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HomeMy WebLinkAboutPlans1 2'-21/2 1 1 '-0" 10'-O" GENERAL NOTES 1) LIVE LOADS USED IN DESIGN A. ROOF 40 PSF B. FLOORS AND INTERIOR STAIRS C. EXTERIOR DECKS D. BASIC WIND SPEED E. SEISMIC DESIGN CATEGORY 40 PSF 40 PSF 90 MPH, EXP. B B 2) DESIGN CODES A. ACI BUILDING CODE 2005 B. ISG STEEL CONSTRUCTION MANUAL (THIRTEENTH EDITION) C. IRC - 2003 EDITION 3) FOUNDATIONS A. FOUNDATION RECOMMENDATIONS ARE TAKEN FROM RECOMMENDATIONS SET FORTH IN SOIL REPORT NO. 110059 PREPARED BY ENGINEERING ANALYTICS, INC AND DATED JAN 25, 2010 B. HELICAL PIERS, AS MANUFACTURED BY GRIP -UTE MANUFACTURING CO, INC SHALL BE ICC APPROVED AND SHALL MEET THE FOLLOWING CRITERIA: - HELIX DIAMETER SHALL BE AS INDICATED ON THE ON PLAN. SIZES VARY BETWEEN 12, 14, AND 16 PIERS - SHAFT DIAMETER SHALL BE 3" DIAMETER. HELICES ARE NOT SIZED FOR LAGER DIAMETER. - MINIMUM PIER LENGTH SHALL CONFORM TO RECOMMENDATION 15 INDICATED SOILS REPORT (SEE SECTION 1.1) ANTICIPATED LENGTHS VARY FROM 76.5 TO 79.5 FT BELOW FOOTINGS. C. MINIMUM LOAD CAPACITY OF EACH PIER SHALL MEET INDICATED LOADS. D. HELICAL PIER MANUFACTURER TO PROVIDE UNDERPINNING BRACKET CAPABLE OF SUPPORTING LOADS INDICATED IN ATTACHED SCHEDULE E. ALL DIMENSIONS SHALL BE VERIFIED PRIOR TO PLACING PIERS. ALL HELICAL PIERS SHALL BE LOCATED AS CLOSE AS POSSIBLE TO FDN WALLS. F. DRAINAGE SYSTEM, SITE DRAINAGE AND GRADING TO BE PROVIDED BY OTHERS 4) CONCRETE A. ALL CONCRETE SHALL BE MADE WITH STONE AGGREGATE AND SHALL DEVELOP A MINIMUM OF 3,000 PSI (4,500 PSI REQUIRED FOR ALL DRIVEWAY, GARAGE, AND PORCH SLABS, 4,500P51 REQUIRED FOR ALL FOUNDATION WALLS IN SEVERE SULFATE EXPOSURE SOILS AND 4,000PSI REQUIRED FOR ALL FOUNDATION WALLS IN MODERATE SULFATE EXPOSURE SOILS) COMPRESSIVE STRENGTH IN 28 DAYS. CEMENT TYPE SHALL BE TYPE II (TYPE V REQUIRED FOR ALL SEVERE SULFATE EXPOSURE SOILS. ADD POZZOLAN FOR VERY SEVERE SOILS.) WHILE TYPE I CONCRETE IS PERMITTED BY THE ACI IN NEGLIGIBLE SULFATE EXPOSURE SOILS, WE DO NOT RECOMMEND ITS USE AND IT SHOULD ONLY BE USED AT THE BUILDERS DISCRETION. SITE SULFATE EXPOSURE CLASSIFICATION PER SOILS REPORT TO BE VERIFIED BY CONTRACTOR B. ALL REINFORCING BARS SHALL BE ASTM A615 -GRADE 60. WELDED WIRE FABRIC (IF USED) SHALL CONFORM TO ASTM A185. C. CONCRETE PROTECTION FOR REINFORCEMENT (UNLESS OTHERWISE NOTED) 1. CONCRETE POURED AGAINST EARTH 2. CONCRETE POURED IN FORMS BUT EXPOSED TO