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HomeMy WebLinkAboutB16-0128 plans approved.pdf / 4)1 7 SPEC'IFIGAT'ONS: DESIGN LOADS: GROUT: GODS EDITION: 2012 IRC A. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AND SHALL BE A b PS E NON-SHRINK, NON-METALLIC GROUT. STRUCTURAL DESIGNS LIVE LOADS: B. GROUT SHALL BE PROVIDED: • SLOPING ROOF =- -SF • BELOW/ BETWEEN COLUMN BASE PLATES AND CONCRETE SUPPORT. PO BOX 8007 • FLOORS 40 PSF • BELOW/ BETWEEN SEAM BEARING PLATES AND CONCRETE SUPPORT. AVON, GO 81620 PH. 970-551-6740 DEAD LOADS: FAX. I-888-362-4685 • SLOPING ROOF 15 PSF • FLOORS 55 PSF (I 1/2" CONC. TOPF'N) GENERAL SPECIFICATIONS: INFO®bPSE.NET A. IF CONSTRUCTION ADJOINS AN EXISTING STRUCTURE; THE CONTRACTOR SHALL BE WWW.bPSE.NET LATERAL LOADS: RESPONSIBLE FOR VERIFYING THE DIMENSIONS, ELEVATIONS, FRAMING, FOUNDATION AND • BASIC WIND SPEED: WA ANYTHING ELSE THAT MAY AFFECT THE WORK SHOWN ON THE STRUCTURAL PLANS. Ti c..,c PLANS AND WRITTEN • EXPOSURE: N/AMATERIAL,HEREIN,ARE SEISMIC DESIGN CLASS N/A (UNDER PINNING, SHORING AND BRACING OF THE EXISTING STRUCTURE SHALL BE THE INSTRUt NT5 OF SERVICE AND • SOLE RESPONSIBILITY OF THE CONTRACTOR). ARE THE PROPERTY OF bPSE,U-C. B. ENGINEERS ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. (bP` ). REUSE OF THIS DRAWING OR ANY INFORMATION CONTAINED C. ALL MASONRY AND STONE VENEER SHALL BE ATTACHED TO THE WALLS PER THE CODE WITHIN;ON A PROJECT OTTER THAN CONCRETE FOUNDATION: REQUIREMENTS. INDICATED IN TME TITLE BLOCK,IS A. CONTRACTOR SHALL CONTACT A LICENSED GEOTECHNICAL ENGINEER TO VERIFY THE D. COORDINATE REQUIREMENTS FOR MECHANICAL/ ELECTRICAL/ PLUMBING PENETRATIONS P ISSION FROM ED WITHOUT WRITTEN ePSE Is (ASSUMED) SOIL CONDITIONS DURING EXCAVATION. VERIFY ANY DISCREPANCIES FROM THROUGH STRUCTURAL ELEMENTS WITH THE STRUCTURAL ENGINEER. PRIOR TO NOT RESPONSIBLE FOR ERRORS THE ORIGINAL DESIGN VALUES IN WRITING TO THE STRUCTURAL ENGINEER FOR INSTALLATION OF SUCH EQUIPMENT OR OTHER ITEMS TO BE ATTACHED TO THE TIONSIOR RE-EVALUATION OF THE FOUNDATION DESIGN. STRUCTURE, THE CONTRACTOR SHALL ALSO OBTAIN APPROVAL FOR CONNECTIONS AND DISCREPANCIES TO bPSE PRIOR B. IF SOFT SPOTS ARE ENCOUNTERED DURING EXCAVATION, THE CONTRACTOR SHALL TO OR DURING GON57R11GTION. SUPPORT. CONTRACTOR SHALL FURNISH REQUIRED HANGERS, CONNECTIONS, ETC. REMOVE THE MATERIAL AND RE-COMPACT W/ APPROVED MATERIAL (AS ALLOWED BY, REQUIRED FOR INSTALLATION OF SUCH ITEMS, UNLESS SPECIFICALLY NOTED ON PLANS. AND PER THE GEO-TECH SOILS REPORT). E. FIRE PROTECTION: STRUCTURAL AND NON-STRUCTURAL ELEMENTS SHALL BE PROVIDED C. IF OVER-EXCAVATION IS REQUIRED; THE CONTRACTOR SHALL PROVIDE