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HomeMy WebLinkAboutB16-0116 plans approved.pdf SPEC IFICAT IONS: DESIGN LOADS: GROUT: b PS E CODE EDITION: 2015 IRC A. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI AND SHALL BE A STRUCTURAL ESIONS NON-SHRINK, NON-METALLIC GROUT. LIVE LOADS: B. GROUT SHALL BE PROVIDED: PO BOX 8001 • FLAT ROOF 100 PSF • BELOW/ BETWEEN COLUMN BASE PLATES AND SUPPORT. AVON, G08 D • SLOPING ROOF 80 PSF • BELOW/ BETWEEN BEAM BEARING PLATES AND SUPPORT. PH. 910-55I-6740 • FLOORS - RESIDENTIAL 40 P5F FAX. 1-888-362-4685 • EXTERIOR DECKS 100 P5F INFO®bPSE.NET DEAD LOADS: STRUCTURAL HOOD FRAMING SPECIFICATIONS: WWW.bPSE.NET • ROOF 20 P5F A. HOOD FRAMING SHALL CONFORM TO THE REQUIREMENTS OUTLINED IN THE ND5 • FLOORS - RESIDENTIAL 15 PSF (NO CONC. TOPP'N) "SPECIFICATIONS OF STRESS GRADE LUMBER AND ITS FASTENINGS," LATEST EDITION, THESE PLANS AND WRITTEN • EXTERIOR DECKS IS PSF AND CONSTRUCTION MATERIAL SHALL CONFORM TO THE CURRENT IBC. MATERIAL,HEREIN,ARE INSTRUMENTS OF SERVICE AND B. FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR-LARCH (DF), ACCORDING TO ARE THE PROPERTY OF bPSE,LLC. LATERAL LOADS: THE FOLLOWING RECOMMENDATIONS: ALL 2" NOMINAL LUMBER, EXCEPT STUDS SHALL (b E). REUSE OF THIS DRAwINS OR ANY INFORMATION CONTAINED • BASIC HIND SPEED: N/A BE DF #2 OR BETTER, AND SOLID TIMBER BEAMS AND POST 5" NOMINAL AND HIDER, OITffIN;ON A RMATIOT OTHER THAN • EXPOSURE: N/A SHALL BE DF #2 OR BETTER. INDICA PROHIBITED WITHOUT wRIrrEN INDICATED IN THE TITLE BLOCK, IS • SEISMIC DESIGN CLASS: N/A C. ALL STUDS SHALL BE STUD GRADE DOUGLAS FIR-LARCH OR HEM-FIR (HF). PERMISSION FROM bPSE. TEN IS D. TOP AND BOTTOM PLATES SHALL BE DOUGLAS FIR-LARCH OR HEM-FIR #2, OR BETTER. NOT DUE TD TORESPONSIBLE FOR ERRORS SCALEDALEDDRAWINGS. CONCRETE FOUNDATION: PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE REFER ANY QUESTIONS OR DISCREPANCIES TO bPSE PRIOR TREATED HEM-FIR #I. TO OR DURING CONSTRUCTION. A. SUB-STRUCTURE DESIGN 15 BASED UPON (ASSUMED) CONDITIONS, CONSTRUCTION MAY E. DIMENSION LUMBER (2"+ HIDE X 4"-12" DEEP) HAS BEEN DESIGNED ASSUMING THE NOT PROCEED WITHOUT THE VERIFICATION OF THESE VALUES. IF DISCREPANCIES EXIST FOLLOWING STRESS PROPERTIES: FLEXURAL STRESS, 900 PSI; HORIZONTAL SHEAR, 190 IN THE ACTUAL SITE CONDITIONS OR THE ASSUMPTIONS, NOTIFY THE ENGINEER OF PSI; MODULUS OF ELASTICITY, 1,600,000 PSI; TENSION PARALLEL TO GRAIN, 450 PSI; RECORD (E.O.R.) FOR REVIEW. COMPRESSION PARALLEL TO GRAIN, 850 PSI; COMPRESSION PERPENDICULAR TO GRAIN, B. FOOTINGS HAVE BEEN DESIGNED USING AN (ASSUMED) ALLOWABLE, NON-EXPANSIVE, 625 