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Home My WebLink About04050104 Building Plans1/8 DETAIL 1 0'-4" SCALE 1/2" = l' -O" 11-4" 1-4 CO I Q:� 22 MAR 99 5 0 QTING co A- Co --------- — — — 0 LLJ cn -- — — — — — — — — — — --- __________I_____ - - ------------ I ------------------- - — _.._.-------I F II Z LLJ II o II fi THICKENED SLAO I CL V) J__ V) 0 Q or) _j•CL Wz Lij L.Li < > C) o _< Lij ry Tl_ Lr) t� m Z - 7- (p 6' BLDG SEWER 21 00 LJ C) Z < ID WC 0 I'D U V) 77 0 * I x- Lr) Z LAV LAV < o [if z < ct:� THICKENED SLAB m_j (_) 29* -0" I I 29,-0" 29'-0" z > ___-_--J F _8" T16- FOOTING IL 0 I V-4" L 1'-4" 12'-6" 12'-6" 1'-4" 15'-4" 16'-4" 26'-4" 6'-4" 59--o- ir 1/8 DETAIL 1 0'-4" SCALE 1/2" = l' -O" 11-4" 1-4 CO I DETAIL 2 SCALE 1/2" = 1'-0" PROD. NO 9823 Q:� 22 MAR 99 00 ck:w , 0 A- Co V) DETAIL 2 SCALE 1/2" = 1'-0" PROD. NO 9823 Q:� 22 MAR 99 REV. SHEET Co V) CL LLJ cn LLi z < Z LLJ o 0 CL V) J__ V) 0 Q or) _j•CL Wz Lij L.Li < > C) o _< Lij ry Tl_ Lr) t� m Z - DETAIL 2 SCALE 1/2" = 1'-0" PROD. NO 9823 DATE 22 MAR 99 REV. SHEET V) CL Z o < IL M V) 0 to o Lij 0_j LL. z N0 0tO L) 0 7- (p 8d LJ C) Z < z 0 m U V) 77 0 * I x- Lr) Z Y LLJ 0 :2 C) LLJ :2 < o [if z < ct:� m_j (_) DETAIL 2 SCALE 1/2" = 1'-0" PROD. NO 9823 DATE 22 MAR 99 REV. SHEET co LL �J co m 4 Y� WQ0 0'-4.. o a It 11m,000 N W 'v r m"" 1/8)) -- V-0)3 -0" ENDED ACOUSTIC NG MIRROR N FRAME 2'-0" GRAB BAR ELEV B SCALE 1/2" = 1'-01P N U N W Lai Z) C-4 V)M O �W (10 .Z. W Zz =Z L— Z �JLnw N� M fK PROJ. NO 9823 LL �J co m 4 Y� WQ0 S It 11m,000 N N U N W Lai Z) C-4 V)M O �W (10 .Z. W Zz =Z L— Z �JLnw N� M fK PROJ. NO 9823 LL 22 MAR 99 REV. WQ0 SHEET V N [n r W f— tJ� V) Z z UIQ W z Wo o� p CL w CL V) .c- �V) O Q (.0-1 0)o J w = . WQ a_ (,,,) o z a w 0 ry � z N U N W Lai Z) C-4 V)M O �W (10 .Z. W Zz =Z L— Z �JLnw N� M fK PROJ. NO 9823 Y 22 MAR 99 REV. I.L SHEET Q [n n f— Z a z O CL in V) U V)o w o L- z N (D O =M U O w(.0 CL 0 8 �J w -z w a U w w of Q m m (� cz � O V) ULn _j Y W O W Q p of Z ry m U Z U N U N W Lai Z) C-4 V)M O �W (10 .Z. W Zz =Z L— Z �JLnw N� M fK PROJ. NO 9823 DATE 22 MAR 99 REV. SHEET �� _ �� illlltlifliflfliflfl Iflliflifllilflfllil �Folm -- - MFEE APICY VENEERi �i �m�mn ofl uiirtnnmmoiemimimniiuiunuinnnnuuo[tmunmwiimwnninmivnuwnumnamnwimiaimmnmuuuamimimmnniuuflu •' OF •• , FOOTING TRUSS BEARI- NG h- BEARING R 'ur uF FOOTING OL 8 X 16 FOOTING � FRONT ELEVATION SCALE CRICKET SIDE ELEVATION SCALE 1/8s) = 1'-0" '.ARING OLT TOP OF FOOTING T 8" X 16" FOOTING �� REAR ELEVATION SCALE 1/8" = 1'-0" 4RING &_ 9- B" X 16" FOOTING I/// /Z o c� Q�00 4. 