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Home My WebLink AboutSub Permit.250 S Original St.0089.2019 (8).ARBK0089-2019-ARBK_BuildingComments_1 Page: [18] ASSEMBLIES-A6.01 File Name: 2019-03-21 250 S ORIGINAL PERMIT COMBINED STAMPED.pdf Subject: PlanCheck Author: nickt Color: Provide sheet S1.0. 2019-03-21 250 S ORIGINAL PERMIT COMBINED STAMPED.pdf (5) Page: [18] ASSEMBLIES-A6.01 File Name: 2019-03-21 250 S ORIGINAL PERMIT COMBINED STAMPED.pdf Subject: PlanCheck Author: nickt Color: City of Aspen adopted ground snow load is 100psf. Ordinance 40, 2016 Page: [18] ASSEMBLIES-A6.01 File Name: 2019-03-21 250 S ORIGINAL PERMIT COMBINED STAMPED.pdf Subject: PlanCheck Author: nickt Color: Indicate welding requirements. Page: [18] ASSEMBLIES-A6.01 File Name: 2019-03-21 250 S ORIGINAL PERMIT COMBINED STAMPED.pdf Subject: PlanCheck Author: nickt Color: UL V311 is for walls. If you can't find a horizontal assembly using FlameBlock for the underside of the overhang, we will accept 2 layers in accordance with 2015 IBC 722.6. Page: [18] ASSEMBLIES-A6.01 File Name: 2019-03-21 250 S ORIGINAL PERMIT COMBINED STAMPED.pdf Subject: PlanCheck Author: nickt Color: Special inspection agreement must be signed by the fabricator prior to permit sign off. BWL BW CS-WP CS - W P CS - W P EXISTING 2ND LEVEL WALLS HAVE NO WALL SHEATHING; ADD SHEATHING PER S1.0 BWL BWL Provide sheet S1.0. DWG SYMBO FTG FOOTING FV FIELD VERIFY GA GAUGE GALV GALVANIZED GR GRADE GR BM GRADE BEAM HD HOLD DOWN HDAS HEADED ANCHOR STUD HORIZ HORIZONTAL HT HEIGHT ID INSIDE DIAMETER IF INSIDE FACE IN INCH INCL INCLUDED INT INTERIOR JT JOINT K KIPS L OR LG LENGTH LL LIVE LOAD LLH LONG LEG HORIZ. LLV LONG LEG VERT LT WT LIGHT WEIGHT LVL LEVEL OR LAMINATED VENEER LUMBERS DX : COLUMN, SE OR PLAN CAL : OVERFRAM : PAD FOOTIN : EDGE OF FL SHEATHING : JOIST CALL : STEP IN FLO MEMBER : HANGER @ 16" O.C. TYP. JOIST TYPE : MEMBER CA TOC TOF TOPG TOS TOW TR TRANS TYP ULT UNO VERT VIF W/ W/O WD WF WP WWF W x H IRC FASTENING ER THE IBC ILS SHALL BE COMMON OR). NOT PROVIDE " DIA. IA. DO NOT AS ALL CE WITH THE EDS PROVED EQUAL. ASONRY 50 AS MANUF. TH RDANT WOOD TEEL OR IN THE RDANCE NUF. 153 OR BETTER). M A36 TYP Y BE USED COPE AND E B WITH A563 MEMBERS 36 WASHERS OT SUBSTITUTE TOP PLATE CONNECTIONS 1. CODES AND STANDARDS USED IN DESIGN: A. INTERNATIONAL CODES (IBC & IRC) 2015 B. ASCE 7-15 C. ACI 318-14 D. AISC 15TH EDITION E. NDS 2018 2. SEISMIC LOADS : SEE S7.0 3. WIND LOADS STRUCTURE CATEGORY: WIND IMPORTANCE FACTOR: 1.0 BASIC WIND SPEED (3 - SECOND GUST WIND SPEED): 90 MPH EXPOSURE CATEGORY:B 4. SNOW LOADS SITE ELEVATION 8,032 FT TABULUATED SEAC 2016 GSL VALUE FOR CITY OF ASPEN 75 PSF FLAT ROOF SNOW LOAD: 60 PSF SNOW EXPOSURE FACTOR, Ce: 1.0 SLOPE FACTOR, Cs: - non sliding areas: 1.0 - sliding areas:1.0 THERMAL FACTOR, Ct:1.1 TO 1.0 SNOW LOAD IMPORTANCE FACTOR : 1.0 SNOW DENSITY;25 PCF SNOW DRIFTING PER ASCE 7-15 SEC 7.7. SLIDING SNOW PER ASCE 7-15 SEC 7.9. 