3314 56TH ST SW 2020 Plans 2022-11-30

N O d O �J(ii > F- 6w E - U) 0 12 20' • Lit- 1 4-6 4 • 2-6 -•- 2-6 • 5 -6"• wCtS CO U iii W03 4040 XO W04 5040 XO U � M (~1 ill � � � , VJ W T N N � .:-.3.) elO p 20' • • III O �En A 3'-2" c' • N • 1 4x8 hdr 4x8 hdr / . O • • L �t�®� 1� � ® • M -' W05 2850 SH �, g Q a1 w �� ZO simpson drug strut P�� -- - - - - - -- - CN 18" x#4 dowels. 5„ � � � � � embedment into M 78 _ — I .. • • connector is required. d existing concrete w/ `�" ° - Trusses MF24"oc see detail 2/S3.0 �� c, IV TJI 110 - simpson set-xp EN o � b` eo zo epoxy. min. (2) in _ _ o -co y 91/2 I-Joist - footing and (2) in "' .1-N N 1 1 Girder Truss I ,; I (c 19.2" oc stem wall), typ N I H 11 2668 1 lir ___/' - 7 , 18" x#4 dowels. 5" i N embedment into in existing concrete w/ Existing Structure oo - Existing Structure simpson set-xp / / epoxy. min. 2 in footing and (2) in j r F / // / / / /// / stem wall), typ 0 / / • • /o( (") \ / Z\ / Foundation Floor Plan - CHD-1028941 -S Proposed 1st Floor Framing Plan - CHD-1028941 -S Proposed Roof Framing Plan - CHD-1028941 -S Proposed Scale: 1 /41n = lft Scale: 1 /41n = lft Scale: 1 /41n = lft a 0 0 O -(n 0 J� cc 1 O O CV te.• O ROOF FRAMING NOTES: HOLDOWN LEGEND # U = a� Tu- tu U FOUNDATION NOTES: 1. DO NOT SCALE DRAWINGS, REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. ifs E NI M w' 0. 1. DO NOT SCALE DRAWINGS, REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 2. PRE-MANUFACTURED ROOF TRUSS DESIGN IS TO BE PROVIDED BY MANUFACTURER. SEE 1 . HDU2 HOEDOWN STRUCTURAL NOTES ON SO.0 FOR REQUIREMENTS. 2. BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMMUM 12" BELOW GRADE 3. ROOF SHEATHING SHALL BE 1/2" A.P.A. RATED PANELS. (EXPOSURE 1, SPAN RATING 32/16). NAIL 3. 4" CONCRETE SLAB OVER 6MIL VAPOR BARRIER ON 6 PF GRAVEL OR CRUSHED ROCK OVER FIRM SHEATHING AT ALL FRAMED PANEL EDGES WITH 8d AT 6" O.C. AND TO ALL INTERMEDIATE UNDISTURBED SOIL OR ENGINEERED COMPACTED BACK-FILL. REINFORCE WITH 6 x 6 W1.4 x W1.4 WWF FRAMING AT 12" O.C. NAILS SHALL BE LOCATED AT LEAST 3/8" FROM THE EDGES OF PANELS. 4. ALL WOOD IN CONTACT WITH CONCRETE SHOULD BE PRESSURE TREATED WOOD. 4. HEADERS OVER LOAD BEARING DOORS AND WINDOW OPENINGS SHALL BE MINIMUM 4x8 U.N.O. 5. REFER TO GENERAL STRUCTURAL NOTES PAGE ON SO.0 FOR ADDITIONAL REQUIREMENTS. 5. PROVIDE (2) STUDS MINIMUM AT EACH END OF ALL BEAMS U.N.O. ON PLANS. BEAR BEAM FULLY ON BUILT UP COLUMN AND PROVIDE POSITIVE CONNECTION BY EITHER A35 OR LTP4 CLIPS ON REFER TO SHEARVIIALL EACH SIDE OF BEAM swxx SCHEDULE ON PAGE S3.0 FLOOR FRAMING NOTES: 6. REFER TO GENERAL STRUCTURAL NOTE PAGE ON SO.0 FOR ADDITIONAL REQUIREMENTS 7. PANELS SHALL NOT BE LESS THAN 4' X 8' EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING c 1. DO NOT SCALE DRAWINGS, REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. WHERE MINIMUM PANEL DIMENSION SHALL BE 24"' ALL EXTERIOR WALLS w c6 2. FLOOR SHEATHING SHALL BE 3/4" TONGUE AND GROOVE A.P.A. RATED PANELS. (EXPOSURE 1, SPAN SHALL BE SW1 UNLESS i RATING 48/24). GLUE AND NAIL SHEATHING AT ALL FRAMED PANEL EDGES WITH 10d AT 6" O.C. AND TO ALL NOTED OTHERWISE INTERMEDIATE FRAMING AT 12" O.0 3. HEADERS OVER LOAD BEARING DOORS AND WINDOW OPENINGS SHALL BE MINIMUM 4x10 U.N.O. w cn 4.PROVIDE (2) STUDS MINIMUM AT EACH END OF ALL BEAMS U.N.O. ON PLANS. BEAR BEAM FULLY ON BUILT UP COLUMN AND PROVIDE POSITIVE CONNECTION BY EITHER A35 OR LTP4 CLIPS ON EACH SIDE OF BEAM Ce O O to w I c`1 Z N- 5.REFER TO GENERAL STRUCTURAL NOTE PAGE ON SO.0 FOR ADDITIONAL REQUIREMENTS 1- ; N m No SHEET silo