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HomeMy WebLinkAboutAIC2017006City of Newport Beach Community Development Department 100 Civic Center Drive f P.O. Box 1768 Newport Beach, CA 92658 Phone: (949) 644-3200 www.newportbeachca.gov Plan Checker Jaime Murillo Phone No: 949.644.3209 Email Address: jmurillo@newportbeachca.gov: PLANNING DIVISION PLAN CHECK CORRECTIONS PLAN CHECK NO. AIC2017006 I ADDRESS: 11014 E Balboa Blvd CORRECTION DATE: October 9, 2017 CORRECTIONS: 1. The proposed deck is located over the public right-of-way and over submerged lands. As such, the City of considered the property owner of the affected area and the California Coastal Commission retains final permit jurisdiction of any permits issued over the water. 2. The proposed deck is considered an encroachment into public right of way. Permitted encroachments into public right-of-way are addressed by Council Policies L-6, L-8, and L-12. The proposed cantilevered deck encroachment is not covered by any of the Council Policies; therefore, the deck is prohibited and shall be removed to avoid any further Code Enforcement action. 3. Please provide your Code Enforcement Officer, John Murray (949-644-270-8137 or imurray(a newportbeachca.gov), with a schedule for removal. 4. If you have any questions related to Council Policies or allowed encroachments, you may contact David Keely, Senior Engineer (949-644-3349 or dkeely�newportbeachca.gov). 5. Please note, if this encroachment would have been located over private water or submerged lands (not part of tidelands trust), Section 17.35.030.C.5 of the Harbor Code and Section 21.30C.050.G.5 of the Local Coastal Program Implementation Code would require that the deck maintain a minimum setback of 5 feet from the prolongation of the side property line. The deck plans would have been required to be modified prior to submission to the California Coastal Commission for final approval. F:\Users\CDD\Shared\Admin\Planning_Division\Current_Templates Revised 08-29-17 — CDD THIS MAP WAS PREPARED FOR ORANGE COUNTY ASSESSUR OEPT. PORPOSES ONLY', THE ASSESSOR MAKES NO GUARANTEE AS TO ITS ACCURACY NOR ASSUMES ANY LIABILITY FOR OTfiER U5ES. NOT TO BE REPRUOUCED. All. RIGHTS RESERVED. te) COPYRfGB( ORANGE COUNTY 4S515SOR 2014 u' t v MARCH 1949 BA480A s B ALLEY OCEAN `a POR. W 1/2, SEC. 35, T 6 S, R 10 W 50 _ 06 FROYYT BALBOA TRACT UX 4 _ It EAST SW ADO TO BALBOA TR M.M. 4 — 20 BAY FRONT S omw M.M. 8 — 15 PARCEL MAP P-M 79 — 14 215 — 24 PARCEL MAP P.M. 218 — 9, 252 — 15 m n 0 O SU rn D m w BOaEVARO 32 s WATER LAC AS PER 1947 AERAL PHOTO NOTE - ASSESSOR'S BLOCK & ASSESSOR'S MAP PARCEL NUMBERS BOOK 048 PACE 14 SHOWN IN CIRCLES COUNTY OF ORANGE to 5. Patio Decks. Patios are not permitted to extend over the waters of Newport Harbor unless the waters are adjacent to the upland property and outside the areas described in the tidelands trust, and provided the patio complies with the following conditions: a. The maximum projection of patio decks encroachments beyond the bulkhead line shall be limited to five feet. b. The minimum setbacks from the prolongations of the side property lines shall be five feet. c. No float shall be permitted within one foot of the decks. d. No permanent structure shall be permitted on the projecting portion of the patios except: