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Home My WebLink AboutB13-0488 CR3 structural plans APPROVED f I GENERAL NOTES 1. LIVE LOADS USED IN DESIGN: 7. NON-STRUCTURAI ELEMENTS � I A. ROOF SLOPE LESS 4:12 100 PSF A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR � � SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND t�,, �� B. ROOF SLOPES STEEPER 4:12 80 PSF OTHER STRUCTURAL MOVEMENTS. � C. RESIDENTIAL FLOOR 40 PSF B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET ��I _�II ��I _�II ��I _�Ii ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE E. 2MPORTANCE FACTORS ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED CATEGORY 1 UNRESTRAINED UNLESS NOTED OTHERWISE. SEISMIC FACTOR IE 1 I I SNOW FACTOR IS 1 8. GENERAL WIND FACTOR IW 1 �� A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. F. WIND 3 SECOND GUST 90 MPH B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND � �� FASTEST MILE 85 MPH ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND I I � EXPOSURE B REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. J. LIVE LOADS ARE REDUCED PER CODE 2F APPLICABLE. C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS H. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2012 EDITION. AND SUPPORTS SHALL BE OBTAINED. UNLE55 SPECIFICALLY DETAILED ON ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR '� ' SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF I I 2. TESTING, INSPECTIONS AND OBSERVATIONS: HIS ITEMS. �L � d A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. D. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL � STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE STRUCTURAL STEEL AND METAL DECK. THE MANUFACTURING OR FABRICATION OF ANY CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED ITEMS PRIOR TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE �i INSPECTIONS"BASTMAYGBEEREQUIREDTBORCHAPTERRI7EOFETHE INTERNATIONAL CONTRACTOREPR�IORRAC�TOUBMIT�TINGRWILLGBENRETURNEDWANDANOTSREVIEWEDY I �i Monro e & New ell BUILDING CODE. 10'-O" #26'-O" � Erig1rieePS, IriC. E. WATERPROOFING, VAPOR BARRIERS, ETC., SHALL BE AS SHOWN ON THE (VERIFY IN FIE L D) (VERIFY IN FIE L D) I B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. � Avon SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL. i 1. STEEL CONSTRUCTION F. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR i P.(�. F3ox 1597 70 Benchmark Road, Suite 204 a. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE. i Avon,Colorado 81620 EXCEPT THE FOLLOWING: 10'-O" 4'-G" 5'-II" 15'-4" � (970)J49-7768 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN G. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD �i FA X (970)949-4054 ACCORDANCE WITH SECTION 1704.3. � EMAIL avon@monroe-newell.com CONDITIONS AND ARCHITECTURAL DRAWINGS. b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT i DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, H. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS NEW HSS 4X3X1/4 NE HSS 4X3X1/4 i DeriVer WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. �T 01!!C'1N_ _ _ _ N_ _ _ _ �i 1400 Glenarrn Place, Suite 101 VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE I Denver,Colorado 80202 (303)623-4927 MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS ,4 5 ,q, i C'AX (303) 623-6602 IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP �� EMAIL denver<a�monroe-newelLcom WELDING. 53.1 53 53.1 i 1. SINGLE PA55 FILLET WELDS NOT EXCEEDING 5/16" IN SIZE. <8233'-II"> i 2. ROOF DECK WELDING. ��„ I -�__ I I i� 1� - -- �-I - ---------- f I - ! � I --- -- ---- --- --- - �--� - I `"' I _ _ �(� : i .. . - , - --- -- i �Y � ;,�� il- I I � .. I I ... -........_.. I I 1 � j Z I I I il I I --- � --_ I _ ---- ------- I I-� r - (V � W i � liii � I i ! � li � � � I �y � [� i ----��-��------� i i � - - - i i - -- — � i �i � � � � - i ------------------- ----- -- --- ------ -. - �-- ---- -�- li--- ' - --- - __ _ _ __ � � _ -- -- - �i-------- --- -!-==�I�== --- --- - ��---- --- --- � . r--- 1 i--- �-- — - - - -- - — - i �------ --- --- - --T------- ---------------------- '---- I _ -------- ---- -�-�-- _ - --- -- -- - __-_-_ __ � - f I NEW METAL ROOF DEGK � � NEW 3/16" BENT PLATE 12 I/4 ON TOP OF TUBE TO NEW GONTINUOUS EDGE MATGH ROOF SLOPE 3/16" BENT PLATE /��GLE (MATGH EXISTING 2 � 3 SIDES TO MATGH ROOF EDGE ANGLE) `''�4 �� EAGH LEG NEW I I/2" TYPE B SLOPES (GONTINUOUS � METAL ROOF DEGK 3/16 TO ROOF EDGE) I/8" BENT STEEL 3 SIDES I I/2" METAL PLATE GUTTER ROOF DEGK W i 12 EXISTING WIOX26 ROOF BEAM LIFTED UP FROM � 2 � LOWER ELE�/ATION Q ,,` i �� t i n � i � i � i '�;;, i � � 3/16" ��(Z+� i � i i ,, � i i ------- � i i � \�'�;, � i „ i -------- ��4„ x a.. i �� , � i �„ `�' EAGH SIDE r� � i i NEW WIOXIq DORMER HSS 3X3X3/16 , 4,. X. i " BRAGKET AT ROOF BEAM ``� � � �� i � ` NEW HSS 4X3X3/8 3'-O" i i i ;,, i i i i i NEW L4X4X3/8 X �" ``\��;, i i GOLUMN WITH I/2" 3/16 i i GONNEGTION ANGLE NEW OR EXISTING �� STEEL TOP PLATE STEEL BEAM � NEW I/4" BENT STEEL � � 4" i i PLATE WITH 4" LEGS i i i NEW HSS IOX4X3/b � � i I/4 •� � 3/16 EXISTING STEEL BEAM i i EXISTING GONNEGTION REMOVE OR RELOGATE NEW L3X3X3/8 X 8" I'-4" i i i i PLATE i i GLIP ANGLE GONNEGTOR � i �L lr NEW HSS 4X3X1/4 EXISTING STEEL BEAM � i �-� i � i STUB GOLUMN WITH RE: PLAN 3/16 � � ��y% � � � � I/2" STEEL i i BOTTOM PLATE EAGH SIDE � � ' �� OF BEAM � � �� .� i i � ' . i i i HSS 4X4X1/4 BRAGING/ � � ' Monroe & Newell � � SHORING BEAM (INSTALL i � / � � � � f ��I � PRIOIR TO GUTTING i i ' Engineers, IriC. I I �! EXISTING RAFTER) i i ��: � � g��}., _ �,_p., � � " EMO�/E THIS � � I I/2" TYPE B � �'�� PART OF EXISTING Avon i i REMOVE 20 GAGE ROOF DEGK i i .%'� BEAM �'.c�. r�ox �597 � I EXISTING METAL ROOF � i i ' 70 Benchmark Road, Suite 204 NEW 3/16" BENT PLATE NEW WI6X31 BEAM 4" i i i DEGK- GUT AT EDGE GONTINUOUS � Avoi�,Colorado 81620 OF EXISTING BEAM ��4 ON TOP OF TUBE TO EDGE ANGLE i i PIEGE- SHOP WELD (970)949-7768 i i MATGH ROOF SLOPE � � TO NEW GOLUMN i I �� 3 SIDES i I FAX (970)949-4054 � � � � � (FILED WELD IS EMAIL, avo„ � I � �/ EAGH LEG NEW I I/2" TYPE B � � � GONTRAGTORS @»>onroe-newell.com i i l �....