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HomeMy WebLinkAbout00040 - drawings]KIE\V][ 110N:: GENERAL FOUNDATION NOTES: 1. ALL FOUNDATIONS ARE EXISTING. 2. FLOOR SYSTEMS EXISTING. 3. ALL INTERIOR WALLS/BEAMS TO REMAIN. 4. EXISTING SLAB TO REMAIN. -WINDOW & DOOR SIZE NOTES (EXAMPLES}: -SH3050 =SINGLE HUNG 3'0" BY 60" -FX2646 = FIXED 2'6" BY 41611 -CASE3050 = CASEMENT 3'0" BY 60" -2868 @ DOOR =2'8" WIDE BY 6'8" TALL -2880 @ DOOR =2'8" WIDE BY 8'0" TALL BASEMENT NOTES: -CONTRACTOR TO VERIFY ALL EXISTING FLOOR & FOUND. DIMENSIONS SHOWN ON THIS PLAN, VERIFY FOUNDATION IS SQUARE AND SIZES NOTED ARE ACCURATE, REPORT DISCREPANCIES WITH LITTFIN DESIGN IF FOUND. -WALLS TO HAVE MINIMUM 1/2" GYPSUM BOARD COVERING. -CEILING TO HAVE MINIMUM 5/8" GYPSUM BOARD COVERING. -EXISTING STAIRS TO REMAIN AS IS. -EXISTING EXTERIOR WALLS TO REMAIN AS IS UNLESS SHOWN TO CHANGE. -ALL "EXISTING" WINDOWS AND DOORS CALLED OUT TO REMAIN AS IS. -EXISTING STRUCTURE TO BE REVIEWED ON SITE, VERIFY IF ANY PORTIONS OF SAID STRUCTURE NEEDS TO BE REPLACED/CORRECTED. -NEW BEAM TO BE INSERTED INTO FLOOR AREA, HOLD BEAM UP TIGHT TO FLOOR DECKING ABOVE WITH "SQUASH -BLOCK" MEMBERS @ EACH END TO DISTRIBUTE POINT LOAD DOWN TO TOP OF FOUNDATION WALL BELOW. -ALL FOOTING SIZES PER OWNER/ORIGINAL PLANS. Qy 41'-11" 22'-11" 11'-0 18'-0" - — — — 1 — — — — — — — — — — — — CANTILEVERED JOIS�IS FL OR A80VE ------ 20"X8"CONT.— — — — — — — — r —20 X8"CONT. --------- r-- ---------- 0"X8"CONT-------� SPREAD FTG. SPREAD FTG. E PREAD FTG. U) (EXISTING) (EXISTING) I C? (EXISTING) LO ooU- ooLL -o IzU oC9Z ocoz o U) DZ LL LL 0RZ <Wfn IN0-W (naW (n�W N N�L}L ZH W�> LuIN U) i� W �oZ POINT LOAD FROM iX 0) > X w P POINT LOAD FROM I� ABOVE TO SIT ONTO - � Xi ABOVE TO S T ONTO z Iz _ (4)7---V*" 2 -OE LVL BEAM cai� wl FOUNDATIO WALL I0u-O / SITTING DIRECTLY C/) 1 100 Q ( UNDER 3/4 SUBFLOOR. QI Ix57< it BEAM AND/OR BEARING WALL BEYOND Io U)w BEAM AND OR BEARING WALL BEYOND SOILD WOOD BLOCKING UNDER 7/_ I I I I I I I POINT LOAD FROM ABOVE TO SIT ONTO FOUNDATION WALL EACH END OF BEAM, MAKE SURE TO NOTE: EXTEND BEAM 3' IN EITHER INDICATES EXISTING WALL AREAS TO DIRECTION FROM POINT LOAD I I REMAIN AS IS, VERIFY IN FIELD IF ANY ABOVE TO SPREAD LOAD EVENLY PORTION NEEDS TO BE REPAIRED OR OVER FOUNDATION/FOOTING BELOW REPLACED. 