EARTH AND WEATHER: a. #5 BARS OR SMALLER b. BARS LARGER THAN #5 3. SLABS 1-1/2" 3/4" D. NO SPLICES OF REINFORCEMENT SHALL BE MADE AND NO WELDING TO REINFORCING SHALL BE PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 36 BAR DIAMETERS. WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL LAP PLUS 2" AT SIDE AND END LAPS, BUT NOT LESS THAN 6" AND SHALL BE WIRED TOGETHER. MAKE ALL BARS CONTINUOUS AROUND CORNERS OR PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING. E. PROVIDE 2-#4 BARS, ONE EACH FACE, WITH 2'-O" PROJECTION ON ALL SIDES AROUND OPENINGS IN CONCRETE U.O.N. F. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI -301 (AS REVISED) SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. 5) STRUCTURAL STEEL A. ALL STRUCTURAL STEEL SHAPES SHALL CONFORM TO THE FOLLOWING ASTM STANDARDS:: - W -SHAPES - HOLLOW STRUCTURAL SHAPES - PIPE COLUMNS - ANGLES, CHANNELS & ALL CONNECTION MATERIAL B. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC SPECIFICATION AND CODE OF STANDARD PRACTICE, LATEST EDITIONS. C. ALL FIELD CONNECTIONS SHALL BE MADE WITH 3/4" DIAMETER ASTM A307 BOLTS D. 3" DIAMETER-11GA. AND SCHEDULE 40 ADJUSTABLE PIPE COLUMNS SHALL BE TEL -0 -POST TUBULAR COLUMNS (or EQUIVALENT) RE: ICC -ES 21-28 E. 4" DIAMETER -SCHEDULE 40 PIPE COLUMNS SHALL BE FIXED CARBON STEEL PIPE MANUFACTURED IN ACCORDANCE WITH ASTM A 500 GRADE B, WITH A MINIMUM YIELD POINT OF 46ksi. PROVIDE A 6"x4"x1/2" CAP AND BASE PLATE AND WELD COLUMN TO PLATES WITH 1/4" FILLET WELDS. 4" DIAMETER -SCHEDULE 40 ADJUSTABLE PIPE COLUMNS MAY BE SUBSTITUTED FOR THE FIXED COLUMN, PROVIDED THE COLUMN TECHNICAL INFORMATION IS FORWARDED TO THIS OFFICE FOR APPROVAL PRIOR TO CONSTRUCTION. F. ALL STRUCTURAL STEEL SHALL BE FIELD PAINTED AFTER INSTALLATION WITH RUST -RESISTANT PRIMER. A992 A500 A53, GRADE B A36 0 76'-10" 30'-5" 2'-0" 1 4'-2,Y2" 14'_2 Y2" 0 M PIER LOADS PIER # LOAD (kips) HELIX SIZE 1 23.47 14" 2 23.75 14" 3 16.85 12" 4 32.22 14" 5 36.47 16" 6 34.24 14" 7 23.55 14" 8 _21.72 _ 12" 9 50.51 16" 10 38.40 16" 11 32.18 14" 12 10.58 12" 13 17.26 12" 14 23.09 14" 15 18.83 12" 16 18.83 12" 17 20.15 12" 18 16.53 12" 19 31.07 14" 20 21.58 12" 21 51.35 16" 22 29.71 14" 23 20.16 12" 24 12.28 12" 25 10.78 12" 26 10.78 12" 27 1 1 .70 12" 28 11.70 12" 29 6.01 12" 3 -Car Garage /`///////''////fid%///////////////////,//%// 34'-91/ „ 2 25' 11/2" 13'-8" 2'-0" 11'-8" 21'-1Y2" 7'-10'2" 3'-O" 3 0 Crawlspace 