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Home My WebLink AboutS102 Framing Plan and DetailsGFCIWasherDryer DWMicrowave Ref. Range U.C. Refr. FOUNDATION NOTES 1. FOUNDATION NOTES: STEP FOUNDATION AT EAST EDGE OF PROPERTY DOWN TO EXISTING FOUNDATION. MAXIMUM SLOPE IS 2 HORIZ., 1 VERT. BETWEEN FOOTINGS AT DIFFERENT ELEVATIONS. 2. ALL FOOTINGS TO REST ON CLEAN, FIRM UNDISTURBED SOIL. STEP FOOTINGS A REQUIRED TO MAINTAIN REQUIRED DEPTH BELOW FINISH GRADES. 3. CONCRETE STRENGTH, 3,000 PSI AT 28 DAYS FOR ALL SLABS. (FOUNDATION DESIGN BASED ON 2,500 PSI). 3,000 PSI AT 28 DAYS FOR ALL OTHER CONDITION. MAXIMUM SLUMP, 4" 4. USE ASTM A-615 GRADE 60 DEFORMED REINFORCING BARS UNLESS NOTED OTHERWISE 5. CONCRETE EXPASION ANCHORS SHALL BE 'SIMPSON WEDGE- ALL STUD ANCHORS' OR ENGINEER APPROVED EQUAL. EPOXY TO BE SIMPSON "SET" ADHESIVE OR APPROVED EQUAL. 6. INFILTRATION, ALL OPENINGS IN THE EXT. BLDG. ENVELOPE SHALL BE SEALED AGAINST AIR INFILTRATION. THE FOLLOWING AREAS MUST BE SEALED. * JOINTS AROUND WINDOW AND DOOR FRAMES * JOINTS BETWEEN WALL CAVITY AND WINDOW/DR. FME. * JOINTS BETWEEN WALL AND FOUNDATION * JOINTS BETWEEN WALL AND ROOF * JOINTS BETWEEN WALL PANELS * UTILITY PENETRATIONS THROUGH EXTERIOR WALLS A. FLOOR/ROOF FRAMING / TRUSS NOTES: FRAMING DRAWING IS FOR ILLUSTRATION ONLY. ALL FRAMING SHALL BE INSTALLED & BRACED TO MANUFACTURERS DRAWINGS & SPECIFICATIONS. B. ANY ENGINEERED WOOD PRODUCT SHALL CARRY MANUFACTURERS STAMP. C. ANY ENGINEERED WOOD PRODUCT WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT. APPROVAL OF ENGINEERING CALCULATIONS. D. ANY ENGINEERED WOOD PRODUCT SHALL HAVE DESIGN DETAILS & DRAWINGS ON SITE FOR FRAMING INSPECTION. E. ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TO BE PROVIDED BY LUMBER COMPANY / MANUFACTURER. F. ALL ROOF FRAMING 16" O.C. UNLESS NOTED OTHERWISE. G. INSTALL SPRAY FOAM TYPE INSULATION AT FLOOR AND PLATE LINES, OPENINGS IN PLATES, CORNER STUD CAVITIES AND AROUND DOOR AND WINDOW ROUGH OPENING CAVITIES. H. MIN. SNOW LOAD 50 LBS PER SQUARE FOOT. I. ALL EXPOSED INSULATION IS TO HAVE A FLAME SPREAD RATING OF LESS THEN 25 AND A SMOKE DENSITY RATING OF LESS THAN 450. J. SPECIFIC MANUFACTURES AND MODEL NUMBERS SHOWN ON THE PLANS ARE INDICATIONS OF QUALITY ONLY. THE OWNER/BUILDER SHALL NOT BE PROHIBITED FROM SUBSTITUTING MATERIALS AND/OR APPLIANCES OF EQUAL QUALITY/STRENGTHS FROM NON-SPECIFIED MANUFACTURERS. K. THE OWNER/BUILDER SHALL NOT BE SUBSTITUTING MATERIALS PROVIDED THEY MEET CURRENT BLDG. CODE, AND ARE APPROVED FOR THAT SPECIFIC USE BY THE BUILDING OFFICIAL. L. ALL WOOD JOISTS, POSTS, LAP SIDING, STRINGERS, PLATES, ARE