FIELD DENSITY THE ADEQUATE FIRE PROTECTION, PER CODE, FOR THE TYPE OF CONSTRUCTION TESTS ON THE COMPACTED FILL UNDER THE FOOTINGS AND THE INTERIOR SLABS ON SPECIFIED BY THE ARCHITECTURAL DRAWINGS. GRADE (RE: GEO-TECH SOILS REPORT). F. THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH ALL D. AVOID EXCESSIVE WETTING OR DRYING OF THE EXCAVATIONS, KEEPING THE ELEMENTS IN THEIR FINAL POSITIONS, SUPPORTED AND BRACED. THE CONTRACTOR, IN EXCAVATION REASONABLY FREE FROM WATER DURING THE PLACEMENT OF THE THE PROPER SEQUENCE, SHALL PROVIDE SHORING AND BRACING, AND NECESSARY CONCRETE. PROVIDE CONTINUOUS PERIMETER DRAINS AROUND THE BASE OF PRECAUTIONS, AS MAY BE REQUIRED DURING CONSTRUCTION TO ACHIEVE THE FINAL " - FOUNDATION AND RETAINING WALLS (RE: GEO-TECH SOILS REPORT FOR THE SPECIFIC COMPLETED STRUCTURE. CONTACT ENGINEER FOR CONSULTATION (NOT IN CONTRACT) 5 UNDER-DRAIN SYSTEM REQUIREMENTS). A5 REQUIRED. E. HELICAL PIERS ARE TO BE PLACED ON UNDISTURBED NATURAL SOIL OR PROPERLY G. THE STRUCTURAL ENGINEER SHALL BE CONTACTED DURING THE CONSTRUCTION PHASE TO COMPACTED STRUCTURAL FILL IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MAKE THE JOB SITE OBSERVATIONS NECESSARY TO CONFIRM THAT THE CONSTRUCTION GEOTECHNICAL ENGINEER INCLUDING PROOF-ROLLING AND OVER-EXCAVATION, AS 15 PROCEEDING ACCORDING TO THE PLANS AND SPECIFICATIONS. JOB-SITE LU 0 REQUIRED. (NO CONCRETE SHALL BE POURED ON WATER, SNOW, OR FROZEN GROUND). OBSERVATIONS SHALL NOT BE CONSIDERED CONSTRUCTION APPROVALS (STRUCTURAL ^/ �" F. FOOTINGS/ HELICAL PIERS ARE TO BEAR A MINIMUM OF 4'-0" BELOW EXTERIOR GRADE. ENGINEER SHALL BE CONTACTED BY THE GENERAL CONTRACTOR AND NOT THE {�.. G. BACKFILL SHALL BE COMPACTED TO MEET A 955 MINIMUM STANDARD PROCTOR SUB-CONSULTANTS. GENERAL CONRACTOR IS ALSO RESPONSIBLE FOR THE DENSITY PER ASTM D-1557, UNLESS OTHERWISE NOTED IN THE GEOTECHNICAL REPORT. SUB-CONSULTANTS WORK). Q Z BACKFILL SHALL BE PLACED IN 12" MAXIMUM VERTICAL LIFTS (PLACED EQUALLY ON H. ALL OMISSIONS OR DISCREPANCIES BETWEEN VARIOUS ELEMENTS OF THE WORKING OR LU Q I EACH SIDE OF WALL, WHERE APPLICABLE) OR AS DETAILED IN THE GEO-TECH SOILS EXISTING DRAWINGS AND/OR SPECIFICATIONS, AS THEY MAY OCCUR, SHALL BE BROUGHT Jam' REPORT AND SHALL BE FREE OF ORGANIC/ VEGETATIVE MATERIAL AND COMPACTED IN TO THE ATTENTION OF THE STRUCTURAL ENGINEER PRIOR TO OR DURING THE U .