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Home My WebLink About3171-28STANDING SEAM METAL ROOF OVER 3/8" C.D.X. PLYWOOD SHEATHING OVER 2"X8" T. �t G. DECKING OVER 4"X10" WOOD BEAMS @ 48" OIG (TYPICAL) 4„>�8 .. FASCIA dl� A .. 12” �A—ij "00 UI #5 STEEL. REBAR HORIZONTAL " \ BOUNDRY NAILING TOP BOTTOM WITH t5 STEEL lrod NAILS @ 4 OIG (TYPICAL) G 6 8d NAILS � , 12 REBAR VERTICAL @ 24" O/C, HOOKED TO HORIZONTAL BARS." SHAPED 3"X BLOCKING L 5"X5"X1/4" - 4" LONG 48 O/G BOTH SIDES WITH. (ALL IN GROUT FILLED CELLS) 3/4" M.B. THRU BEAM, WITH 3/4" ANCHOR BOLT 0Di THRU 2" LONG SLOTTED HOLE (TYPICAL) Z O - I E- - 1 Z w -1 SECURE 4"X5- SILL WITH 3/4"X12 w �t ANCHOR BOLTS @ 32" O/G TYPICAL > ( } 4 I t~)1 z --- tll . t - xt _ � � 2--#5 STEEL REBAR 1 % HORIZONTAL CONTINUOUS / A -35F @ 24' G (TYPICAL) i J 1 j) P� t� � ri'IL1 I Z / 2-#5 STEEL REBAR HORIZONTAL TOP $ BOTTOM WITH #5 STEEL _- ___ _ w REBAR VERTICAL @ 24" O/G tS} HOOKED TO HORIZONTAL BARS ; c� )M( ALL ., (ALL 1N GROUT FILLED CELLS) , / � � � U LINTEL (TYPICAL) 11 8" <,5"X1r5" SPLIT FACE CONC. BLOCK 0 0 f 1 WITH I$5 STEEL REBAR @ 24" OIG � i flC VERTICAL 2-#5 STEEL REBAR @ 48 LL8'"X8"X1G" SPLIT FACE GONG. BLOCK, WITH #5 STEEL REBAR i 0 _ 0:24- OIG VERTICAL, $ #5 STEEL REBAR @ 48"OIG I OIG HORIZONTAL WITH ALL CELLS HORIZONTAL CONTINUOUS, WITH ALL CELLS FILLED W r U_� FILLED WITH SOLID GROUT. Z WITH PROVIDE 2-#5 STEEL REBAR SOLID GROUT. PROVIDE 2-#5 STEEL REBAR HORIZONTAL T HORIZONTAL CONTINUOUS @ALL TOP CONTINUOUS @ ALL TOP COURSES, UNLESS OTHERWISE NOTED. � � Z I ALL INTERIOR GONG. BLOCK WILL BE 8 X8X1ro PRE S COURSES UNLESS OTHERWISE ( " GI ION.) , U_- NOTED. (ALL INTERIOR CONC. BLOCK 17- WILL BE a.>�3"Xlr" PRECISION) /L-- - ' N. FL. 8X8 X16 SOLID BOTTOM 7 -4 TD FI 2,^0„ U -LINTEL (TYRGAL) t GG SECTION SCALE 1-1/2., =T -0., SE(STION SCALE 1-1/2 1' -- O NOTE; 8d BOUNDRY NAILS. WILL BE "SHORTS" FLASHING AS REQUIRE© BOUNDRY NAILING 6d NAILS Gn 0, C, 6F 12 / 1rod NAILS C% 4" O/C (TYPICAL) f f "SIMPSON" PA18 @ EACH 4"X10- BEAM I #5 STEEL REBAR HORIZONTAL (MIN. 96" LONG) ! . STANDING SEAM METAL ROOF OVER 3/8" G.D.X. PLYWOOD SHEATHING OVER 2"X8" T. �F G. DECKING rn/ER 4 ,)n0" WGOD BEAMS ^ 46" O/1G a o "SIMPSON- U410 SECURE 3"X12" SHAPED LEDGER WITH 3/4" ANGHOR BOLTS @ 48" O/C (TYPICAL) ` I 8"X8"X10" SPLIT FACE GONG. BLOCK, WITH #5 STEEL REBAR CcD 24" O/C VERTICAL, �. MI5 STEEL REBAR @ 48" O/C HORIZONTAL CONTINUOUS, WITH ALL CELLS FILLED WITH SOLID GROUT. PROVIDE 2-#5 STEEL REBAR HORIZONTAL CONTINUOUS @ ALL TOP COURSES, UNLESS OTHERWISE NOTED. (ALL INTERIOR GONG. BLOCK WILL BE 8"X8"Mro" PRECISION.) SEG -TION SCALE 1-1/2"= V_ 0„ �► GALE: .d, :.�fo ui�t✓%D�J LS�9 ..•CIVIL%5TRJCTURAL ENGINEERS 1 .; 4649 Brockton Avenue , REV. REV,.ISION DES.rCRI.PT.ION DATE �ENGR: CITY DATE �%�� "MUNICIPAL CONSULTANTS F � � Prepared Under The Supervision Of C��ON�ACO RA NOTED SURVEY R5 GPS GEOMATICS Riverside, CA 92506 $ FES5/D DATE:iwc.PLANNERSARCHITECTURESHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT PLAN'' . k. � D3-fr-2002 Hemet. ea 92544 (909} 652 4454COMMENCE WITHIN TWO YEARS OF THE DATE South Girard sheet c9o9)389-0700 � r� �- G? _E-MAILa; ., . ,. ,:;� :� � DRAWN B . FAX 1909) 766 8942 -E apzad�rvic.net _ `? � � SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER NO. C5 , MANNER, „> Fax 9C)9 369-4039 W m a C > STANLEY E. STEELS DIAL, TWO WORKING �_�_ T� t THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TOPARK PJAA 7 C'� DESIGNED BUILDING CONSULTANT, L.L.G. ; >. ;. ,, -BEFORE ••••� DAYS BEFORE ' - y �� a e-mail:comwork5C9�pe.tlet -, ._ � � BRING THEM INTO CONFORMANCE WITH CONDITIONS AND >� PHASE ' p < YOU DIG You DIG � ��+�►NE 2345 EAST HIGH MOUNTAIN DRIVE e a , -. F� l/ <� API D BY. hftpr��www.pe.net�comworks .na.. STANDARDS IN EFFECT. � � Date Z ®Z tHECn_D BY: / DRAWING No.. 28 SANDY, UTAH .�rrtt TELL FREE —800-227-2600 801-495-1112 FAX ..... So1- 05- A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT //0UP -- C( tri /DL 3 CWDG JOB NUMB __ .s.. C1T1' ENGINEER R.G.E. 51152 DATE.