The URL can be used to link to this page

Home My WebLink AboutDRB17-0454_Pier Installation for PRMT Casolar_1507668000.pdf 0161 OF 1,41 0 *n IS 1130 .„0::::). SPEC I F I GATI ONS: Jigol to DRB APPROVED 10/10/2017 12:00:00 AM DESIGN LOADS: CODE EDITION: 2015 IBC LIVE LOADS: • EXTERIOR DECKS 100 PSF DEAD LOADS: • EXTERIOR DECKS 15 PSF bPSE LATERAL LOADS: • BASIC WIND SPEED: N/A STRUCTURAL DESIGNS • EXPOSURE: N/A • SEISMIC' DESIGN CLASS: N/A PO BOX 6230 EAGLE, CO 81631 PH. a70-331-6'740 STEEL HELICAL PIERS: FAX. 1-888-362-4685 A. STEEL HELICAL PIERS SHALL BE DESIGNED AND INSTALLED TO RESIST THE UNFACTORED INFO®bPSE.NET DESIGN LOADS AS SHOWN ON SHEET S2.1. THE FACTOR OF SAFETY APPLIED TO THE WWW.bPSE.NET DESIGN LOADS TO OBTAIN THE ULTIMATE LOAD CAPACITY OF EACH PIER SHALL BE 2.0, UNLESS OTHERWISE RECOMMENDED BY THE PIER MANUFACTURER. THESE PLANS AND WRITTEN B. INSTALLATION SHALL BE COMPLETED BY A MANUFACTURER AUTHORIZED CONTRACTOR, SIMPSON ABU/ ABE TIMBER COLUMN RE: INsrirs oFISERvicE AND WITH PROOF OF CURRENT AUTHORIZATION BEING SUBMITTED TO THE ARCHITECT/ COLUNM BASE - FINISH PLAN ARE THE PROPERTY OF bPSE,LLC. STRUCTURAL ENGINEER PRIOR TO INSTALLATION. PER CNTRCTR (bPSE). REUSE OF THIS DRAWING WATERPROOFING AT OR ANY INFORMATION CONTAINED C. THE GEOTECHNICAL ENGINEER SHALL BE PRESENT DURING INSTALLATION. WITHIN;ON A PROJECT OTHER THAN D. THE MAXIMUM TOLERANCE FOR TOP OF PIER ALIGNMENT SHALL NOT EXCEED 3" +/-. DO CONNECT COL. BASE TIMBER COLUMN/ FNSH INDICATED IN THE TITLE BLOCK, 15 PER CNTRCTR PROHIBITED WITHOUT WRITTEN NOT FORCE INTO ALIGNMENT, AFTER PLACEMENT. PER MANUFACTURERPERMISSION FROM bPSE. bPSE IS E. SUBMIT SHOP DRAWINGS INDICATING SHAFT AND HELIX SIZES, MANUFACTURER'S NOT RESPONSIBLE FOR ERRORS DUE TO SCALED DRAWINGS. CATALOGED CUTS AND DATA SHEETS; TO THE STRUCTURAL ENGINEER, FOR REVIEW, REFER ANY QUESTIONS OR PRIOR TO INSTALLATION. Z DISCREPANCIES TO bPSE PRIOR TO OR DURING CONSTRUCTION. F. ALL PIERS SHALL HAVE A MINIMUM CORROSION PROTECTION OF HOT DIPPED II [FIELD GOORD.] GALVANIZATION. THE GEOTECHNICAL ENGINEER SHALL DETERMINE IF FURTHER \ .' . .1 CORROSIVITY PROTECTION IS REQUIRED, AND THE PIER SUPPLIER SHALL DETERMINE •0 `t T.O. PIER REQUIRED MEDIATION. \ G. I BCO APPROVAL SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER BY MEANS OF 1=1 1 1 III I I I I—III—I 0 THE IBGO EVALUATION REPORT. III °a III I I H. A WRITTEN RECORD SHALL BE KEPT FOR EACH PIER INCLUDING THE FOLLOWING: La I I I • DATE OF INSTALLATION Lu 0 — 2" GLR. • LOCATION OF THE PIER 0 I _ • DESCRIPTION OF THE LEAD SECTION I I v a ° z • NUMBER AND SIZE OF THE HELICES 1 J ME i #3-STIRRUP TIES, AS Immin • NUMBER OF EXTENSIONS USED REQ'D • DEPTH OF INSTALLATION FROM A KNOWN DATUM REFERENCE POINT • TORQUE AT THE TERMINATION OF THE PIER WRAP STIRRUPS AT C ■ U VERT. REINFORCING / I / RE: PLAN STRUCTURAL WOOD FRAMING SPECIFICATIONS: C A. WOOD FRAMING SHALL CONFORM TO THE REQUIREMENTS OUTLINED IN THE NDS �' X "SPEC I F I CAT ONS OF STRESS GRADE LUMBER AND ITS FASTENI NGS," LATEST ED 1 TI ON, 'V� AND CONSTRUCTION MATERIAL SHALL CONFORM TO THE CURRENT IBC. —\)/\— '141 0 it B. FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR-LARCH (DF), ACCORDING TO STEEL HEL 1 GAL PIER Lim !