< A MANNER THAT DOES NOT DAMAGE THE CONCRETE FOUNDATION, WATERPROOFING OR CONSTRUCTION WORK INVOLVED. RELEASE OF THESE DRAWINGS ANTICIPATES DAMP-PROOFING MATERIAL. COOPERATION AND CONTINUED COMMUNICATION BETWEEN THE CONTRACTOR, ARCHITECT z ILI I H. FINAL BACKFILL GRADES SHALL PROMOTE POSITIVE DRAINAGE AWAY FROM THE AND ENGINEER TO PROVIDE THE BEST POSSIBLE STRUCTURE. THESE DRAWINGS HAVE I- Lr l STRUCTURE AND SHALL CONFORM TO ALL THE REQUIREMENTS LISTED IN THE BEEN PREPARED FOR THE USE OF A LICENSED CONTRACTOR, EXPERIENCED WITH THE LLI _ GEOTECHNICAL REPORT. CONSTRUCTION TECHNIQUES AND SYSTEMS DEPICTED. 0 D REINFORCED CONCRETE: " 0, 1 A. STRUCTURAL CONCRETE CONSTRUCTION WV) 0 WORK SHALL CONFORM TO THE REQUIREMENTS © 0 OUTLINED IN THE ACI "SPECIFICATIONS FOR STRUCTURAL CONCRETE" AND THE ACI 518 W © I • MANUAL. Q 0 B. CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/II SULFATE-RESISTANT - PORTLAND GEMENT, AGGREGATE AND WATER; TO SATISFY THE FOLLOWING e En , REQUIREMENTS: 1I_I \ ELEMENT: Flo MIX TYPE MAX H/C RATIO % AIR /� �y�/,,,,,, Q j INTERIOR SLABSPIER FOOTING APS ON GRADE 5500 PSI 4000 PSI ---- 0.5 ---- ---- lO.'// ��\ . a EXTERIOR SLABS ON GRADE** 4500 PSI 0.45 6-85Y� ��/.\ �� °v W ** MAX SLUMP SHALL NOT EXCEED 4". ** Own. 1 0 v' C. RECOMMENDATIONS IN THE ACI "MANUAL OF CONCRETE PRACTICE" (IT IS HIGHLY FOUNDATION WALL RE: •. o —ml RECOMMENDED THAT NO CONCRETE SHALL BE POURED WHEN THE TEMPERATURE 15 APPLICABLE SECTION L3) BELOW 40° F). FOR REINFORCING ° D. THE BUILDER AND FUTURE OWNER SHOULD BE MADE AWARE OF THE CHANCE OF ' ' W O MOVEMENT AND CRACKING OF ANY STRUCTURE PLACED DIRECTLY ON COMPACTED FILL. • E. PROVIDE VAPOR BARRIER BELOW ALL INTERIOR SLABS ON GRADE, PER THE EXSTNG CONC. SLAB ON ARCHITECT AND GEOTECHNICAL ENGINEER'S REQUIREMENTS. c ' v. GRADE RE: PLAN II- O CONCRETE'S STEEL REINFORCING: -1 • A. CONCRETE REINFORCING DETAILING, FABRICATION AND PLACEMENT SHALL CONFORM TO I :ffir•�i=�!:,;!• wg, LU THE REQUIREMENTS OUTLINED IN THE ACI "DETAILS AND DETAILING OF REINFORCEMENT" . • i.=i •' B. ALL 515.ACI \\;(<•• •. SHALL BE HIGH GRADE DEFORMED BARS CONFORMING TO ASTM �\�% / N. \//��\� I �\ A615, GRADE 60 (MARKED WITH A "5"); EXCEPT TIES, STRRUPS AND PLATE ANCHORS \�� •` 'o \ WHICH SHALL CONFORM TO ASTM A6I5, GRADE 40 OR ASTM A106, GRAPE 60. \.,�4 ©' • o f/. C. CONCRETE COVERAGE FOR REINFORCING SHALL CONFORM TO THE FOLLOWING: ��, ': Tows of Vail I. CONCRETE POURED AGAINST EARTH: 3" r... 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH): 2" CONCRETE FOOTING RE: , MINIMUM IA ETERS FOR #6 C PLAN FOR REINFORCING , ,,,' �_ �� D. LAP SPLICES OF REINFORCING, SHALL BE AOF 48 BARDIAMETERS r,, ,nPY BAR AND SMALLER, UNLESS NOTED OTHERWISE. CONTACT ENGINEER FOR SPLICING RECOMMENDATIONS PRIOR TO CONSTRUCTION, WHERE NOT SPECIFICALLY DETAILED OR NOTED (DO NOT WELD OR USE MECHANICAL REINFORCING SPLICING, UNLESS NOTED C OTHERWISE). 