�:�C� METAL ROOF DEGK i i OPTION WITH � � �.i i/8" BENr STEEL � � , , SPEGIAL INSPEGTION Denver � � '�� PLATE GUTTER � � � � � REGtUIRED) 1400 Glenarm Place,Suite 101 I I _ C� I I I �"v� � I i � � � � Denver,Colorado �0202 3/16 �' W � � � � NEW L3X3X3/8 X 8° (303)623-4927 2 SIDES � i '��'' �� i i i NEW 7/I6" X 10" C'AX (303) 623-6602 I I ��%� �'� Q I I � � � STEEL PLATE WITH EMAIL denver<a�monroe-newelLcom �i � I � I I � I �� ii� � I � I � I I 2 -I/2" � X 6" iJ�i � ��:' i � � � i E PANSION ANGHORS <RE: PLAN> ��I'i �� i ------- i (�V i I i ��:'�/ REMOVE EXISTING I I I � � STEEL BEAM � � i i ��%��' � ,q.�, x � i NEW WIOXiq DORMER HSS 3X3X3/I6 BRAGKET AT ROOF BEAM EXISTING STEEL BEAM 3'-O" i i ST EL EAM � RE: PLAN � � � NEW L4X4X3/8 X 7" Q,, . ..; �1 � 3/16 � � GONNEGTION ANGLE EXISTING �. �.��`'� STUB GOLUMN EXISTING PREGAST 4��. ,� , ,� EXISTING i i BEAM �r�`` +I� TS 4X4X1/4 GOLUMN � i � NEW HSS IOX4X3/8 EXISTING EMBED �;'� °� EXISTING RE: PLAN BEYOND 3/16 i i PLATE EXISTING PREGAST - 6" X 18 GAGE METAL BEARS ON PG WALL � � BEARING WALL - - _ • ,, STUDS AT 2'-O" 3 i i NEW HSS 4X3X1/4 a � i � i STUB GOLUMN WITH 3/16 � � � I/2" STEEL , �,�;;� ry i i BOTTOM PLATE ALL SIDES - i i EXISTING � i i I I/2" METAL �� °� I �'� I � ROOF DEGK � � � i i i i 3/4" = I'-O" ' � J � EXISTING i � EXISTING METAL ROOF � 8" PREGAST SLAB `}" � i i DEGK- GUT AT EDGE WITH 3" TOPPING i OF EXISTING BEAM i i 12 NEW METAL ROOF DEGK 12 i i i NEW GONTINUOUS EDGE Q �� I �� i i � ANGLE (MATGH EXISTING 2 � O 3/4" = I'-O" � i EDGE ANGLE) i i I � � iii NEW I I/Z" METAL i i DEGK EXISTING i i NEW STEEL ROOF BEAM � 3/16" BENT PLATE i i RE: PLAN NEW WIOXIG TO MATGH ROOF i � � � W � DORMER BEAM SLOPES (GONTINUOUS <RE: PLAN> � i � TO ROOF EDGE) . i i i 3/16" � � EXISTING N i i � �2 I I/2" METAL � 2 ROOF DEGK I/4" X 2" � � y- � ' � j � EXISTING STEEL BEAM EAGH SIDE � , ' � i � RE: PLAN � � Q ' J, '� � i � � � NEW HSS 4X3X1/4 � EXISTING i � � STUB GOLUMN WITH � TS 4X4X1/4 GOLUMhI I/2" STEEL TOP AND -� EXISTING RE: PLAN BEYOND � i `�'�� BOTTOM PLATE �� 6" X 18 GAGE METAL BEARS ON PG WALL Q � s'� STUDS AT 2'-O" 3 � � � ��_4 � � U " - � W � NEW I/4" BENT STEEL � � PLATE WITH 4" LEGS � � � ry I � REMO�/E EXISTING EXISTING � i � ` STEEL BEAM EXISTING I I/2" METAL � i —� Z J STEEL BEAM ROOF DEGK � i � 3/16 RE: PLAN i � � � i � 3 SI DES J i EXISTING � � 8" PREGAST SLAB EXISTING METAL �� ` �� I � WITH 3" TOPPING ROOF DEGK � �� I 3/4" = I'-O" � � � ( �� I � EDGE ANGLE > � � I I � � 3/4" = I'-O" I - � � M , � , � � � � � � Date 06-03-2013 � � � � ; ' � Drawn By AVN � � � � EW I/4" X 22 5/8" i i STEEL PLATE (L=22'-O") i i i Checked By HS EAGH SIDE OF BEAM (GAN BE SPLIGED IN Project No. 9150 II'-O" SEGTIONS) 3/16 X 2" AT 6" � EXISTING i STEEL BEAM R@VISIOIIS N N EXISTING STUB GOLUMN EXISTING PREGAST Permit O$-�S-ZO�3 NEXISTING EMBED BEAM � ST EL EAM4X55 PLATE EXISTING PREGAST o BEARING WALL M O N � � � � � � �� f 01�1 � � 0 � � � C � f 01�1 � ° � 3/4" I'-O" 0 U I 1/2" = I'-O" � � 