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Home My WebLink AboutPlans Planner 8/2/2023I Y ;fzl 1-17 _�_ I YYY �I Y v - { i MFRONT ELEVATION ra r V • c3� � is h ,3,Z,k EXISTING ART 5TUDE0 Lu e— EXIST SHED Lu Lu o u r. A a :..i .A . i..v.. . ..x 1...w... .. ,....r.. .. r :.. .:.. ......x ,. ,.. x I IN6 X 5T A PORCH ..,.:.._.; .. ac- ; k t Lu _ z , w. EXISTING / / _ .:: \EX15TING ``'�',, PORCH EXISTING �E_XISTIN6_ \PORCH Lu fr X 4 — --HOME — \ \ —HOME Yr I GARA E -- - - - - - - - "ASF'EN STREET" - _.. CONCRETE/ASPHALT FLAT WORK TO BE DETERMINED AND CONFIRMED AT THE 51TE BY CONTRACTOR (TYP) SITE PLAN NOTE: ALL UTILITY HOOK-UPS TO BE DETERMINED NO TH AND CONFIRMED AT THE SITE BY THE GENERAL CONTRACTOR PER ALL LOCAL 001-.)E5 (TYP) 1/16" = 1' - 0" NOTE: ALL ROOF AND SURFACE WATER RUN-OFF WILL ® DRAIN TO APPROVED ENGINEERED RAIN GARDEN - SEE EN6INEER'S DETAIL TO BE PROVIDED BY THE BUILDER gll �-p0of1�{-T!(�I LEFT 50)E ELEVATION 5GALE"®.1/8" =. V- 0" BACX 5117E ELEVATION 50ALE @ 1/5" = 1' - O" 40'-0" (+—) NEW UNIT "A" RIGHT 51DE ELEVATION 56ALE @ 1/8" = V- O" 60'-6" (+-) NEW UNIT "B" o v Lu 7 W O I� 2 Q Lu 0 Lu n� (A m r T � I lu �0 r w V / u) Lu # J W _J ,— L T U) z 0 V 0 FINAL PLAN THESE DRAWINGS ARE THE PROPERTY OF: "LUKE DE516N5" AND ARE NOT TO BE USED OR REPRODUGED IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERM155ION OF LUKE DE516NS, INC,. DATE: JUNE 1, 2023 REVISED: DRAWN BY: MORINI LUKE CHECKED BY: MONTY LUKE .013 #1085 SHEET 1 OF PAPER SIZE @ 36" X 24" (1) LAYER 5/5" TYPE "X" GYP BOARD THI5 SIDE MALL WITH 1.25" DRYWALL 5GREW5 ® i" O.G. DONT. FEILD AND ED6E, FROM SUBFLOOR TO UNDERSIDE ROOF SHEATHING (TYP) 2 X 4 WALL WITH 5TUD5 a 16" O.G. (MAX) WITH R-13 H.D. BATT IN5ULULATION (TYP) 1/2" RF-51LIF-NT CHANNEL, 25 &A 5GREWED PERPENDICULAR TO WALL 5TUD5 @ 16" 0.0 WITH 1.25" DRYWALL 5CREW5 (TYP) (1) LAYER 5/5" TYPE "X" GYP BOARD THI5 SIDE WALL WITH 1.25" DRYWALL 5GREW5 ® T' O.G. CONT. FEILD AND EDGE, FROM 5UBFLOOR TO UNDERSIDE ROOF SHEATHING (TYP) (TYP) WOOD FLOOR DEGKIN6 AND FRAMING - SEE FOUNDATION PLAN 2 X 4 BOTTOM PLATE 2 X 6 P.T. MUD SILL W/ 1/2" DIA X 10" ANCHOR BOLT @ 6' - O" O.G. W/MIN. OF (2) BOLTS PER PIECE OF PLATE OR SILL 8 (1) BOLT WITHIN 12" OF ENDS 6" MIN. CONCRETE STEM WALL CONT. HERE ON 12" X 6" MIN. FOOTIN6, OR USE ALTERNATIVE WOOD FRAMED CRIPPLE WALL DE516N PROVIDED BY BUILDER DETAIL: E-1 5/—'ALE 0 1/2"= r- 0" ONE-HOUR FIRE WALL ASSEMBLY CONT. BETWEEN UNITS AS, PER GORE DESIGN NO. UL U305 FIRE RATING: 1 HOUR STC RATING: 48 SOUND TEST: RAL-TLII.083 SYSTEM THICKNESS: 5-1)4" [133 MMI LOCATION: INTERIOR FRAMINGTYPE: WOOD STUD(LOAD-BEARING) mm] 1406 mm] Ak (406 mml i��iti!�.diw•i!i!J�►�.dJiti�iwwww�i!J��i!i!i!i�i�i!i�.i ASSEMBLY REQUIREMENTS: GYPSUM PANELS: ONE LAYER 6/8" [16.9 MMA SHEETROCKO GYPSUM PANEL (UL TYPE SCX) N � N Lu RESILIENT CHANNEL: 1/2"[12.7 MNA] RESILIENT CHANNEL, 25GA.