0 2' 4' 8' PROPOSED BASEMENT AREA@ REAR OF HOME SCALE: 1/4" = V-0" A 1'_1 1" BEAM AND/OR BEARING WALL BEYOND SCALE: 1/411 1'-0" BEAM AND/OR BEARING WALL BEYOND 0 2' 4' 8' EXISTING BASEMENT AREA @ REAR OF HOME I E i SCALE: 1/4" = V-0" ]R]E\v. 1D�A\�C']E:: ]D�l[�A�\�1[1v�G� '7[']['7[']L1E:: ��ST �0�R ° EM(DDEL ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. © COPYPOT 2018 SCALE: 1/4" = 1'-0" LITTFIN I DESIGN 4/757 /cy-ik 4i) Revewed for Code Compliance City of Orono Date z �� Reviewer K St;319 Y l�ia as �-ossa LITTFINDESIGN.COM MLITTFIN@ HOTMAIL. COM 320-224-7844 WINSTED, MN cClUnR]R',IENTI ]PAG�IE 1DA,]F1E; 2.9.8 1IAl, l�� RECEIVED FEB 14 NIS CITY OF ORONO IP Ay, GIE ]D IES CIKEP IFI OaN. FOUNDATION SCALED PRINT @ 24X36 REVISION,, ][�' ]E\V,, ]DATE, ]D IR AwVI[N (G� �]['111FIL]E,; D Ti 7p�'H M T (ODIEL REMMLITTFIN ]LOCATION,", 0 Jl 9 4M �� Tj ONKAK � VV COURT, ORONO MN ALL PLANS & DESIGNS SHOWN ARE THE PROPERTY OF LITTFIN DESIGN. USE OF THESE PLANS, ON ANY OTHER PROJECT/LOT OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT OF LITTFIN DESIGN IS PROHIBITED. 1 ©COPYPOT 2018 ; - LITTFIN DE S I 1 LITTFINDESIGN.COM HOTMAIL.COM 320-224-7844 WINSTED, MN CICI[1[�IRlEN F ID)A\,IFIE,, IPA�GIE I., ID) IPAAG�IE 1D)]ESCI[�1[1P'1F1[0N, FIRST FLOOR PLANS SCALED PRINT @ 24X36 2-9-1s BRACED WALL NOTES: 1. ALL WALLS DESIGNED PER METHOD CS-WSP OF THE 2015 MN CODE. 2. ALL EXTERIOR WALLS ARE TO BE CONTINOUSLY SHEATHED WITH A MINIMUM 3/8" THICK WOOD PANEL. 3. CONNECTION OF WOOD PANEL TO STUDS SHALL BE MIN. 8d COMMON NAILS, 6" O.C. AT EDGES & 12" O.C. AT FIELD OF WOOD PANEL. 4. STRUCTURAL PANELS (BRACED WALLS) SHALL BE LOCATED AT EACH END & AT LEAST EVERY 20' BETWEEN PANELS. 5. EXTERIOR BRACED WALL LINES SHALL HAVE A BRACED WALL PANEL AT EACH END OF THE BRACED WALL LINE, EXCEPT FOR: C.1 BRACED WALL PANEL UPLIFT LOAD PATH: 1. BRACED WALL PANELS LOCATED AT EXTERIOR WALLS THAT SUPPORT ROOF RAFTERS OR TRUSSES (INCLUDING STORIES BELOW TOP STORY) SHALL HAVE THE FRAMING MEMBERS CONNECTED IN ACCORDANCE WITH: -WHERE THE NET UPLIFT VALUE AT THE TOP OF A WALL EXCEEDS 100 PLF, INSTALLING APPROVED UPLIFT FRAMING CONNECTORS TO PROVIDE A CONTINOUS LOAD PATH FROM THE TOP OF THE WALL TO THE FOUNDATION OR TO A POINT WHERE THE UPLIFT FORCE IS 100 PLF OR LESS. THE NET UPLIFT VALUE SHALL BE AS DETERMINED BY ONE OF THE FOLLOWING: -BRACED WALL PANELS ARE PERMITTED TO BEGIN NO MORE THAN 10' FROM EACH END OF THE BRACED WALL LINE PROVIDED THAT A 24" PANEL MATCHING TABLE R602.10.7 IS APPLIED. -THE END OF EACH BRACED WALL PANEL CLOSEST TO THE CORNER SHALL HAVE A TIE - DOWN DEVICE FASTENED TO THE STUD AT THE EDGE OF THE BRACED WALL PANEL 2 CLOSEST TO THE CORNER AND TO THE FOUNDATION OR FRAMING BELOW. THE TIE - DOWN DEVICE SHALL BE CAPABLE OF PROVIDING AN UPLIFT ALLOWABLE DESIGN VALUE OF AT LEAST 1800 LBS. THE TIE -DOWN DEVICE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. INTERIOR BRACED WALL LINES SHALL BE DESIGNED/BUILT PER INTERMITTENT METHOD "GB". -MINIMUM 1/2" GYPSUM BOARD APPLIED TO EACH SIDE OF 2X4 (OR) 2X6 STUD WALL @ 16" O.C. SPACING OF STUDS W/ DOUBLE TOP PLATE AND SINGLE BTM. -ATTACH GYPSI inn Tn c-ri me tn;� h;T 1.1 THE BASIC WIND SPEED DOES NOT EXCEED 90 MPH, THE WIND EXPOSURE CATEGORY IS B, THE ROOF PITCH IS 5:12 OR GREATER, AND THE ROOF SPAN IS 32' OR LESS (OR) 1.2 THE NET UPLIFT VALUE AT THE TOP OF A WALL DOES NOT EXCEED 100 PLF. THE NET UPLIFT VALUE SHALL BE DETERMINED IN ACCORDANCE WITH SECTION R802.11 AND SHALL BE PERMITTED TO BE REDUCED BY 60 PLF FOR EACH FULL WALL ABOVE. . WHERE THE UPLIFT FORCE DOES NOT EXCEED 200 POUNDS, RAFERS AND TRUSSES SPACED NOT MORE THAN 24 INCHES ON CENTER SHALL BE PERMITTED TO BE ATTACHED TO THEIR SUPPORTING WALL ASSEMBLIES IN ACCORDANCE WITH TABLE R602.3(1) ----QTS (TYPE W OR S), 7" O.C. AT EDGE & 7" O.C. AT FIELD. -ALL GYPSUM BOARD JOINTS TO BE SOLID BLOCKED W/ 2X MATERIAL 7. (PERPENDICULAR WALL/FLOOR) ALL FLOOR SYSTEMS BETWEEN BRACED WALL PANELS TO HAVE A MIN. 2X4 TOP & BOTTOM BLOCKING BOARD PARALLEL TO BRACED WALL PANELS W/ MIN. (3)16d NAILS ATTACHING BOTTOM/TOP OF BRACED PANEL PLATE TO FLOOR SYSTEM AT BRACED PANEL WIDTH ONLY. 2X4 BLOCKING TO BE SET BETWEEN FLOOR SYSTEM MEMBERS. SOLID RIM MAY BE USED (FIG. 5 & 6). 8. (PERPENDICULAR WALL/ROOF) APPLY 2X SOLID BLOCKING BETWEEN ROOF SYSTEM MEMBERS OVER BRACED WALL PANELS W/ 8d NAILS AT 6" O.C. ALONG LENGTH OF BRACED WALL PANELS WHEN HEEL IS 15.25" OR LESS (FIGURE 3, REFER TO FIG. #4 WHEN OVER 15.25"). 9. NOTE: NOTES 7 & 8 ABOVE APPLY TO PERPENDICULAR FRAMING, WHEN PARALLEL FLOORS/ROOF SYSTEMS ARE PRESENT, THE FLOOR/ROOF SYSTEM IS TO HAVE BLOCKING MATERIAL ALLOWING FOR NAILING OF BRACED WALL PANEL INTO SYSTEM ABOVE/BELOW SAID WALL (FIGURE 6). -RAFTER OR ROOF TRUSS TO PLATE, TOE NAIL: -MINIMUM (3) 16d BOX NAILS OR (3) 10d COMMON NAILS. (2) TOE NAILS ON ON EISDE AND (1) TOE NAIL ON OPPOSITE SIDE OF EACH RAFTER OR TRUSS. (MANUF. METAL CONNECTOR MAY BE SUBSTITUDED, VERIFY W/ MANUF. DETAILS). -WALL PANEL TO STUDS: -CONNECTION OF WOOD PANEL TO STUDS SHALL BE MIN. 6d COMMON NAILS, 6" O.C. AT EDGES & 12" O.C. AT FIELD OF WOOD PANEL. TABLE 8602 10 5 IREV,, 1DAA\T1E,, ]DI AM][NG 'T'111FLE: D (D(OLN�, '(3 D D ILcO��CAA\1[�1[c0>1�; �j /� 472 2 1L ONll AVEEW COURT, ,, ORONO MN ARE