== THE FOLLOWING RECOMMENDATIONS: ALL 2" NOMINAL LUMBER, EXCEPT STUDS SHALL BE PER MANUF./ SUPPLIER $ DF *2 OR BETTER, AND SOLID TIMBER BEAMS AND POST 3" NOMINAL AND WIDER, SHALL SPEC IS W/ STANDARD Z BE DF *2 OR BETTER. TOP PLATE $ (3)-#5'SZ C. DIMENSION LUMBER (2"+ WIDE X 4"-12" DEEP) HAS BEEN DESIGNED ASSUMING THE VERT - DEPTH PER FOLLOWING STRESS PROPERTIES: FLEXURAL STRESS, cl00 PSI; HORIZONTAL SHEAR, 1c10 MANUF./ SUPPLIER milini id in PSI; MODULUS OF ELASTICITY, 1,600,000 PSI; TENSION PARALLEL TO GRAIN, 450 PSI; COMPRESSION PARALLEL TO GRAIN, 850 PSI; COMPRESSION PERPENDICULAR TO GRAIN, Lll > 625 PSI. �,/ D. DIMENSION TIMBER LUMBER (5"+ WIDE X 5"+ DEEP) HAS BEEN DESIGNED ASSUMING THE I T I ST1� 61� I G1� ^ FOLLOWING STRESS PROPERTIES: FLEXURAL STRESS, 1350 PSI; HORIZONTAL SHEAR, I°1O !-� O PSI; MODULUS OF ELASTICITY, 1,600,000 PSI; TENSION PARALLEL TO GRAIN, 450 PSI; COMPRESSION PARALLEL TO GRAIN, 850 PSI; COMPRESSION PERPENDICULAR TO GRAIN, S I . I F I E 5/411 = 11_011 �/ �J, ` 625 PSI. l� E. BOLTS USED FOR WOOD FRAMING CONNECTIONS SHALL BE INSTALLED WITH STANDARD WASHERS AND NUTS. F. TYPICAL MINUMUM NAILING SHALL BE PROVIDED, WITH COMMON NAILS, ACCORDING TO O THE 2015 IBC FASTENING SCHEDULE. U 0 stC G. FOR ALL SOL 1 D OR BUILT-UP COLUMNS BEARING THROUGH FLOOR JOIST SPACES; PROVIDE BLOCKING I N JOIST SPACE, WITH CROSS SECTIONAL AREA TO MATCH THE COLUMN ABOVE. l ` H. 2X DIMENSION LUMBER FLOOR FRAMING, REQUIRES: 2X "CROSS BRIDGING" BLOCKING V SPACED AT INTERVALS NOT GREATER THAN 8'-O"; AT ALL SUPPORTS AND CANTILEVER 00 ENDS. I. ANY HOLES REQUIRED IN THE WOOD FRAMING; SHALL BE DRILLED THRU THE CENTERLINE OF THE STUDS AND/ OR JOISTS AND SHALL NOT EXCEED A I/2" DIAMETER. >.. =J. UNLESS NOTED OTHERWISE, STEEL CONNECTORS SUCH AS THOSE MANUFACTURED BY THE S I MPSON COMPANY SHALL BE USED TO JOIN RAFTERS/ JO STS OR BEAMS TO OTHER BEAMS AT FLUSH-FRAMED GOND I TI ONS. USE NAILS SPECIFIED BY THE MANUFACTURER AND PROVIDE THE MAXIMUM NAILS SUGGESTED. CONTACT THE STRUCTURAL ENGINEERcri FOR ADDITIONAL CONNECTIONS AND DETAILS, AS REQUIRED. V) STRUCTURAL WOOD FRAMING ASSEMBLIES: A. EXTERIOR DECK CONSTRUCTION: kilID 1. WOOD DECKING SHALL BE 2X DECKING. PLANKS SHALL BE SPLICED AT THE CENTER OF THE SUPPORT MEMBERS WITH ADJACENT PLANKS SPLICED AT ALTERNATE SUPPORT MEMBERS - EACH DECK PLANK SHALL BE CONNECTED TO cri EACH SUPPORT WITH (2)-*8 DECK SCREWS, PER MANUF. DECKING SHALL BE GLUED AT THE BUTT-JOINT WITH 40% GLUE COVERGE.