21'-01/4" 1 1'-71/2„ 1'-0" II 8'-0" 2'-7)/2" 2' - / 11 2'-2" 17'-8Y2" 16'-4" " 9'-O" 1'-0" „ eg 20'-81/2, 11 -0" 10'-4" 11 8'-4" 113/4 10'-0" 30'-8 1/2" 13'- 2'-O" 7" 3' 67'-4" 6'-11" 1'- 7'-11" 3'-9" 3'-9" 1' -0" 5- 6'-10" " 0 j0,1'-0" 11'- ►1/4" P rc 10'-6" 11'-6" 0 0 0 0 o 0 0 •CV 17'-9" 76'-10" \\\\17720 Jed- e (Meer milli- proi'ia /t (14-4-11-4, we red, s cane' ark / 1 pierMi . _._,// FOUNDATION REPAIR PLAN CRAWLSPACE 1/ " = 1'- 11 GENERAL NOTES - THIS OFFICE HAS NOT OBSERVED EXISTING CONDITIONS OR NECESSITY FOR REPAIRS. REPAIRS ARE BASED ON OBSERVATIONS AND R[COMMENDATIONS PROVIDED BY PATTILLO ASSOCIATE ENGINEERS, IN THEIR LETTER DATED MARCH 17, 2009 FOR THE SUBJECT SITE. - CONTRACTOR SHALL CHECK ALL DIMENSIONS ON STRUCTURAL DRAWINGS AGAINST ACTUAL - ENGINEER'S APPROVAL MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. - ALL EXCAVATED FILL SHALL BE REPLACED WITH STRUCTURAL FILL IN ACCORDANCE WITH SOILS REPORT - SUPPORT ALL SUSPENDED UTILITIES AS NECESSARY PRIOR TO RE LEVELING OPERATIONS. - EPDXY INJECT ALL FOUNDATION CRACKS 1/8" AND WIDER AFTER WALLS HAVE BEEN REPAIRED, TYPICAL. - IF A CONFLICT EXISTS BETWEEN SPECIFICATIONS, THE MOST RESTRICTIVE SHALL GOVERN UNLESS APPROVED IN WRITING BY THE ENGINEER OF RECORD. - THE MEANS AND METHODS OF RE -LEVELING THE STRUCTURE ARE THE RESPONSIBILITY OF THE CONTRACTOR. SHORING OR ADDITIONAL REINFORCEMENT MAY BE REQUIRED BASED UPON CONDITIONS WITNESSED DURING REPAIRS, THE DESIGN OF ANY ADDITIONAL MEASURES IS BEYOND "HE CURRENT SCOPE OF WORK, BUT MAY BE ADDED LATER AT THE CLIENT'S REQUEST/APPROVAL - ALL ITEMS OF WORK SHALL BE ACCOMPLISHED IN A WORKMANLIKE MANNER, AND IN ACCORDANCE WITH BEST MODERN CONSTRUC ON PRACTICE. ALL MATERIALS, EQUIPMENT, AND WORK SHALL COMPLY WITH ALL CURRENTLY APPROVED OR ACCEPTED PROVISIONS OF APPLICABLE CODES AND STANDARDS, AND ALL FEDERAL, STATE, COUNTY, AND MUNICIPAL CODES, LAWS, AND ORDINANCES. SUCH CODES, STANDARDS, LAWS, AND ORDINANCES SHALL, UNLESS OTHERWISE MUTUALLY AGREED UPON, BE THOSE THAT WERE IN EFFECT ON THE DATE OF THE BID OPENING. - CONTRACTOR SHALL MAKE MAXIMUM EFFORT TO PERFORM ALL WORK IN THE LEAST DISRUPTIVE MANNER AND MAINTAIN A SAFE ENVIRONMENT DURING CONSTRUCTION. BARRICADES AND CONTROLS SHALL BE ERECTED AND MAINTAINED BY THE CONTRACTOR UNTIL COMPLETION OF PROJECT. - CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY BUILDING PERMITS. - CONTRACTOR 15 TO COORDINATE CONSTRUCTION WITH