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Home My WebLink AboutB13-0456 REV1 plans APPROVED i GENERAL NOTES 1. LIVE LOADS USED IN DESIGN: E. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE E. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH. RE: PLAN � � WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE PRO�/IDE STANDARD A. ROOF SLOPE STEEPER THAN 4:12 80 PSF STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES OF F. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL HOOK IF TENSION Ld. I'-O" CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. STRUCTURAL STEEL. THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO IS NOT DE�/E LOPE D � I B. ROOF SLOPE LESS THAN 4:12 100 PSF WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE Q �J 7. REINFORCEMENT CONTRACTOR. W C. TYPICAL FLOOR 40 PSF � '� � ° e' � o . � A. ALL REINFORCING SHALL BE HI6H-STRENGTH DEFORMED BARS CONFORMING TO ASTM G. WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHOWN ON THE , °. . .� � ' a aa � a D. EXTERIOR DECKS AND PATI05 100 PSF A615� GRADE 60 EXCEPT TIES� STIRRUPS AND PLATE ANCHORS WHICH SHALL BE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. z ' � a; .' �°a � � - e� ' � . �e . ' �i. .e . . DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60. Q . E. GARAGE FLOOR 50 PSF H. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR Q � ° � � , , o Q <a, e B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE. RE: PLAN O . '. ' .° ' �< ' ' � ° .q� b ' �1= .� F. IMPORTANCE FACTORS LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. W � � °; � < � � �. '�� _��j�� CATEGORY II I. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND � - a. a Q '� � ° �ea I' '� SNOW FACTOR IS I C. REINFORCEMENT PROTECTION UNLE55 NOTED OTHERWISE: ARCHITECTURAL DRAWINGS. e,, ° . a. •°� WIND FACTOR IW I 1. CONCRETE POURED AGAINST EARTH 3" � °� n. a°: ' SEISMIC FACTOR IE 1 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" Z ° ' � < . a ° " ' � +� � 3. COLUMNS AND BEAMS (TIE BARS� 1-1/2" J o . �' °. A °. °.a � < ' �a ae a. �< �� A� G. WIND 4. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4" a • � . TYPIGAL FOOTING 3 SECOND GUST 90 MPH � �� ` "°a '. a ,� . i REINFORGEMENT FASTEST MILE 85 MPH D. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH � , ..� EXPOSURE B SECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EDITION. � -IIII'I Q ��= BARS TO MATGH H. SNOW E. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR W 3'-O" TYPIGAL FOOTING ��' GROUND SNOW LOAD Pg 145 PSF AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLI�ES, WHERE PERMITTED, SHALL J REINFORGE ME NT v �� SNOW EXPOSURE FACTOR Ce 1.0 BE A MINIMUM OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER UNLESS NOTED T Y P I C,4 L S T E P P E D THERMAL FACTOR Ct 1.0 OTHERWISE. MAKE ALL BARS CONTINUOUS AROUND CORNERS. m FOOTINC� DETAIL I. SEISMIC F. PLACE TWO #5 (PER 8" THICKNE55) WITH 2'-0" PROJECTION AROUND ALL OPENINGS IN SITE CLASS D CONCRETE WALLS, SLABS, AND BEAMS. AL50 PROVIDE TWO #5 X 4'-0" DIAGONALLY AT � � � � ( �� M onro e & Ne w ell SSTEGORY 0.35g EACH CORNER. � Engineers, Inc. S1 0.081g G. CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS 3/4" = I'-O FOLLOWS: TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS. AV011 P.O.Box 1597 J. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. 8. STRUCTURAL STEEL 70 Benchmarl: Road, Suite 204 . a . . . Avon, Colorado 4162(1 K. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE 2012 EDITION. A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS ° . ° :a O70))4)-7768 ' #6 VERTIGAL (TYP.) � �° ° � �°� � FAx (970)949-40i4 WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE �OLUMNS WHICH a, ., . <. . tl � . e a ,� . � CMAIL avon(�z�moi�roe-newelLcom 2. DEFERRED SUBMITTAL SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST �^ ° ' a ° : , � � EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. A. DEFERRED SUBMITTALS PER SECTION 1063.4.1 SHALL BE SUBMITTED TO THE BUILDING MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. GORN E R BAR X �� <. DeriVer OFFICIAL AND THE DESIGN PROFESSIONALS AND REVIEWED PRIOR TO INSTALLATION. 