOD ASSOCIATION (APA) DESIGN � �- � SPECIFICATIONS FOR SUITABLE BACKFILL IAATERIALS AND PERFOR�i SPECIFICATION, LATEST EDITION. SHEATHING SHALL BE z .� (E) PRE CAST WALL �� (E) PRE CAST WALL (E) PRE CAST WALL COI�PACT I ON TESTS ON APPRO�ED BACKF I LL PLACED AGA I NST CONT I NUOUS OVER THREE AOJACENT SPANS I�I N I�AUI�. � � - 0 2N0 FLOOR , S� � 2ND FLOOR 0 2ND FLOOR FOUNDATION WALLS� BELOW SIABS-0N-GRADE AND BELOW 2. ) FLOOR SHEATHING: 3/4 THICK TONGUE AND GROOVE APA RATED _1 C� � �� FOUNDATIONS. SHEATHING 32/16, EXPOSURE 1. NAIL TO SUPPORTS WITH lOd @ 6 � WQ � a INCHES O. C. AT ALL PANEL EDGES AND lOd @ 10 INCHES O. C. AT ' , `�� B. FOOTINGS SHALL BE PLACED ON UN[�ISTURBED NATURAL I�ATERIALS. THE INTERIOR OF PANEL. GLUE FLOOR SHEATHING TO SUPPORTS WITH � O � � 1C, � � �� ;y CONTRACTOR SHALL REMOVE ANY LO(�SE OR DISTURBED SOIL AND REPLACE "TITE-BOND" (OR APPROVED EQUIVALENT). CONSTRUCTION ADHESIVE � Q � v.S WITH NON-EXPANSIVE STRUCTURAL FILL COI�PACTED TO 95X STANDARD SHALL I�EET APA AFG-01. � W � J PROCTOR (ASTI� D698) AS APPROVE[� BY THE SOILS ENGINEER. � � Q , I. ALL TI�IBER CONNECTORS SHALL BE "STRONG-TIE" CONNECTORS AS � � C. TOTAL LOAD SOIL BEARING PRESSUFE USED IN DESIGN: . . 1, 500 PSF I�ANUFACTURED BY THE SI�IPSON STRONG-TIE CONNECTOR COI�PANY FOLLOW SUPPLIER' S INSTALLATION RECO�II�ENDATIONS. ¢ � J a S ECTI 0 N CC� E P R E CAST WALLS B S ECTI 0 N C� E P R E CAST WALLS C S ECTI 0 N C� E P R ECAST WALLS � w Q S 2. � 3/4 1 0 5 2.�� 3�4 - 1 0 5 2.�� 3�4 - 1 0 � � � J c, � �� Iail (� � W � � � � s E � 2x8 TREATED LED(ER (E) PRE CAST WAIL (2) � ��` �^ �� _ ROWS OF 3/8 0 EFOXY (E) PRE CJ1ST SLAB � END f� 3 9�/2x1�-0� y' ANCHORS W/ 2r W� (4) ��0 WA. W/ EI�BED. � 24' O.C. 3 EI�BED INTO (E) PRE CAST �a � � •3�•� 7 • �ALL NOTCH LEDGER AROUND (E) 2x S1UD WALL � V� C a � -- � � � CONN PER F/S2.C1 � SCHEDU D B ENGTH (L)X PRE CAST SLAB D BE N T f� 4 x5 WELDED TO � � �cr 2 � zo�a 1YP ENO PLATE. S T A I R S B E Y O N D / � (E) P R E C A S T W A L L T o w n o f Vai l � 2x JOISTS / TOP FLANGE HANGER � �� - � �� -rown� or- uAi�. LVL N RE: PLAN ' ' / � N o 2x LEDGER dc JOISTS N RE: PLAN � , � � � • SII�PSON 16GA CCNT. // o I o o I o s- � o / / / //� � (E) PRE CAST SLAB STRAP W/ �IIN Of I I � ' I -- � 16 NAILS PER SICE / o � o o � o � 4' I�IN � �j�/ � � � �j (E) PRE CAST WALL /j INTO LVL STUD / , / / // / �/ / / � � lYPICAL 2p 4" 2" 3x LEDCER RE: F/S2.D1 ��vr� of Vail / � � �/ / / / / �/2"0 BOLT 0 IANDING BEA�i /� , LVL N RE: PLAN . / (2) ROWS OF 3/4"0x4" " DRAWN BY: BTB / / / /j N � HANGER N RE: F�S2.01 ��VOEWED FOR COI�� DESIGNED BY: BTB , POST N RE: PIAN � FOR � OF BOLTS COIVIPLIANCE CHECKED SY: RBR R / 13/4x5�/2 LVL STUD LVL BEA�I N RE: PLAN Date: �/ 2Z, � � DATE: 10/20/10 � � / / / � // / REVISIONS: , y� ��---� � / �pN��p(� $q��(,E Code: ��5 PROGRESS SEf 10/2�/10 � � �/ / ' � %� � BEAII WWGER , , �� CO�IUEN1'S `� SII�PSON HUC48 NAX L # OF BOLTS LVL N RE: PIAN �2� �3�4 X7��4" LVL HWU3.56/7.25 11�/2" 4 - � �� 3�4�X��IB L HU7 MAX 93�4 4 - �- CONN PER F/S2.(�1 SHEET CONTENTS: ' TfACHED TO (E) W/ STAIR A�DITION D SECTION C� BEAM E SECTION Ca? LANDING F WOOD BEAM CONN C� CONC WALL G BEAM C� PRE CAST WALL S2�Q NO SCALE S2�0 NO SCALE 52�0 NO SCALE S2�Q 3/4" = 1'-0" (2 PLC) _ � JOB N0: 10060