ENGINEER AND OWNER. - THE ENGINEER SHALL RETAIN RIGHT TO APPROVE OR REJECT ALL WORK PERFORMED. - CONTRACTOR SHALL NOTIFY ENGINEER OF ANY BUILDING DETERIORATION NOT SPECIFICALLY ADDRESSED BY THESE DRAWINGS BEFORE CONTINUING WITH THE WORK. - BUILDING ENVELOPE REPAIRS ARE NOT PART OF THIS SCOPE OF WORK, EXCEPT WHERE EXPOSURE OF COMPONENTS WILL BE REQUIRED DUE TO STRUCTURAL MOVEMENT, RECOMMENDATIONS FOR REMEDIATION OF ANY BUILDING ENVELOPE AREAS AFFECTED BY RE -LEVELING WILL BE ADDRESSED ON A CASE-BY-CASE BASIS, CONTRACTOR SHOULD ANTICIPATE SOME ADDITIONAL WORK WILL BE REQUIRED FOR THIS SCOPE DURING THE COSMETIC REPAIR PROCESSES. - ALL 'COSMETIC" REPAIRS, INCLUDING VENEER, DRYWALL, DOOR RE-5ETIING, RE LEVELLNG, ETC, TO BE COORDINATED BETWEEN HOMEOWNER AND CONTRACTOR. A MINIMUM OF 120 DAYS AFTER RE LEVELING. w- ASSUMED LOADING CONDITIONS BASED ON LAYOUT PROVIDED ON PAGE 51.0. ANY SIGNIFICANT VARIATION TO BE REPORTED TO THIS OFFICE PRIOR TO CONSTRUCTION. FOUNDATION LAYOUT BASED ON SIMILAR DRAWINGS FOR SAME PLAN. A APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILDEPAR NT Date U /d Ry,4 ,. LD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE Palle of 1, L5 per 44 r [S PSSu eel i 7 $f d‘714 /Zeffrie, Cln J Bern ren4'6t Is Rep /Ike of ✓X741 rZ 144 1 ISSUE NUMBER 0 (\J Lu 1- 5 cdow Lu 1- w J IL r-- 0 c� 0 CV O FOUNDATION e. . ..iff : 2C01: • a•.�h\�'�tr.. 0 d 0 4' 0 } 0 0. m 0 0 0 0 0 0. ✓ IC \0 u # 1kb W 0 0.Q g 10 tPLA$ 32O2IY FOUNDATION REPAIR PLAN 446! L 44) HELICAL PIER LAYOUT REVISIONS PLOT DATE JUNE 24, 2010 EIRE -8-18-1681/6541 Intergrated Real Estate foundation slabiihzathon 0054 Sliver Mtn Dr G4^4S Ironbridge PUD, Lot 148 JOB No. .55 -O01 -EF DATE APRIL 7, 2006 DESIGN NPG DRAFTING .JTB CHECKED TDF C w SHEET F1.O�� HELICAL PIER SCHEDULE r l+1 J •WORKING = = = 3"0 GRIP-TITE UNDERPINNING WORKING LOAD 3"0 GRIP-TITE UNDERPINNING LOAD 3"0 GRIP-TITE UNDERPINNING WORKING LOAD HELICAL BRACKET (MIN). HELICAL BRACKET (MIN). HELICAL BRACKET (MIN). PIER w/ 12"0 HELIX. PIER TO BE RATED 24.2 kips PIER w/ 14"0 HELIX. PIER TO BE RATED 38.4 kips PIER w/ 16"0 HELIX. PIER TO BE RATED 54.7 kips & & & FOUNDATION REPAIR PLAN CRAWLSPACE 1/ " = 1'- 11 GENERAL NOTES - THIS OFFICE HAS NOT OBSERVED EXISTING CONDITIONS OR NECESSITY FOR REPAIRS. REPAIRS ARE BASED ON OBSERVATIONS AND R[COMMENDATIONS PROVIDED BY PATTILLO ASSOCIATE ENGINEERS, IN THEIR LETTER DATED MARCH 17, 2009 FOR THE SUBJECT