7242 Gall Blvd - Laserfiche WebLink

Browse Search

a (M N O N N CD n r O r I -- II II II EXISTING STEEL l I III I I ROOF DECK 1--- �`A I � I- - � I 1 r-- i it i li it i \n i li li it ❑ it ii `\i li _4 ' 11250# MAX I I `�`\ i t �___ ��,, II NEW MECHANICAL I STEEL DECK ATTACHMENT RTU I i PER GSN OVER 60OS162-54 1 I (6 x16 GA.) STEEL STUD JOISTS AT 24" O.C. MAX. n i li I it is `\ i li I I 2LOW 03 202 I 11250# MAX 201 W16x26 STEEL LINTEL 1 I 1 NOTE: 204 I GC TO VERIFY EXISTING FRAMING MEMBER SIZES, LOCATIONS AND SPACING. NOTIFY STRUCTURAL I ENGINEER OF FINDINGS PRIOR TO PLACEMENT OF RTU. JOISTS WILL THEN BE ANALYZED FOR ADDITIONAL RTU LOAD. ADDITIONAL EXISTING CMU REINFORCEMENT MAY BE REQUIRED. I WALLS I I II I \ I 1 I V 02 it li �0 ' 1250# MAX _ F XLn a I I ,I II II I I I I _ II II I I II II , I II I � I \/ I I V I I I n l l -- -- -- -- -- -- I J 1250UMAX- =Ij I I I I ,I PARTAIL FRAMING PLAN �aD scALe vr. ra 1 � 1 I I I I I I I ❑ I I I I I I I I EXISTING I I CONCRETE I I SLAB I I I EXISTING CONCRETE FOOTING / 1 1 — #5 VERTICALS SPACED 103 102 AT 16" O.C. MAX FULL I I ( HEIGHT - CENTERED IN CMU WALL II 1 I 4" THICK (MIN.) CONCRETE I I SLAB OVER CRUSHED ROCK I 1 _ .. ---� —�-� —� — — - MATCH- EXISTING SLAB 12" THICK BY 24" WIDE _� v I CONTINUOUS CONCRETE FOOTING WITH (3) #4 CONTINUOUS i 102 I I I r .------ � I I 1 1 EXISTING CMU f I I 1 WALLS i ' ' I I I I I ^iAN PARTIAL FOUNDATION PLAN SCALE: va•. to MASONRY LINTEL (ML) SCHEDULE 937-01 NOTES. 1. VERTICAL WALL REINFORCING. (1) 2. TOP OF SOLID GROUT. (2) 3. TOP REINFORCING WHERE INDICATED IN LINTEL SCHEDULE. o w (3) 4. OPEN END BLOCKS - BLOCKS OPEN PLAN w N (4) 5. ONE SIDE. REINFORCING - SEE SCHEDULE. _ (5) 6. LINTEL U BLOCK. w 7. SHORE LINTEL UNTIL GROUT REACHES � _ DESIGN STRENGTH. (6) 8. FULL MORTAR JOINTS ON VERTICAL (7) AND HORIZONTAL FACE SHELLS. (1) NOTE: A. VERTICAL REINFORCING TO MATCH AND _ LAP WALL REINFORCING PER G.S.N. B. EXTEND GROUT, OPEN END MASONRY UNITS AND REINFORCING 24" PAST EACH JAMB. INSTALL CORNER BARS WHERE 24" CANNOT BE ACHIEVED. PLAN (4) ($) C. DO NOT LAP SPLICE REINFORCING IN SINGLE SPAN LINTELS. WHERE SPLICES ARE REQUIRED IN MULTIPLE SPANS, LAP BOTTOM REINFORCING AT SUPPORTS AND TOP REINFORCING AT MIDSPAN. SEE G.S.N. FOR ADDITIONAL D. FOR CONTROL JOINTS IN MASONRY INFORMATION. LINTELS, SEE DETAIL MARK HEIGHT REINFORCING REMARKS ML1 24" (2) #5 HORIZONTAL TOP AND BOTTOM ROOF FRAMING NOTES - TYP U.N.O.: 1. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS. BUILDING DIMENSIONS, WHERE SHOWN, WERE PROVIDED BY THE ARCHITECT AND SHALL BE VERIFIED WITH SAME PRIOR TO PROCEEDING WITH THE WORK. 2. - AS SHOWN ON PLAN INDICATES NON-STRUCTURAL ARCHITECTURAL WALL FOR ADDITIONAL INFORMATION, SEE ARCH'L DRAWINGS, G.S.N. AND TYPICAL DETAILS, OR AS NOTED ON PLANS AND DETAILS. 