1 I z STEEL HELICAL PIERS: 0 A. STEEL HELICAL PIERS SHALL BE DESIGNED AND INSTALLED TO RESIST THE UNFACTORED - STEELHELICAL PIER DESIGN LOADS A5 SHOWN ON SHEET 52.1. THE FACTOR OF SAFETY APPLIED TO THE PERR 'S NUF./ SUPPLIER DESIGN LOADS TO OBTAIN THE ULTIMATE LOAD CAPACITY OF EACH PIER SHALL BE 2.0, SPECW/ STANDARD UNDER-PIN BRACKET - UNLESS OTHERWISE RECOMMENDED BY THE PIER MANUFACTURER. \ Z z B. INSTALLATION SHALL BE COMPLETED BY A MANUFACTURER AUTHORIZE© CONTRACTOR, DEPTH PER MANUF./ `J WITH PROOF OF CURRENT AUTHORIZATION BEING SUBMITTED TO THE ARCHITECT/ SUPPLIER �-I�-# I- N STRUCTURAL ENGINEER PRIOR TO INSTALLATION. �' C. THE GEOTECHNICAL ENGINEER SHALL BE PRESENT DURING INSTALLATION. If n W v V D. THE MAXIMUM TOLERANCE FOR TOP OF PIER ALIGNMENT SHALL NOT EXCEED 6" +/-. D0 NT. vp V , 1U PL E. SUBMINOT T SHOP DRAWINGSRCE INTO M INDICATING SHAFT ENT, AFTER AND HELIX SIZES, MANUFACTURER'S I T I I . _L_ 1 GAL F'I EIS fT 0 41 (' " CATALOGED CUTS AND DATA SHEETS; TO THE STRUCTURAL ENGINEER, FOR REVIEW, q PRIOR TO INSTALLATION. 51 . 1) `X I ST 1 I I 5/,,..1.11 / 4 II - ( I,© II `�' F. ALL PIERS SHALL HAVE A MINIMUM CORROSION PROTECTION OF HOT DIPPED (1 GALVANIZATION. THE GEOTECHNICAL ENGINEER SHALL DETERMINE IF FURTHER --- / CORROSIVITY PROTECTION IS REQUIRED, AND THE PIER SUPPLIER SHALL DETERMINE : `t \ • 4w \.J REQUIRED MEDIATION. K �; =,tk1ry . �I u, G. IBCO APPROVAL SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER BY MEANS OF �Y"� ; \r -,, THE IBCO EVALUATION REPORT. ''' 1.::/:',1'''',1z ��'�� �� � < �^ ' H. A WRITTEN RECORD SHALL BE KEPT FOR EACH PIER INCLUDING THE FOLLOWING: ...�." 0— "`r �, m q l'n • DATE OF INSTALLATION / • LOCATION OF THE PIER r ------.,. a in n • DESCRIPTION OF THE LEAD SECTION �.� ,.": • NUMBER AND SIZE OF THE HELICES �y ...,...._,....,\‘‘ 0z • NUMBER OF EXTENSIONS USED _ p LIC � I • DEPTH OF INSTALLATION FROM A KNOWN DATUM REFERENCE POINT �'�4 E, Iir • TORQUE AT THE TERMINATION OF THE PIER _ VO•,r' , P, r rr PROJECT: 1551 : -4179 4 S ; STRT DT: 1/2016 %, -�,�ti 03/05/6 h Q , dpi �'c., DRWN BY: PUP 1' "(MAL ekc'- SHEET SLI I kt \- NEW STEEL HELICAL PIER I NOTE: •CONTRACTOR RESPONSIBLE W/ UNDER-PIN bPSE FOR TEMPORARY SHORING. ;a BRACKET STRUCTURAL DESIGNS •DOORS AND WINDOWS, - 5-kip LD - PO BOX 8007 STRUCTURALLY UNAFFECTED BY THE REMODEL, ARE NOT • AVON, CO 81620 SHOWN FOR CLARITY. 4 PH. 1'I0-331-6740 NEW STEEL FAX. 1-555-362-4655 HELICAL PIER W/ INFO®bPSE.NET UNDER-PIN WWW.bPSE.NET BRACKET ; - 15-klp LD - 71E=PLANS AND WRITTEN • MATERIAL,HEREIN,ARE INSTRUMENTS OF SERVICE AND 1 I ARE THE PROPERTY OF bPSE,LW. -•., + (bPSE.). REUSE OF THIS DRAWING • OR ANY INFORMATION CONTAINED Q WITHIN;ON A PROJECT OTHER THAN * * * C/01\rRiANGOR= s0 '.' N INDICATED IN THE TITLE BLOCK,15 PROHIBITED WITHOUT WRITTEN PERMISSION FROM bPSE. bPSE IS v •a RS .. NOT RESPONSIBLE FOR ERRO ,IAC/<-----UF L)F FOL)NAQN LEVEL ' * l'< .