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THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH <br />EXPANDED METAL LATH ATTACHMENT. <br />METALLATH <br />WALL SHEATHING <br />It <br />X <br />t <br />11 <br />16GA.0-11`1" LONG (34".71- CROWN) <br />4x it I it 16GAxl-1/2" LONG J,314'l-l" <br />STAPLES Cap V'O.C. VERT BETWEEN <br />I <br />STU DS (NOTED THUS:-) - OFFSET CROWN, STAPLES!§ 6" <br />STAPLES BETWEEN STUDS AS SHOWN 0,("". VERT INTO STUDS <br />(NOTED THUS:-) <br />J <br />v <br />M A <br />METAL LATH ATTACHIVIENT DETAIL <br />REV. 09.2,121 SCALE: 14"= T-0" <br />*DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7 1 LATH* <br />**ONLv APPLIES TO LENNAIR TPAIJA)(** <br />LATHING ACCESSORIES: <br />ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. <br />WOOD APPLICATION: 16 GA. x 1-1 /2" LONG (3/4"-1 " CROWN) STAPLES @ 6" O.C. <br />VERTICALLY/HORIZONITALLY INTO FRAMING MEMBERS. <br />MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ <br />6" O.C. VERTICALLY/HORIZONITALLY OR COMPATIBLE ADHESIVES, EXTERIOR <br />GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A <br />SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID <br />PORTION OF THE KEY ATTACHMENT FLANGE. <br />CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN <br />CONFORMANCE WITH C1 063. LATH SHALL NOT BE CONTINUOUS THROUGH <br />CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. <br />ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1 063 & <br />ASTIM C1861. <br />CORNER OF <br />HOME <br />GARAGE SIDE <br />101-011 <br />TANK -LESS W/H <br />STUB -OUT FOR -1 <br />0 <br />GAS METER <br />H C G <br />000 <br />b <br />C.1 -1 <br />J LO <br />0 <br />MEASUREMENTS ARE FROM FINISHED FLOOR <br />ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER <br />ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER <br />GAS CONNECTION DETAIL <br />"ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" <br />RAFTER SPAN TABLE <br />MEMBER SIZE AND SPACING <br />MAXIMUM LENGTH <br />MEMBER CONNECTIONS* <br />2" X 4-1 @ 16" O.C. <br />T-5" <br />(2) 16d TOENAILS <br />2" X 6" @ 16" O.C. <br />10'.8" <br />(2) 16d TOENAILS <br />2" X 8" @ 16" O.C. <br />13'-9" <br />(3) 16d TOENAILS <br />2" X 10" @ 16" 0. C. <br />161-5-1 <br />(1) SIMPSON HTS20 OR (3) 16d TOENAILS <br />2" X 12" @ 16" O.C. <br />19-4- <br />(1) SIMPSON HTS20 OR (4) 16d TOENAILS <br />2" X 41'@ 24" O.C. <br />6--1 <br />(2) 16d TOENAILS <br />2" X 6" @ 24" O.C. <br />F-6-1 <br />(2) 16d TOENAILS <br />2" X 8" @ 24" O.C. <br />(2) 16d TOENAILS <br />2" X 10" @ 24" O.C. <br />13'-0" <br />(3) 16d TOENAILS <br />2" X 12" @ 24" O.C. <br />1541 <br />(1) SIMPSON HTS20 OR (3) 16d TOENAILS <br />TOENAIL CONNECTIONS DE�IGNED FOR SHEAR ONLY' (i.e. RAFTER TO RIDGEBEAM). <br />SOUTHERN YELLOW PINE, 55 PSF LOADING <br />ROOF DIAPHRAGM NAILING SCHEDULE <br />RIDGE LINE <br />UIJ <br />. . . . . . . . . . . . . . . . . . . . . . . . . + <br />+ 4 . . . . . . . . . . . . . . . . . . . . . . . + + <br />. . . . . . . . . . . . . . . . . . . . . . . . . + <br />+ i . . . . . . . . . . . . . .. . . . . . . . . . . + + <br />+ + I + <br />+ 4 + + + <br />-01, (TYP.) <br />4'-0" +/ 4'-0" <br />+ + <br />+ + + 4 . . . . + + + <br />+ + + + + _� (Typ) <br />+ + <br />+ 4 +++--+++ \4 <br />+ + + + + 15/32" CDX <br />+ + + <br />< . . . . PLYWOOD OR <br />CJ + + + 4 + + + + + + + + + I + + + + + + + + + + + + + 7116" OSB <br />* . . . . . . . X4 + . . . . . . . . . . . . . + <br />+ 4 + + + + + + + . . . . . . . . . . . . . <br />* + .. -I.. + 4- 1 + + \+ + + + ++7++++ + + + + + <br />LINE <br />140 MPH (uIt)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE <br />8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & <br />4" O.C. @ GABLE END WALL OR GABLE TRUSS <br />8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE <br />0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER <br />RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER <br />16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH <br />0.280 INCH FULL ROUND HEAD DIAMETER <br />0.280 INCH FULL ROUND HEAD DIAMETER <br />2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH <br />NOTE: I- FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED <br />1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. <br />2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. <br />3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS <br />OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. <br />Backer and Filler Block Dimensions <br />BCIOJoist <br />Backer Block <br />Series <br />Thickness <br />Filler Block Thickness <br />3/4" or 7/8" <br />5000s 1.8/1.7 <br />wood panels <br />Two 3/4" wood panels or 2 x <br />1- 118" or two 1/2" <br />6000s 1.8/1.7 <br />wood panels <br />2 x + 5/8" or 3/4" wood panel <br />1- 1 /8" or two 1/2" <br />6500s 1.8/1.7 <br />wood panels <br />2 x - + 5/8" or 3/4" wood panel <br />1-1/8" or two 1/2" <br />602.0 <br />wood panels <br />2 x - + 5/8" or 3/4" wood panel <br />902.0 <br />2 x - lumber <br />Double 2 x - lumber <br />DOUBLE JOIST CONSTRUCTION <br />(Not required if both loaded equally from above) <br />Filler blocking <br />1/8" gap <br />FILL CELL <br />BOND BEAM STEP <br />#5 CONT. <br />FROM <br />FOUNDATION <br />TO HIGHEST <br />BOND BEAM <br />SCALE: N.T.S. <br />2nd FLOOR <br />INTERIOR/EXT WALL SEE <br />PLAN FOR MORE INFO <br />CONT. BASE PLATE <br />BEARING COLUMN <br />SEE PLAN FOR REQ'D <br />PLYWOOD FLOOR <br />COLUMN AND <br />SHEATHING PER PLAN <br />CONNECTION <br />TJI TO BE CUT TO ALLOW <br />4blockall <br />FOR BLOCKING/TJI <br />MASONRY WALL OR <br />INTERIOR BRG. WALL <br />TJI PER PLAN <br />OTHERWISE SOLID <br />BLOCKING TO MATCH <br /># OF 2nd FLOOR <br />Solid posts from <br />STUDS <br />above to bearing below. <br />SECTION INT. BRG. WALL <br />N.T,S. <br />1/8" min. Small 2" min. <br />2" gap <br />" <br />. 4 <br />max. <br />Clinch nails <br />when <br />possibi <br />e <br />1) Support back of web during nailing to prevent damage to <br />web -flange connection. <br />2) Block solid between joists for full length of span. Tight fit <br />3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. <br />4) Place joists together and nail from each side with 2 rows of 1 Od nails <br />2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. 