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EPDXY WITH HY 150 MAX. EPDXY �� / 5/8" ANGHORS (� 7/8" MINIMUM ANGHORS (2 7/b" MINIMUM I EMBEDMENT) IN GONGRETE EMBEDMENT) IN GONGRETE WALLS OR 3/8" �D X 5" WALLS OR 3/8" � X 5" LAG-BOLTS IN WOOD LAG-BOLTS IN WOOD STUD WALLS STUD WALLS 2 d I 3/8" VLRTIGAL STEEL � � I I PLATE�?AILING POSTS PREGAST GONCRETE ' WALL OR WOOD STUD w � �8)-I" 4� O.D. ELEG�ROWELD �RAMED WALL [� P�PE�RAlLS �3/16" WALL � THIGYNESS) TYP. � Monroe & Newell 3/8" G> x 4 I/�" HILTI HIT-TZ WITH HY 150 MAX. EPDXY Engineers, Inc. I ANGHORS (2 �/8" EMBEDMENT) Avon ,,,, Y.o.s��X �sy� 70 Bencl�niark Road, Suile 204 Avon,Colorado S 1620 (970)949-776R PAX O70)949-4054 �8)-I" � O.D. ELEG�ROWELD � � � �MAIL avoi�@monroe-newell.com PIPE�RAILS �3/16" WALL EXISTING EDGE - THIG�NESS) TYP. OF GONCRETE � GONCRETE PATIO Denver PATIO FLOOR � FLOOR � f(1 17(11 Wynl.00p Strcct, Suitc 200 - Denver, Colorado 80202 (303)623-4927 FAX (303) 623-6602 NEW METAL FLASHING - � �MAIL denveramonroe-newell.com '-O" ± `RE: AY2GH. I � I EXISTING 2X6 :3:.' `+�r ��%:., 5� .� 5� .� 5� .� ��',,'•°• TYPICAL END R.4ILINC� POST � ~�� y��ti. ,�� e�A � � � � � f 01�1 1 ��a,� s ,:� � � � f � � � � � � � O1�1 �►' � f � � i�l� � � � �� Oi�l .. � � � �,�� _ ��-o�� . I I/2" = I'-O" GORNE�R OF GONCRETE 's� ••+` �• NOTES: WALL �� G:�� :;;_:;f, NOTE: ALL STEEL 3" 3" I. GONTY�2AGTOR SHALL FIELD MEASt7RE ALL BALGONY�RAILING WIDTHS SHALL BE POWD�R MG6X� OR MG6X12 IN THE FIELD AhID GUSTOM FABRIGATE ALL�RAILINGS TO THESE GOATED GONTINUOUS TOP�RAIL DIMENSIONS. � � 2. SEE ,4�RGHITEGTIiRAL PLANS FOR NUMBER AND LOGATIONS OF ALL h1EW L,2X�X3/16 EAGH 3/8" GENERAL NOTES �RAILINGS. V�RTIGAL PLATE 1 . L IVE LOADS USED IN DES IGN: G. PROV IDE TEMPORARY BRAC ING AND PRECAUT IONS NECESSARY TO COMPLY �yITH ALL 3. ALL STEEL SHALL BE POWD�R GOATED. EDGE OF I �GONTY2AGTOR'S STEEL ERECT ION STANDARDS AND TO y�ITHSTAND ALL CONSTRUCT ION AND/OR LATERAL GONGY2ETE WALL ALT�RNATE IS I/4" 4. BOLT HOLES SHALL BE I/I6" � MAXIMUM L.4�RG�'R THAN BOLT DIAMET�R. WELD TO'RAIL) � A. TYPICAL y�ALKy�AY FLOOR 100 PSF LOADS UNTIL ALL F�ELD CONNECTIONS ARE COMPLETED AND PERMANENT ATTACHMENT � � SYSTEMS ARE IN PLACE. 5. WASHLRS FOR 3/8" N BOLTS SHALL BE POWDLR GOATED. WASHLR b � U B. PARK ING DECK 100 PSF DIAMET�R SHALL BE I" � MAX. H. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP � C. WALKy�AY RA IL ING HOR IZONTAL 200 # PO INTLOAD OR 50 PLF DRA�yWG T IME FOR ANY REV IS IONS TO ERECT ION DRA�yINGS NOR FOR ANY REV IS IONS 6. ALL WELDS SHALL BE 3/16". �� TO PIECE DRAy�INGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAy�INGS. � D. WIND '1. ALL PLATES, TUBES AND GHANNELS SHALL BE S'f�RAIGHT. � 3 SECOND GUST 90 MPH 5. L IGHT GAGE FRAM ING (�)-I/4" �/E'RTIGAL STEEL � FASTEST M I LE 75 MPH PLATE�RAILING POSTS � EXPOSURE B A. L IGHT-GAGE METAL FRAM ING SHALL BE THE S IZE AND GAGE SHOwtV ON THE � WITH �" GCR. SPAGING � DRA�yINGS. 2 a AT GENT�R OF�RAILING � � E. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. � � I � B. FRAMING ROLLED FROM STEEL 18 GAGE AND LIGHTER SHALL CONFORM TO ASTM A570, -/� � F. CODE USED IN DES IGN: �NTERNAT IONAL BU ILD ING CODE, 2009 ED IT ION. LATEST ED IT ION, WITH A MIN IMUM Y IELD STRESS OF 33,000 PS I . - •� �y �jj � (8)-I" � O.D. ELEGT�f?OWELD 2. TEST ING, INSPECT IONS AND OBSERVAT IONS: C. FRAM ING ROLLED FROM STEEL 16 GAGE AND HEAV IER SHALL CONFORM TO ASTM A570, [� PIPE`FZAILS (3/16" WALL �� LATEST EDITION, W�TH a M�NiMuM YIELD STRESS OF 50,000 PSI . tt THIG�NESS) TYP. � � � A. THE STRUCTURAL ENG INEER DOES NOT PROV IDE INSPECT IONS OF CONSTRUCT ION. C3RIND GONCRETE � STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE D. ALL V�pRK SHALL CONFORM WITH THE RECOGNIZED STANDARDS AND CODES FOR Sl7RFAGE UND�R � � � CONSTRUCT ION; SUCH OBSERVAT IONS SHALL NOT REPLACE REQU IRED L IGHT GAGE METAL FRAM ING. PLATE FLAT IF � �NSPECT IONS BY THE GOVERN�NG AUTHOR IT IES OR SERVE AS "SPEC IAL 'REQU1'RED INSTALL � �NSPECT IONS" AS MAY BE REQU IRED BY CHAPTER 17 OF THE INTERNAT IONAL 6. NON-SHR INK GROUT NON-St�RINiG C3ROUT BU I LD I NG CODE. AS NEEDED � � A. NON -SHR�NK GROUT SHALL BE PROV IDED: ��`4 � � EXISTING EDGE B, THE FOLLOyVING V�RK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS 1 . BETy�EEN RAILING POST BASES AND CONCRETE SUPPORTS. EAGH SPEC I F ICALLY �yA IVED BY THE BU ILD ING OFF IC IAL. 2. BETy�EEN BEAR ING PLATES AND CONCRETE SUPPORTS. OF GONCRETE PLATE � �� 3. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH PATIO FLOOR Z - Z � � S 1 . STEEL CONSTRUCTION OF 6000 PSI PRIOR TO ADDING LOADS. � I" � o, ALL WELD ING SHALL RECE I�E CONT�NUOUS SPEC IAL WSPECT ION GONCRETE PATIO •� �� EXCEPT THE FOLLOWING: 7. y�00D I/4" BENT STEEL � FLOOR }J � � 1 , y�ELD ING DONE IN AN APPROVED FABR ICATOR'S SHOP IN PLATE AND BOLTS m � .w ACCORDANCE WITH SECTION 1704,3. A, y�l-IEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND 'RE: SEG. Z-Z �/J � b, THE SPEC IAL INSPECTOR NEED NOT BE CONT INUOUSLY PRESENT NA IL ING SHALL BE ADEQUATELY GALVAN IZED (DOUBLE D IPPED OR BETTER). (4)-I/2" <D BOLT � � DURING V�ELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, yVELD ING PROCEDURES AND QUAL IF ICAT IONS OF �yELDERS