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L Z <br />C04 <br />A <br />rn <br />I <br />1/2" DRYWALL <br />DOOR JAMB (REFER-\ <br />I A,+ <br />DOOR JAMB (REFER 1x4 <br />1/2" DRYWALL <br />DOOR JAMB (REFER <br />1x4 1/2" DRYWALL <br />"J' <br />[-1x4 <br />TO PRODUCT <br />P.T. F <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />4*1X4 <br />TO PRODUCT <br />APPROVAL FOR CONN. <br />APPROVAL FOR CONN. <br />1x4 P.T. <br />��FURRING <br />E x4 <br />X 4 <br />1 -1 FURRING <br />3-1/4" LONG X 3/16"0 <br />n <br />3/16"0 X 3" LO NG <br />TAPCONS <br />FURRING <br />(2) ROWS 3/16" x 3-1/211 <br />I <br />TAPCON. INTO <br />STAGGERED @ 16" <br />TAPCON @ 16" O.C. & 4' <br />I <br />2X8 <br />LL11X8 <br />BLOCK@ SPACING <br />1 11DETAIL <br />O.C. 2-ROWS INTO 1x8 <br />P.T. <br />FROM EACH END W/ Mi N. <br />2" EDGE DIST. ATTACH <br />PER MANUFACTURE <br />MASONRYTHROUGH <br />1-1/211 <br />DETAIL <br />1 x8 w/ (2) ROWS 8d NALS <br />3" DETAIL <br />1 x4 P.T. & 1 x8 P.T. <br />STAGGERED @ 12" O.C. <br />— <br />3/16" x 3 -1/2" <br />— 1x4 P.T. <br />DOOR JAMB (REFER <br />TAPCON @ 16" <br />TO PRODUCT <br />O.C. & 4" FROM <br />DOOR JAMB (REFER <br />APPROVAL FOR CONN. <br />N <br />11 /1 2d <br />1x4 1/2" DRYWALL <br />1x' <br />DOOR JAMB (REFER <br />EACH END W/ MIN <br />TO PRODUCT <br />TO PRODUCT <br />2" EDGE DIST. <br />APPROVAL FOR CONN. <br />2x8 P.T. w/ (2) ROWS 3/16" <br />APPROVAL FOR CONN. <br />(2) ROWS 3/16" x 3-1/2" <br />x 3-1/2" TAPCON @ 16" <br />O.C. & 4" FROM EACH <br />1x4 <br />El <br />TAPCON @ 16- O.C. & <br />U2x8 <br />D IST. <br />END w/ MIN. 2" EDGE DIST. <br />FURRIN( <br />4" FROM EACH END w/ <br />P.T. <br />W/ <br />ATTACH SECOND PLY w/ <br />L 2x P.T. AS REQ'D <br />MIN. 2" EDGE DIST. <br />(2) ROWS 1 Odx3" <br />2x8 <br />O%f r%CTAII <br />-1 1A nC:r A I I <br />STAGGERED @ 12 O.C. <br />-4-11AII r)I=T,&Il <br />BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS <br />SCALE: N.T.S. <br />2x8 P.T. BUCK -CONNECT TO BLOCK <br />W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. <br />EMBEDMENT INTO BLK.) <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 />POLY -CELL IN THIS AREA <br />BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 <br />SCRIBE (NOTCH) <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 />1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH <br />ARCH DETAIL <br />ri <br />SCALE: N.T.S. <br />1\ �S <br />,A7 <br />I <br />M <br />INSTALL WDW. SCREW ANCHO <br />INTO ARCH BLKG. PER <br />INSTALLATION DETAILS <br />NCH <br />OR <br />1/4" MAX <br />it <br />SOLID BLKG. AT TOP BTWN. <br />ARCH BLKG. & BUCK <br />2 x 8 BUCK - CONNECT TO BLOCK <br />20-01' <br />WITH <br />1/4" x 3 1/4" TAPCON (111/4" MIN. <br />EMBEDMENT INTO <br />0 <br />/4" MAX <br />Z4 <br />2'-0" <br />BLOCK HEADER <br />SOLID BLKG. AT TOP BTWN. ARCH <br />1 X 4 FURRING <br />BLKG. & BUCK <br />8d NAILS @ 8" O.C. AT BUCK -`-, - i <br />I <br />2 x 8 VERT. W/ (2) 1 Od <br />NAILS AT EA. END <br />PROVIDE 2 x 8 DIAG. BRACE B T%A� <br />VERT. BRACES WHEN HGT. OF <br />BRACE EXCEEDS 24" <br />S B ON T <br />LEAVE A CUT OUT IN O.S.B. ON T <br />2 x 8 VERT. BRACE(S) -------- zz, <br />)0 <br />1��ULATION <br />INSIDE TO ALLOW FOR INSULATION <br />TO BE INSTALLED <br />BUILT UP PLWD. BUCK - <br />SCRIBE (NOTCH) BACKSIDE <br />F <br />7/16" OSB ARCH PANEL <br />TO FIT ARCH CONNECT W/ <br />8d NAILS <br />"--2 X 4 SOLID BLKG. (FULL WIDTH OF WALLS) <br />BTWN. OSB ARCH FACES W/ (4) 1 Od NAILS EQUAL <br />INSTALL WDW, SCREW <br />THRU OSB INTO 2 x 8 <br />A NCHOR INTO ARCH BLKG. <br />PER INSTALLATION DETAILS <br />ARCH DETAIL <br />B-13 <br />SCALE: N.T.S. <br />�s <br />SECTION <br />A -A <br />811 <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 DrAGONAL 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. 