1400 CTlenarm Place,Suite 101 B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT _ 3 -4� ° � Denver,Colorado 80202 B. DEFERRED SUBMITTALS ARE: CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED � HORIZON TAL � �a � � � (303) 623-4)27 1. STEEL FRAMING SHOP DRAWINGS OTHERWISE. � o° REINFORGEMENT � FAX (303) E?3-6(03 m � (TYP.) �MAIL denver@monroe-newell.com MATGH HORIZONTAL ° � C. ALL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF THE LICENSED C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE RE BAR SIZE AND a #6 �/E RTIGAL � PROFESSIONAL ENGINEER RESPONSIBLE FOR THE PREPARATION OF THESE DOCUMENTS. LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." SPAGING (TYP.) (TYP.) 3. TESTING, INSPECTIONS AND OBSERVATIONS: D. EXCEPT WHERE DETAILED OTHERISE, FABRICATOR SHALL SELECT STEEL ;� �a CONNECTIONS PER AISC "MANUAL OF STEEL CONSTRUCTION" (ASD), TABLE 11-A A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. AND/OR AISC "SIMPLE SHEAR CONNECTION MANUAL" WITH A325 N BOLTS (OR WELDED STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE EQUIVALENT) TO SUPPORT LOADS INDICATED ON THE STRUCTURAL DRAWINGS. WHEN � CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED LOADS ARE NOT SHOWN, SELECT CONNECTION TO SUPPORT 60% THE TOTAL UNIFORM . � �� INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL LOAD CAPACITY PER AISC "MANUAL OF STEEL CONSTRUCTION" FOR EACH GIVEN BEAM #6 VERTIGAL (TYP.) • a °;� � `. �<Q � a � .. o. a, o. Q ° : ^ <.< �.�.;�,: `�y°��;,�r� INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL AND SPAN. ^ ' �� , F�n� BUILDING CODE. u- • �3=`� P,aa#?!'6 s,. . E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY ; '�!'��Y< �-_s - ' _ B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-D1.1. GORN E R BAR X g • �we�,�' SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL. 3'-4" g -�p� "`K' TYPiGAL � ;r;�. 1. SOIL PREPARATION F. MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3/16" CONTINUOUS � GO HOOK + a. EARTHWORK EXCAVATION, PLACEMENT AND COMPACTION OF FILL FILLET UNLE55 NOTED OTHERWISE. , .�`��f" "�,,�- . AND IN-PLACE DRY DENSITY OF THE COMPACTED FILL FOR m� ''°��''•`°�''a'y��"' ` ��.� a +�'t�[-t;�•-r',. CONFORMANCE WITH THE APPROVED REPORT. G. FOR ALL BEAM/COLUMN OR BEAM/BEAM CONNECTIONS, PROVIDE HORIZONTAL SHORT MATGH HORIZONTAL 2. CONCRETE CONSTRUCTION SLOTS IN CONNECTION MEMBER ONLY (WT-SECTIONS, ANGLES OR SHEAR PLATES). RE BAR SIZE AND #6 VE RTIGAL a. PERIODIC INSPECTION OF REINFORCING STEEL. SPAGING (TYP.) (TYP.) b. PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX. H. PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL ° c. CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT AIR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE. LATERAL SYSTEMS AND DECKS ARE IN PLACE. d. CONTINUOUS INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION CORNE I� INTE IvSECT ION TECHNIQUES. I. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP e. PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS � � � � r �� TEMPERATURE AND TECHNIQUES. TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS. I O 3. STEEL CONSTRUCTION a. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION 9. NON-SHRINK GROUT 3/4" = I'-O � EXCEPT THE FOLLOWING: 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN A. NON-SHRINK GROUT SHALL BE PROVIDED: ACCORDANCE WITH SECTION 1704.3. 1. BETWEEN COLUMN BASES AND CONCRETE SUPPORTS. 3/16" MAXIMUM X I I/4" � b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT 2. BETWEEN BEAM BEARING PLATES AND CONCRETE SUPPORTS. DE E P SAW GUT , A � DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, 3. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH Q L� � WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE OF 6000 P5I PRIOR TO ADDING BUILDING LOADS ABOVE. J VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE d � � MADE OF WORK IN PROGRE55; AND A VISUAL INSPECTION OF ALL WELDS 10. WOOD • b e IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP � a x-e-.