0 6 i Q✓� �� Z � `2 � � to N cn CL W Wry N H N U N N LJ W�Z)cV N M i... Lal 0 cr -- z w zz =Z �Y z U Q � �J(nw C,4:2 M � Q :L U i y� PROJ. NO 9823 DATE 22 MAR 99 REV. SHEET I r 0 ry /W V to N cn CL W Wry I— ry (!� UWQ Z Zry W �z p .. r Q i/i W n ry 4-- Lo V) O Q M C) 0 J W = wQ n LL_ Z z W 0 ry �o Mz M 0 N H N U N N LJ W�Z)cV N M i... Lal 0 cr -- z w zz =Z �Y z U Q � �J(nw C,4:2 M � Q :L U i y� PROJ. NO 9823 DATE 22 MAR 99 REV. SHEET I r 0 Y Q cn CL I— Zry O Q IL in /U) V/o W o LL_ Z N O = U M 0 LLJ I--- (D It IL � —� LSI ~ L,J U Q Z Q tL wC� U 1-- U � Z O cn U Y J U J Y W O W Q pofZlz m U = U N H N U N N LJ W�Z)cV N M i... Lal 0 cr -- z w zz =Z �Y z U Q � �J(nw C,4:2 M � Q :L U i y� PROJ. NO 9823 DATE 22 MAR 99 REV. SHEET I r 0 SECTION A SCALE 1/4" = 1'-0" SECTION C SCALE 1/491 = 1'-0" SECTION B SCALE 1/4 = 15-035 N i - N V :n N W F- IJI lz N M O W �t O a -Zw Z Z = Z LJ Z _ 0.4 �J N:x M � Q CL V i ;f PROJ. NO 9823 W f 651- CD N N ^' W Z � Q Q �-Z z W r Z ry Q Q W ry -s cn O Q �o W W w Q '> UoQ Z N W— C) ry Tl- 110 r)Ln z N i - N V :n N W F- IJI lz N M O W �t O a -Zw Z Z = Z LJ Z _ 0.4 �J N:x M � Q CL V i ;f PROJ. NO 9823 f 651- Q CL Z � Q z ry Q M _o V V) o W O Z N CD V z U M O Z LLJ (D CL —� w F— w U z Q Y w w (Y 0 mU U � V Z o �Y V `n Y w O w O Z m U ry U = N i - N V :n N W F- IJI lz N M O W �t O a -Zw Z Z = Z LJ Z _ 0.4 �J N:x M � Q CL V i ;f PROJ. NO 9823 f 651- a I GUTTER 1 X 8 TRIM FIR SOFFIT W/ CONT. VENT 1 X 8 TRiM --' BRICK VENEER BRICK TRIM DETAIL E SCALE 1/2" = V-01' SHINGLE ROOF 1/2" CDX PLYWOOD SHEATHING WOOD TRUSSES TRUSSES R — 38 INSUL ,i 1/2" DR VALL AC USTICAL CEILING ; 0 e,f O 2 4 4 STUDS ® 16" CC i W R-13 BAT INSUL rn ,i 'I 1/ " INSUL B RD 1/ " DRYWALL ;i i ' AN OR BOLTS PER CODE i TR. PLATE C ONC W/ 6 X 6 10/10 WWM 77 ' 4" GRAN FILL RIGID INSULATION jjCONC BLOCK • '4 \ O d • . _ {2) 4' BARS CONT. I DETAIL A SCALE 1/2" = 1'-0" I CEILING 1T FILL co i N SHINGLE ROOF DETAIL B SCALE 1/2-1 = 1'-0" DETAIL c SCALE 1/2" = 1'-0" DETAIL D SCALE 1/2" = 1'-0" co 1 N F- N V (/i N W W D cq N M rw v 0 Z W z z = Z w 0 z U Q � 2'J Nw M CY Qd�v f PROD. NO 9823 DATE 22 MAR 99 REV. > rL `� ---� m a I Q I I a N I 0 Ly Do tr C ti V N ~ 0 N F- N V (/i N W W D cq N M rw v 0 Z W z z = Z w 0 z U