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 />tFILL <br />SOLID <br />BOTH CELLS <br />#5 REB, <br />(TYPI) <br />STD. 90' <br />HOOK C <br />±5" <br />NOTCH WEB AT <br />FIRST 2 COURSI <br />APACITY = 805#FOR1STRAP <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 wl (116) 16d <br />SINKERS AND (7) 114"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 SEE <br />TRUSS COMPANY OR PLAN <br />2x6 #2 SYP @ 24" O.C. <br />ROOF SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />.0 <br />(5) 12d NAILS <br />SIMPSON <br />2X6 TO 2X4 <br />H2.5A W/ (10) <br />8d NAILS <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 />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 />. <br />IF TRUSSES USED) W/ (2) #6 X 41/V 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 <br />SCALE: 3/4"= V-0" <br />�S <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 />ANCHOR <br />BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER <br />W , 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 PER ANCHOR) <br />OCCURS <br />#5 CONT. TOP & M I D <br />IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING <br />REINFORCING <br />WITH MIN. 3" COVER 011 <br />SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL <br />(EVERY OTHER <br />OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. <br />COURSE) EXPANSION STRIP <br />/"-F. <br />LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE <br />A <br />THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL <br />-0�7 <br />REINFORCING AS FOLLOWS: <br />PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <br />SEALANT <br />PRESS PANEL REINFORCING INTO PLACE. <br />6" MIN. LAP SPLICE W/ <br />COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL <br />REINFORCING PANEL <br />SMOOTH. DO NO FURROW. <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,, mil LAP <br />G) <br />SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST <br />SPLICE <br />C14 <br />REMAIN FREE OF MORTAR. <br />NOTE:\t:" I . <br />z <br />H) <br />STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS <br />SEE GLASS BLOCK INSTALLATION NOTES. <br />z <br />TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE <br />SEALANT <br />SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. <br />GLASS BLOCK DETAIL <br />1k N (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 R160 <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 />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 MPH*, 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 />*4*# <br />kR <br />440% <br />YP.) <br />— <br />1 <br />rHE <br />Z <br />40 <br />#5 REBAR (TYP,) <br />90- HOOK CrYP.) <br />4% <br />FILLED CELL INSTALLATION <br />SCALE: N.T.S <br />SEE ARCH PLAN AND <br />PRE-ENG TRUSS DESIGN <br />SEE NOTE 1 BELOW <br />x ASCIA <br />-1 ALUM DRIP EDGE <br />I <br />ALUM FASCIA <br />BRG WALL TYPE <br />PER PLAN <br />1-3/4"TRIM PAINTED <br />SS NAIL w/ 5/16" HEAD <br />F CHANNEL, 7 DIA. @ 24- O.C. <br />FASTENED PER <br />NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT <br />CONT 2X4 NAILED TO 2x BLOCKING NAILED TO TOP <br />BLOCKING W/ 2-12d NAILS CHORD EVERY OTHER TRUSS <br />W/ 3-12d NAILS, TYP. <br />1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED <br />N PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING <br />LISTED IN THE DESIGN CRITERIA ON SHEET SN. <br />ON THE DIESIG <br />2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL <br />PRODUCT APPROVAL) F CHANNEL FASTENED TO: <br />- CMU w/ T NAIL.097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT <br />- WOOD w/ (3) 16 GA. 3/4"0/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND <br />PATTERN <br />- SUB FASCIA W/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE <br />STRUCTURAL SOFFIT <br />SF01 SCALE: 3/4" = 1 1-01, FOR ALUMINUM SOFFITS 7VITH SPANS <br />REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER <br />THE SOFFIT FIL PA INSTALLATION CRITERIA <br />*REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* <br />2 X 4 #2 SYP SCAB TO