�C.-�=ic-d x�- ,z-a-z�-+-x-R-�-.� � WELDING. A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY ° �^ ° ° V a 1. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE. W E S T E R N W O O D P R O D U C T S A S S O C I A T I O N A N D C O N F O R M I N G T O I N T E R N A T I O N A L =1 1 1=1 1 1=1 1 1=1 1 1=1 1 1=1 1 1=1 1 1=1 1 1=1 1 1=1 1 1=1 1 1=1 1 1=1 1 1=1 1 1=1 1 1=1 1 1=1 1 1=1 1 1= 2. WELDING OF STAIRS AND RAILING SYSTEMS. BUILDING CODE AS FOLLOWS: ��=111-111-111-111=1ii=��=��_��_��_��=��=n1=111.-111-111�111=i11= O �� c. VERIFY WELD FILLER MATERIALS CONFORM TO AWS SPECIFICATIONS � AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE IS REQUIRED. 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI d. PERIODIC INSPECTION OF THE STEEL FRAME TO VERIFY COMPLIANCE 2" TO 4" THICK - 6" AND WIDER N0. 2 Fb = 900 PSI SAW GUT M WITH THE DETAILS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS 5" THICK - 5" AND WIDER N0. 1 Fb = 1350 PSI NOTE: SAWGUT W � SUCH AS BRACING, STIFFENING, MEMBER LOCATIONS AND PROPER NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR SL AB WITHIN 12 APPLICATION OF JOINT DETAILS AT EACH CONNECTION. TO ALLOWABLE STRESS INCREASES. HOURS AF TE R POUR � e. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS 5/8"4> X 2'-O" � � SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND B. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND ROD AT I'-6". MANUFACTURER'S CERTIFIED MILL TEST REPORTS. NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLE DIPPED OR BETTER). GREASED ONE GOLD GONSTRUGTION � f. PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS END - TYPIGAL JOINT - TYPIGAL � • FOR CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED C. TREATED SILL PLATE LUMBER MAY BE HEM-FIR, STRUCTURAL #1 GRADE. O CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF � COMPLIANCE. D. PROVIDE METAL CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL 2X WOOD JOISTS. J a x�� * _x° •% �_%�x'�v � � g. PERIODIC INSPECTION OF BEARING TYPE CONNECTORS WITH HIGH STRENGTH SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS ° « , � ° � � BO L T5. I S R E QU I R E D. W =111=111=111=111=111=111=111-111-111=111=111=111=111=111=111=111=111=111- W � 1. WHILE THE WORK IS IN PROGRE55, THE SPECIAL INSPECTOR SHALL � ��=111-111=111=111-iii=��=��_��-��_��_��=�ii=111=111-111=111-i�i- DETERMINE THAT THE REQUIREMENTS FOR BOLTS, NUTS, WASHERS AND E. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE Q � PAINT, BOLTED PARTS AND INSTALLATION AND TIGHTENING IN SUCH TABLE 2304-9.1 UNLE55 NOTED OTHERWISE. � STANDARDS ARE MET. FOR JOINTS REQUIRED TO BE TIGHTENED ONLY DOWE L E D � TO THE SNUG-TIGHT CONDITION, THE SPECIAL INSPECTOR NEED ONLY F. LAMINATED BEAMS � VERIFY THAT THE CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER 1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGlAS FIR LARCH AT T Y P I C�4 L S L�4 B ON C�RA D E � •� ` AND PROPERLY SNUGGED. LESS THAN 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL � - � szzES SHOWN ARE NET. CONTROL .4ND CONSTRUCTION JOINT 4. FOUNDATIONS 2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE �� WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF � � � � � �� A. MAXIMUM SOIL DESIGN PRESSURE 2000 PSF STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC. O 3. PROVIDE UNITS CONFORMING TO AITC 117, 24FV8, D.F. FOR CONTINUOUS B. CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT N0. 113 222A MEMBERS AND CANTILEVERS AND 24FV4, D.F. FOR SIMPLE SUPPORT MEMBERS. 3/4"=1'-O � � � BY HEPWORTH-PAWLAK GEOTECHNICAL, INC., DATED JULY 26, 2013. MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY � STAMPED ON EACH MEMBER. � O C. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY G. PLYWOOD DECK AND/OR ORIENTED STRAND BOARD. � CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL � �� SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD � ,/� /� ASSOCIATION. V� �� D. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE �� h n PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF E DGE OF GONGRE TE � > v�� SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS •� D1557 UNLE55 OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE � � � ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE: SOIL WEATHER SHALL BE OF THE EXTERIOR TYPE. REPORT FOR DESCRIPTION OF BEARING SOIL). 3. FOR FLOORING USE 3/4" T&G STURD-I-FLOOR SHEATHING GLUED AND NAILED � � � WITH 10D NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG �' E. CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 INTERMEDIATE SUPPORTS. . � INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT. REFER 4. FOR ROOF USE 5/8" (40/20 SPAN RATING) EXPOSURE I SHEATHING NAILED �` � TO SOILS REPORT FOR BACKFILL MATERIAL. WITH 10D NAILS AT 4" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG � INTERMEDIATE SUPPORTS. � � F. NO BACKFILLING SHALL BE PLACED AGAINST LOWER LEVEL WALLS UNTIL THE LOWER 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I PLYWOOD OR LEVEL FLOOR AND MAIN LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED. OSB SHEATHING NAILED WITH 8d (OR 10d) NAILS AT 6" ON CENTER ALONG PANEL CONCRETE SLABS SHALL BE PROPERLY CURED. EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES /� ` � SHALL BE BLOCKED. (2) #5 x 4'-O" W G. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES UNLESS NOTED 6. FLOORS AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN GE NTE R OF SLAB � � OTHERWISE ON PLANS. PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. OR WAL L 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND H. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS. T�P I C,4 L D E T,4 I L F O R O FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. � H. WOOD DECK RE -ENTRANT CORNERS �4T � I. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY C ON C R E T E UJ�4 L L S ,4N D S L,4 B S �� `- BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. WOOD DECKING SHALL BE 2x T&G DOUGLAS-FIR LARCH (E=1,700,000 PSI, Fb=1450 � � � � � �� PSI). PLANKS SHALL BE SPLICED AT CENTER OF SUPPORT MEMBERS WITH ADJACENT J. FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRAWINGS. PLANKS SPLICED AT ALTERNATE SUPPORT MEMBERS. EACH DECK PLANK SHALL BE SLANT-NAILED TO THE TONGUE OF THE ADJOINING COURSE WITH 8d NAILS AT 24" ON 3/4" = I'-O" 5. SLAB ON GRADE CENTER WITH ALTERNATE PLANK NAILING OFFSET 12". NAIL EACH PLANK TO EACH � SUPPORT WITH (2)-16d NAILS-1 STRAIGHT, 1 SLANTED. WOOD DECKING SHALL BE �� A. THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT GLUED IN THE GROOVE JOINT WITH 40% GLUE COVERAGE. Z'-p" /� ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE. THE #4 X 2'-O� �� CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION I. PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND AT I'-O" � REQUIREMENTS TO THE GEOTECHNICAI ENGINEER. SHALL BE "BCI-JOIST" AS MANUFACTURED BY BOISE CORPORATION. ALTERNATES SHALL BE REVIEWED BY THE ENGINEER. TO BE CONSIDERED, ALTERNATES SHALL I/2" ISOLATION B. MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED HAVE A LOAD CAPACITY IN BENDING, SHEAR AND DEFLECTION EQUAL TO OR GREATER JOIhlT TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE. ISOLATION THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING AND BRIDGING TO BE AS (I)-#4 AT Date 9-�9-ZO�3 DETAILS FOR PARTITION WALLS, BASEBOARDS, PIPING AND OTHER ITEMS MAY BE REQUIRED BY THE JOIST MANUFACTURER. EAGH NOSE REQUIRED. REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH J. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRE55 ---------- --- DI'8W17 B�/ AVN THE SLAB ON GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE. CAPACITIES: FB = 2800 PSI, E = 2,000,000 PSI, FC = 750 PSI, FV = 285 PSI. i •. ; . '° L. BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS' � 6. CONCRETE RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR _j . a�� . < Checked By HS 5 1/4" WIDE MEMBERS. i�� I , . 