PSI. SOIL BEARING PRESSURE OF 1500 PSF. F. HOOD PLATES INSTALLED ON CONCRETE WALLS/ BEAMS OR STEEL BEAMS SHALL BE C. FOOTINGS ARE (ASSUMED) TO BEAR A MINIMUM OF 41-0" BELOW EXTERIOR GRADE, AND RIPPED TO MATCH WALL/ BEAM WIDTH. inej THAT ALL FOOTINGS ARE CENTERED UNDER THE HALLS. G. BOLTS USED FOR HOOD FRAMING CONNECTIONS SHALL BE INSTALLED WITH STANDARD D. FINAL BACKFILL GRADES SHALL PROMOTE POSITIVE DRAINAGE AWAY FROM THE HASHERS AND NUTS. LLJ STRUCTURE AND SHALL CONFORM TO ALL THE REQUIREMENTS LISTED IN THE H. TYPICAL MINUMUM NAILING SHALL BE PROVIDED, WITH COMMON NAILS, ACCORDING TO 0 GEOTECHNICAL REPORT. THE 2015 IBC FASTENING SCHEDULE. I. FOR ALL SOLID OR BUILT-UP COLUMNS BEARING THROUGH FLOOR JOIST SPACES; PROVIDE BLOCKING IN JOIST SPACE, WITH CROSS SECTIONAL AREA TO MATCH THE 0 STRUCTURAL STEEL: COLUMN ABOVE. A. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE J. 2X DIMENSION LUMBER FLOOR FRAMING, REQUIRES: 2X "CROSS BRIDGING" BLOCKING WITH THE LATEST REQUIREMENTS OF THE AISC "MANUAL OF STEEL CONSTRUCTION" AND SPACED AT INTERVALS NOT GREATER THAN 8'-O"; AT ALL SUPPORTS AND CANTILEVER "SPECIFICATIONS AND CODE OF STANDARD PRACTCE." ENDS. B. ALL STRUCTURAL STEEL, INCLUDING PLATES AND ANGLES, SHALL CONFORM TO ASTM K. ANY HOLES REQUIRED IN THE HOOD FRAMING; SHALL BE DRILLED THRU THE CENTERLINE CI A56, EXCEPT HIDE FLANGE BEAMS WHICH SHALL CONFORM TO ASTM 992 (50 KSI) AND OF THE STUDS AND/ OR JOISTS AND SHALL NOT EXCEED A 1/2" DIAMETER. EXCEPT TUBE/ HSS COLUMNS WHICH SHALL CONFORM TO ASTM A500 (46 KSI), GRADE B. L. UNLESS NOTED OTHERWISE, STEEL CONNECTORS SUCH A5 THOSE MANUFACTURED BY THE LU 1- THE LATEST EDITIONS OF THESE REQUIREMENTS SHALL BE USED (STEEL SUPPLIER MAY SIMPSON COMPANY SHALL BE USED TO JOIN RAFTERS/ JOISTS OR BEAMS TO OTHER 2ijr- OPTIONALLY PROVIDE ASTM A5-12, GRADE 50). BEAMS AT FLUSH-FRAMED CONDITIONS. USE NAILS SPECIFIED BY THE MANUFACTURER G. STRUCTURAL BOLTS USED IN THE STEEL FRAMING SHALL BE A525-N, AND INSTALLED TO AND PROVIDE THE MAXIMUM NAILS SUGGESTED. CONTACT THE STRUCTURAL ENGINEER A MINIMUM "SNUG" TIGHT CONDITION. ALL ANCHOR BOLTS SHALL BE OF ASTM A501, FOR ADDITIONAL CONNECTIONS AND DETAILS, AS REQUIRED. AND BOLTS SHALL BE 5/4" 4' UNLESS NOTED OTHERWISE. M. LAMINATED VENEER LUMBER (LVL) SHALL HAVE BEEN DESIGNED ASSUMING THE vI D. STEEL BEAMS AND GIRDERS SHALL BE SUPPORTED IN A BEAM ON COLUMN BEARING FOLLOWING STRESS PROPERTIES: FLEXURAL STRESS, 2800 PSI; HORIZONTAL SHEAR LLI CONDITION. VERIFY WITH THE STRUCTRAL ENGINEER ANY LOCATION WHERE A STRESS, 285 PSI; MODULUS OF ELASTICITY, 2,000,000 P51; COMPRESSION PARALLEL TO Z CONTINUOUS