16" 6- <br />OF-THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with side nailing. <br />- Hangers with sides not containing WEB STIFFENER <br />top flange of joist. <br />DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. <br />- Under 2nd floor column wl loads <br />N.T.S. hi <br />her thmn 1,;nnih <br />SQUASH BLOCKS AT INTERIOR <br />BEARING <br />Vertical load transfer =1 900 pif max along load bearing wall. <br />Load bearing wall must stack <br />*Non -stacking walls <br />0, <br />over squash=20 blocks and <br />require additional <br />wall or beam below.* <br />consideration. Check <br />local building <br />code for appropriate <br />Zor=20 <br />details in <br />One 1 Od box <br />areas=20 of high <br />sinker <br />lateral load. <br />nail each side <br />at bearing. <br />Squash block <br />(2x4 minimum) <br />Bearing wall, Versa -Lam L L or <br />Glulam Beam <br />NO HOLES (EXCEPT <br />KNOCKOUTS) ALLOWED <br />IN BEARING ZONES <br />DO NOT cut, notch <br />or drill flanges <br />Boise Joist Blocking <br />i jqpv, tind), nnilqnt A" n r <br />Od nails <br />Provide adequate bearing <br />for each lapped joist. <br />SECTION @ INT. BRG. WALL <br />N.T.S. <br />MINIMUM SPACING = 2x GREATEST <br />DIMENSION OF LARGEST HOLE <br />D KNOCKOUT EXEMPTS) <br />(see table below) D <br />1 LO <br />(see table below) <br />I 'K <br />0-i-0 <br />i <br />BLOCKING PANEL, INTERIOR <br />Vertical load transfer =1 900 pif max. along bearing wall <br />Required on interior walls : - for vertical load transfer <br />when load bearing - for lateral support when joists <br />meet over wall, or wall stacks directly over wall or <br />beam below Load bearing wall must stack over <br />blocking and wall or beam below.* <br />'a <br />'oc' <br />' <br />Web Stiffener Fastener Schedule <br />Joist Bearing ocation <br />------- F_ Intermediate <br />Series Depth End <br />BCI 5000so <br />9-1/2" <br />1 2-8d <br />2-8d <br />11-7/8" <br />2-8d <br />3-8d <br />14" <br />2-8d <br />5-8T_ <br />BCI 6000s& <br />BCI 6500so <br />9-1/2" <br />11-7/8" <br />2-8d <br />2-8d <br />2-8d <br />3-8d <br />14" <br />2-8d <br />5-8d <br />F-16" <br />2-8d <br />6-8d <br />BCI 60s8 <br />11-7/8" <br />2-8d <br />3-8d <br />14" <br />2-8d <br />5-8d <br />16" <br />2-8d <br />6-8d <br />BCI 90se <br />3-16d <br />3-16d <br />4- <br />5-16d <br />5-16d <br />16d <br />6-16d <br />SIMPS( <br />w/ (22) <br />NAILS 1 <br />5/8,10 <br />THRU <br />BOLT <br />SIMPSC <br />w/ (22) <br />NAILS 1 <br />R TRUSS <br />'OP PLATE <br />I.0 <br />TYPICAL SIMPSON MGT TO <br />BUILT-UP COLUMN DETAIL <br />TYPICAL SIMPSON LUS/HUS/HUC <br />INSTALLATION <br />TYPICAL SIMPSON HETA20 <br />Plumbing <br />HETAL20 INSTALLATION <br />1111L <br />Joist <br />When joists meet over wall, provide <br />13/4" minimum bearing for each. I -Joist can be offset <br />up to 3" to avoid <br />vertical plumbing <br />Whe <br />&1 <br />3 4 <br />3" max <br />JOISTS OFFSET <br />require additional consideration. <br />Use 1 OdxY nails at 6"o.c. for all joist <br />blocking panel *Non -stacking walls <br />CD <br />CD <br />t E <br />m N <br />1 <br />A %" ROUND HOLE MAY 6" 1 6" DO NOT CUT HOLES <br />BE CUT ANYWHERE IN <br />? CANTILEVER LARGER THAN 1)/2" <br />THE WEB. PROVIDE AT )UND IN <br />LEAST 3" OF CLEARANCE CANTILEVERS. <br />FROM OTHER HOLES <br />MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1)/2" <br />Round Hole Diameter (in) <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />a <br />8,875 <br />10 <br />11 <br />12 <br />13 <br />Rectangular Hole Side (in) <br />2 <br />3 <br />5 <br />6 <br />8 <br />9 <br />10 <br />Any 16" joist <br />Span (ft) <br />8 <br />V­0" <br />V-1" <br />1'-2" <br />V-2" <br />V-3- <br />V-3- <br />V-7" <br />V-1 1" <br />2'-4" <br />2�-9" <br />3'-2" <br />3-7 <br />12 <br />V-0" <br />V-1" <br />V-2" <br />1�-2" <br />V-3" <br />V-9" <br />2'4" <br />2- 11 " <br />3'-7" <br />4'-2" <br />4'-9" <br />5-4" <br />16 <br />V-0" <br />V-1" <br />1�-2" <br />V-2" <br />V-7" <br />2-5" <br />3'-2" <br />3�-10", <br />4'-9" <br />5'-7� <br />64" <br />7'-2� <br />20 <br />11 '-0- <br />1 �-1 <br />1 l-2"I <br />V-2- <br />12�-O- <br />13'-0- <br />14 -0" <br />4�-i 0- <br />5'-11" <br />6�-i 11" <br />7'-11"18�-1 <br />1 <br />24 Iv-0-jr-1-11 <br />'-2" <br />1 V-3" <br />12'-5" <br />13'-7� <br />9'-6" 11 <br />(T-T <br />1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. <br />2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. <br />3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. <br />THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF <br />A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. <br />5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE <br />4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS <br />MEMBER CONDITIONS. <br />6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF <br />THE LARGEST HOLE. <br />7.1)/2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. <br />8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER <br />UP OR DOWN. <br />9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS <br />PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE <br />POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. <br />HOLE CUTTING CHART <br />N.T.S. <br />N.T.S. <br />Backer block (12" wide min.) <br />Nail with 10- 1 Od nails. <br />�-�Install tight to -top flange. <br />JC <br />1-41- Filler block. <br />Nail with <br />\ 10-10d nails. <br />Backer block required where top <br />mount hanger load exceeds 250 lbs. <br />Install tight to top flange. <br />1/4%2" gap— <br />VY <br />;I Backer Block-,--' <br />"Top Mount" "Face Mount" <br />Backer block shall be tight Backer block shall be tight <br />to bottom of top flange with to top of bottom flange with <br />1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top <br />flange. flange. <br />Web stiffeners are not required when top required if hanger <br />flange is laterally supported by joist hanger. doesn't meet <br />height <br />Web stiffner as <br />requirements <br />0.6 X Joist <br />depth <br />D <br />4 <br />I -JOISTS BUCKETS <br />N.T.S. <br />MIN. EMBEDMENT <br />SCHEDULE FOR <br />=_ AND QUANTITY <br />)FFASTENERS <br />SIMPSON HETA20 HETAL20 <br />INSTALLATION `N MID SPAN <br />(0 <br />NOTE: <br />UPLIFT VALUE <br />IS BASED ON <br />S.P.F. <br />LOCATION OF <br />SECOND H10A <br />(WHEN <br />SIMPSON H10A <br />REQUIRED) <br />w/ (18) 1 Od x 1 1/2" <br />NAILS <br />UPLIFT= 1015# <br />10A <br />X 1 1/2' <br />Dl <br />TYPICAL SIMPSON H10A <br />INSTALLATION <br />TYPICAL SIMPSON MTS <br />HTS INSTALLATION <br />PLUMBING LINE <br />TOP (2) #5's x 4'-0" <br />CENTERED @ PIPE PVC OR SCH40 SLEEVE <br />A/C CHASE 4" PVC_ PENETRATION <br />SLEEVE THRU STEM 1, <br />WALL <br />_ 7,1 mrm . <br />T =1 <br />IIA I =11 '1 .1 U <br />L <br />= fi�E`i <br />ik <br />A <br />. 