0 E � � a� � � 0 J � O > H O � � a GENERAL NOTES f � 1. LIVE LOADS USED IN DESIGN: C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION. " � � A. ROOF 100 PSF - D. EXCEPT WHERE DETAILED OTHERWISE, FABRICATOR SHALL SELECT STEEL CONNECTIONS B. TYPICAL FLOOR - OFFICE 50 PSF PER AISC "MANUAL OF STEEL CONSTRUCTION" (ASD), TABLE 11-A AND/OR AISC � "SIMPLE SHEAR CONNECTION MANUAL" WITH A325 N BOLTS (OR WELDED EQUIVALENT) � �� C. IMPORTANCE FACTORS TO SUPPORT LOADS INDICATED ON THE STRUCTURAL DRAWINGS. WHEN LOADS ARE NOT CATEGORY 1 SHOWN, SELECT CONNECTION TO SUPPORT 60% THE TOTAL UNIFORM LOAD CAPACITY SEISMIC FACTOR IE 1 PER AISC "MANUAL OF STEEL CONSTRUCTION" FOR EACH GIVEN BEAM AND SPAN. � SNOW FACTOR IS 1 WIND FACTOR IW 1 E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-D1.1. - - -- - � - -- -- - - - - - - - - - - - - - - - - I I - I __ - I ^ D. WIND I 3 SECOND GUST 90 MPH F. MINIMUM WELDS TO BE PER AISC TABLE 72.4 BUT NOT LESS THAN 3/16" CONTINUOUS NEW HSS X4X1/4 I � - - - - I 5 I NEW HSS 4X�4X1/4 �� FASTEST MILE 85 MPH FILLET UNLESS NOTED OTHERWISE. G O L U M N I� I I I I G O L U M N I EXPOSURE B I I I I 5 •2 N EW W1 2X14 54.2 G. P R O V I D E T E M P O R A R Y B R A C I N G A N D P R E C A U T I O N S N E C E S S A R Y T O C O M P L Y W I T H A L L I I I ` E. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR II - I - - '� ' _ � - - -�- - - I �.. � LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT �_ _ _ _ _ _ _ _ _ F. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2012 EDITION. LATERAL SYSTEMS AND DECKS ARE IN PLACE. - I I I � I 2. TESTING, INSPECTIONS AND OBSERVATIONS: H. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP III ' � I I I DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS " I i 3" METAL A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS. � �0 ROOF DEGK II � .� . - - STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE �j _ _ - _ _ _ __ ___._ � I I I � CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED 6. METAL DECK N I INSPECTIONS"BASTMAYGBEEREQUIREDTBYRCHAPTERRI7EOFETHE INTERNATIONAL A. UNLESS NOTED OTHERWISE DECK SHALL BE SHOP-PAINTED STEEL SHALL BE OF I \ I I � I � � , , ' - __ _--NEW MG12X31 --_ ._. _ _ � - « « - f I 8" GONGRETE FLOOR SLAB } � WITH #5 AT 8" EAGH WAY NEW 18 GAGE, 6" EXTERIOR EXISTING METAL �"�ETAL STUD WALL WITH �;•, �,� STUD WALL GYP. SHEATHING � NEW STONE I I EXISTING PREGAST �/ENEER FLOOR �__; � EXISTING EXTERIOR NEW #5 AT I'-O" X I I METAL STUD WALL _ 2�_p�� REMO�/E STONE L__J �/ENEER NEW 3", 18 GA. METAL � r--, � ROOF DEGK (V� I I �� NEW STEEL ROOF GRADE �__; BEAM RE: PLAN - ,�� I/4" BENT STEEL � � EDGE ANGLE � ll��illl=ll - III_ - _ =111: — — - — �,i , — — I I 1=1 I�- '� � III ill�- ��I,��IIIIIIII Illll��i- = IL—II - m i i i_ �=i i i i=� ----------------------- --------------- n=, � .