3. EAR WALL - W. AS SHOWN ON PLAN INDICATES STRUCTURAL BEARING AND/OR B O 4. ML1, ML2, ETC - AS SHOWN ON PLAN INDICATES MASONRY LINTEL, SEE SCHEDULE THIS SHEET, G.S.N. AND TYPICAL DETAILS. 5. FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF FRAMING CONDITIONS. ALL OPENINGS MAY NOT BE SHOWN ON THIS PLAN. FOR EXACT SIZE, NUMBER AND LOCATION OF OPENINGS, SEE ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, SPRINKLER AND THEIR RELATED DRAWINGS. FOR FRAMING AT OPENINGS, SEE TYPICAL DETAILS. 6. VERIFY EXACT SIZE, WEIGHT AND LOCATION OF EQUIPMENT AND SUPPORTS INDICATED ON PLAN WITH ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, SPRINKLER AND THEIR RELATED DRAWINGS. EQUIPMENT INDICATED ARE ONLY THOSE THAT EXCEED LOADS SPECIFIED IN THE G.S.N. FOR SUPPORT OF EQUIPMENT, SEE TYPICAL DETAILS AND OTHER TRADES. 7. THE EXISTING CONDITIONS DEPICTED ON THESE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER IMMEDIATELY. FOUNDATION NOTES - TYP U.N.O.: 1. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS. BUILDING DIMENSIONS, WHERE SHOWN, WERE PROVIDED BY THE ARCHITECT AND SHALL BE VERIFIED WITH SAME PRIOR TO PROCEEDING WITH THE WORK. DO NOT USE CONC C.J. FOR LOCATING BUILDING ELEMENTS. 2. - AS SHOWN ON PLAN INDICATES 8" MASONRY WALL, SEE G.S.N., TYPICAL DETAILS, PLANS AND DETAILS FOR ADDITIONAL INFORMATION. ALL REINFORCING SHOWN AND/OR NOTED SHALL BE FULL HEIGHT OF WALL - TYP U.N.O. 3. _ - AS SHOWN ON PLAN INDICATES NON-STRUCTURAL ARCHITECTURAL WALL FOR ADDITIONAL INFORMATION. SEE ARCH'L DRAWINGS, G.S.N. AND TYPICAL DETAILS, OR AS NOTED ON PLANS AND DETAILS. 4. THE EXISTING CONDITIONS DEPICTED ON THESE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER IMMEDIATELY. THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY — NOT FOR CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF RECORDS SEAL IS AFFIXED jam WRITTEN SIGNATURE. PROJECT NUMBER 12-994 PROJECT MANAGER RAD PROJECT ENGINEER APB PROJECT DRAFTER DB CARUSO - TURLEY- SCOTT- INC 41 consulting structural engineers Ir1215 West Rio Salado Parkway, Suite 200 Tempe, Arizona 85281 (480) 774-1700 (774-1701 FAX) www.ctsaz.com BAKERY CAFE: #1693 SYSTEM: G3 (GLOW) PROTOTYPE UPDATE: 2012 1 M W W LU z J w W Lu O J � acill 7 RL w W � I A LL I ii 000000 00 °o U o o N IL o2y �° Z C7 0 �J .° W a, °° T U 40zxpo; ° o / o Z i° ®i(yd °°°°°° /0'''111„* , p%% W M ` M MCr) � 0 LL m j 0 Q m J W W Q Z LL _ QQ�a U ti N o® Q PERMIT/BID SET ISSUED 09.26,12 0 W LLI ISSUE DATE: 08.30.12 PROJECT NUMBER: 120705 DRAWN BY: Amel Fazlic DPM: Jennifer A. Richter DM: R. Lance Willis CPM: Pete Ott SHEET NO: S-2.1 FOUNDATION PLAN FRAMING PLAN 12994-PLAN.DWG 3