(0.015'), 24"(610 MMA O.C. WOOD STUDS: 2" X 4" [38 X 89 M141 WOOD STUDS, 16'1406 MMA O.C. n V / INSULATION: 3-1/2" [89 MMA NBERGLASS INSULATION IS)V GYPSUM PANELS: ONE LAYER 6a, [15.9 MMA SHEETROCKO GYPSUM PANEL (UL TYPE SC)G 7-(3 Lu OL Q # Lu J _ < W fQ GENERALWALL NOTES: t- ILu T 0 QZ 1. REFER TO APPLICABLE CODES REQUIREMENTS TO ENSURE COMPLIANCE PRIOR TO CONSTRUCTION. _ 2. FOR THE MOST UP-TO-DATE DETAILS, INCLUDING CONSTRUCTION VARIATIONS, REFER TO THE PUBLISHED DESIGN. n� l7— - - 3. WHERE DESIGN NO. INDICATES'PER, THE FIRE RATING IS BASED ON LABORATORY TEST DATA OF THE REFERENCED - SIMILARLY CONSTRUCTED ASSEMBLIES. - 4. SND SIZES AND INSULATION THICKNESSARE MINIMUM UNLESS OTHERWISE STATED IN THE PUBLISHED ASSEMBLY. 5. STUD AND FASTENER SPACINGS ARE MAXIMUM UNLESS OTHERWISE STATED IN THE PUBLISHED ASSEMBLY. - 6. PANEL ORIENTATION SHALL BE AS SPECIFIED IN THE PUBLISHED DESIGN. - - 7. FIRE -RATINGS ARE FROM BOTH SIDES UNLESS OTHERWISE STATED. FIRE -RATINGS ARE MAINTAINED WITH ONE OR MORE OF THE FOLLOWING MODIFICATIONS: INCREASE STUD DEPTH, - -. INCREASE STUD MATERIAL THICKNESS, DECREASE STUD SPACING, DECREASE FASTENER SPACING, INCREASE INSULATION THICKNESS UP TO CAVITY DEPTH. 9, WHERE ACOUSTICAL PERFORMANCE IS PROVIDED IN AN ESTIMATED RANGE, THE VALUES ARE BASED ON - ILABORATORY TEST DATA OF SIMILARLY CONSTRUCTED ASSEMBLIES. - 10. SOUND -RATINGS ARE MAINTAINED WITH ONE OR MORE OF THE FOLLOWING MODIFICATIONS: INCREASE STUD DEPTH, - DECREASE STUD MATERIAL THICKNESS, INCREASE STUD SPACING, INCREASE FASTENER SPACING, INCREASE _ - INSULATION THICKNESS UP TO CAVITY DEPTH. MODIFICATIONS MUST NOT EXCEED LIMITATIONS OF FIRE RATING. USG 4CGC > - ISSUE SHEETINPofttMTgN 0a^ RECORD: UL U305 6� w -P-1-08 sso wn�alarre su.ei ^� t �,"oo^,".u� CF"SG.6�tU5ltwuaMtox,mvum�vae,ity ego o�xee wn�iramen I T.BWLSG6YW ^ tOWY1Ml N:SO:a"PoA ROOF F RAN I N O FLAN 5r -,ALE @ 1/4" = 1'- 0'1 SECTION 17fiZAlnl I N 0 "A". SCALE @ 311611 = 1'- O" L505ND �111111 EXISTING 2 X WALL FRAMING AS 5140WN REMOVED WALL FRAMING AS SHOWN NEW 2 X 4 INTERIOR, AND 2 X 6 EXTERIOR WALL FRAMIN6 C 16" O.G. ® EXISTING 2 X ROOF FRAMING HERE - NO PROPOSED CHANGES, © RETAIN ALL EXISTING HOME INSULATION (TYP) (1) HOUR FIRE WALL ASSEMBLY HERE CONT. © FROM WOOD FLOOR DECKING TO UNDER- SIDE ROOF 5HEATHING - SEE DETAIL: F-1 O RETAIN EXISTING 2 X 4 WALL FRAMING HERE ADD NEW 2 X 4 WALL FRAMING @ 16" O.G. O ABOVE EXI5TIN6 WALL IN ATTIC, AS 5HOWN HERE TO ALLOW FOR ONE HOUR FIRE WALL A55EMBLY - SEE DETAIL: F-1 O EXI5TINO (b" GONG. STEM WALL ON "ASSUMED" 12" X 6" GONG. FOOTING - CONFIRM AT SITE O EXISTING 2 X FLOOR FRAMING HERE - NO PROPOSED GHANGES 1-- z w R Lu J }V F z 0 m z0� I wFw`t Qrwr wmv� J tt_ r%I 17!111111111111. FINAL PLAN THESE DRAWIN65 ARE THE PROPERTY OF: "LUKE DE516N5" AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMISSION OF LUKE DF -516N5, INC. DATE: JUNE 1, 2023 REVISED: DRAWN BY: MONTY LUKE CHECKED BY: JOE3 #1085 SHEET 3 OF PAPER 517E o 36" X 24" Q N � N Lu N� O w z r n V / IS)V W Q O 7-(3 Lu OL Q # Lu J _ < W fQ Q t- ILu T 0 QZ to n� l7— r%I 17!111111111111. FINAL PLAN THESE DRAWIN65 ARE THE PROPERTY OF: "LUKE DE516N5" AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER WRITTEN PERMISSION OF LUKE DF -516N5, INC. DATE: JUNE 1, 2023 REVISED: DRAWN BY: MONTY LUKE CHECKED BY: JOE3 #1085 SHEET 3 OF PAPER 517E o 36" X 24"