5. LIVE LOADS - ROOF (NON CONCURRENT): 20 PSF - FLOORS AND DECK:40 PSF - GARAGE SLAB:50 PSF 6. DEAD LOADS - ROOF: 15 PSF - DECK:12 PSF 7. LATERAL LOAD RESISTING SYSTEM : - BRACED WALL PANELS AND SHEARWALLS 8. FOUNDATION - GEOTECH: NONE - REPORT: NA - DATE: NA - MAX BRG: 2,000 PSF ASSUMED PER IRC R401.4.1 - MIN PAD WIDTH: NA - MIN FTG WIDTH: NA DESIGN PARAMETERS City of Aspen adopted ground snow load is 100psf. Ordinance 40, 2016 RE: ARCHITECT AN 5" 1"3"1" 1/2" DIA. BOLTS COL. BRACKNO S PL 3/8" TYP. Indicate welding requirements. 1-1/2" = 1'-0" ROOF - PROPOSED OVERHANGS, TYPICA21-1/2" = 1'-0" ROOF - PROPOSED EAST OVERHANG1 UL V311 is for walls. If you can't find a horizontal assembly using FlameBlock for the underside of the overhang, we will accept 2 layers in accordance with 2015 IBC 722.6. BE BREAK TESTED AND VERIFIED BY AN INDEPENDENT 3RD CONTRACTOR SHALL SUBMIT BREAK TESTS TO ENGINEER OF RECORD PRIOR TO ANY FRAMING INSTALLATIONS. 2. USE TYPE II PORTLAND CEMENT (ASTM - C150) WITH 5% AIR ENTRAINMENT. CONCRETE AGGREGATE TO BE NORMAL WEIGHT STONE. 3. PERFORM ALL CAST - IN - PLACE CONCRETE WORK IN ACCORDANCE WITH THE LATEST EDITION OF "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI - 301, UNLESS NOTED OTHERWISE. PROVIDE HOT OR COLD WEATHER PROTECTION PER ACI - 305R OR 306R. 4. REINFORCED STEEL SHALL CONFORM TO ASTM A615: #3 AND SMALLER....GRADE 40. #4 AND LARGER ....GRADE 60. 5. HORIZONTAL REINFORCED STEEL SHALL BE MADE CONTINUOUS BY LAPPING BARS A MINIMUM OF 32 BARS DIAMETERS AT ALL SPLICES AND PROVIDED CORNER BARS U.N.O.. FABRICATION AND INSTALLATION OF REINFORCED STEEL SHALL CONFORM TO ACI - 315. 6. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AT THE POSITION SHOWN ON THE DOCUMENT. 7. CALCIUM CHLORIDE OR ADMIXTURES CONTAINING MORE THAN 0.05% CHLORIDE IONS OR THIOCYANATES ARE NOT PERMITTED. 7A. DO NOT WET SET DOWELS IN WALLS RETAINING MORE THAN 48" OF BACKFILL. 1. ALL FTGS SHALL BE UNDISTURBED SOIL WITH PRIOR APPROV 2. CONTRACTOR SHAL DIRECT SITE DRAINA SUBSTRATES PRIOR FOOTINGS SHALL BE SPECIFIED BY THE G 3. A REPRESENTATIVE OBSERVE ALL FOOT CONCRETE PLACEM CONDITIONS. PROVID DEWATERING AS RE ENGINEER. 4. CONCRETE TOLERAN A. TOP OF WAL WALL (PLUM WALL HEIGH B. TOP OF WAL RUN OF WAL C. BELOW GRA NOT EXCEED D. SLAB ON GR A MANUALLY LOCATED AN EXCEED ¼” IN MEASURED, SAMPLES ME DURING MEA ACI 117 SECTI ROTATIONS) E. FORMED WA FROM THE CO FOUNDATIO MEMBERS. 8. ALL PANELS SHALL OR EXTERIOR RATED STRUCTURAL USE ( BOARD). OSB PANE 1. SPECIAL INSPECTIONS SHALL BE PROVIDED PER IBC SECTION 1704. THE LIST BELOW IS A SUMMARY OF REQUIRED SPECIAL INSPECTIONS. SPECIAL INSPECTION REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT BY THE CONTRACTOR. A. SOILS: SUBGRADE AND FILL BENEATH PAD FOOTINGS SUPPORTS. B. STRUCTURAL STEEL: FIELD WELDING, SNUG TIGHT BOLTED JOINTS (PERIODIC) SPECIAL INSPECTIONS Special inspection agreement must be signed by the fabricator prior to permit sign off. NOTE CHANGED TO S0.0 VERIFIED AS 100PSF - NOTE CHANGED WELDING REQ ADDED (2) LAYERS SHOWN ON REVISED DETAIL CONTRACTOR TO PROVIDE INSPECTION AGREEMENT 08/14/2019