11=111-111=111 A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/II PORTIAND CEMENT, �, ° .. fa . -I'lllll�illl-111-111=1i Project No. 9272 STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: 11. NON-STRUCTURAL ELEMENTS � , � � _��- TILE FINISH �--- CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR RE: ARGH. i �; � � Revisions SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND � e . � � FOOTINGS 2500 psi STD --- --- OTHER STRUCTURAL MOVEMENTS. ------� '. � Foundation Pemnit 9-�9-�3 a FOUNDATION WALLS 4000 psi STD --- --- ��e a � INTERIOR SLABS ON GRADE 3000 psi STD 0.50 -o- o B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET i � BUIICIItI Permit 10.9-�3 EXTERIOR CONCRETE (++) 4500 psi STD 0.45 6/-8/ ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE __, .p g c�, �---- e � � #4 AT I'-O�� v ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED � �,. i EAGH WAY I M ++ MAXIMUM SLUMP SHALL NOT EXCEED 4". UNRESTRAINED UNLESS NOTED OTHERWISE. � � a Fou ndation o � � N _ � ' n. o � B. IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SHALL PROVIDE OWNER WITH 12. GENERAL � ° a � -I #4 X 2'-O" 2'-O" R@VISIOII �O-Z9-�3 � LETTER INDICATING COST REDUCTION AT TIME OF BID. THE MODULUS OF ELASTICITY L � � �.� � � � I III: � a, OF ALL CONCRETE SHALL EXCEED WC1.5 33 F'C (OR 57,000 F'C NORMAL WEIGHT A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. °a 111=� AT I'-O" 2 � CONCRETE). 11=11 f Foundation i l l-I I I ' I I I- ° B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND -111 (2)-#4 AT i�n C. CONTRACTOR SHALL SAWCUT OR TROWELCUT JOINTS IN SLABS ON GRADE. JOINTS ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND �=111- - -111= BQ TTOM (TYP) R@VIS1011 � �-�4-�3 c.i ��I I,�� I 1=1 I 1=I 1=' N SHALL BE SPACED 10 FEET AND SAWCUT OR TROWELCUT 1/4 OF SLAB DEPTH X 3/16" REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. ��=11� °' WIDE WITHIN 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT THROUGH 6�� vJOINT. C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER � ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS c D. SLABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON T 1'P I C,4 L S T.4 I R D E T A I L � HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR � SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF �� r �i I � � SHOWN. ALL CONSTRUCTION 70INT5 SHALL BE AS DETAILED OR AS REVIEWED BY THE HIS ITEMS. I I `l S 3 0 �c ENGINEER. � D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, 3/4" = I'-O" � MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS. MISCELLANEOUS EMBEDDED ti ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED N � BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36. a 1 2 4A 5A 6A �� 3 ��'� � `� ��g `�� b�°��£ ��¢ 5 6 7 8 9 10 � � � .� , _��4�� a _.�. :� � ;; �.� � � . . a ✓�� ,�� ft�� _�� ,.�� -,a_4 G 2 �j�� \, � �`' 8'-6" I�'-10" 4'-5 I/2" 15'-9 I/2" 2'-3" � � i i � ,�. �,�:��, �� 3) �` � i i i i I I ,:" \ � �G 2 y�� .�a ��e� ��' `°�� g � � �� - �„� �P�'g c4 2"p'��y,��p,� � ' «.,...� i i b�� ` � '" OP�'C P��' i � � N F� (��` � i i i i i i �� . � N � P 2�� ,"� �°�� j' ��_��, � �� A �G .fo� b �- \\ � '� � fo � � �„ � � , ;- �-'p �.s��°� � �n 54 2 �� 7�3 .�.�° ` ��:�r -I- � � '' ��.��N� �� i i i i i i 3•.0� � V - ,� �g �re� �, '� �� - ' i��. P ,��p �-�, � 0 ,v�` D�v �'� �z,.�.,�,� �'� �, � _ \i � � � � y�� ` � � �-- - - - - - - - - - - - - - - - �� G- -\ - ��P N \ \ � ; � �' f�26�-_4_-1 _� � ��p, �. � � � �, � �P i , '� ��*A i i i i i i ��ip� � - � ��NO - �; ; �� , / � v� � � � � ,- � �' � �� , .� ' `� ,. � � � =' � '11 ° _ ��,, � `��. �� •) � i i � __.i__ _. .._. _._._. -�.--.__ __..... __..... __._ ._.__.. _.. ___ _. __ __i.__. _. ._.i.. ___.__ .._. .._ _.__... _--.__ _._._. ___... ___. __.__.. _.__. . : � �� - - - - - - - - -�- �\ � �� ' �� .," /�D� i � � � +� - - - - - - - - �� , � . �� j�� 8246'-6„� _ �� -��,��.��'-1 � � � ; � � \ , ' �� N � Z � � � � s- m � A � a � � i � � � � C4 v � � O .�' � I � . 3' , � � �r�� ] ,.� � � �� l ..2� � O � ! ,� � � � � 5 +s „/ J � . �y ♦ . / Pe � � ' g � � �� mi.y.�--o �. ..� �\�.. ^ � �`�� • :`d / � \ / � ........... ............ .................. .. ............ ................ .............. .................... .. ............. .. . ...... . ......... ................. . ........... '...._..... . ............. .............. ... ................ ................ .......... � ✓ , N � 2"� ��' �2 � �''�`� � i � �P�� a�� . . '�,,g� �rnN (�° � _ . .. . .. .. , �� "�� : � E - � v �" � � � � �, P �p , � � � � �� y; �� \ � -C ,. - , 2,- �,.o' p�e� � y�° ��P� � , � � ��; . � � ��_�_�- � � .ro" �� v�� FOUNDATION NOTES: �� -° �� " ""� � ;s� �� i. FLOOR ELEVATIONS SHOWN ARE'�, I � d '� „ �� J ��P � � � � .2 � � ..� � ' PLYWOOD FLOOR SHEATH�NG. .�,� p' �rG g�. �fo � � �, a ��_ �° � i p i i i i i � � �,�s'$$ �° ��NG � �p�\,�� `� � � � �' � G � � AT TQP OF SLAB OR AT TOP OF ��' � �� I X ��,��ya. � _ A\ . �- � y � � �� \ q•-°` � i � � i � � p�� r1-�� V�� "°� �°�� , � � ' �' Qj � , i � , i i i i 2. [XXX'-X"] INDIGATES TOP OF FOU,NDATIQN WALL ELE�/ATION. �� \ � / � \ ,� � O �I]� -�._ \ � � � u�� ;9` j / ` � � �� ,� . 4 I�„�� .�� " � �� ',,,,, ��, � �� ' �- �•.O� � '� 3. (XXX'-X") INDIGATES TOP OF FOI�TING �LE�/ATION. \ � � f �`> A"C` � S �` (O �N._� �m- � � - I I I Q� 11 �� " � i �5, i �� ,�_�� 2P'� QD�p� �¢" �� Q2 � �'-�, � S � i i i 4. �XXX'-X"� INDIGATES TOP OF STONE LEDGE. MOY1rOei CX, N�iW�ill I / i .�0� ..2, �a V � _:>� � P�.O�,�� `�. �, �/, '> �q� ��G ' ` �a��pa� ��3 �� ' � �,� �� , \ � � � �� '� ` / , N �� J� � 5. GONrRAGrOR SHALL FOLLOW AI�L REQUIREMENrS LISrED IN SOILS Engineers, Inc. � � � � i �� 5�� p.�� p�C�� 0��3 �`', ��` „ � � A, 9 i � , Ci�� i i �I i i i i REPORT. ,�, '�� P� �" � �q � ��25�`•-� �� •` � �� ' _ � r�A�> �=��o- �� r^N � - � � � \� ��,�1 � � �; 6. GONTRAGTOR SHALL PLAGE (3) #5 �/E�TIGALLY FULL HEIGHT OF Avon �..0 GN � � ��.a , � � 0�•� (�°, i � i �� q'� �I i ^ , WALL AT HIGH.SIDE..QF ALL_WAL'L STEF?5 NIGHER THAN 4'-O" IN P.O.Box 1597 �� P z. �, �� P � g G �� i � : � ��. � �� , ADDITION TO WALL REINFORGEMENT SHOWN OTHERW�SE. 70 Benchmark Road, Suite 204 (�)' i � I �P' Z �.QJ , .i� � � A; � P ��'� � � � Avon, Colorado 416�(1 Gj i i � � � � � VI � � � , �-(�G 2 i �g. � ;� � ��„ � � � � � � (970)949-7768 ( ;�' � � � � � � �� i/ i \ �\ � , � ?� "1. FOOTING ELE�A-T-IQNS--SHQV�lN-ARE MA?�lMUMS AND MAY NEED TO FAX (970j 949-40i4 � � � � �� /j�� I � � �� ' � '� BE LOWERED DUE TO SOIL GONdITION51. �/ERIFY GHANGES WITH EMAIL avon@moi�roe-ne�vell.com �' � � ;; .AA� � ii �� i .,� ��V� i � � � �� I � \`� , STRUGTURAL ENGINEER. , � � i �� i � � � � � � � � ��,0 ��7�N p,QrG � � _ � � g�> ��;� C'�� Q � •.2 O �'\� � o` � i / / '� ,y w ��j2/ �G�uN� �.0� �� \ � �'y`\ � � � P\.�� / � C� �� ', 8 NATURALLGR DE ASAOUT�NEDT I�hJ SOIRLS EPORT.GTED FILL OR Denver ' � _ ` �� ; �l C / / ��, i Cp, - � � '1I 1•• P P �� i /�, � \ ��P �° � / ��Gj�� ` � �••�„ � G. UNLE55 OTHERWISE NOTED - ALL' 1400 CTlenarm Place,Suite 101 -� ;` i `I ?� �`�v�G v� � ,� � � i � i , i i i � r d < � C� .� A � ` � SLAB�I ON GRADES ARE 5" THIGK Denver,Colorado 80202 � � � �� , �� 2 � • � , - � N �� (303� �z3-49z� � s� ; i \ , g � fp WITH 6X6 W2.1 X W�.I WELDED WIRE FABRIG. � , � �0 9 . � � � \.,O' �� \ , \ r � �� \ �•- ,��, � , , Fax ��03� 6_�-<60_ ,,. .t,> ,;r .:�>... N � a �„ `�� \ '% �G �� ,U�P��% C, ��NG �� \ � EP� � F� / \12 �'� � / � \ �•.fo°,��N��V�P ' I _ I - �MAIL denver(c�monroe-newell.com \ / 10. PROVIDE GONTROL JOINTS OR GONSTr2UGT10N JOINTS AS SHOWN � � � ,,, ` � � � �ON �2• � P p � '�=�=� �q�� pj - � I �O�c� � �'$ ON FOUNDATION PLAN. MAXIMUM SIZE COF EAGH AREA SHALL NOT n � : �`.�O „� = O p.� \ �� .. � N, � � � � � A� N �- i (•�) ��_.,�,,,, ��.�' �,p�. �C� , °t�,z °;te, r , +.=m y$' ��'` b"°�>y$tle EXGEED 144 FT ? ,- �0 � g� (� - �- \ .. � .. �j�- v�2 - ,,�Q � � �� ,g vrn � ;�,; � � � ,�;� � I ` �,,� g �� 1 �, '"��„ � • � �a3�' -' �"� '��. .,O Q 5 ��/ �P> �O �� O� V � �z._��, � I ,, , D� � � � WITH ARGHITEGTURAL DRAWINGS',. �''�ENSIONS AND DETAILS � ` � � � �� i� � � � � � �'�� pF � ; � � �� G � � �� - � ��`�•�� 3q'-6 5/8 � � � 12'-I I/2" .-O I/ " ��r. II. GONTRAGTOR TO GOORDINATE ALL DI ,' � %� � 3 � ��' ..�. � � , �`�;�� ,��P .� � � ��c�I �� ,.O�, �. �� n' � '�� .�� , ,. , . � � ✓.