i. Planters and benches not over sixteen (16) inches in height; ii. Railings not over forty-two (42) inches in height with approximately ninety-five (95) percent open area. e. A harbor and building permit has been obtained. (E) PATIO y ,PALL-THREAD BOLTS - a 26" o% EMBED w/ SIMPSON SET-XP EPDXY (E) BULKHEAD 2x6 COMPOSITE PLANKS w/y" SPACE BETWEEN --� 0 1 y" -5a x yg" THK. STEEL TUBE NEWEL POST m 5' o/c --,- 24" 16" r i4' HSS 4x2 W8 4" HSS 4x2xy8 0 26" o/c 0 Y 4" x 13/4" CHANNEL 6" x 13�4" CHANNEL .a d d 4 . 0 8"x8"x y4" PLATE w/(2) y"m BOLTS Deck Framing CA GENERAL NOTES I. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK THE ARCHITECT OR ESI/FME, INC. SHALL BE NOTIFIED OF ANY DISCREPANCY. 2. DIMENSIONING SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. TYPICAL DETAILS AND GENERAL. NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE. 3. NOTES AND DETAILS ON DRAWNG5 SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON PROJECT. 4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2016 EDITION OF THE CALIFORNIA BUILDING CODE, AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. 5. APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL OR ALLOWABLE FAILURE TO COMPLY WITH THE PLANS AND SPECIFICATIONS. ANY DESIGN WHICH FAILS TO BE CLEAR OR 15 AMBIGUOUS MUST BE REFERRED TO THE DESIGNER OR ENGINEER FOR INTERPRETATION OR CLARIFICATION. 6. SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR PITS, TRENCHES, ROOF OPENINGS, DEPRESSIONS ETC. NOT SHOWN ON STRUCTURAL DRAWINGS. 1. VIBRATION EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY ESI/FME, INC. 6. THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. 15 SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY ESI/FME, INC.THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. HE SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFOREMENTIONED MATERIALS. OBSERVATION VISITS TO THE 517E BY ESI/FME, INC. SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 9. CONTRACTOR SHALL INVESTIGATE 51TE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, ESI/FME, INC. AND THE SOIL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 10. CONSTRUCTION MATERIALS WALL BE SPREAD OUT IF PLACED ON i P-41E- T i=LCORS OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 11. CONSTRUCTION DOCUMENTS IDENTIFIED AS "BID SET" ON ANY OR ALL SHEETS MAY BE SUBJECT TO REVIEW. THIS REVIEW MAY RESULT IN CHANGES WHICH MAY BE MADE TO THE PLANS PRIOR TO THE ISSUANCE OF THE FINAL CONSTRUCTION SET WHICH WILL CONTAIN NO "BID SET" DESIGNATIONS. CONSTRUCTION DOCUMENTS IDENTIFIED AS "BID SET" ARE NOT CONSTRUED AS BEING THE COMPLETED OR FINAL DRAWINGS AND THEY SHOULD NOT IN ANY WAY BE USED AS SUCH. 12. ALL GUARD RAILS AND HANDRAILS SHALL BE DESIGNED TO WITHSTAND A LATERAL POINT LOAD OF 200 POUNDS APPLIED HORIZONTALLY AT RIGHT ANGLES, AT ANY PONT TO TOP RAIL. A 50 PLF LOAD IS REQUIRED AT 3-STORY AND MULTI -FAMILY. 13. THESE PLANS ARE INTENDED SOLELY FOR THE USE OF THE OWNER FOR CONSTRUCTION AND ARE EXPRESSLY NOT INTENDED FOR USE IN MARKETING. EXTERIOR ELEVATIONS AND OTHER DETAILS ON THESE PLANS ARE ONLY A REPRESENTATION AND MAY VARY SIGNIFICANTLY FROM THE ACTUAL CONSTRUCTION. 