Laserfiche WebLink
LO <br />LO <br />39 <br />LO <br />j <br />LO <br />i� <br />LO <br />0 <br />�2 <br />-0- <br />CD <br />Z2,> <br />C:) <br />C14 <br />c1q <br />LO <br />C! <br />LO <br />C=) <br />LO <br />LO <br />2 <br />0 <br />On <br />C'4 <br />C> <br />5�_ <br />0 <br />C1. <br />E <br />E <br />0 <br />P <br />33 <br />-2 <br />C'4 <br />CD <br />L8- <br />NO <br />C14 <br />C) <br />C-4 <br />LO <br />hi <br />15 <br />M <br />Ld <br />_< <br />1X4 1/2" DRYWALL DOOR JAMB (REFER [—lx4 F1/2" DRYWALL DOOR JAMB (REFER x4 1/2" DRYWALL <br />DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT <br />TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. I I <br />APPROVAL FOR CONN. X 4 <br />x4 <br />3-1/4" LONG X 3/16"0 FURRING <br />1x4 P.T. 3/16"0 X 3" LONG FURRING (2) ROWS 3/16" x 3-1/2" FURRING <br />EJ TAPCONS TAPCON @ 16" O.C. & 411 <br />STAGGERED @ 2X8 <br />TAPCON. INTO 16" L1x8 P.T. FROM EACH ENDw/ MIN. LiX8 <br />BLOCK@ SPACING O.C. 2-ROWS INTO <br />1" DETAIL 2" EDGE DIST. ATTACH <br />PER MANUFACTURE <br />MASONRYTHROUGH -1/21' DETAIL 1x8 w/ (2) ROWS 8d NAILS <br />1x4 P.T. & 1x8 P.T. 3" DETAIL <br />STAGGERED @ 12" O.C. <br />1x4 P.T. DOOR JAMB (REFER <br />TAPCON @ 16" TO PRODUCT <br />DOOR JAMB (REFER <br />O.C. & 4" FROM 1/2" DRYWALL <br />APPROVAL FOR CONN. 1x4 <br />DOOR JAMB (REFER EACH END W/ MIN. TO PRODUCT F <br />2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" <br />TO PRODUCT <br />x 3-1/2" TAPCON @ 16" <br />1x4 <br />APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" D 11 �z <br />O.C. & 4" FROM EACH <br />El TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRIN( <br />4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ <br />MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8 <br />2x P.T. AS REQ'D STAGGERED @ 12" O-C- 3-1/4" DETAIL <br />2x DETAIL 2 1/4" DETAIL <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS <br />SCALE: N.T.S. <br />N 1X4 <br />1 <br />T <br />3 )N <br />N. �11 6" kl/2"DF <br />DIST. <br />W/ <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 3 1/4" TAPCON (11/4" MIN. <br />EMBEDMENT INTO BILK.) <br />1 X 4 FURRING <br />BLOCK HEADER <br />1/2" DRYWALL <br />8d NAILS AT 8" O.C. AT BUCK <br />2 x 8 45' DIAGONAL (4) 10d NAILS INTO <br />BRACE(S) 2 x 8 BRACE/ BLKG. <br />7/16" OSB <br />BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR <br />SCRIBE (NOTCH) POLY -CELL IN THIS AREA <br />BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 <br />CONNECT W/ 8d NAILS BRACE/ BLKG. <br />\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB —/ <br />ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 <br />A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU <br />rHK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />ARCH DETAIL <br />SCALE: N.T.S. <br />A7X8 <br />INSTALL WDW. SCREW ANCHOR-1 <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS <br />BLOCK HEADER <br />1 X 4 FURRING <br />8d NAILS @ 8" O.C. AT BUCK <br />PROVIDE 2 x 8 DIAG. BRACE BT <br />VERT. BRACES WHEN HGT. OF <br />BRACE EXCEEDS 24" <br />2 x 8 VERT. BRACE(S) <br />BUILT UP PLWD. BUCK - <br />SCRIBE (NOTCH) BACKSIDE <br />TO FIT ARCH CONNECT W/ <br />8d NAILS <br />INSTALL WDW, SCREW ----- <br />ANCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS <br />1/4" MAX <br />ir <br />11 SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />2'-0" <br />SECTION <br />A -A <br />8.1 <br />2 x 8 BUCK - CONNECT TO BLOCK <br />WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. <br />EMBEDMENT INTOI�.) <br />/4" MAX <br />Z-O" <br />SOLID BLKG. AT TOP BTWN. ARCH <br />BLKG. & BUCK <br />1 11 <br />2 x 8 VERT. W/ (2) 1 Od <br />NAILS AT EA. END <br />LEAVE A CUT OUT IN O.S.B. ON T <br />INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />7116" OSB ARCH PANEL <br />x 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL <br />THRU OSB INTO 2 x 8 <br />ARCH DETAIL <br />13-13 rK <br />SCALE: N.T.S. <br />�S <br />B *ON <br />I UL <br />ATION <br />1/4" x 3 1/4" TAPCONS <br />�—LEAVE A CUT OUT IN O.S.B. ON THE <br />INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />--- 2 x 8 45 DIAGONAL BRACE AT EA. <br />FACE OF ARCH W/ (3) 10d NAILS <br />AT EA. END <br />\_ PROVIDE TAPCON WITHIN <br />4" MIN. OF BRACE <br />START OF ARC <br />4'MAX. RAD. <br />SECTION <br />B-B <br />8" <br />EQUAL <br />PROVIDE 2x <br />PROVIDE (2) MIN. <br />CONT. W/ (3) <br />TAPCON AT EA. SIDE 12d NAILS <br />BUCK - (1) WITHIN 4" <br />MIN. OF START OF <br />ARCH <br />START OF ARC <br />PROPER INSTALLATION MAX. 8" <br />FILL SOLID <br />C <br />BOTH ELLS_� <br />#5 REB, <br />(TYP,) <br />STD� 90' <br />HOOK <br />z <br />ml�L <br />+5 A <br />NOTCH WEB AT <br />Ll—FIRST 2 COURSI <br />APACITY = 805 # FOR 1 STRAP <br />= 1610 # FOR 2 STRAPS <br />1 PLY PRE-ENGINEERED TRUSS <br />SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS <br />SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS <br />IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d <br />SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 <br />BOND BEAM OR CAST IN PLACE BEAM <br />RETROFIT TRUSS DETAIL <br />N.T.S. <br />2X6 SYP #2 CONT. (MATCH TRUSS DEPTH <br />IF TRUSSES USED) W/ (3) #6 X 4%" WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL <br />USE (1) SIMPSON 1/2" HD TITEN (CENTERED) W/ <br />MIN. 4" EMBEDMENT AT 16" O.C. <br />12 <br />JACK TRUSS PROVIDED BY <br />SEE <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />ROOF SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />(5) 12d NAILS SIMPSON <br />2XIS TO 2X4 H2.5A W/ (10) <br />8d NAILS <br />JACK TRUSS PROVIDED BY_�// <br />TRUSS COMPANY OR 2X4 <br />#2 SYP @ 24" O.C. <br />4'-0" MAX SEE PLAN <br />2X4 SYP #2 CONT <br />(MATCH TRUSS DEPTH <br />12 <br />NOTE: <br />SHED ROOF ENDS TO BE <br />GABLE ONLY, CORNERS <br />SHALL NOT BE FRAMED AS <br />DESIGNED ONLY FOR THE <br />HIP. <br />INSTALLATION OF SHINGLE <br />AND METAL ROOF FINISH <br />. <br />IF TRUSSES USED) W/ (2) #6 X 4%" WOOD <br />SCREWS @ 16" O.C. MAX. OR IF MASONRY <br />WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" <br />O.C. <br />SECTION @ ENTRY rL <br />SCALE: 3/4" V-10" <br />GLASS BLOCK INSTALLATION NOTES <br />A) <br />COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY <br />AT LEAST 2 HOURS BEFORE PLACING MORTAR. <br />B) <br />ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP <br />EXTENDS TO SILL. <br />C) <br />SET A FULL MORTAR BED JOINT, APPLIED TO SILL. <br />MASONRY WALL. SEE PLAN FOR <br />REINFORCING. PROVIDE LOWER <br />D) <br />SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS <br />HOOKED DOWEL <br />1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE <br />TYPE "S" OR' 'N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION, (PLACE <br />EXPANSION STRIP <br />A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT <br />20 ga. PANEL <br />REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />ANCHOR <br />W i W M AT PERIMETER <br />COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. <br />1 4" EXPANSION BOLT (2 <br />WHERE THIS CONDITION <br />E) <br />INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS <br />9 ga. PANEL 5����P/E R A IN C H 0 R) <br />OCCURS <br />#5 CONT. TOP & MID <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />WITH MIN, 3 "COVER <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />6-10" <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />THANONELENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />46 .1. <br />D, <br />REINFORCING AS FOLLOWS: <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />F: <br />PRESS PANEL REINFORCING INTO PLACE, <br />6" MIN. LAP SPLICE W/ <br />1EH1 I <br />I I M I Im I I- <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />I <br />SMOOTH. DO