SITE. - CONTRACTOR SHALL CHECK ALL DIMENSIONS ON STRUCTURAL DRAWINGS AGAINST ACTUAL - ENGINEER'S APPROVAL MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. - ALL EXCAVATED FILL SHALL BE REPLACED WITH STRUCTURAL FILL IN ACCORDANCE WITH SOILS REPORT - SUPPORT ALL SUSPENDED UTILITIES AS NECESSARY PRIOR TO RE LEVELING OPERATIONS. - EPDXY INJECT ALL FOUNDATION CRACKS 1/8" AND WIDER AFTER WALLS HAVE BEEN REPAIRED, TYPICAL. - IF A CONFLICT EXISTS BETWEEN SPECIFICATIONS, THE MOST RESTRICTIVE SHALL GOVERN UNLESS APPROVED IN WRITING BY THE ENGINEER OF RECORD. - THE MEANS AND METHODS OF RE -LEVELING THE STRUCTURE ARE THE RESPONSIBILITY OF THE CONTRACTOR. SHORING OR ADDITIONAL REINFORCEMENT MAY BE REQUIRED BASED UPON CONDITIONS WITNESSED DURING REPAIRS, THE DESIGN OF ANY ADDITIONAL MEASURES IS BEYOND "HE CURRENT SCOPE OF WORK, BUT MAY BE ADDED LATER AT THE CLIENT'S REQUEST/APPROVAL - ALL ITEMS OF WORK SHALL BE ACCOMPLISHED IN A WORKMANLIKE MANNER, AND IN ACCORDANCE WITH BEST MODERN CONSTRUC ON PRACTICE. ALL MATERIALS, EQUIPMENT, AND WORK SHALL COMPLY WITH ALL CURRENTLY APPROVED OR ACCEPTED PROVISIONS OF APPLICABLE CODES AND STANDARDS, AND ALL FEDERAL, STATE, COUNTY, AND MUNICIPAL CODES, LAWS, AND ORDINANCES. SUCH CODES, STANDARDS, LAWS, AND ORDINANCES SHALL, UNLESS OTHERWISE MUTUALLY AGREED UPON, BE THOSE THAT WERE IN EFFECT ON THE DATE OF THE BID OPENING. - CONTRACTOR SHALL MAKE MAXIMUM EFFORT TO PERFORM ALL WORK IN THE LEAST DISRUPTIVE MANNER AND MAINTAIN A SAFE ENVIRONMENT DURING CONSTRUCTION. BARRICADES AND CONTROLS SHALL BE ERECTED AND MAINTAINED BY THE CONTRACTOR UNTIL COMPLETION OF PROJECT. - CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY BUILDING PERMITS. - CONTRACTOR 15 TO COORDINATE CONSTRUCTION WITH ENGINEER AND OWNER. - THE ENGINEER SHALL RETAIN RIGHT TO APPROVE OR REJECT ALL WORK PERFORMED. - CONTRACTOR SHALL NOTIFY ENGINEER OF ANY BUILDING DETERIORATION NOT SPECIFICALLY ADDRESSED BY THESE DRAWINGS BEFORE CONTINUING WITH THE WORK. - BUILDING ENVELOPE REPAIRS ARE NOT PART OF THIS SCOPE OF WORK, EXCEPT WHERE EXPOSURE OF COMPONENTS WILL BE REQUIRED DUE TO STRUCTURAL MOVEMENT, RECOMMENDATIONS FOR REMEDIATION OF ANY BUILDING ENVELOPE AREAS AFFECTED BY RE -LEVELING WILL BE ADDRESSED ON A CASE-BY-CASE BASIS, CONTRACTOR SHOULD ANTICIPATE SOME ADDITIONAL WORK WILL BE REQUIRED FOR THIS SCOPE DURING THE COSMETIC REPAIR PROCESSES. - ALL 'COSMETIC" REPAIRS, INCLUDING