14. FOR "VERY LOW" EXPANSIVE SOILS: THE SLAB -ON -GRADE REQUIREMENTS TO BE PER THE SOIL ENGINEERS RECOMENDATIONS SOLELY. THE SLAB -ON -GRADE 15 A NON-STRUCTURAL ITEM AND THEREFORE HAS NOT BEEN DESIGNED BY THE STRUCTURAL DESIGN ENGINEER 15. IN THE EVENT OF CONFLICT BETWEEN THE ARCHITECTURAL GENERAL NOTES AND THE STF 1CTURAL GENERAL NOTES (SHT 53N), THE MORE STRINGENT REQUIREMENT SHALL GOVERN. STRUCTURAL STEEL I. THE DEPICTIONS OF ALL MISCELLANEOUS FABRICATED METAL PRODUCTS SHOWN HEREON ARE NOT INTENDED TO BE USED AS FABRICATION SHOP DRAWINGS. THE METAL FABRICATOR SHALL BE RESPONSIBLE FOR ALL METAL FABRICATION DESIGNS IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL CODES AND POLICIES AS WELL AS THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION AND ANY OTHER INDUSTRY STANDARDS. ALL METAL FABRICATION DESIGNS ARE TO BE SUBMITTED TO AND APPROVED BY THE LOCAL BUILDING INSPECTION DEPARTMENT RESPONSIBLE FOR THE PROJECT PRIOR TO FABRICATION. ALL DIMENSIONS, DETAILS, ETC„ SHOWN HEREON ARE INTENDED TO BE SCHEMATIC AND THE DESIGN IS TO BE VERIFIED WITH ALL AFFECTED SUBCONTRACTORS, FIELD CONDITIONS, AND THE REQUIREMENTS OF ALL GOVERNING AGENCIES AND FABRICATION STANDARDS. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AISC, CURRENT EDITION. 2. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WIELDERS, USING THE ELECTRIC SHIELDING PROCESS AND CONFORMING TO AW5 SPECIFICATIONS, E10XX ELECTRODE. 3. ALL STRUCTURAL STEEL SHALL BE FABRICATED IN THE SHOP OF A LICENSED FABRICATOR AND SHOP DRAWINGS SHALL BE SUBMITTED TO ESI/FME, INC. THROUGH THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE GENERAL CONTRACTOR AND OWNER FOR REVIEW PRIOR TO FABRICATION. ANY PROPOSED DEVIATION, ADDITION OR QUESTIONS SHALL BE NOTED CONSPICUOUSLY AND CLEARLY ON THE SHOP DRAWINGS. STEEL FABRICATOR SHALL FIELD CHECK ALL DIMENSIONS PRIOR TO ERECTION TO PROVIDE FOR A PROPER FIT. ALL FIELD WELDING EXCEPT MINOR AND TACK WELDING SHALL BE CONTINUOUSLY INSPECTED BY AN APPROVED WELDING INSPECTOR 4. USE 3/4" ROUND MACHINE BOLTS, 13/16" ROUND HOLES, FOR ALL CONNECTIONS, UNLESS OTHERWISE SHOWN. ALL BOLTS SHALL CONFORM TO A5TM A-301 FOR UNFINISHED BOLTS, EXCEPT WHERE SPECIFICALLY NOTED AS HIGH STRENGTH BOLTS WHICH SHALL CONFORM TO ASTM A-325 OR ASTM A-490. HI TENSILE BOLTS SHALL BE THE FRICTION TYPE AND THERE SHALL BE NO PANT, OIL, LACQUER, OR GALVANIZING BETWEEN THE CONTACT SURFACE HIGH STRENGTH BOLTS REQUIRE SPECIAL INSPECTION PER SEC. 11011 PROVIDE HOLES 1/16" DIA. LARGER THAN NOMINAL BOLT DIA„ UN.O. 5. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIPPED GALVANIZED AFTER FABRICATION. 6. WIDE FLANGE SECTIONS SHALL CONFORM TO ASTM A-SS2. T PIPE COLUMNS SHALL CONFORM TO ASTM A-53-15 (TYPE E OR S), U.N.O. S. TUBE COLUMNS SHALL CONFORM TO ASTM A-501 OR A-500 GRADE B. URO. 9. PLATES AND OTHER SHAPES NOT MENTIONED ABOVE SHALL CONFORM TO ASTM A-36, UND. 10. WHERE FINISH IS ATTACHED TO STRUCTURAL STEEL PROVIDE 1/2" BOLT HOLES AT 4'-0" O/C FOR ATTACHMENT OF NAILERS. SEE ARCHITECTURAL DRAWINGS FOR FINISHES, (OR NELSON STUDS 1/2" X 3" CPL). IL NONDESTRUCTIVE TESTING PER 20Vo CBC SECTION T103 ON STEEL MOMENT CONNECTION BETWEEN STEEL BEAM AND STEEL COLUMN, ALL FULL PENETRATION GROOVE WELDS CONTAINED IN JOINTS AND SPLICES SHALL BE TESTED 100 PERCENT EITHER BY ULTRASONIC TESTING OR BY RADIOGRAPHY. 