4 'd <br />A <br />T <br />FINISP GRADE <br />SLEEVE THRU STEM-/ <br />SEE PLAN FOR----' 9A <br />FOUNDATION INFO 4 <br />STEM FOUNDATION <br />F- GRADE <br />REINF. SEE PLAN <br />/-vutm/Aor_1+ rvu <br />SLEEVE THRU FOOTING <br />MONO FOUNDATION <br />TYP. FND. PENETRATIONS <br />SCALE: N.T.S. <br />15 <br />El <br />SEE FND. PLN. <br />SIZE & REINF. <br />01 <br />12" BELOW <br />GRADE <br />PIPE VERTICAL THRU FND. <br />EEVE <br />TOP (2) #5's x 4' 0" <br />CENTERED @ PI�E <br />r- PLUMBING LINE <br />PENETRATION <br />------------- ----------- <br />- --------- -- ------------- <br />A <br />SEE FIND. PLN. <br />SIZE & REINF. <br />01 <br />PIPE PERPENDICULAR TO FND. <br />Oil <br />TOP (2) #5's x 4'- PVC OR SCH40 SLEEVE <br />CENTERED @ PIPE <br />PENETRATION PLUMBING LINE <br />11 .. i, / I I El�=ffl�ff 1! f=� !1 Eli <br />A / =1 11-11` <br />J= <br />SEE FND. PLN. <br />SIZE & REINF. <br />IN <br />0 <br />Z! <br />zt <br />n� <br />N� <br />LO <br />00 <br />LO <br />&L <br />z <br />Ld <br />Ld <br />z <br />0 a) LO E <br />> C 0 <br />-= 'o q 8 <br />C) M �! 6 <br />M 00 <br />V) <br />4— C3 � a M <br />co U <br />0 -0— 0 'M <br />E - = <br />C <br />C 0 U <br />if: 8 8 0< <br />r� 0 <br />= U 10 < <br />.2) <br />0 u Lu 6 _: * <br />0- C <br />00 C0 <br />E <br />0 �O <br />C3 CL 'a <br />W W <br />of 0 W <br />uJ C6 W 0 <br />W" W _J wm�_o <br />W �-:< X2_J xg�ezw z <br />02 < < < LL 0 0 0 0 <br />X=)—, 0 �: 0� LL <br />0 <br />0 P: <br />U) <br /><0X_JW 0 <br />:D X 0Z20 F- <br />0U)0X9z0,0,E00M2z 0 <br />z <br />0 00 <br />U) 0 z <br />Co LU W D — <br />EL > Cn w W W U5 X of < 0 _J <br />Z LL <br />_J CD IL Z a OW00aa- <br />_J < < 0 W K Lu z <br />Uj — M 0 <br />LL <br />W 53 0 < <br />0 Z g < <br />0 W <br />< �< <br />U_ 0 U_ <br />C) <br />C:) <br />z CN <br />LIJ <br />U—) Z) <br />> Cf) a <br />(0 C:) <br />�.: co C) <br />CIO r*-- <br />qql <br />LL <br />a) r__ <br />z <br />U, <� Lo <br />11� 0- cyi <br />V­ <br />00 <br />< >- < <br />Z 0 1.- <br />z 3: <br />LU <br />_J 0 <br />0 <br />(0 <br />0) <br />C) <br />C, <br />IN <br />0 <br />IN <br />C) <br />IN <br />C) <br />C,14 <br />0 <br />Q <br />C) <br />Q14 <br />CD <br />CQ <br />1� <br />Q <br />— <br />M <br />M <br />C,14 <br />C) <br />W <br />CI <br />—0) <br />CD. <br />N <br />a <br />z <br />0 <br />Lo <br />LU <br />> <br />CD4 <br />cl� <br />a <br />M <br />CD <br />q: <br />LO <br />I <br />I <br />I <br />co <br />>_ <br />Z F- <br />< Z <br />LU <br />C) 4_0 <br />LU <br />z <br />azz <br />6­0 <br />0 <br />LU 00 <br />0 <br />LO M <br />0 <br />=) z 5; <br />0 LLJ <br />or< <br />-0 <br />z <br />Ir - <br />T--- < <br />7­4 <br />W z>- 2 <br />of �< <br />UJI.- <br />Ln <br />X <br />LUX: <br />Co L_ UJ <br />Ln <br />(D <br />�- I_ 2 <br />01� <br />0-,0 <br />Z62: <br />LIJ <br />CL <br />>-:r Cn <br /><I.-:D <br />2 § Z. <br />00 <br />0 <br />za�o <br />< <br />0� <br />:5 W U_ <br />Z <br />z <br />z <br />a <br />U) z <br />- < <br />0 <br />< <br />00 <br />z <br />SN1 <br />z <br />z <br />LU <br />UJ <br />_J <br />rl- <br />0 <br />> 0 <br />LAST PLOT DATE <br />z 0 <br />� J <br />STRUCTURAL <br />DETAILS <br />