COLUMN WITH BEAM SHEAR TAB CONNECTION 15 PREFERRED. GRAIN, 5000 PSI. U _ L1-1E. TYPICAL FRAMED BEAM CONNECTION SHALL CONSIST OF PAIRS OF 3/8" ANGLES WITH –I © 0 STEEL BOLTS AND SHALL USE THE MAXIMUM NUMBER OF BOLTS PER AISC "MANUAL OF 2V STEEL CONSTRUCTION" TABLE II-A OF THE FRAMED BEAM CONNECTIONS SECTION STRUCTURAL HOOD FRAMING ASSEMBLIES: U- AND/OR AISC "SIMPLE 5HEAR CONNECTION MANUAL" HITH A325-N BOLTS (OR WELDED A. ALL EXTERIOR WALLS/ SURFACES SHALL BE SHEATHED WITH PLYWOOD OR 055, ....1 1 1 EQUIVALENT). TYPICAL, UNO. (ANY PANEL IN CONTACT WITH THE EXTERIOR SHALL BE EXT. GRADE). W di 1 F. STEEL BEAMS SHALL BE PRE-PUNCHED/ DRILLED FOR 2X TOP NAILER PLATE BOLTING, B. PANELS SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE AMERICAN ,� of Van! PY Q WHERE THRU-BOLTS APPEAR IN DETAILS OR PLAN NOTES. PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U.S. PRODUCT FFIlei',,.-.'G. ALL WELDING SHALL BE PERFORMED BY AN AHS QUALIFIED WELDER CONFORMING TO STANDARD PSI, LATEST EDITION FOR PLYWOOD ,TYPICAL ALL ASSEBMLIES. —� O inz › "AW5 STRUCTURAL WELDING CODE" AWS DI.1, LATEST EDITION. G. TYPICAL WOOD FRAMING ASSEMBLIES: H. MINIMUM WELDS TO BE PER THE AISC TABLE J-2.4 BUT NOT LESS THAN A 3/16" • LOAD BEARING WALLS: CONTINUOUS FILLET HELD, UNLESS NOTED OTHERWISE. I. ALL EXTERIOR WALLS (ARE ASSUMED TO) SHALL BE ASSEMBLED WITH 2X6 STUDS < al t I. DELAY PAINTING WITHIN 3" OF THE FIELD WELDS UNTIL THE WELDS ARE COMPLETED. AT 16" O.G. TO A MAXIMUM HEIGHT OF 12'-6", 2X6 STUDS AT 12" O.G. TO A MAXIMUM U UU FIELD WELDS, BOLT HEADS, NUTS AND OTHER SURFACES THAT ARE NOT SHOP PAINTED, HEIGHT OF 14'-6", AND (2)-2X6 STUDS AT 16" O.G. TO A MAXIMUM HEIGHT OF 16"-0", 1 AS WELL AS FINISHES DAMAGED DURING SHIPPING OR ERECTION, SHALL BE FIELD TYPICAL, UNO. (STUDS LONGER THAN 16'-0" SHALL BE REPLACED WITH 13/4" X 5 1/2" -qtr, of V PAINTED DIRECTLY AFTER ERECTION. LVL STUDS). J FE) FO,' 2. ALL INTERIOR BEARING HALLS SHALL BE ASSEMBLED HITH 2X6 STUDS AT 16" O.G. W/ 5/8 GYPBOARD - STAGGER END JOINTS, AND FASTEN W/ #8 DRYWALL SCREWS y .:P GENERAL SPECIFICATIONS: AT 4" O.G. ALONG ALL PANEL EDGES AND AT 9" O.G. ALONG ALL INTERMEDIATE LLI A. IF CONSTRUCTION ADJOINS AN EXISTING STRUCTURE; THE CONTRACTOR SHALL BE SUPPORTS; SUPPORT HORIZONTAL JOINTS W/ HOOD BLOCKING - TYPICAL, U.N.O. ` ' ,,,..,- T "!d-,T� --T �' RESPONSIBLE FOR VERIFYING THE DIMENSIONS, ELEVATIONS, FRAMING, FOUNDATION AND 3. GAP WALLS WITH A DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING/ i.,`,., - ANYTHING ELSE THAT MAY AFFECT THE WORK SHOWN ON THE STRUCTURAL PLANS. INTERLOCKING CONNECTION AT CORNERS AND AT INTERSECTIONS WITH OTHER (UNDER PINNING, SHORING AND BRACING OF THE EXISTING STRUCTURE SHALL BE THE PARTITION WALLS. IF OVERLAP 15 NOT POSSIBLE, STRAP TOP PLATES TOGETHER SOLE RESPONSIBILITY OF THE CONTRACTOR). iitaiiiii.._< HITH METAL STRAP TIES (SIMPSON ST292 OR EQUIVALENT). B. ENGINEERS ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. 