26'-fo" PROPERTY LINE EAST 5ALE30,4 5LAD. Site Plan SCALE: 1/4" = 1'-0" w1h co c co Z WZ�5 J 5W L � V N L.L P. C12 �wQ w cn rLL old V � C m4-0 U -55 =5 O c� (D crj m i m o w 3 T Z O o cn cod WEE fr QD Cl _cxs CL CD E cf.') co U. DATE: 09-12-17 SCALE: - DRAWN: RF JOB NO. G372 2x6 COMPOSITE PLANKS w/y" SPACE BETWEEN (E) PATIO SLABS 1 y" SQ, x yg" THK. STEEL TUBE NEWEL POST m 5' o/c --- 24" 4 16" n tt 4 HSS 4x2xyg —I 4" HSS 4x2Wg 26" o/c 0 Y y"O ALL -THREAD BOLTS III d 4" x 13/4" C;WANNEL si 26 o% EMBED w/ Q SIMPSON SET-XP EPDXY _I 6" x 13/4" CHANNEL (E) BULKHEAD -I S"x8"x y4" PLATE w/(2),V2"# BOLTS 21 Deck Framing GENERAL NOTES 1. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK THE ARCHITECT OR ESI/FME, INC. SHALL BE NOTIFIED OF ANY DISCREPANCY. 2. DIMENSIONING SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. TYPICAL DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE. 3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON PROJECT. 4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2016 EDITION OF THE CALIFORNIA BUILDING CODE, AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. 5. APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL OR ALLOWABLE FAILURE TO COMPLY WITH THE PLANS AND SPECIFICATIONS. ANY DESIGN WHICH FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE DESIGNER OR ENGINEER FOR INTER'RETATION OR CLARIFICATION. 6. SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR PITS, TRENCHES, ROOF OPENINGS, DEPRESSIONS ETC. NOT SHOWN ON STRUCTURAL DRAWINGS. 1. VIBRATION EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY ESI/FME, INC. 6. THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY ESI/FME, INC.THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. HE SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFOREMENTIONED MATERIALS. OBSERVATION VISITS TO THE SITE BY ESI/FME, INC. SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. S. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWOW OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRICTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, ESI/FME, INC. AND THE SOIL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 10. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 11. CONSTRUCTION DOCUMENTS IDENTIFIED AS "BID SET" ON ANY OR ALL SHEETS MAY BE SUBJECT TO REVIEW. THIS REVIEW MAY RESULT IN CHANGES WHICH MAY BE MADE TO THE PLANS PRIOR TO THE ISSUANCE OF THE FINAL CONSTRUCTION SET WHICH WILL CONTAIN NO "BID SET" DESIGNATIONS. CONSTRICTION DOCUMENTS IDENTIFIED AS "BID SET" ARE NOT CONSTRUED AS BEING THE COMPLETED OR FINAL DRAWINGS AND THEY SHOULD NOT IN ANY WAY BE USED AS SUCH. 12. ALL GUARD RAILS AND HANDRAILS SHALL BE DESIGNED TO WITHSTAND A LATERAL POINT LOAD OF 200 POUNDS APPLIED HORIZONTALLY AT RIGHT ANGLES, AT ANY POINT TO TOP RAIL. A 50 PLF LOAD IS REQUIRED AT 3-STORY AND MULTI -FAMILY. 13. THESE PLANS ARE INTENDED SOLELY FOR THE USE OF THE OWNER FOR CONSTRUCTION AND ARE EXPRESSLY NOT INTENDED FOR USE IN MARKETING. EXTERIOR ELEVATIONS AND OTHER DETAILS ON THESE PLANS ARE ONLY A REPRESENTATION AND MAY VARY SIGNIFICANTLY FROM THE ACTUAL CONSTRUCTION. 