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HomeMy WebLinkAbout803 Route 28 - Sections0 1` 2 I�U W O 0"-111 �Z _ = N TYPICAL SECTION O 4"0 ANCHOR RODS BASE OF STEEL AT ELEV. 100'-0 2 3 KEY PLAN 4 1 o , tiZ ODU 3 O H 1 O'-11 1 �w EO TYPICAL SECTION 4 "0 ANCHOR RODS BASE OF STEEL AT ELEV. 100'-0 ti � 3 1 0 e 21 6 0 O L W g e _ Lr) �. N to 5 98 6 �'u w TYPICAL SECTION 1,"'0 ANCHOR RODS BASE OF STEEL AT ELEV. 100'-0 CO2 LOQ :19 III J�2I 2 4 O UFT J 3 W I N � N 0'-101 ww TYPICAL SECTIOPJ O4 "0 ANCHOR RODS BASE OF STEEL AT ELEV. 100'-0 X BRACE ti 0'-104 ov 2 21 o - SLOPE 0 0'-114 21 2JI 63 "N TYPICAL SECTION O"O2 ANCHOR RODS BASE OF STEEL AT ELEV. 100'-0 � N 0'-112 ACCESSORY SCHEDULE - 0=112 • I - - - • • � I ry ro 9 0"-111 �Z _ = N TYPICAL SECTION O 4"0 ANCHOR RODS BASE OF STEEL AT ELEV. 100'-0 2 3 KEY PLAN 4 1 o , tiZ ODU 3 O H 1 O'-11 1 �w EO TYPICAL SECTION 4 "0 ANCHOR RODS BASE OF STEEL AT ELEV. 100'-0 ti � 3 1 0 e 21 6 0 O L W g e _ Lr) �. N to 5 98 6 �'u w TYPICAL SECTION 1,"'0 ANCHOR RODS BASE OF STEEL AT ELEV. 100'-0 CO2 LOQ :19 III J�2I 2 4 O UFT J 3 W I N � N 0'-101 ww TYPICAL SECTIOPJ O4 "0 ANCHOR RODS BASE OF STEEL AT ELEV. 100'-0 X BRACE ti 0'-104 ov 2 21 o - SLOPE 0 0'-114 21 2JI 63 "N TYPICAL SECTION O"O2 ANCHOR RODS BASE OF STEEL AT ELEV. 100'-0 � N 0'-112 ACCESSORY SCHEDULE - 0=112 • I - - - • • � I ry ro °U A� J4' -Q X 14'-0 FRAMED OPENINGS Q 2 © 3070 SWING DOORS d 2 N � I W O_ O ANCHOR ROD SETTING N07E5 U 2 0 1) THIS PLAN IS TO BE USED FOR ANCHOR ROD SETTING ONLY. U U q 2 21 U THE ACTUAL FINISHED FLOOR ELEVATION /S TO BE ESTABLISHED IN THE FIELD. z U 7 WHEN LOCATING AND SETTING ANCHOR RODS, ALWAYS REFER TO THE LARGE SCALE DETAILS FOR DIMENSIONS, THE ORIENTATION OF COLUMNS AND THE .� ELEVATION AT BOTTOM OF BASE PLATES. 4) IT IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO DETERMINE THE Ory ANCHOR RODS. SEE INCLUDED REACTION SHEETS (R) -R-5 ). PLEASE CONTACT CUSTOMER SERI/lCE !F REACTION SHEETS ARE NOT FOUND. 1 O s) THE FOUNDATION MUST BE SQUARE, LEVEL AND ALL ANCHOR RODS MUST BE TRUE IN SIZE WITH LOCATION AND PROJECTION AS NOTED. THE FOLLOWING ARE ANCHOR RODS THE AISC CODE OF STANDARD PRACTICE TOLERANCES FOR SETTING ANCHOR RODS. 2"'0 A. 1/8" CENTER TO CENTER OF ANY TWO RADS WITHIN AN ANCHOR RDD • • • • BASE OF STEEL AT ELEV. 100'-0 v C. ELEVATION OF THE TOP OF ANCHOR RODS 1'112-- f I D MAXIMUM ACCUMULATION OF 1/4" PER HUNDRED FEET ALONG 1TlE N ESTABLISHED COLUMN LINE OF MUL77PLE ANCHOR ROD GROUPS, BUT NOT TO N E. 1/4" FROM THE CENTER OF ANY ANCHOR ROD GROUP TO THE ESTABLISHED COLUMN LINE THROUGH THAT GROUP. 