THE PROPERTY OF LITTFIN ALL PLANS & DESIGNS SHOWNEL DESIGN. USE OF THESE PLANS, ON ANY OTHER PROJECT/LOiPH S OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT DESIGN IS PROHIBITED. LIT IN 0 COPTPOT 2018 MINIMUM LENGTH DE BRACED WALL PANELS lP'AvC)E ]D>]ESCE�I[]P'7C][tO�Iv� METHOD (SEE TABLE 8602,10,4) MINIMUM LENGTH 'a (inches) WALL HEIGHT 8 feet13 feet 10 feet 11 feet 12 feet CONTRIBUTING LENGTH (inches) 2-9-18 ADJACENT CLEAR OPENING HEIGHT (Inches) CS-WSP, CS-SFB < 64 24 27 30 33 36 ACTUAL 'b 68 26 27 30 33 36 72 27 27 30 33 36 76 30 29 30 33 36 80 32 30 32 33 36 84 35 32 32 33 36 88 38 35 33 33 36 92 43 37 35 35 36 96 48 41 38 36 36 100 44 40 38 38 104 49 43 40 39 108 54 46 43 41 112 50 45 43 116 55 48 45 120 60 52 48 124 56 51 128 61 54 132 66 58 136 62 140 66 144 72 For SI1 1 inch = 25,4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s. NP- Not Permitted, a, Linear interpolation shall be permitted, b. Use the actual length when it is greater than or equal to the minimum length. c. Maximum header height for PHF is 10 feet in accordance with Figure R602,10.6.2, but wall height may be increased to 12 feet with pony wall, d. Maximum opening height for PFG is 10 feet in accordance iwth Figure R602.10.6,3, but wall height may be increased to 12 feet with pony wall, e. Maximum opening height for CS -PF is 10 feet in accordance with Figure R602,10,6,4, but wall height may be increased to 12 feet with pony wall, w ih LINE B-1 0 WAUL LINE A-1 DEVICE END CONDITION 5 41.11 DISTANCE BETWEEN BRACED WALLS 4'-0" �, 4--0"4'-0 BRACE WALL LOC. BRACE WALL LOC. IBRACE WALL LOC. TYPE CS—WSP TYPE CS—WSP TYPE CS—WSP EXISTING WALL EXISTING WALL EXISTING WALL NOTE: INDICATES EXISTING WALL AREAS TO REMAIN AS IS, VERIFY IN FIELD IF ANY PORTION NEEDS TO BE REPAIRED OR REPLACED. PROPOSED FIRST FLOOR AREA BRACED WALL PLAN SCALE: 1/4" = V-0" MODIFIED AREA (INCLUDING REAR PORCH) 1152 SQ.FT. 0 2' 4' 8' SCALE: 1/4" = 1'-0" REVISION,, IREV,, 1DAA\T1E,, ]DI AM][NG 'T'111FLE: D (D(OLN�, '(3 D D ILcO��CAA\1[�1[c0>1�; �j /� 472 2 1L ONll AVEEW COURT, ,, ORONO MN ARE THE PROPERTY OF LITTFIN ALL PLANS & DESIGNS SHOWNEL DESIGN. USE OF THESE PLANS, ON ANY OTHER PROJECT/LOiPH S OTHER THAN NOTED ON THIS TITLEBLOCK WITHOUT THE WRITTEN CONSENT DESIGN IS PROHIBITED. LIT IN 0 COPTPOT 2018 �-- I LITT FI N DE S IN LITTFINDESIGN.COM MLITTFIN HOTMAIL.COM 320-224-7844 WINSTED, MN (ClCa[lE�)C�]EN7C IDSA\T]E;: ]PSA\(Gr]E ��' S I �I lP'AvC)E ]D>]ESCE�I[]P'7C][tO�Iv� RACED WALL L SCALED PRINT @ 24X36 2-9-18