- TYPICAL, U.N.O. 2. COORDINATE FACE PATTERN, TEXTURE AND FACTORY FINISH WITH THE EXISTING CONDITIONS. GENERAL SPEC 1 F I CAT 1 ONS: A. IF CONSTRUCTION ADJOINS AN EXISTING STRUCTURE; THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE DIMENSIONS, ELEVATIONS, FRAMING, FOUNDATION AND ANYTHING ELSE THAT MAY AFFECT THE WORK SHOWN ON THE STRUCTURAL PLANS. , f1 (UNDER PINNING, SHORING AND BRAG ING OF THE EXISTING STRUCTURE SHALL BE THE J SOLE RESPONSIBILITY OF THE CONTRACTOR). B. ENGINEERS ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. Z w z0 C. COORDINATE REQUIREMENTS FOR MECHANICAL/ ELECTRICAL/ PLUMBING PENETRATIONS 0 THROUGH STRUCTURAL ELEMENTS WITH THE STRUCTURAL ENGINEER. PRIOR TO 5 O Z INSTALLATION OF SUCH EQUIPMENT OR OTHER ITEMS TO BE ATTACHED TO THE —L 0 STRUCTURE, THE CONTRACTOR SHALL ALSO OBTAIN APPROVAL FOR CONNECTIONS AND 1 0 0 i_ t SUPPORT. CONTRACTOR SHALL FURNISH REQUIRED HANGERS, CONNECTIONS, ETC. REQU I RED FOR INSTALLATION OF SUCH ITEMS, UNLESS SPECIFICALLY NOTED ON PLANS. < VIU w UJ D. FIRE PROTECTION: STRUCTURAL AND NON-STRUCTURAL ELEMENTS SHALL BE PROVIDED D_ 0_ !L THE ADEQUATE FIRE PROTECTION, PER CODE, FOR THE TYPE OF CONSTRUCTION 1 V V V IU SPECIFIED BY THE ARCHITECTURAL DRAWINGS. V 0 0 0 0 E. THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH ALL I I ELEMENTS I N THEIR F I NAL POS I TI ONS, SUPPORTED AND BRACED. THE CONTRACTOR, I N W W W THE PROPER SEQUENCE, SHALL PROVIDE SHORING AND BRAG I NG, AND NECESSARY PRECAUTIONS, AS MAY BE REQUIRED DURING CONSTRUCTION TO ACHIEVE THE FINAL , ` 0 0 0 COMPLETED STRUCTURE. CONTACT ENGINEER FOR CONSULTATION (NOT IN CONTRACT) v AS REQU I RED. _ "`�>> F. THE STRUCTURAL ENGINEER SHALL BE CONTACTED DURING THE CONSTRUCTION PHASE TO O��;��CFiy ,ti�IrIll r MAKE THE JOB SITE OBSERVATIONS NECESSARY TO CONFIRM THAT THE CONSTRUCTION V ''�,. • IUI- 15 - IS PROCEEDING ACCORDING TO THE PLANS AND SPECIFICATIONS. JOB-SITE �j j/// `- �i N ►N W Q CN OBSERVATIONS SHALL NOT BE CONSIDERED CONSTRUCTION APPROVALS (STRUCTURALi 11 4�7 • ; r (1 ENGINEER SHALL BE CONTACTED BY THE GENERAL CONTRACTOR AND NOT THE ! V SUB-CONSULTANTS. GENERAL CONRACTOR IS ALSO RESPONSIBLE FOR THE f/ \Z 09�79�77 SUB-CONSULTANTS WORK). ff/10'E ...•••�6 __ 4 m 0 0 G. EXISTING DRAWINGS AND/OR SPEC IFIICAT IONSALL OM 1 SSI ONS OR DI SCREPANG I ES BETWEEN v AS HEY MAY OCCUR, SHALL BE BROUGHT US ELEMENTS OF THE WORK I NG OR �' SS/ONAI.ENG- z TO THE ATTENTION OF THE STRUCTURAL ENGINEER PRIOR TO OR DURING THE PROJECT: 1401 CONSTRUCTION WORK INVOLVED. RELEASE OF THESE DRAWINGS ANTICIPATES COOPERATION AND CONTINUED COMMUNICATION BETWEEN THE CONTRACTOR, ARCHITECT STRT DT: 8/201 AND ENGINEER TO PROVIDE THE BEST POSSIBLE STRUCTURE. THESE DRAWINGS HAVE BEEN PREPARED FOR THE USE OF A L I LENSED CONTRACTOR, EXPERIENCED WITH THE DRWN BY: PUP CONSTRUCTION TECHNIQUES AND SYSTEMS DEPICTED. SHEET S1 . 1