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10/14/2016
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STRUCTURAL DESIGNS
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LINE OF EXISTING EXISTING WALL THESE PLANS AND WRITTEN
CONCRETE SLAB (BELOW) MATERIAL,HEREIN,ARE
(ABOVE) INSTRUMENTS OF SERVICE AND
-O�� ARE THE PROPERTY OF bPSE,LLC.
SCALE: I/4" =
(bPSE). REUSE OF THIS DRAWING
OR ANY INFORMATION CONTAINED
WITHIN;ON A PROJECT OTHER THAN
NOTES:
INDICATED IN THE TITLE BLOCK, 15
PROHIBITED WITHOUT WRITTEN
PERMISSION FROM bPSE. bPSE 15
NOT RESPONSIBLE FOR ERRORS
• EXTERIOR PATIO FLOOR SYSTEM TO BE A STRUCTURAL STEEL GRATE, TO MATCH EXISTING. DUE TO SCALED DRAWIN65.
REFER ANY QUESTIONS OR
SUPPORT STEEL GRATE WITH L4X4X1/4 STEEL LEDGER ANGLES BOLTED TO EXISTING CONC. DISCREPANCIES TO bPSE PRIOR
EXISTING TO OR DURING CONSTRUCTION.
W/ 1/2" 0 EPDXY BOLTS AT 24" O.G., TYP. STRUCTURAL SLAB
• INDICATES DIRECTION OF GRATE SPAN ((2)-SPAN MIN). NEW STL HANGER - UN-ALTERED -
• 771 INDICATES EXISTING EXTERIOR WALL. W/ (4)-1/2" 0 EPDXY
• EJ I ND I CATES CONCRETE FOUNDATION WALL. ANCHORS DRILLED
XXXX"-XX" -- INDICATES TOP OF BEAM ELEVATION, VERIFY W/ EXISTING CONDITIONS. INTO EXSTNG BOLT
• HOLES (EACH END)
• RE: STEEL GRATE SUPPLIER FOR ALL SUPPORT REQUIREMENTS.
• RE: CONTRACTOR FOR HANDRAIL FRAMING. \ri1
• THE ENGINEER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY KIND, AND ,04)
ASSUMES NO RESPONSIBLITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, '. NEW STEEL GRATE
SEQUENCES AND PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS INfh\�0 RE: CONTRACTOR
CONNECTION WITH THE CONSTRUCTION WORK. 'D Q I IMIME
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DESIGN LOADS:
cOn
CODE EDITION: 2015 IBC
LIVE LOADS: 0 >. m
• PATIO PLATFORM / GRATE 40 PSF (OPEN GRATE FLOORING) 1
DEAD LOADS:
• PATIO PLATFORM / GRATE 10 PSF Winne <
LATERAL LOADS:
• BASIC HIND SPEED: N/A
• EXPOSURE: N/A
• SEISMIC DESIGN CLASS: N/A
5
STRUCTURAL GLUED LAMINATED TIMBER: GROUT:
A. MATERIALS, MANUFACTURER AND QUALITY CONTROL SHALL BE IN CONFORMANCE WITH A. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI AND SHALL BE A LAM
AI TC PRODUCT STANDARD PS 66, "STRUCTURAL GLUED LAMINATED TIMBER" OR LATEST NON-SHRINK, NON-METALLIC GROUT.
EDITION. B. GROUT SHALL BE PROVIDED:
B. LAMINATED MEMBERS SHALL BE FABRICATED USING DOUGLAS FIR-LARCH (DF) AT 12% • BELOW/ BETWEEN COLUMN BASE PLATES AND CONCRETE SUPPORT.
MOISTURE CONTENT IN ACCORDANCE WITH WCL IB AND PERTAIN TO THE FOLLOWING • BELOW/ BETWEEN BEAM BEARING PLATES AND CONCRETE SUPPORT.
SYMBOLS:
24F-V4 SIMPLE-SPAN BEAMS
24F-V8 CONTINUOUS OR CANTILEVER BEAMS GENERAL SPECIFICATIONS:
3 COLUMNS A. I F CONSTRUCTION ADJOINS AN EX I STING STRUCTURE; THE CONTRACTOR SHALL BE
C. ALL MEMBERS SHALL BE ARCHITECTURAL APPEARANCE GRADE, UNLESS NOTED RESPONSIBLE FOR VERIFYING THE DIMENSIONS, ELEVATIONS, FRAMING, FOUNDATION AND
OTHERWISE BY THE ARCHITECT. ANYTHING ELSE THAT MAY AFFECT THE WORK SHOWN ON THE STRUCTURAL PLANS.
D. ALL MEMBERS SHALL BE PROTECTED FROM DAMAGE AND EXPOSURE TO WEATHER/ (UNDER PINNING, SHORING AND BRAG ING OF THE EXISTING STRUCTURE SHALL BE THE
MOISTURE PRIOR TO AND DURING CONSTRUCTION. SOLE RESPONSIBILITY OF THE CONTRACTOR).
E. ADHESIVES SHALL MEET THE REQUIREMENTS FOR WET CONDITIONS OF SERVICE. B. ENGINEERS ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS.
F. DO NOT CAMBER LAMINATED MEMBERS UNLESS SPECIFICALLY ND'GATED ON THE C. SUBMIT SHOP AND ERECTION DRAWINGS FOR ALL STRUCTURAL STEEL,AND
PLANS. MISCELLANEOUS STEEL TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION.