ARE B. FASTEN ALL VVOOD MEMBERS �VITH COMMON NA ILS ACCORD ING TO THE IBC SCHEDULE HEADS WELDED TO � � VER IF IED PR IOR TO THE START OF y�ORK; PER IOD IC INSPECT IONS ARE TABLE 2304-9.1 UNLESS NOTED OTHERy�ISE. PLATE�E: fCRGH. MADE OF y�ORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL y�ELDS � IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP C. PLYy�00D DECK. � � WELD ING. 1 . PANEL TH ICKNESS SHALL BE AS SHOy�N ON THE DRAy�WG. APPL ICAT ION SHALL NEW METAL FLASHING � 1 . S INGLE PASS F ILLET �yELDS NOT EXCEED ING 5/16" IN S IZE. BE IN ACCORDANCE WITH RECOMMENDAT IONS OF THE AMER ICAN PLY�OD 'RE: P�RGH. � 2. WELDED SHEET STEEL FOR COLD FORMED STEEL FRAM WG ASSOCIATION. � MEMBERS SUCH AS STUDS. 2. EACH PANEL SHALL BE IDENTIFIED yVITH THE GRADE-TRADEMARK OF THE EXISTINC��X6 3. VVELD ING OF STA IRS AND RA IL ING SYSTEMS. AMER ICAN PLY�pOD ASSOC IAT ION AND SHALL MEET THE REQU IREMENTS OF T`i'PIC,4L CENTE r' R,41 L INC� POST = C� c. VERIFY �yELD FILLER MATERIALS CONFORM TO A�yS SPECIFICATIONS AND U.S. PRODUCTS STANDARD PSI , LATEST EDITION FOR PLYHpOD. ALL PANELS MANUFACTURER'S CERTIFICATE OF COMPLIANCE IS REQUIRED. 1M-� ICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE � d. PER IOD IC INSPECT ION OF THE STEEL FRAME TO VER IFY COMPL IANCE WITH �yEATHER SHALL BE OF THE EXTER IOR TYPE. I/4" STEEL BASE THE DETAILS SHOwN ON THE APPROVED CONSTRUCTION DOCUMENTS SUCH AS 3. SOFFITS SHALL HAVE ONE LAYER OF 1 /2" EXPOSURE I PLY�y00D SHEATHING PLATE � BRAC ING, ST IFFEN WG, MEMBER LOCAT IONS AND PROPER APPL ICAT�ON OF SCREVVED VVITH 8d SCREWS AT 6" ON CENTER ALONG PANEL EDGES AND 12" ON (2)-I/4" STEEL PLATE JOINT DETAILS AT EACH CONNECTION. CENTERNAT INTERMEDIATE SUPPORTS, ALL PANEL EDGES SHALL BE BLOCKED. �RAILING POST e. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS 4, INSTALL SUITABLE EDGE SUPPORT BY USE OF SOLID WOOD BLOCKING . SPEC I F I ED IN THE APPROVED CONSTRUCT I ON DOCUMENTS AND � Q�� b�-��-�� MANUFACTURER'S CERT I F I ED M I LL TEST REPORTS. 7. NON-STRUCTURAL ELEMENTS t- f , PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS C2)-3/8" <D X 4 I/�" FOR CONFORMANCE TO ASTM STANDARDS SPEC I F IED IN THE APPROVED A, F IRE PROTECT ION FOR ALL STRUCTURAL PARTS SHALL BE PROV IDED AND SHALL MEET HILTI HIT-TZ WITH Qr�� Q� �� CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE HY 150 MAX. � COMPL I ANCE. ARCH I TECTURAL DRA�y I NGS. EPDXY-ANGHORS �heckied B H� q. PERIODIC INSPECTION OF BEAR WG TYPE CONNECTORS WITH HIGH = ry � STRENGTH BOLTS. 