NO FURROW. <br />is <br />F) <br />PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING- DO NOT <br />GRADE <br />FURROW. MAINTAIN UNIFORM JOINT WIDTH. <br />6" MIN. LAP <br />11. <br />N A' <br />G) <br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />7 <br />C14 <br />REMAIN FREE OF MORTAR. <br />NOTE: <br />- <br />:2� <br />H) <br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />C14 <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />A 7.6 <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />1:1 <br />(2) #5 REBAR. (1 -STORY) <br />TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE <br />WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) <br />GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R1 60 <br />16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) <br />1) <br />AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN <br />20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY <br />GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. <br />Of Of <br />J) <br />APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE <br />SECTION AT DEEP MONO FOUNDATION <br />MANUFACTURIER'S APPLICATION MANUAL AND INSTRUCTIONS. <br />K) <br />A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. <br />REV. 07.28.21 SCALE: 3/4" V-0" <br />FOR WIND SPEEDS UP TO 110 IMPW, PER PITTSBURG CORNING RECOMMENDATIONS FOR <br />INSTALLATION OF GLASS BLOCK. <br />FILLED CELL PER <br />FOUNDATION PLAN <br />UNACCEPTABLE INSTALLTION <br />DO NOT DO THIS. <br />*%* <br />�R <br />YP.) <br />THE <br />:S <br />#* <br />#** <br />#5 REBAR (TYP,) <br />00 <br />1TD. 90- HOOK cryp.) <br />FILLED CELL INSTALLATION <br />SCALE: N.T.S. <br />SEE ARCH PLAN AND <br />PRE-ENG TRUSS DESIGN <br />CIE= K1t­1-rE: 4 0171 f'�%Af <br />BRIG WALL TYPE <br />PER PLAN <br />2X2 #2 P. 1. Ivillm, <br />FASTENED PER NOTE <br />2 BELOW <br />—4-- <br />CONT 2X4 NAILED TO <br />BLOCKING W/ 2-12d NAILS <br />ALUM DRIP EDGE <br />2x SUB FASCIA <br />' CONT VENTED OR SOLID SOFFIT <br />2x BLOCKING NAILED TO TOP <br />CHORD EVERY OTHER TRUSS <br />W/ 3-12d NAILS, TYP. <br />I . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED <br />ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING <br />LISTED IN THE DESIGN CRITERIA ON SHEET SN. <br />N. P.T. W/ J <br />2. 2x2 #2 MI -CHANNEL SECURED @ 24" O.C. FASTEN TO: <br />CMU W/ 3/16"x3" TITEN2 @ 16" O.C. (ALT. PAF 0.145/0.157 & 0.300 WASHER W1 <br />MIN. 1" EMBEDMENT @ 16" O.C.) <br />- WOO D w/ 0. 1 48"x 3 1/4" @ 16" 0. C. <br />3. [F] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE <br />STRUCTURAL SOFFIT <br />SF01 SCALE: 3/4" = 1 --0" FOR ALUMINUM SOFFITS 71'-4" <br />REV. 09.10.2021 BLOCKING REQUIRED, FOR SOFFITS < V-4" <br />MID BLOCKING NOT REQUIRED <br />FOR VINYL SOFFITS > V-0" SHALL HAVE MID <br />BLOCKING PER R704.2.1 <br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* <br />TRUSS <br />2X4 SYP <br />EACH TRUSS <br />CONNECTOR <br />SEE LINTEL- <br />SCHED. <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />TRUSS AS SHOWN FOR 0. H. UP TO 2'-6" <br />DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />(2) 1 Od NAILS @ 8" 0. C. <br />TO TRUSS TOP CHORD <br />+ <br />PLYWOOD SHEATHING <br />+ <br />+ <br />+ BLOCKING AS <br />REQUIRED TO <br />+ + SUPPORT SOFFIT <br />IN 7V 1111 HI + <br />ENTER SOFFIT <br />PRECAST LINTEL <br />SEE ELEVATION <br />FOR OVER HANG <br />(MAX 4'-0") <br />SECTION @ ROOF EXTENSION <br />SCALE: 3/4" V-0" <br />Qr-1= QPF=PT r)) Akir) <br />SIMPSON HTT4 W/ (18) 10d x 1 <br />1/2" NAILS TO STUDS & (1) - <br />5/8" DIA. ALL THREAD ROD <br />EPDXIEDW/ SIMPSON "SET" <br />EPDXY MIN. 6" EMBEDMENT 8 <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR MIS <br />MSTAM STRAP <br />SCAL73, <br />>_ <br />z <br />0 <br />(n <br />< <br />0 <br />LU <br />U_ <br />I'_ <br />M <br />< <br />U) <br />@ FIRST COURSE <br />k <br />*41, <br />/—ATTACHED WALL SHEATHING TO <br />O.C., 2 ROWS STAGGERED <br />2X BOTTOM PLATE W/ 8d @ 4" <br />—2x BAND JOIST W/ FACE NAIL 1 Od <br />@ TOP & BTTM CHORD, AND (8) <br />FACE NAILS 10d @ TRUSS VERT. <br />WEB <br />METAL SEAT PLATE <br />NOTE: <br />LAP SHEATHING TO <br />BOTTOM OF BAND <br />SIMPSON HGAM 1 OKTA @ 12" O.C. <br />w/ (4) 1/4xl 1/2" SDS SCREWS <br />INTO BAND JOIST & (4) 1/4"x2 3/4" <br />TITEN INTO K.O. BLOCK <br />RETROFIT FOR MISSING EMBEDDED STRAP <br />SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. <br />2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C.. -><- <br />3/4" PLYWOOD DECKING GLUED <br />AND NAILED W/8d COMM N@ <br />0 <br />6" O.C. EDGES AND 12" O.C. FIELD] <br />FILL1st4COURSES <br />SOLID W/GROUT <br />FOR OVERHANGS BETWEEN OVER 1 112" <br />CONTACT ENGINEER OF RECORD FOR <br />FURTHER INSTRUCTIONS.� <br />OVERHAN <br />A: T. <br />4, <br />RETROFIT WALL OVERHANG DETAIL (NTS <br />FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. <br />11-011 51-0" <br />b <br />2=.=2=R.1 <br />A.. . . . . I. . . . .. . <br />A' * . .. .1 . #5 <br />BAR <br />1U, A <br />�L , A CENTERED W/ <br />V Ilo '. " <br />.1 9T HqD <br />A <br />KNOCKOUT/ <br />IN TOP <br />.01 . <br />A <br />CHAIR BLOCK <br />% <br />MONO FOOTING <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS <br />CLEAN FILL lit <br />DIRT <br />ffTANDARD <br />qU 00 <br />H K <br />#5 BAR IN <br />FILLED CELL,, L <br />L I <br />Sk <br />STEMWALL FOOTING SIZE AND <br />REINF. PERLAN AND STEMWALL <br />MONO TO STEMWALL FOOTING SECTION DETAILS <br />SCALE: 3/4" V-0" <br />DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC <br />DNTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <br />EXISTING BOND BEAM. <br />DRILL 3/4"x5" MIN. HOLE SET BAR IN <br />EPDXY CAP TO PREVENT LEAKAGE <br />TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT <br />MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY 2") <br />#5x6'EMBEDDED INTO EXISTING BOND BEAM <br />FILL CELL FULL HEIGHT W/ <br />NON SHRINK GROUT. <br />#5x6'EMBEDDED INTO <br />EXISTING FOOTING <br />DRILL 3/4"x5" MIN. HOLE <br />SET BAR IN EPDXY <br />EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />SAW CUT <br />S <br />rA ECTION <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />I <br />c= <br />cr) <br />co <br />> LU <br />:z <br />4M C..) <br />= = :"< <br />= <br />-cc C-4 rz <br />C* :5 <br />U .5 <br />cc <br />= = >, <br />U, == <br />c E <br />Cc C, <br />Cj <br />t�p <br />LU <br />n <br />L <br />4 <br />10% <br />To the best of the Engineers knowledge, Information and belief. <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />I. - I=, <br />8 Q, <br />, 6 C, 0 <br />00 <br />0 cc w <br />A1,15j, <br />C) <br />LL UJ <br />tale co LL <br />13 � <br />�j <br />Mz. 0 <br />0: f �; f <br />tffii W D co CN <br />ow <br />W U) <br />z - 0 <br />LO Cl) Z <br />a " 6 0< 00 <br />C <br />z 0 00 <br />W 00 <br />— <br />a <br />00 <br />93 <br />< <br />0 <br />4-1 <br />(13 L.0 <br />U <br />0 LIU 8 <br />Uwa <br />LU <br />c <br />E <br />< <br />C.0 <br />< <br />__j <br />U_ <br />C6 E <br />0 <br />CU 0 <br />Z6 <br />00 <br />E <br />0 <br />0� <br />z <br />< 0 <br />0 <br />6- zz <br />OD <br />< <br />0 <br />0 <br />Z <br />Z <br />02 <br />z <br /><� 0 <br />Uj <br />3: <br />C3 <br />2� <br />Z <br />M <br />mi <br />10: <br />.0 t-Ij <br />E2 <br />11(0 <br />> <br />LO <br />LO <br />< <br />CL <br />j U') <br />C) 0 <br />0 <br />"r— <br />0 _j <br />(0 <br />-2 <br />M <br />L0 <br />+_j 0 <br />U_ M <br />0 <br />0) <br />_�d 04 <br />c) <br />co 04 <br />(0 <br />L0 <br />LO LO <br />Q) <br />E <br />>1 (0 <br />C <br />0 <br />ca <br />z <br />:3 Z6 <br />CA <br />E a) <br />ca <br />E -8 2 <br />0 <br />0 < <br />a) <br />JOB <br />NO 23-06131 <br />SCALE AS NOTED <br />SHEET NO. <br />SS <br />I HI I I h1i I <br />