6) CONCRETE CONTRACTOR IS TO CLEAN CONCRETE FROM THREADS OF ALL ANCHOR RODS o • • •.• � . � 0'—fit � � • • • • . . . n ANCHOR BOLTS TO BE DESIGNED BY FOUNDATION ENGINEER USING DIAMETERS SHOWN IN THIS TABLE. ANCHOR ROD DESCRIPTION QUANTITY " z 70 DIAMETER X 16 1 "0 DIAMETER X 40 REVISION 14'-6 i'-0 1'-0 14'-6 f6'—f0 16=10 to] e5 ACCESSORY SCHEDULE i 2 21 MARK DESCRIPTION DETAIL QUAN. °U A� J4' -Q X 14'-0 FRAMED OPENINGS Q 2 © 3070 SWING DOORS d 2 N � O_ ANCHOR ROD SETTING N07E5 � 0 1) THIS PLAN IS TO BE USED FOR ANCHOR ROD SETTING ONLY. 2) FINISHED FLOOR ELEVATION IS BASED OFF OF A 100'-0 ELEVATION U.N.O. 2 21 THE ACTUAL FINISHED FLOOR ELEVATION /S TO BE ESTABLISHED IN THE FIELD. z 3) WHEN LOCATING AND SETTING ANCHOR RODS, ALWAYS REFER TO THE LARGE SCALE DETAILS FOR DIMENSIONS, THE ORIENTATION OF COLUMNS AND THE .� ELEVATION AT BOTTOM OF BASE PLATES. 4) IT IS THE RESPONSIBILITY OF THE FOUNDATION ENGINEER TO DETERMINE THE ADEQUACY OF THE CONCRETE, PROPER REINFORCEMENT AND LENGTH OF THE ANCHOR RODS. SEE INCLUDED REACTION SHEETS (R) -R-5 ). PLEASE CONTACT CUSTOMER SERI/lCE !F REACTION SHEETS ARE NOT FOUND. TYPICAL SECTION s) THE FOUNDATION MUST BE SQUARE, LEVEL AND ALL ANCHOR RODS MUST BE TRUE IN SIZE WITH LOCATION AND PROJECTION AS NOTED. THE FOLLOWING ARE ANCHOR RODS THE AISC CODE OF STANDARD PRACTICE TOLERANCES FOR SETTING ANCHOR RODS. 2"'0 A. 1/8" CENTER TO CENTER OF ANY TWO RADS WITHIN AN ANCHOR RDD GROUP. BASE OF STEEL AT ELEV. 100'-0 B. 1/4" CENTER TO CENTER OF ADJACENT ANCHOR ROD GROUPS C. ELEVATION OF THE TOP OF ANCHOR RODS 1'112-- D MAXIMUM ACCUMULATION OF 1/4" PER HUNDRED FEET ALONG 1TlE ESTABLISHED COLUMN LINE OF MUL77PLE ANCHOR ROD GROUPS, BUT NOT TO EXCEED A TOTAL OF 1': E. 1/4" FROM THE CENTER OF ANY ANCHOR ROD GROUP TO THE ESTABLISHED COLUMN LINE THROUGH THAT GROUP. 6) CONCRETE CONTRACTOR IS TO CLEAN CONCRETE FROM THREADS OF ALL ANCHOR RODS CERTIFIED PLANS RELEASE FOR CONSTRUCTION Date: 12-11-06 DEC 13 Luob 36=0 OUT/OUT CONCRETE - DRAWING USAGE ANCHOR ROD SETTING PLAN DRAWN DATE JOB NO, JWJ 12-.11-06 5 PA C Asa quality speed . eCOnOPIIy 1r-B-sss25-1 CHECKED DATE LAKEPORT INDUSTRIAL PARK 8 HARDINO STREET, SURE 107 DAS 12-11-06 LAKEVILLE, MA 02347 FAX 508-947-8771 TEL 508-947-7277 EMAIL: SPACEDLDOSMOM CUSTOMER: SHIP TO: ENGINEER DATE SPACE BUILDING CORP SILVER CLOUD TOWING A 1 � - ra-- 0 6 412 RICHMOND ST. 797 ROUTE 28 SCALE EAST TAUNTON, MA 02718 SOUTH YARMOUTH, MA 02664 SHEET NO. DESCRIPTION DETAILER DATE ENG. DATE N•7.5. ATTN. DOUGLAS STOKEN 61 of 1