8. GENERAL 1 , y�H ILE THE VybRK IS IN PROGRESS, THE SPEC IAL INSPECTOR SHALL p�j�� a� �� DETERM INE THAT THE REQU IREMENTS FOR BOLTS, NUTS, WASHERS AND A. ENG INEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBST ITUT IONS. EDGE OF GONGY�2ETE dJ �� PAINT, BOLTED PARTS AND INSTALLATION AND TIGHTEN WG IN SUCH STANDARDS ARE MET. FOR JOINTS REQUIRED TO BE TiGHTENED ONLY B. SUBMIT SHOP AND ERECTION DRAyyINGS TO ENGINEER FOR REVIEW OF ALL RAILINGS � F�.IBri�$14t`IB � TO THE SNUG-T IGHT COND IT ION, THE SPEC IAL INSPECTOR NEED ONLY THE MANUFACTUR ING OR FABR ICAT ION OF ANY ITEMS PR IOR TO VVR ITTEN REV IEyV OF Q VERIFY THAT THE CONNECTED MATERIALS HAVE BEEN DRAwN TOGETHER SHOP DRAy�INGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR. ��jt �y�/y��«��+.�� AND PROPERLY SNUGGED. �I M ° 2. COMPLIANCE WITH REQUIRED INSPECTION ►'ROVISIONS OF THE C. y�ATERPR00F WG, VAPOR BARRIERS, ETC. , SHALL BE AS SHOVVnI ON THE � ��4 �� u� � CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE ARCHITECTURAL DRA�yINGS AND AS INDICATED IN THE SPECIFICATIONS. " VERIFIED. (PERIODICALLY) ° D. ALL STONE VENEERS SHALL BE ATTACHED TO �yALLS AS SPECIFIED IN SECTION 1405 � 4. STRUCTURAL STEEL OF THE INTERNAT IONAL BU ILD ING CODE. CENTER B�SE PL,4TE m � A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT y�IDE FLANGE BEAMS E. ALL � iMENsioNs oN STRUCTURAL DRA�yINGS SHALL BE CHECKED AGAINST FIELD PL AN V IE�.0 wl-IICH SHALL CONFORM TO ASTM 992, (50 KSI ) AND TUBE COLUMNS TO ASTM A500, CONDITIONS AND ARCHITECTURAL DRAy�INGS. FIELD MEASUREMENTS ARE THE � GRADE B, LATEST ED IT IONS. STEEL SUPPL �ER MAY PROV IDE ASTM A572, GRADE 50 RESPONS IB IL ITYOF THE CONTRACTOR. SECT ION Z - Z AT HIS OPTION.MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. � F, CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS � B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A M IN IMUM SNUG T IGHT ARE D I FFERENT THAN ASSUMED, NOT I FY ENG INEER. � � � � � �� I � Q CONDITION. HILTI -EPDXY BOLTS SHALL BE AS SPECIFIED IN DETAILS AND �� V ANUFACTURER'S SPECIFICATIONS. I I/�" _ �'-O,. 'a� � C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE � LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." m o D. ALL yVELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN 1NELDING SOCIETY � STANDARD QUAL IF ICAT IONS TESTS AS OUTL INED IN Ay�S-Dt . 1 , � � E. M IN IMUM WELDS TO BE PER A ISC TABLE J2.4 BUT NOT LESS THAN 3/16" CONT INUOUS � � FILLET UNLESS NOTED OTHER�yISE. � F. THE TERMINOLOGY "CONTINUOUS" MEANS QUANTITY, PROVIDE THE NECESSARY JOINT � DETAILS TO ALLOV� FOR BUILDING MOVEMENTS. COORDINATE LOCATIONS �yITH a ARCHITECTURAL CONTROL AND EXPANSION JOINTS.