4. GABLE-END WALLS SHALL BE BALLOON-FRAMED TO THE BOTTOM OF JOISTS OR C. COORDINATE REQUIREMENTS FOR MECHANICAL/ ELECTRICAL/ PLUMBING PENETRATIONS TRUSSES. THROUGH STRUCTURAL ELEMENTS WITH THE STRUCTURAL ENGINEER. PRIOR TO 5. AT BEAM BEARING LOCATIONS IN STUD WALLS; PROVIDE MULTIPLE-STUD PACK mom! INSTALLATION OF SUCH EQUIPMENT OR OTHER ITEMS TO BE ATTACHED TO THE EQUAL TO WIDTH OF BEARING MEMBER, UNLESS NOTED OTHERWISE. STRUCTURE, THE CONTRACTOR SHALL ALSO OBTAIN APPROVAL FOR CONNECTIONS AND 6. PROVIDE 1/2" EXTERIOR PLYWOOD - STAGGER END JOINTS, AND FASTEN PER PLAN SUPPORT. CONTRACTOR SHALL FURNISH REQUIRED HANGERS, CONNECTIONS, ETC. NOTES; SUPPORT HORIZONTAL JOINTS W/ HOOD BLOCKING. - REQUIRED FOR INSTALLATION OF SUCH ITEMS, UNLESS SPECIFICALLY NOTED ON PLANS. • NON-BEARING PARTITION WALLS: an D. SUBMIT SHOP AND ERECTION DRAWINGS FOR ALL STRUCTURAL STEEL AND I. INTERIOR NON-BEARING PARTITION HALLS SHALL BE 2X4 OR 2X6 STUDS AT 24" MISCELLANEOUS STEEL TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. O.G. WITH 5/8" GYPBOARD, TYPICAL, UNO. THIS REVIEW 15 FOR GENERAL COMPLIANCE WITH THE INTENT OF THE STRUCTURAL 2. CAP HALLS WITH DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING/ DESIGN. THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO WRITTEN INTERLOCKING CONNECTION AT CORNERS AND AT INTERSECTIONS WITH OTHER REVIEW OF THE SHOP DRAWINGS HILL BE AT THE RISK OF THE CONTRACTOR. THE PARTITION WALLS. IF OVERLAP IS NOT POSSIBLE, STRAP TOP PLATES TOGETHER ARCHITECT AND/OR CONTRACTOR ARE RESPONSIBLE FOR CHECKING QUANTITIES, WITH METAL STRAP TIES (SIMPSON ST292 OR EQUIVALENT). DIMENSIONS AND COORDINATION WITH OTHER TRADES. 3. PROVIDE (2) OR (3)-2X8 OR 2X6 HEADERS OVER ALL OPENINGS IN NON-BEARING E. NON-STRUCTURAL ELEMENTS: ALL ELEMENTS NOT SPECIFICALLY STRUCTURAL, SUCH A5 PORTION WALLS, WITH (I)-2X4 OR (I)-2X6 TRIMMER AND (I)-2X4 OR (I)-2X6 KING NON-BEARING PARTITIONS ATrAC.HFD TO AND/OR SUPPORTED BY THE STRUCTURE SHALL STUD EACH END, TYPICAL, UNO. TAKE INTO ACCOUNT ANY DEFLECTIONS AND OTHER STRUCTURAL MOVEMENT. 