�:, • � �� , �L��, 2 � � - %� �� N � 0 �3 - � O� ��d;� , q�, �, , � I�. GENTER FOOTINGS UNDER WALLS AND �OLUMNS UNLESS � � ��x i � - � � � 5 � F. V'' � �v � �, . � '�, � � � ��,� � t, ��, � � O � ��, � �. � � � �. ,l, ':�°,�, : '": . � � <a, a, � �� ''�.._ ... �� i � i ��.;> �O , � ' _-�1 3� � ._ �,. t 'C I �,.._ sa - - .. �:e.�r� � b.� � u::.... _ � �<';.� ��` n� ,.,.,. ,,�*��. ..� ... D1.M�NSI.ONE_G�--OTHEF�INIS�_�QN.FC�WNDATION PLAN. ' � ; (�� (�O �� A v �p C4 � �a• � ,� � .,�.� �� _� i � �, E _�.�. ._�_ ,�.-,� ,.. ,, � �� ' � � / � W fo \ \ N / ' ��' ae �' G� e � �C3 ��6 � � �' � � \ , � �, N � •_,� �< p �. , _� .,,t, �Q�_ ,� ' � �� 13 NG OR TAIR FRAMING DETAILS - �� 2 G � "`'�.�2J�4 .. � � A._ �t:a _ �- • e, / I � � - � � � / � ,.% / �'d,. �,;�"` ��.�.,e=�i�� " \ � O� ` REFER TO AR HIT TURAL DRAW S S '�'�•' � ' t;, � _ , ' � i=;, � . \' �g P� I'1'-I I I/16" I I/4" , G EG I F � �;� � � � ' �� r1 �� N � � ' 6 6 13 16 AND LANDING SLAB ELE�/ATIONS. �`� � � i :.,„ � � �'. ti� , � � �. � ; 'C � 'C _y N / i � ° �2 � � A•.3 i N, .-\ \ p � ,v= � i ,_. � _..... ., _ - __ :�, ...._._ _._... ___..... __.... __.... __... .._i __ -._... . _...._. _.._ - .... .._. _....... __ _ __ ____ , �-=�, u.�, I � i � 'l�` � �' � " �"'�� q � I4. ALL SITE WALLS NOT SHOWN ON THIS PLAN SHALL BE BU�LT PER , � � f°*�"� s" 6 � � � \ � � � , � � � \ s �� W� � -2' -O 13/16" �° �- - / I � � � �� - 2 � , Q Q '-3 I I/6" ARGHiTEGTURAL LANDSGAPE PLANS, DETAILS AND ELE�/ATIONS. � �� I ' � � \� `:, � � � ,�� 2 � �/ � � �,� g 2 54.2 a SITE WALLS SHALL NOT BE GONNEGTED TO THE BUILDING UNLESS '�'°TA 6tl% . � w IJ y �( / \ � \ ` I� HSS X XI/4 I ,� NOTED OTHERWISE. `, � e.y + y � � ,'� i `<�� i � i i i i �, BB � I � �N� `� ' , � A 5►� i r�' \ � , j�' �o• � � � ��3 �, � ._, Q Hss sx xv4 [a2so�-o°l . . = , � � ,F.__�� _ � � �, .� � I � ��v t^+� ' 1•- �;� ,�� N GOLUMN �8246'-O") GOLU _ f � s � I , � , � �., � \ " , ! \ \ �o�� r - - -� i�-o° x i�-o° '�a; r - - -� � `��,��-r'�'�;e. � dl � I�:/ � � ��„ � � � ,�� I � X \ �� G Q � � I I GONGRETE I � O ,�.} � �i LEDC7 STEP",,, I LL �EP " 5 �,°°_ _ �� i �j2�`��F \� � \ � L - - - � _� � er,� i ,r� �C P � �, � � � i I � �p , � - � WALL/ EDGE \ �`-a �� I_ I- - - I - - -i - - � � i I 3� � �o�� P�/.. \ \ � �f Q O O _ �,� \ ��,c ,0 \ � STEP I I I CC � � °� ' � � - � � �� N � � � S�M. � �O � � � Fo�Q riNG wir � � V � �•'' ��' � �, s�, �n�n � �� N °�,a .k �� , - �' J - , L - - - - J w �� i � , (VtV � ��u \ �G� � � 6 i #5 ,a1T 6" EAG " i ;3 �^ �� ,, ST�F, � - i �0 : . - - - ,, �1 � `'� P 4' O" X4' C'�" XI' O° � i � GS E � k�' � d��Q `� �`��,�y � ��.2 � ' � ' WAY� �.� � HSS 4 4X 4 �r '" �'1 FOOTING WI�'H S� �'-6" � � ` �' FOOTIfy� TEP �C �Ik2 ��'l•, � � Q` � � ht � � _# �` � "I '11' il � \ \ ,� � �,� �I \ � � � GOLU� 4 � r (6) 5 EAGH !�� I H 'l � � � ; _ SS 4X4X3/8 p , � � � � ��' ��y�P� � � � � � � .ZA��` \ _u� ?� �0 �O � - � � � GOL MN � � Fy 54.2 � 5 �::;. �j"�O �C�N� G � / �. ?> �P � � r � �824G'- " � - 54.`.� [8255'-O"� Si4.l (8252'-10 iV2" _' _ i 2 i � 6. � "'�:, � �P S OP = � `�;: .5� I8�4G' / "{ " "� N � �,4.2 %5 � �8254'-O"� ``°4°<.,>� 18252'- "� ul 6,. � /� Q . �� - ,P z�5 � � 'C p,� 0 � _ � _ � �, ' _ �. ` - . 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LE GL STEP _ -fL�� 54.1 � � � �� p° ' 0 �\ _ ` _ --_--- � _ _'�262 O"� _ _ - - - m � - - - - �� 12 - - - -�? - E � � � � p � - _ - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - ` `_' _ � � „� m H55 4X�4X3/ � � � - � = � J 6 8 - � _ � � �;,� s4.2 m ;F f8�2�+ 3�7- � '' 6 „ � � �p � �'� � � ��,:� � � GOLUMN � � � S�k.l � � °� � 2'-6" 54.1 � i �8261'-E�"� - _ � �„� - i -� � '�� r� �' � ' � � � 6 O I � � � � F - - 6 - - - - -� - - - - - - -� - 2 - - - I- - - - - - -- - - - - � )z� u - LEDGE - _ - - - - ��.. - -f�'=0 - - - - - � ' - - - - - =- � - F - ' � ,-, �"� :� (�I I iMN _ �`� � WALL ALL , 0 HSS 4X X /4 �� ' 4"�"� � ��` �� r \ N _� � _ � 4.2 � i - - [8262 -6"] �; 4v STEP o �� I � �D i � � � ��tl. i 0 � � �8261'-6"3 \ � � � LE GE � r -�- - - - - - - - - - - - - -, ��0 i q, � � - ` i � $�a� 0 � \ � � 13 �� - - . - - - -� - - - Q q" � �r � � - - - � ` I N u�� ST P I I I � � _ � � �_ _ - �I I �� .