TO BE OF TREATED WOOD PRODUCTS WITHIN 12" OR LESS OF CONTACT OF GRADE OR WITH DIRECT CONTACT TO CONCRETE. WOOD OVER CRAWLSPACE OTHER THAN WOOD PLATES IN CONTACT WITH CONCRETE ARE TO BE ENGINEERED WOOD PRODUCTS WITHIN A CONDITIONED CRAWLSPACE ENVIRONMENT. FRAMING NOTES 4 A501 2 A502 1 A502 5 A5015' - 8"PANEL3'x3'ACCESS29' - 10"17' - 4"35' - 0" 3' - 10" 17' - 2 1/2" 12' - 7 1/2" 29' - 10" EXISTING CRAWLSPACE INFILL WINDOW WITH CONSTRUCTION MATCHING EXISTING WALL EXISTING CRAWLSPACE EXISTING GARAGE SLAB EXISTING BASEMENT 11' - 7 13/16" 18' - 2 3/16"8' - 8"8' - 8" 11 7/8" I-JOISTS AT 16" O.C.11 7/8" I-JOISTS AT 16" O.C.HORIZONTAL BRACINGHORIZONTAL BRACINGDOUBLE 11 7/8" I-JOIST DOUBLE 11 7/8" I-JOISTBEAM POCKET BEAM POCKET BEAR JOISTS ON EXISTING BASEMENT WALL - REFER TO SECTIONS 11 7/8" RIM JOIST CONTINUOUS 4 A501 2 A502 1 A502 5 A501 29' - 10"17' - 4"35' - 0"3' - 10" 17' - 4"9' - 3 3/8"20' - 2 7/8" 5' - 5 3/4" 12' - 7 1/2" 17' - 2 1/2" 12' - 7 1/2"56' - 2"14' - 10" 5' - 0" 5' - 0" 5' - 0"VALLEY -GIRDER TRUSSPRE-ENGINEERED ROOF TRUSSES AT 16" O.C. HORIZONTAL BRACING PRE-ENGINEERED ROOF TRUSSES AT 16" O.C.10" LVL AT 16" O.C.HORIZONTAL BRACINGDROPPED CEILING FOR ROOF DECK CONTRACTOR TO SUPPLY PRE-ENGINEERED TRUSS DRAWINGS FOR REVIEW PRIOR TO CONSTRUCTION. SLOPE OF ROOF IS 1/4:12 WITH FLAT BOTTOM CHORD AND SLOPED TOP CHORD. ALL ROOF SHEATHING TO BE 3/4" PLYWOOD WITH VAPOR RETARDER AND 4" MIN. RIGID INSULATION (R-20). STATE OF No. AR11700002JOSEPHE.LE SERE G I STERE DREGI ST ERED A R C H ITECTINDIA N A SHEET NUMBER SHEET TITLE DRAWN BY: REVIEWED BY: PROJECT NUMBER NO. DATE DESCRIPTION CERTIFICATION PREPARED FOR PROJECT ©2018 All Rights Reserved. No part of this publication may be reproduced or transmitted in any form or by any means, electronic or mechanical, including photocopying, recording, or by any information retrieval system, without the permission of the copyright owner. Any unauthorized users will be prosecuted to the fullest extent of the law including any legal fees incurred by the copyright owner. IN ASSOCIATION WITH PROGRESS STUDIO, LLC 5915 N. College Ave., Suite 213 Indianapolis, IN 46220 317-978-1100 www.theprogressstudio.com - 4/9/2019 EXISTING PLANS REVIEW - 4/19/2019 REVIEW SET - 4/28/2019 REVIEW SET - 5/6/2019 BID SET - 04/30/2020 PERMIT SET - 05/18/2020 CARMEL COMMENTS #1 Brad & Carol Catlin Catlin Residence Reno & Addition 10100 Shelborne Road Carmel, IN 46032 Author Checker 19027 S102 FRAMING PLANS AND DETAILS 10100 Shelborne Road Carmel, IN 46032 1/4" = 1'-0" FIRST FLOOR FRAMING PLAN11/4" = 1'-0" ROOF FRAMING PLAN2 05/29/20 David Rutti