Agenda - Council - 08/12/2024 - Laserfiche WebLink

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1H[]E]E1 ][ND]EX: 7 z oz Ho � H w(0 E. Qzz 0pip pc) SHE. 000 U U UddddddQ(�QQQv,v� SWA\IKIE IFOxOTA\GIE CALCULATIONS 18,547 SQ.FT. C7 L lr(0)TA\IL IF][NI[SIH[IEID S( ]PLAN ][N]F(0)R MA\T][(0)N: W 0 W 5 2 0 z 0 0) d 0 0 0 m 0 2 5 (.5 m 0 U) W cc Om Zw H Z w g g J Q th 0 0 0 Z 0 > 2 0 w V) 0 Q o_ U) 0 0 Z 0 U) 5 cc 0 2 ❑ w 0 U) W Z 0 m W m m 0 W ❑ O 0 U) W U) W m V1 0 Z 0 m N 3. ALL FLOOR SPACES OVER UNCONDITIONED SPACE OR CANTILEVERED ARE TO BE 3. ALL HEADERS SHALL BE PER PLAN INSULATED TO MIN. R30. 4. ALL EXTERIOR HEADERS SHALL HAVE SHEETROCK/GYPSUM BOARD: 1. ALL CEILINGS ARE TO HAVE 5/8" NON -SAG GYPSUM BOARD UNLESS OTHERWISE NOTED. 2. ALL WALLS ARE TO HAVE 2" GYPSUM BOARD UNLESS OTHERWISE NOTED. U) 0 0 2 U) z 0 U) U] O z m 0 0 W m 0 U) m 0 fA ❑ OW Z_ 0 ❑ 0Z OQ 0 T ❑ 0 U cc W W ❑ cc d W W m U) 0 Z U) cc 0 Q 0 z 2 5 0 _>>- z OJ o ?5 N W U) 0 • m • Q OOD 0 0 W H > z 2 O d < 0 ❑ W W wZ WOQ < 0 50z • m 0 w0<w I— U , z H .0E0 • > OZ ZZ Z w 0 0 w W> < wm.2 z z Z ❑ , 0 2 < 0 W H • 2 0 Q 2^Om 0 z O W f 07_0� Z U) Q OHz ❑ m ❑ N z w 0 W Q ❑TO❑ > w1— w � 0 • ❑ oc w Z W m owaa ❑ =ocu YQw❑w Q • 5OQ❑o = H Z ❑ N ❑ ❑ I JQ0 Q 0LEcwwn J J W Q Y Y w=m0 m mWU)QQ J><m 0 Ow_,, ▪ T N ,w�O o �O� m Z ❑ 0 II II N .6W O w 0 w H W WI —co m w - ow 0 SOH ❑wx ❑z00 ❑W0 W ❑w�C'3mcc QpZ UW)• W) OUWJOW HOCD<EHW1-QZ�oOo ZZ mUQwN WW ❑ ccH o0 ww ZJ mz wwnJ�o� ❑zwc,i�H-,��w0U)x00000 N¢w002woW lf) CD 0- 0) f: ❑ 00 0 0) 3. ANY WINDOW ABOVE A WET AREA MUST BE TEMPERED PER CODE. 4. ANY WINDOW WITHIN A STAIRWAY MUST BE TEMPERED PER CODE. Z 0 m C0j w E ❑ Q O O U 0 z ❑ • O J H Q J H J U) < Z H O Z Z W Q � ❑ 0 W W W 2 m > Z W ❑ m CC O H 0 0 H ❑ W CC 2 O ❑ • O < CC} a J OW Z J W Q Q E ow Q W Z > 02o0 ▪ H o▪ z<0 Q H W U Q Q ✓ ww0 a w0U m—icc> W Q L rL r Q N 3 JACK STUDS c. 8'-0" - 12'-0" CONSULT ENG. II d. GREATER THAN 12' 10. POSTS CALLED OUT ARE NUMBER OF JACK/TRIMMER STUDS REQUIRED PER SIDE OF OPENING. Z 0 (7 W ❑ Z H 1506 0) 0 0 H Z 0 0 H U) Z U z 0 cc 0 Z cc 0 a W ❑ w 5 0 `(0 U) CONCRETE NOTES: 1. ALL CONCRETE FOOTINGS AND FOUNDATION SYSTEMS ARE DESIGNED FOR A 2000 P.S.F. SOIL. ❑ W U) z 0 W ❑ W U) Z ❑ Z ❑ W z 0 U) W W m O• U) J J W < wm w Z O< Zw0 Occ0 U) D 0 W w ❑ W m W 0- 0 <U) E T 2. FOUNDATION WALLS SHALL BE FULL HEIGHT AT UNBALANCED FILL GREATER THAN 3'4". 0 0 0 Z 0 z 2 U 0 cc Z_ 0 X U CO 0 0 0 z 0 U) 0 cC H 0 z Z 0 U) w W 0 U) w W Q m Q W U) 0 ri W Z 5 >- 0 0 0 W 0 0 0 0 0 W U 0 m 0 ❑ w _cc 5 0 cc = w wow 07 2 U ocoeo r m LO M N = U) 0 H 0 �J} W w 0 Z 0 U) Z 0 6 � � W 00 U5) 00 oF OC i �LL �LL zF vF tiV qF w i~F �.V Qa a Rw- ]FlDS CONNECTION &'HANDICAP' ]L][1FT ADDED