4. AT BEAM BEARING LOCATIONS IN STUD WALLS; PROVIDE MULTIPLE-STUD POSTS (S) F. FIRE PROTECTION: STRUCTURAL AND NON-STRUCTURAL ELEMENTS SHALL BE PROVIDED EQUAL TO WIDTH OF BEARING MEMBER, UNLESS NOTED OTHERWISE. THE ADEQUATE FIRE PROTECTION, PER CODE, FOR THE TYPE OF CONSTRUCTION • FLOOR CONSTRUCTION: Z SPECIFIED BY THE ARCHITECTURAL DRAWINGS. G. THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH ALL I. INTERIOR SUB-FLOOR SYSTEM SHALL BE 3/4" The PLYWOOD SUBFLOOR 0 z ELEMENTS IN THEIR FINAL POSITIONS, SUPPORTED AND BRACED. THE CONTRACTOR, IN (STURD-I-FLOOR) - STAGGER END JOINTS, GLUE AND FASTEN PER PLAN NOTES - TYPIGAL U.N.O. (INSTALL SHEATHING WITH LONG DIMENSION PERPENDICULAR TO -', THE PROPER SEQUENCE, SHALL PROVIDE SHORING AND BRACING, AND NECESSARY p PRECAUTIONS, A5 MAY BE REQUIRED DURING CONSTRUCTION TO ACHIEVE THE FINAL JOISTS). 2. PROVIDE SOLID BLOCKING BETWEEN FLOOR JOISTS AT ALL BEARING LOCATIONS. COMPLETED STRUCTURE. CONTACT ENGINEER FOR CONSULTATION (NOT IN CONTRACT) BLOCKING MATERIAL SHALL MATCH FLOOR JOIST MATERIAL. t�~ N} AS REQUIRED. • ROOF CONSTRUCTION: H. THE STRUCTURAL ENGINEER SHALL BE CONTACTED DURING THE CONSTRUCTION PHASE TO DW- � ! N. MAKE THE JOB SITE OBSERVATIONS NECESSARY TO CONFIRM THAT THE CONSTRUCTION I. PROVIDE 5/8" THICK APA PLYWOOD SHEATHING RATED 40/20 - STAGGER ENDVZ w 15 PROCEEDING ACCORDING TO THE PLANS AND SPECIFICATIONS. JOB-SITE JOINTS AND FASTEN PER PLAN NOTES; SUPPORT HORIZONTAL JOINTS W/ PLY CLIPS `J p ( i OBSERVATIONS SHALL NOT BE CONSIDERED CONSTRUCTION APPROVALS (STRUCTURAL OR HOOD BLOCKING - TYPICAL, U.N.O. (INSTALL SHEATHING WITH LONG DIMENSION 0 ENGINEER SHALL BE CONTACTED BY THE GENERAL CONTRACTOR AND NOT THE PERPENDICULAR TO JOISTS/ TRUSSES). I I Q SUB-CONSULTANTS. GENERAL CONRACTOR 15 ALSO RESPONSIBLE FOR THE 2. PROVIDE SIMPSON H5 HURRICANE CLIPS AT ALL ROOF JOISTS/ TRUSSES AT W SUB-CONSULTANTS WORK). BEARING LOCATIONS. l l 0 I. ALL OMISSIONS OR DISCREPANCIES BETWEEN VARIOUS ELEMENTS OF THE WORKING OR 3. PROVIDE SOLID BLOCKING BETWEEN ROOF RAFTERS, TRUSSES AND LADDER V $ EXISTING DRAWINGS AND/OR SPECIFICATIONS, AS THEY MAY OCCUR, SHALL BE BROUGHT FRAMING AT ALL BEARING LOCATIONS. BLOCKING MATERIAL SHALL MATCH TO THE ATTENTION OF THE STRUCTURAL ENGINEER PRIOR TO OR DURING THE RAFTER, TRUSS CHORD OR LADDER FRAMING MATERIAL. Ill CONSTRUCTION WORK INVOLVED. RELEASE OF THESE DRAWINGS ANTICIPATES COOPERATION AND CONTINUED COMMUNICATION BETWEEN THE CONTRACTOR, ARCHITECT N Q AND ENGINEER TO PROVIDE THE BEST POSSIBLE STRUCTURE. THESE DRAWINGS HAVE BEEN PREPARED FOR THE USE OF A LICENSED CONTRACTOR, EXPERIENCED WITH THE 0 - CONSTRUCTION TECHNIQUES AND SYSTEMS DEPICTED. , 0 0 ��p• C OIa�E ,��, .--C., ''�.• p rI PROJECT: 1206 _` ,1794 _ ; STRT DT: 1/2016 ,� ;,v,05/04//6 4,' DRWN BY: PUP 70AtEN - SHEET _____Q_ sli