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Home My WebLink About6700 Kennaston - structural FOR PERMIT 12-15-22 (1) EXIST CEILING JOISTS • U EXIST STUD WALL ,,\ VJ � Ww 2 x 4 NAILER Lu RIPPED TO WIDTH OF BEAM z Z _ (D NEW z M Z 't Z� � M MAIN FLOOR PLAN (2) 2x8s w J Q o Lo G < It- � F � NO SCALE SIMPSON LCE4 EACH SIDE 3' 10" APPROX. 8 6'-0" o 0 0 W/ (14) 0.162 X 3 1/2 INTO BEAM NEW EXIST WALL OPENING r , U Z) AND (10) 0.162 X 3 1/2 INTO POST 4 x 4 POST 4 AG SCREWS v _ 4'-5%2" B BEAM INTO 2 EXIST 4'-0/2„ C/) S1 .0 FLOOR SHEATHING 0 EXIST FLOOR JOISTS z SIMPSON HSLQ312-SDS25 EACH SIDE W/ (5) 1/4 X 2 1/2 SCREWS INTO LVL BEAM AND J (3) STEEL SELF TAPPING SCREWS INTO STEEL BEAM EXIST CONC — — T. a - - - - - NEW SIMPSON LCE4 EACH SIDE WALL BEYOND a . . ° . ' (3) 1 3/4" 7 1/4" LVL ° a a a 14'. ° W/ (14) 0.162 X 3 1/2 INTO BEAMWAND (10) 0.162 X 3 1/2 INTO POST z a W i U OC co 8'-4' Lo HSS 4x4x1/8 Z OK EXIST LLI z Lf) 6 x 6 POST p O z INFILL FRAMING @ 16" v! X ° a• . W U) U) OZL Q oo EXIST z X CL FOOTING v! z W 4 x 4 POST N Q W J N o z W p C) LL HEADER DETAIL 00 NO SCALE GENERAL STRUCTURAL NOTES GENERAL S T R U C T U C T U R A L WOOD DESIGN DATA 1 . GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AFFECTED BY THE WORK AND 1. HORIZONTAL FRAMING MEMBERS SHALL BE ASSEMBLED BY DIRECT BEARING. z REPORT ANY DISCREPANCIES TO THE ENGINEER FOR REVIEW AND POSSIBLE REVISIONS TO THESE. z DOCUMENTS 2. UNLESS NOTED OTERWISE NAILS SHALL BE COMMON NAILS ONLY. w 1 . DESIGN CODES - ALL LATEST EDITIONS UNLESS NOTED w 2. NO BEAMS, JOIST, COLUMNS OR SLABS SHALL BE CUT OR MODIFIED WITHOUT THE ENGINEER'S 3. FRAMING ANCHORS AND JOIST HANGERS SHALL BEAR THE APPROVAL OF THE INTERNATIONAL BUILDING CODE (IBC), 2018 AS AMENDED BY MN WRITTEN APPROVAL. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS (I C B O). 0 MINNESOTA STATE BUILDING CODE, 2020 p OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) 3. GENERAL CONTRACTOR RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION 4. USE TREATED LUMBER FOR ALL LUMBER WHICH IS IN CONTACT WITH CONCRETE, MASONRY, z INCLUDING SHORING OF ALL STRUCTURE, SOILS, FINISHES AND MACHINERY. CONTRACTOR IS OR EARTH. LUMBER TO CONFORM TO NOTE # 2. Q 2. DESIGN LOADS RESPONSIBLE FOR PROVIDING NECESSARY BRACING AS REQUIRED FOR CONSTRUCTION LOADS, LIVE: FOR STABILITY AND FOR RESISTANCE TO WIND AND SEISMIC LOADS UNTIL THE ENTIRE STRUCTURE 5. ALL FASTENERS, ANCHOR BOLTS, AND HANGERS IN CONTACT WITH TREADED WOOD SHALL HAVE w ROOF SNOW 35 PSF Ct = 1 .0 THE APPROPRIATE GALVANIZED FINISHES. SEE MANUFACTURER AND SUPPLIER. p FLOOR 40 PSF IS COMPLETE. DEAD: 4. GENERAL CONTRACTOR TO OBTAIN ALL SHOP FABRICATION DOCUMENTS, MATERIAL 