14. FOR "VERY LOW" EXPANSIVE SOILS: THE SLAB -ON -GRADE REQUIREMENTS TO BE PER THE SOIL ENGINEERS RECOMENDATIONS SOLELY. THE SLAB -ON -GRADE IS A NON-STRUCTURAL ITEM AND THEREFORE HAS NOT BEEN DESIGNED BY THE STRUCTURAL DESIGN ENGINEER 15. IN THE EVENT OF CONFLICT BETWEEN THE ARCHITECTURAL GENERAL NOTES AND THE STRUCTURAL GENERAL NOTES (SHT SGN), THE MORE STRINGENT REQUIREMENT SHALL GOVERN. STRUCTURAL STEEL 1. THE DEPICTIONS OF ALL MISCELLANEOUS FABRICATED METAL PRODUCTS SHOWN HEREON ARE NOT INTENDED TO BE USED AS FABRICATION SHOP DRAWINGS. THE METAL FABRICATOR SHALL BE RESPONSIBLE FOR ALL METAL FABRICATION DESIGNS IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL CODES AND POLICIES AS WELL AS THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION AND ANY OTHER INDUSTRY STANDARDS. ALL METAL FABRICATION DESIGNS ARE TO BE SUBMITTED TO AND APPROVED BY THE LOCAL BUILDING INSPECTION DEPARTMENT RESPONSIBLE FOR THE PROJECT PRIOR TO FABRICATION. ALL DIMENSIONS, DETAILS, ETC., SHOWN HEREON ARE INTENDED TO BE SCHEMATIC AND THE DESIGN IS TO BE VERIFIED WITH ALL AFFECTED SUBCONTRACTORS, FIELD CONDITIONS, AND THE REQUIREMENTS OF ALL GOVERNING AGENCIES AND FABRICATION STANDARDS. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AISC, CURRENT EDITION. 2. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS, USING THE ELECTRIC SHIELDING PROCESS AND CONFORMING TO AWS SPECIFICATIONS, E10XX ELECTRODE. 3. ALL STRUCTURAL STEEL SHALL BE FABRICATED IN THE SHOP OF A LICENSED FABRICATOR AND SHOP DRAWINGS SHALL BE SUBMITTED TO ESI/FME, INC. THROUGH THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE GENERAL CONTRACTOR AND OWNER FOR REVIEW PRIOR TO FABRICATION. ANY PROPOSED DEVIATION, ADDITION OR QUESTIONS SHALL BE NOTED CONSPICUOUSLY AND CLEARLY ON THE SHOP DRAWINGS. STEEL FABRICATOR SHALL FIELD CHECK ALL DIMENSIONS PRIOR TO ERECTION TO PROVIDE FOR A PROPER FIT. ALL FIELD WELDING EXCEPT MINOR AND TACK WELDING SHALL BE CONTINUOUSLY INSPECTED BY AN APPROVED WELDING INSPECTOR 4. USE 3/4" ROUND MACHINE BOLTS, 13/ib" ROUND HOLES, FOR ALL CONNECTIONS, UNLESS OTHERWISE SHOWN. ALL BOLTS SHALL CONFORM TO ASTM A-301 FOR UNFINISHED BOLTS, EXCEPT WHERE SPECIFICALLY NOTED AS HIGH STRENGTH BOLTS WHICH SHALL CONFORM TO ASTM A-325 OR ASTM A-490. HI TENSILE BOLTS SHALL BE THE FRICTION TYPE AND THERE SHALL BE NO PANT, OIL, LACQUER OR GALVANIZING BETWEEN THE CONTACT SURFACE. HIGH STRENGTH BOLTS REQUIRE SPECIAL INSPECTION PER SEC. M01J. PROVIDE HOLES IAA DIA LARGER THAN NOMINAL BOLT DIA, UA0. 5. ALL STEEL EXPOSED TO WEATHER SHALL BE NOT -DIPPED GALVANIZED AFTER FABRICATION. 6. WIDE FLANGE SECTIONS SHALL CONFORM TO ASTM A-992. 1. PIPE COLUMNS SHALL CONFORM TO ASTM A-53-5 (TYPE E OR S), U.N.O. S. TUBE COLUMNS SHALL CO T-OR'1 TO ASTM A-501 OR A-500 GRADE B. UND. 9. PLATES AND OTHER SHAPES NOT MENTIONED ABOVE SHALL COWORM TO ASTM A-36, UND. 10. WHERE FINISH IS ATTACHED TO STRUCTURAL STEEL PROVIDE 1/2" BOLT HOLES AT 4'-0" O/C FOR ATTACHMENT OF NAILERS. SEE ARCHITECTURAL DRAWINGS FOR FINISHES, (OR NELSON STUDS 1/2" X 3" CPL). IL NONDESTRUCTIVE TESTING PER 2016 CBC SECTION 1103 ON STEEL MOMENT CONNECTION BETWEEN STEEL BEAM AND STEEL COLUMN, ALL FULL PENETRATION GROOVE WELDS CONTAINED IN JOINTS AND SPLICES SHALL BE TESTED 100 PERCENT EITHER BY ULTRASONIC TESTNG OR BY RADIOGRAPHY. A DECK EXTENSION PROPERTY LINE 30' - 0" 26'-6" - -- - --- -- PROPERTY LINE EAST 5AL50A 5!-VF,). Site Plan W C?3 z W -� $ � 0) 00 ci cmU. F cm — � Ld w U � > C mmu U O C� /� 0 w c) -o m m C W CL 3 m r Z 0 0 CD CO .= _cz 0 M _cz CL. CD 0 .= ~� E co L� U. DATE: 09-12-17 SCALE: - DRAWN: RF JOB NO. G372 SCALE: 1/4" = I' -0"