� . NEW L4X4X3/8 EXISTING FOUNDATION f(1 ASPHALT-MASTIX O WALL AND FLOOR PAINTED WITH ry �� 3/4" cD X 4" EXPANSION ANGHOR � EXISTIhIG METAL AT I'-4" NEW #5 X 3'-O" AT 8" STUD WALL �' EPDXY-DOWEL 6" NEW I'-O" X 2'-O" DEEP INTO EXISTING Monroe & Newell GRADE BEAM WITH =111I ` �IIII GONGRETE WALL � (3)-�6 TOP AND BOTTOM � � (�I- -111 IIIII Engineers, IriC. AND (2)-#6 AT GENTER —III—II i1-111—I WITH �3 TIES AT I'-O" I'-O" Avon NEW 3" VOID FORM P.(�. F3ox 1597 70 Benchmark Road, Suite 204 � �� Avoi�,Colorado 81620 (970)949-7768 FAX (970)949-4054 EMAIL avon�monroe-newell.com i 3/4" = I'-O" I EXISTING STONE Denver �/ENEER TO 1400 Glenarm Place,Suite 101 � REMAIN Denver,Colorado �0202 (303)623-4927 NEW 8" GONGRETE EXISTING PILASTER C'AX (303) 623-6602 NEW MGIZX31 EDGE FLOOR SLAB WITH WALL EMAIL denver<a�monroe-newelLcom 6", 18 GA. METAL STUD BEAM WITH (2)-10 GA. #5 AT 10" EAGH WAY EXTERIOR WALL WITH SEFL-TAPPING SGREWS EXISTING EXTE IOR GYP. SHEATHING EAGH EAGH EXISTING METAL ❑ FLOOR/ PILAS ER STUD NEW GONGRETE SIDE GRADE BEAM RE: I/54.1 , 18 GA. DEEP TRAGK Q� R��/•� � � � � � �I 1 � . .. _-. .. �• r��•�• V �" � � � t • U;°,�� " s.o„� �'� � v2" _ �'-o° R � � ° ;j:.�' �,.��t�; . - - � EXISTING FOUNDATION WALL � - � .•' ., EXISTING METAL ;_, � � - - �� °- STUD WALL i , i - , NEW #5 X 3'-O" AT 8" .- i i EPDXY-DOWEL 6" " EXISTING PREGAST i i _, ` INTO EXISTING WALL FLOOR � � i i , i i NEW 3", 18 GA. METAL ROOF DEGK 11=111=111 "�=1 I I J Q NEW STEEL ROOF 3" �/OID � ';illl FORM ,� W BEAM RE: PLAN 54.� I/4" BENT STEEL EXISTING �4)-#5 X 3'-O" EPDXY � EDGE ANGLE FOUNDATION DOWEL 6" INTO Q WALL, GUT I'-O" EXISTING WALL O WIDE SLOT IN TOP OF WALL _ -_--_ FOR GONTIhtUOUS m - ----------• ---- ------- ---------- GRADE BEAM f(� TOI RE AIN REA WAY Q I � ' � � � � f O1� 2 W Q R : PLAN �EXISTING METAL 3/4" = I'-O" U STUD WALL � � 8" GONGRETE FLOOR SLAB Z WITH #5 AT 8" EAGH WAY m W Q NEW 18 C�AGE, 6" EXTERIOR i i i i METAL STUD WALL WITH � � � � i i i GYP. SHEATHING i i i i I I � I � I I I NEW STONE � i i i �/ENEER L__J Q � I t I i i i i--i � EXISTING EXTERIOR � � � � NEW #5 AT I'-O" X METAL STUD WALL � � i � i i i - 2'-O" REMO�/E STONE 1 1 1 � i I i i i �� I I �/ENEER �� i i i i N , � � J . � � � � GRADE �--, � � NEW MG12X31 EDC�E � � � 6", 18 GA. METAL STUD BEAM WITH (2)-10 GA. _ � SEFL-TAPPING SGREWS � 11=111=11 J EXTERIOR WALL WITH -"i—III—. EAGH EXISTING METAL — — - � GYP. SHEATHING EAGH '-111: ° — — - STUD — I I I I—I I� � SIDE �r -'' "` II II� I/2" STIFFENER EAGH � III_ 18 GA. DEEP TRAGK SIDE I 1=' �l/ STEEL GOLUMN NEW L4X4X3/8 EXISTING FOUNDATION � RE: PLAN WITH I/2" ASPHALT-MASTIX O WALL AND FLOOR M PAINTED WITH � w TOP PLATE 3/4" cD X 4" � EXPANSION ANGHOR .; � M � � � � f ��I � AT I'-4" NEW #5 X 3'-O" AT g" I I �� ' EPDXY-DOWEL 6" I V2" = I'-O" NEW I'-O" X 2'-O" � DEEP INTO EXISTING Date �O-OZ-ZO'I 3 GRADE BEAM WITH =111 GONGRETE WALL (3)-#6 TOP AND BOTTOM I — AND (2)-#6 AT GENTER �IIIIII- EXISTING AREA WALL Drawn By AVN WITH #3 TIES AT I'-O" WALL NEW 3" VOID FORM I'-O" Checked By HS p � -° Project No. 9150 � (6)-#5 X P(1 EPDXY-DOWEL �� f �� I � R@VISIOIIS INTO EXISTING � � � FOUNDATION WALL � 3/4° = i�-o° Permit 10-02-2013 a 0 0 0 0 N M O N N O � � a N C' � O � W � Q U � � 0 E � � a� � � 0 J � O > H O � � a