6. ALL CONSTRUCTION TO COMPLY WITH THE CONVENTIONAL CONSTRUCTION PROVISIONS OF THE w FLOOR 15 PSF SPECIFICATIONS, MILL CERTIFICATES, PRODUCT DESIGN LITERATURE, AND CALCULATIONS/LOAD MINNESOTA BUILDING CODE, INTERNATIONAL BUILDING CODE, AND THE NATIONAL DESIGN = ROOF 12 PSF TABLES FOR ALL NEW STRUCTURE AND CONSTRUCTION MATERIALS, REVIEW FOR CONFORMANCE SPECIFICATION FOR WOOD CONSTRUCTION. CEILING 8 PSF WALL 9 PSF AND COMPATIBILITY TO THE INFORMATION PROVIDED IN THESE DOCUMENTS, AND SUBMIT TO ARCHITECT FOR APPROVAL ONLY AFTER DETERMINING ADHERENCE TO THE DESIGN DOCUMENTS. 7. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER FOR PERMIT GRADING AGENCY. 3. MATERIALS AND DESIGN STRESSES JOISTS & HEADERS NO. 1 / NO. 2 SPRUCE-PINE-FIR 5. SHOP DRAWINGS CERTIFIED IN THE STATE IN WHICH THE PROJECT IS BEING BUILT,ARE REQUIRED FB = 875 PSI MN OR EQUIVALENT FOR ALL PRE-FABRICATED STRUCTURAL COMPONENTS AND MISCELLANEOUS METALS. 8. GLUE LAMINATED MEMBERS TO BEAR A.L.T.C. STAMP AND CERTIFICATE AND GRADE STAMP. 6. STRUCTURAL MEMBERS ARE DESIGNED FOR IN-PLACE LOADS ONLY. GENERAL CONTRACTOR IS 9. DO NOT NOTCH OR DRILL JOISTS OR LOAD BEARING STUDS WITHOUT PRIOR APPROVAL OF ENGINEERED LUMBER RESPONSIBLE FOR BRACING, WITHOUT OVERSTRESSING, ALL STRUCTURAL ELEMENTS (AS THE FABRICATOR AND ENGINEER. LVL FIB = 2900 PSI 2.0E REQUIRED AT ANY STAGE OF INSTALLATION) UNTIL COMPLETION OF THIS PROJECT. REVISIONS FV = 285 PSI 10. ALL LAMINATED VENEER LUMBER SHALL HAVE A MINIMUM ALLOWABLE FLEXURAL STRESS NO. DATE DESCRIPTION 7. GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS TO HAVE A MINIMUM OF 5 YEARS AS NOTED IN MATERIAL SECTION OF THESE NOTES. EXPERIENCE IN ALL AREAS OF WORK THEY WILL BE CONDUCTING OR RESPONSIBLE FOR IN THIS PROJECT. 8. ALL CONSTRUCTION TO CONFORM WITH PRESCRIPTIVE METHODS OUTLINED IN THE MINNESOTA BUILDING CODE AND IRC. ENGINEER WHL DRAWN BY TRJ INSPECTION REQUIREMENTS DATE 12-15-2022 PROJECT NO. JONES 1 . OWNER SHALL OBTAIN ALL REQUIRED BUILDING PERMITS, HIRE INDEPENDENT 11111111 Hill INSPECTION AGENCIES OR CONTACT BUILDING INSPECTOR AS REQUIRED FOR FULFILLING ALL INSPECTION REQUIREMENTS AND SCHEDULE ALL INSPECTIONS. THIS DRAWING , BEING AN INSTRUMENT OF SERVICE, IS AND REMAINS THE THESE SERVICES ARE NOT PROVIDED BY THE ENGINEER. PROPERTY OF LINDAU COMPANIES, INC. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL Si . 0 2. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK IN AREAS OF NOTED ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA CONSTRUCTION DEFICIENCIES OR FAILED TEST RESULTS UNTIL REMEDIED AND RE-INSPECTED. � - 4��4wl, 1 OF: 1 WILLIAM H. LINDAU REG. NO. 24781 DATE: 12-15-2022 COPYRIGHT 2022 LINDAU COMPANIES,INC.