SIDE OF <br />0 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" <br />DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. <br />4 <br />(2) 10d NAILS @ 8" O.C. <br />+ TO TRUSS TOP CHORD <br />+ + <br />+ + PLYWOOD SHEATHING <br />+ <br />+ <br />BLOCKING AS <br />+ + <br />REQUIRED TO <br />z + + SUPPORT SOFFIT <br />M I 19 + <br />2X4 SYP <br />EACH TRUSS <br />I F9 <br />CONNECTOR I E1 <br />SEE LINTEL---/ <br />SCHED. <br />CENTER SOFFIT <br />PRECAST LINTEL J <br />% % <br />SEE ELEVATION <br />(MAX. 4--o") <br />FOR OVER HANG <br />SECTION @ ROOF EXTENSION <br />SCALE: 3/4" V-0" <br />SEE SHEET D2 AND <br />SIMPSON HTT4 W/ (118) 1 Od x 1 FLOOR PLAN FOR <br />1/2" NAILS TO STUDS & (1) - <br />MORE INFO <br />5/8" DIA. ALL THREAD ROD <br />EPDXIED W/ SIMPSON "SET11 <br />EPDXY MIN. 6" EMBEDMENT & <br />3" MIN. EDGE DISTANCE <br />RETROFIT FOR MIS <br />MSTAM STRAP <br />SCALE: 3_ <br />z <br />0 <br />U) <br />U_ <br />0 <br />ILLJ <br />D <br />@ FIRST COURSE <br />1041, <br />41*1 <br />H <br />SS <br />2N BOT. PLATE W/ (2) 10d @ 6" O.C.. <br />1 , . <br />3/4" PLYWOOD DECKING GLUED <br />AND NAILED W/ 8d COMMON @ <br />6" O.C. EDGES AND 12" O.C. FIELD <br />/— ATTACHED WALL SHEATHING TO <br />2X BOTTOM PLATE W/ 8d @ 4" <br />O.C., 2 ROWS STAGGERED <br />r-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 />LAP SHEATHING TO <br />NOTE: <br />BOTTOM OF BAND <br />\-SIMPSON HGAM 1 OKTA @ 12" O.C. <br />L-7- w/ (4) 1/4xl 1/2" SDS SCREWS <br />i <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 <br />FILL 1st 4 COURSES <br />SOLID W/GROUT <br />7 <br />FOR OVERHANGS BETWEEN OVER 11/2" <br />CONTACT ENGINEER OF RECORD FOR L <br />FURTHER [INSTRUCTIONS. <br />OVERHANA. � <br />RETROFIT WALL OVERHANG DETAIL (NTS) <br />FOR OVERHANGS BETWEEN 314"TO 11/2" <br />NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR RECI'D. <br />11-011 51-011 <br />SH <br />SCALE: N.T.S. <br />A <br />#5 BAR <br />CENTERED W/ <br />W <br />IN TOP E? <br />KNOCKOUT/ N <br />CHAIR BLOCK <br />MONO FOOTING <br />SIZE AND REINF. PER PLAN <br />AND SECTION DETAILS <br />CLEAN FILL <br />DIRT <br />STANDARD <br />E? <br />11! �90r HOOK <br />#5 BAR IN <br />FILLED CELL <br />It 1. <br />L <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 />)TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC <br />)NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. <br />EXISTING BOND BEAM. <br />DRILL 3/4"4" 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 />SCALE: N.T.S. <br />(2) #5x6'IN CONC. <br />FILLED CELL <br />SAW CUT <br />SECTION <br />SCALE: N.T.S'. <br />-0 <br />0) <br />CL_ CO <br />4-1 CO 0-1 <br />%� <br />C', <br />(t 0 <br />Q C111 <br />0, 0 <br />- <br />0 0 <br />470- <br />0 <br />0 W <br />wul <br />C> <br />St, <br />< <br />C-) <br />F LO �k, <br />To the beat of the Enginser's 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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W It E <br />8 <br />c: <br />0 <br />1* :01 r,0 u� <br />0 u_ 0. <br />4 2 CO U.. <br />U- <br />E 2.8 , <br />(, uj <br />it f; C� G x 0 _j <br />W 3, - ;; C� <br />0 <br />W U) ,� C5 < < <br />co NZ <br />ul sa 0 <br />IL 04 0, <br />LL <br />IL <br />06 <br />Z <br />2 z: <br />4 <br />a) <br />0 <br />2- <br />0 <br />V) <br />V) <br />-2 E <br />8 <br />U <br />10 <br />< LO <br />Cn <br />co <br />__j <br />E <br />E <br />g nj <br />W W <br />10 <br />C1 <br />E <br />U) <br />z <br />Uj <br />U <br />0 <br />5R <br />01j. <br />0 t3 <br />0 <br />I <br />. <br />§1 <br />C) <br />— <br />12ft <br />M <br />_j <br />0 <br />ili <br />CY) <br />L0 <br />a- <br />U) <br />0 <br />49T <br />.0 04 <br />04 <br />C) <br />C) <br />Cq <br />.0 0 <br />CQ <br />< <br />Lo <br />co <br />E <br />ce) <br />C L0 <br />0 <br />z <br />W <br />z <br />3 <br />E LD <br />E <br />Co <br />0. <br />-46) <br />JOB <br />NO 22-02371 <br />SCALE AS NOTED <br />SHEET NO. <br />SS <br />