Q � 2'J Nw M CY Qd�v f PROD. NO 9823 DATE 22 MAR 99 REV. > rL `� ---� m a I Q I I a N I 0 Ly W 0 N V) rry L,..I ~ V) �a J-: 7: ULL1 Q Li Q-1 Z .. Q Q W 4- O V /O O -)o W0- T< L,J > C) oQ z W r I ry = U C) z F- N V (/i N W W D cq N M rw v 0 Z W z z = Z w 0 z U Q � 2'J Nw M CY Qd�v f PROD. NO 9823 DATE 22 MAR 99 REV. > rL `� ---� m a I Q I I a N I 0 �y- cy— a V) CL a Oin_ Q V /O W o Li -Z N C� O = U I� O Z w f- co _ CL � � —I w F- Uwa a Z Z Iz o m U � Z3 O V) Q Ywpw p of z of m U 2 U F- N V (/i N W W D cq N M rw v 0 Z W z z = Z w 0 z U Q � 2'J Nw M CY Qd�v f PROD. NO 9823 DATE 22 MAR 99 REV. > rL `� ---� m a I Q I I a N I 0 ROOF FRAMING PLAN SCALE 1/8" = V-0" FRAMING NOTES 1. CARPENTRY : ALL LOAD BEARING STUDS AND HEADERS TO BE # 2 SOUTHERN YELLOW PINE WHERE Eb = 1500 PSI E = 1.6 x 10 6 PSI Fv = 85 PSI #1 SYP Eb = 1850 PSI E = 1.9x 106PSI Fv = 95 PSI ALL OTHER LUMBER TO BE # 2 SPF 2. RAFTERS AND CEILING JOISTS PER DRAWING NOTATIONS 3. FRAME, CLOSELY FIT, INSTALL TRUE AND LEVEL AND SET ACCURATELY TO REQUIRED LINES. ALLOW FOR PASSAGE OF PIPES AND DUCTS TO AVOID CUTTING STRUCTURAL MEMBERS. 4. WHERE JOISTS FRAME FLUSH INTO HEADERS, BEAMS OR OTHER JOISTS, MAKE CONNECTIONS WITH METAL FRAMING HANGERS OR ANCHORS OF APPROPRIATE GAUGE AND SIZE. NOT TO BE TOE—NAILED. S. HIP, VALLEY RAFTERS, AND RIDGE BOARDS TO ALWAYS BE AT LEAST 2 ONE 2X SIZE LARGER THAN RAFTERS. 6. ALL FRAMING TO BE 16" CC UNLESS NOTED OTHERWISE. 7. ROOF DECKING MATERIAL TO BE VERIFIED BY BUILDERS SPECS. 8. PROVIDE COLLAR TIES AT UPPER 1/3 OF VERTICAL DISTANCE BETWEEN RIDGE BOARDS AND JOISTS. ( 48" CC ) 9. DOUBLE FLOOR JOISTS UNDER PARTITIONS PARALLEL TO FLOOR JOISTS 10. PROVIDE X BRIDGING AT 8'-0" CC MAXIMUM FOR JOISTS 11. PROVIDE DOUBLE 2 X 8 STRONGBACK AT CEILING JOIST SPANS OVER 14'-0". 12. PROVIDE SOLID BLOCKING 0 MID HEIGHT 0 ALL WALLS OVER 8' IN HEIGHT. 13. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 14. PROVIDE EAVE VENTING PER BUILDERS SPECS. 15. EXTERIOR CORNERS OF STRUCTURE TO BE BRACED WITH 1/2" CDX PLYWOOD OR EQUAL. 16. USE STEEL COLUMNS UNDER EACH END OF STEEL BEAMS UNLESS THEY BEAR ON CONCRETE WALLS. USE EITHER TS 3X3X3/16 TUBE COLUMN OR 3" ID STANDARD PIPE COLUMN OR AS NOTED ON DRAWINGS. 