THIS REVIEW 15 FOR GENERAL COMPL I ANCE WITH THE INTENT OF THE STRUCTURAL
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DESIGN.
STRUCTURAL STEEL: D. FIRE PROTECTION: STRUCTURAL AND NON-STRUCTURAL ELEMENTS SHALL BE PROVIDED DJ
A. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE THE ADEQUATE FIRE PROTECTION, PER CODE, FOR THE TYPE OF CONSTRUCTION —I 5
WITH THE LATEST REQUIREMENTS OF THE AISC "MANUAL OF STEEL CONSTRUCTION" AND SPECIFIED BY THE ARCHITECTURAL DRAWINGS. (� IU p
SPECIFICATIONS AND CODE OF STANDARD PRACTCE." E. THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH ALL U– - ,
B. ALL STRUCTURAL STEEL, INCLUDING PLATES AND ANGLES, SHALL CONFORM TO ASTM ELEMENTS IN THEIR FINAL POSITIONS, SUPPORTED AND BRACED. THE CONTRACTOR, IN y }
A36, EXCEPT WIDE FLANGE BEAMS WHICH SHALL CONFORM TO ASTM 'lia2 (50 KSI) AND THE PROPER SEQUENCE, SHALL PROVIDE SHORING AND BRAG ING, AND NECESSARY w IU
EXCEPT TUBE/ HSS COLUMNS WHICH SHALL CONFORM TO ASTM A500 (46 KSI), GRADE B. PRECAUTIONS, AS MAY BE REQUIRED DURING CONSTRUCTION TO ACHIEVE THE FINAL EL
THE LATEST EDITIONS OF THESE REQUIREMENTS SHALL BE USED (STEEL SUPPLIER MAY COMPLETED STRUCTURE. CONTACT ENGINEER FOR CONSULTATION (NOT IN CONTRACT) 0 Y IU
OPTIONALLY PROVIDE ASTM A572, GRADE 50). AS REQUIRED.
C. STRUCTURAL BOLTS USED IN THE STEEL FRAMING SHALL BE A325-N, AND INSTALLED TO F. THE STRUCTURAL ENGINEER SHALL BE CONTACTED DURING THE CONSTRUCTION PHASE TO 0 -
A MINIMUM "SNUG" TIGHT CONDITION. ALL ANCHOR BOLTS SHALL BE OF ASTM A307p
, MAKE THE JOB SITE OBSERVATIONS NECESSARY TO CONFIRM THAT THE CONSTRUCTION lij
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AND BOLTS SHALL BE 3/4" UNLESS NOTED OTHERWISE. IS PROCEEDING ACCORDING TO THE PLANS AND SPECIFICATIONS. JOB-SITE
D. TYPICAL FRAMED BEAM CONNECTION SHALL CONSIST OF PAIRS OF 3/8" ANGLES WITH OBSERVATIONS SHALL NOT BE CONSIDERED CONSTRUCTION APPROVALS (STRUCTURAL I Jil
STEEL BOLTS AND SHALL USE THE MAXIMUM NUMBER OF BOLTS PER AISC "MANUAL OF ENGINEER SHALL BE CONTACTED BY THE GENERAL CONTRACTOR AND NOT THE
STEEL CONSTRUCTION" TABLE 11-A OF THE FRAMED BEAM CONNECTIONS SECTION SUB-CONSULTANTS. GENERAL CONRACTOR IS ALSO RESPONSIBLE FOR THE
AND/OR AISC "SIMPLE SHEAR CONNECTION MANUAL" WITH A525-N BOLTS (OR WELDED SUB-CONSULTANTS WORK).
EQUIVALENT). G. ALL OMISSIONS OR DISCREPANCIES BETWEEN VARIOUS ELEMENTS OF THE WORKING OR V j d
E. ALL WELDING SHALL BE PERFORMED BY AN AWS QUALIFIED WELDER CONFORMING TO EXISTING DRAWINGS AND/OR SPECIFICATIONS, AS THEY MAY OCCUR, SHALL BE BROUGHT N 0
"AWS STRUCTURAL WELDING CODE" AWS DI.I, LATEST EDITION. TO THE ATTENTION OF THE STRUCTURAL ENGINEER PRIOR TO OR DURING THE IL dJ
F. MINIMUM WELDS TO BE PER THE AISG TABLE J-2.4 BUT NOT LESS THAN A 3/16" CONSTRUCTION WORK INVOLVED. RELEASE OF THESE DRAWINGS ANTICIPATES
CONTINUOUS FILLET WELD, UNLESS NOTED OTHERWISE. COOPERATION AND CONTINUED COMMUNICATION BETWEEN THE CONTRACTOR, ARCHITECT
G. DELAY PAINTING WITHIN 3" OF THE FIELD WELDS UNTIL THE WELDS ARE COMPLETED. AND ENGINEER TO PROVIDE THE BEST POSSIBLE STRUCTURE. THESE DRAWINGS HAVE Q 0
FIELD WELDS, BOLT HEADS, NUTS AND OTHER SURFACES THAT ARE NOT SHOP PAINTED, BEEN PREPARED FOR THE USE OF A LICENSED CONTRACTOR, EXPERIENCED WITH THE
AS WELL AS FINISHES DAMAGED DURING SHIPPING OR ERECTION, SHALL BE FIELD CONSTRUCTION TECHNIQUES AND SYSTEMS DEPICTED. I
PAINTED DIRECTLY AFTER ERECTION. PROJECT: 1334
STRT DT: 8/2016
DRWN BY: PUP
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