� II WAL STEP - - - - - - - �� - - - - J 5 � � 54.2 I �..... �:..�s � � � I i�-2° \ � cv � -�` -� � m I (n G - - - � s,_o.. � �-6° - ' - - - - - - - - - � _ �- - - - _ � ' °j - - - ��- - - ' - `° - , - m - - - �- - - -I - - `' - - - G Z h�� 6„ ` �8243'� T �'-2' �� • L.. « �� . • �/ � � �� -.;,, I 8„ � 6'-O" X 6'-O" X�'-4" 6'-8 I/4" � %, \ 54.3 r : �.,�r �_ s� � ] - � �� . � = � = � I �� ° � ,��' L8262'-3"l ��261'-G 3/4" .D �� •� I r'_ i - WITH �8�-#5 EAGH WAY \ M�' � "`�- . �.. � � . �_.._ �--. w � � �8261'-O"� �D � � � � '� i -• � FOOTING � i � 4 -3 ��- 3-O �: ✓'-O' �-=�-0 ;� i 18261'-3" i � 4� _ �� W 0�0 \ � '_ � ^-- 10" X I r �;�� FOOTING WITH `"" �' � (� I � W � I _, r I i , I =� °� � STEP \ \GONGRE E � " ,_. 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I m � � 3'-O" II'-6" � -� � i i I'-6" � 3'-O" i i i i i LED E S�EP � � I Date 9-19-2013 I � I N ry , � , � ^ � ' � , - , , , , , N Drawn By AVN � � � I 0 m p � i ry � I � I ry m Checked By HS i i N � i i i i i i � c`�v i i � i � I � Project No. 9272 i 4 i � � I I � 5 � � � � , � Revisions s4.� � � I 6 8 � I � � S4'� Foundation Pemnit 9-19-13 o m � i �. � WALL STEP � I � � � � � ' Buildin Permit 10.9-13 ° ry I � I � 8 M ry I I � I I I � I I I I 1 � I I � Foundation o - I �ry I i I WPJLL STEP v I � � � � � � I -, �8z43�-i�� , I ' � � � , , Revision 10-29-13 � � � Foundation - � I L - - - - - - - - - - - - -_._- - - - - - - - - - - - - - I � � � - m � , i i ° � � _ � � i � i � Revision 11-14-13 N - - - - - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - h I � - � - - - - � � I N _ rn 8 I/ " 6 I " i/2" � b I/2" o � L8264'-O"] v � � � f8262'-6"i - �8260'-� I/2"; � i � i � � � 1'-3" 11'-10" 2I'-4" I' 8 I/ V �.�-,:r '• �� .�� L - - - - - - - - - - - - - - - �-.�= -� - - - - - - - - - - - - - J � i i LEDGE STEP N � I� LEDGE STEP � i � i i i i � 8 I/ " 8 I/ " -� N �.I 8 I/2" Y U .0 p��.� V � 4'-8" ��'-5" 6'-8" I�'-O" ' N � � ��-�0 ��2.. a i � � i 2X6 TREATED PLATE W�TH I/2° � X �O" � ,j STONE �/ENEER ANGHOR BOLT AT 2'—O" �` 2" RIGID INSULATION 4" GONGRETE FINISH SLAB WITH 6X6 W2.IX EXTERIOR STUD WALL W2.1 W.W.F. 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':ill a I 3/4" X 16" LVL RIM SLIP JOINT Monroe & Newell �° TREATED 2X10 LEDGER ° WITH 3/4" � X 4 3/4" � � a 6 I/2" a 5 I/2" EXPANSION ANGHOR EXTERIOR STUD WALL a �q AT 2'-O" G 9 [XXX'-XX" WITH SHEATHING a a 5" SLAB-ON-GRADE Engineers, IriC. � SLIP JOINT WITH 6X6 W2.IXW2.1 W.W.F. � � � � f �� j Avon 2X6 TREATED PLATE � � P.U.Box 159� #5 AT I'-4" VERT�GAL WITH I/2" cD X IO" 5" SLAB-ON-GRADE � AND HORIZONTAL ANGHOR BOLT AT 2'-O" �..�ITH 6X6 W2.IXW2J � 70 Benchmark Road, Suite 204 i� � � � a, �� o � 3/4" = I'-O" Avon, Colorado 4162(1 a � EAGH FAGE W.W,F. m �XXX'-XX"� � x-e-x—x—�-x (970)949 7768 � 2" GLR. 2" GLR. �2�-#6 � ° FAx ��7�j 949 40�4 °� :0•o Oo � 0•o Oo � 0•o Oo � 0•e Oo EMAIL av�n�a�moi�roe-ne�vell.com � � I I I-I I r x—x—x� I1=1I1=��'OOo°o��QOo°o4,�QOo°e4,� I I-1 I r , o , o , o I I 1=T- � � . �p o.O,' p o.O,' o.O,' =j, � t - 0 °�,, �, O,, I I_I I III_ . . _ i - - . . 0 - � oo.°°� oo°.°°�°oo:°��°' °a ° I11= � � Denver 2" � 2° #5 AT I'-4" X _� '�I��IIIIII�I a �°�c� �°�c� � '—fll—II� � �11=' � � 1400 Glenarm Place,Suite 101 GLR � LR. a IY) ;_�I Il�i III�II � � Denver,Colorado 80202 ° a� �a i �- I i (303) 623-4)27 (XXX'-XX") 6" ' �`' Z 6" GM STONE :�II i i � P,4x (303) 623-6603 � � � �-1I � � VENEE SUPPORT � � RE� PLANL GOLUMN �MAIL denver c�monroe-newell.com �,n FULLY GROUTED i i =111 6 I/z° 5 I/2" � i i ° i I 1=1 I � " -�11-111 ir� 0 ; � ; STEEL BASE PLATE - _ _ � a, � #5 AT i�-o" x ' � � RE: SGHEDULE SHEET SI.O.I aa a � a � a Q � (xXX'-XX") 1'1) i i a a �° SLIP JOINT i i °° � a a LR. ° 8" i t ° �4�-#5 � i � i #6 AT �'-4" HORIZONTAL � iir o SLAB-ON-GRADE i � I" NON-SHRINK GROUT ,, EAGH FAGE =1II ° II-I_I ° i i . a a _ ai -IIII 111= aa 11=1 IITI�� WITH 6X6 WZ.IXW2.1 � �� W.W.F. � � �,�, a� �1 m J �_��_�� , �� . . . . . � � � .�.��.'.• �. �,y°"• ''ri'��r. 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