VENEER, DRYWALL, DOOR RE-5ETIING, RE LEVELLNG, ETC, TO BE COORDINATED BETWEEN HOMEOWNER AND CONTRACTOR. A MINIMUM OF 120 DAYS AFTER RE LEVELING. w- ASSUMED LOADING CONDITIONS BASED ON LAYOUT PROVIDED ON PAGE 51.0. ANY SIGNIFICANT VARIATION TO BE REPORTED TO THIS OFFICE PRIOR TO CONSTRUCTION. FOUNDATION LAYOUT BASED ON SIMILAR DRAWINGS FOR SAME PLAN. A APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILDEPAR NT Date U /d Ry,4 ,. LD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE Palle of 1, L5 per 44 r [S PSSu eel i 7 $f d‘714 /Zeffrie, Cln J Bern ren4'6t Is Rep /Ike of ✓X741 rZ 144 1 ISSUE NUMBER 0 (\J Lu 1- 5 cdow Lu 1- w J IL r-- 0 c� 0 CV O FOUNDATION e. . ..iff : 2C01: • a•.�h\�'�tr.. 0 d 0 4' 0 } 0 0. m 0 0 0 0 0 0. ✓ IC \0 u # 1kb W 0 0.Q g 10 tPLA$ 32O2IY FOUNDATION REPAIR PLAN 446! L 44) HELICAL PIER LAYOUT REVISIONS PLOT DATE JUNE 24, 2010 EIRE -8-18-1681/6541 Intergrated Real Estate foundation slabiihzathon 0054 Sliver Mtn Dr G4^4S Ironbridge PUD, Lot 148 JOB No. .55 -O01 -EF DATE APRIL 7, 2006 DESIGN NPG DRAFTING .JTB CHECKED TDF C w SHEET F1.O�� _ J L_ 1 L_ J f- 5 b L J c m 23 23 0 0 -n-n23 r 0 0 1 0 (1) (/) c m 0 arl Z r 0 0 23 —n N V / D 0 0 L u P l_r 1.I 1 I— 1 r r�"1fr 7r -n-rn JL — L-L1U_ J u -nrr r n and JJ "r 7 J r 1 r 1 F 1 f J F J -I 71 —I II IIl am'•---' L _ /" t iI r XI -cg N ©20 PLOT DATE JUNE 24. 2010 r' PLA.1 3202L ASSUM D FRAMING LAYOUT/FOR LOADING ALL FLOORS V) = m ti CHECKED .TDF DRAFTING ,JTB 0 rn y rl • z DATE APRIL 7. 2006 1 L Cg Z O En li••mr • O C) N 2 0 m )8 by Fuhrman Enaineerina Servi es. U.C. NI r II 1 0 c m 23 63MO1/8OOIi 0 0 -n 23 Z 0 r 0 c • • • ni 1 • ASSUMED FRAMING LAYOUTS PLAN 3202L IRONBRIDGE COMMUNITY GARFIELD COUNTY COLORADO Innnbnua111) 1010 Washington Ave. Suite 200, Golden Colorado 80401 1' V HRMANN ENGINEERING SERVICES, EEC STRUCTURAL CONSULTANTS 1205 SOUTH PLATTE RIVER DRIVE, SUITE 200 DENVER, COLORADO 80223 PHONE (303) 715-9885 FAX (303) 715-9890 hese documents shall be restricted to the original projects for which they were prepared and controcted for. My re -use, reproduction or publication, in whole or in part, by ony method of these drawings is expressly prohbted, volates The copyright laws of—the United States and will be susbfect to legal prosecution. Fuhrmann Engineering Services, LE retains title of these documents drawings and all federal, state, and common low copyright protections. 17.U.S.C. section 1 1 tam