17. PROVIDE SOLID WOOD COLUMNS, ( MAY BE MULTIPLE 2X MATCHING THICKNESS OF WALL ), WHERE REQUIRED UNDER HEADERS. LAMINATED WOOD BEAMS AND POINT LOADS 18. WHERE THERE ARE DISCREPANCIES BETWEEN THESE NOTES AND THE DRAWINGS, THE MORE STRICT SHALL SUPERCEDE. ry W 00 LQ� O Q N N V) �y w A. F— ry {V) ROOF FRAMING PLAN SCALE 1/8" = V-0" FRAMING NOTES 1. CARPENTRY : ALL LOAD BEARING STUDS AND HEADERS TO BE # 2 SOUTHERN YELLOW PINE WHERE Eb = 1500 PSI E = 1.6 x 10 6 PSI Fv = 85 PSI #1 SYP Eb = 1850 PSI E = 1.9x 106PSI Fv = 95 PSI ALL OTHER LUMBER TO BE # 2 SPF 2. RAFTERS AND CEILING JOISTS PER DRAWING NOTATIONS 3. FRAME, CLOSELY FIT, INSTALL TRUE AND LEVEL AND SET ACCURATELY TO REQUIRED LINES. ALLOW FOR PASSAGE OF PIPES AND DUCTS TO AVOID CUTTING STRUCTURAL MEMBERS. 4. WHERE JOISTS FRAME FLUSH INTO HEADERS, BEAMS OR OTHER JOISTS, MAKE CONNECTIONS WITH METAL FRAMING HANGERS OR ANCHORS OF APPROPRIATE GAUGE AND SIZE. NOT TO BE TOE—NAILED. S. HIP, VALLEY RAFTERS, AND RIDGE BOARDS TO ALWAYS BE AT LEAST 2 ONE 2X SIZE LARGER THAN RAFTERS. 6. ALL FRAMING TO BE 16" CC UNLESS NOTED OTHERWISE. 7. ROOF DECKING MATERIAL TO BE VERIFIED BY BUILDERS SPECS. 8. PROVIDE COLLAR TIES AT UPPER 1/3 OF VERTICAL DISTANCE BETWEEN RIDGE BOARDS AND JOISTS. ( 48" CC ) 9. DOUBLE FLOOR JOISTS UNDER PARTITIONS PARALLEL TO FLOOR JOISTS 10. PROVIDE X BRIDGING AT 8'-0" CC MAXIMUM FOR JOISTS 11. PROVIDE DOUBLE 2 X 8 STRONGBACK AT CEILING JOIST SPANS OVER 14'-0". 12. PROVIDE SOLID BLOCKING 0 MID HEIGHT 0 ALL WALLS OVER 8' IN HEIGHT. 13. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 14. PROVIDE EAVE VENTING PER BUILDERS SPECS. 15. EXTERIOR CORNERS OF STRUCTURE TO BE BRACED WITH 1/2" CDX PLYWOOD OR EQUAL. 16. USE STEEL COLUMNS UNDER EACH END OF STEEL BEAMS UNLESS THEY BEAR ON CONCRETE WALLS. USE EITHER TS 3X3X3/16 TUBE COLUMN OR 3" ID STANDARD PIPE COLUMN OR AS NOTED ON DRAWINGS. 17. PROVIDE SOLID WOOD COLUMNS, ( MAY BE MULTIPLE 2X MATCHING THICKNESS OF WALL ), WHERE REQUIRED UNDER HEADERS. LAMINATED WOOD BEAMS AND POINT LOADS 18. WHERE THERE ARE DISCREPANCIES BETWEEN THESE NOTES AND THE DRAWINGS, THE MORE STRICT SHALL SUPERCEDE. PROD. NO 9823 DATE 22 MAR 99 REV. W" �,a1 F/A 0 I I I f` a w ry W 0 N N V) �y w F— ry {V) z � a �" W Z Q Z W r p Z cy Q v W N } V) 0 to O o Li, = .CL W< > Uo< z w — In p PROD. NO 9823 DATE 22 MAR 99 REV. W" �,a1 F/A 0 I I I f` a w ry Q V) a- F— z � a Z 0 Iz M _ V to O Lai J OZ V— N 02 U M O Z W `— CQ '- CL a --� Ld U W Z Q D Q mU U LZ V) Z O V) Y U U-1 J U J Y LTJ O W Q p � Z J Q Q � Q m U = U PROD. NO 9823 DATE 22 MAR 99 REV. W" �,a1 F/A 0 I I I f` a w