••. DUE TO SCALED REFER ANYQUESTION5IOR �;_ I DISCREPANCIES TO bPSE PRIOR • TO OR DURING CONSTRUCTION. i:, A'.- I NEW STEEL NEW STEEL ..'-: HELICAL PIER HELICAL PIER W/ ( W/ UNDER-PIN UNDER-PIN BRACKET BRACKET - 8-kip LD - - 21-kip LD - NEYr TEL .' r HELICALSEPIER W/ I ±•. <4,,. .. NEW STEEL UNDER-PIN — I HELICAL PIER BRACKET I W Z W/ UNDER-PIN0 BRACKET - 18-kfp LD - - 5-kip LD - J © �" , , f zo NEW STEEL NEW STEEL CI ... .. .. . . s . i'." 1 i___./ ', W HELICAL PIER HELICAL PIER — — — — _0 -� — — _ :- W/ UNDER-PIN W/ UNDER-PIN BRACKET BRACKET -041, + L a• _ V • O - 8-kip LD - - 10-kip LD - .�.'' i + y _ NEW STEEL > I- SI.I HELICAL PIER W ly J(� — �Q ' W/ UNDER-PIN �,. BRACKET Q Q Z ....,:.,_,:...-;..i.1-:,./:,- .'.:* °+• \ NEW STEEL NEW STEEL - 8-kip LD - I + HELICAL PIER HELICAL PIER ��■ 0 I + = W/ UNDER-PIN W/ UNDER-PIN v ! © t) _ Q BRACKET BRACKET W 0 i m -y - 8-kip LD - 24-kip LD t V J IT-6" +/- 5'-0" +7- 13'-0" +/- 1'-b" +1- / 13'_O" +/- A 0 X 1— NEW STEEL HELICAL PIER W/ UNDER PIN w 1 ,...„),, BRACKET Immo NJ - 2-I-kfp LD - 'LL � 5 Li.. iti W p E 1/i = F– -OUN A ON LAS ! V) W 0 2' 4' 8' N 11 .. SCALE: 1/4" = I'-O" NOTES: • ELEVATIONS ARE BASED ON DATUM IOO'-O" = ENTRY LEVEL TOP OF FINISH. • CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN GEOTECHNICAL REPORT. FOOTING BEARING ELEVATION SHALL BE 4'-O" MIN. BELOW GRADE; GRADE SHALL BE 6" MIN. BELOW TOP OF FOUNDATION WALL. • CONCRETE FOOTINGS ARE (ASSUMED) TO BE 18" WIDE AND 10" THICK, TYPICAL, U.N.O. • CONCRETE FOUNDATION WALLS ARE (ASSUMED) TO BE 8" WIDE, TYPICAL, U.N.O. 0— • E J INDICATES CONCRETE FOOTING; SPREAD AND/ OR ISOLATED. zQ • 0 INDICATES CONCRETE FOUNDATION WALL OR PIER. I- N • ( XXXX"-XX" ) INDICATES TOP OF CONC. FOOTING ELEVATION. Z I 5. • [ XXXX"-XX" ] INDICATES TOP OF CONG. FOUNDATION WALL OR PIER ELEVATION. OC • COORDINATE THE LOCATION OF UTILITY PENETRATIONS WITH MECHANICAL. PROVIDE A I" QPL w THICK VOID FORM MATERIAL AROUND MECHANICAL AT FOUNDATION WALL PENETRATIONS. t a 0 • COORDINATE ALL DIMENSIONS AND DETAILS WITH EXISTING CONDITIONS. - ,. . k„, al,0„s'. La • THE ENGINEER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY KIND, AND ' w ASSUMES NO RESPONSIBLITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE CONSTRUCTION WORK. v_ _._,.._� .. �r �� CI ' C C:::-.!.: __ 0„, Z ‘t, V O m 0 0 ©cl t)Lice``,I S - - ,-ctD•. •P I f, PROJECT: 1331 -ice t/ , • / STRT DT:1 (/2016 1794 / 44 /i 03/05/16 474125,1 DRWN BY: PUP 44301-0.----- SHEET S2 . I