My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
36458 Garden Wall Way
Zephyrhills
>
Building Department
>
Building Plans
>
36458 Garden Wall Way
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/4/2025 9:47:58 AM
Creation date
2/19/2025 2:24:18 PM
Metadata
Fields
Template:
Building Plans
Street #
36458
Location
Garden Wall Way
Contractor
Lennar Homes LLC
Building Plans - Permit #
Unknown
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
33
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
3 <br />_ <br />W <br />t <br />M <br />CO <br />i <br />_ <br />M <br />11) <br />Cn <br />CT <br />O <br />7t <br />0 <br />J <br />Cn <br />0 <br />A <br />Cn <br />0 <br />3 <br />a <br />N <br />O <br />C <br />0 <br />`o <br />C <br />J <br />y <br />ti <br />In <br />O <br />U <br />0 <br />c0 <br />U <br />0 <br />i <br />O <br />0 <br />U <br />J <br />LZ <br />N <br />0 <br />0 <br />00 <br />0 <br />CV <br />CV <br />0 <br />0 <br />0 <br />Q <br />m <br />v <br />N <br />ROOF FLASHING AND ROOF FLASHING <br />COMPONENTS TO BE IN ACCORDANCE <br />w/ R903.2, FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL <br />12 <br />(TY <br />P.) VARIES <br />INSU <br />2x #2 SPF STUDS - <br />@16" O.C. W/ (2) <br />16d TOENAILS T & B <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />1 Y-0" (R302.11) <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />PRE ENGINEERED WOOD APPLICABLE. <br />TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & <br />HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE <br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r <br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH <br />MOISTURE BARRIER ° e <br />SHINGLE ROOF, SHINGLES TO a e <br />BE IN ACCORDANCE w/ ASTM =III=III=III=1 m I 1=III-III=III= � ° <br />=1 I I -III -III I I I I 7. I -III -I i 1=' <br />D7158-CLASS G or H, or ASTM I I=1 11=1 I I=III=I ° • I E <br />D3161-CLASS F, IN — <br />ACCORDANCE w/ TABLE "—III=I 1=III=1 I=1 I=I I=I I �I <br />R905.2.6.1, FLORIDA BUILDING <br />CODE 7TH EDITION (2020) 8 -I I II II 11 i I I I I i I I Ili <br />RESIDENTIAL <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G <br />ELEV, VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 <br />5/8" OR 1/2" HIGHS <br />ALUMINUM DRIP <br />STRENGTH CEILING <br />EDGE <br />BOARD PER CODE (OR 5/8" <br />ALUMINUM FASCIA <br />GYP. TYPE "X" @ GARAGE <br />\12'N.O. <br />W/A HABITABLE ROOM <br />2x SUB FASCIA <br />ABOVE) W/DRYWALL <br />EE STRUCTURAL <br />SCREWS @ 7" O.C. <br />SOFFIT SHEET SS <br />CEILING & 8" O.C. WALLS <br />8"x8"X16" KNOCK -OUT <br />INSULATION PER <br />BLOCK W/ 1#5 CONT. <br />CHART ON FLOOR <br />FILLED SOLID W/GROUT <br />PLAN <br />1x2 P.T. HORIZONTAL <br />NAILER <br />8" C.M.U. TYPICAL <br />STD. 90-HOOK (SEE DETAIL) <br />TYPE "S" MORTAR <br />ARCHITECTURAL <br />FINISH <br />1x2 PT WD FURRING @ 24" O.C. <br />1/2" GYPSUM WALLBOARD <br />U.N.O. <br />(1) #5 VERT. IN FILL <br />CELLS (SEE <br />FOUNDATION PLAN <br />FOR LOCATIONS) <br />1x4 P.T. BASE NAILER <br />4"x4" INSPECTION <br />3 1/4" BASEBOARD <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB <br />M <br />AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER <br />U) <br />TO CUT BLOCK OR POUR <br />MUNICIPALITY,ILLI <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 <br />a <br />NOTE;EXTEND <br />W1.4XW1.4 WWF OR <br />- <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />c <br />�' <br />CN <br />' <br />N °° <br />' Z <br />00 <br />°f <br />I I- <br />00 <br />6 MIL VAPORI <br />D <br />I <br />I=1 <br />= Z_ <br />BARRIER <br />I <br />1 <br />, p �r 4 <br />1111 <br />II <br />I <br />D •— <br />III= <br />r <br />COMP. SOIL. <br />I I I) <br />(COMPACTED TO 95% <br />=11 <br />-1 I =III=III <br />11= <br />MODIFIED PROCTOR <br />III 1T=1T[—I <br />I <br />I I I <br />ASTM D1557) <br />3„ MIN. <br />CLR. <br />(2) #5 REBAR CONT. <br />ON 3" CHAIRS TYP. <br />1'-4" (1 STORY) <br />STD. 90 HOOK (SEE <br />U.N.O. <br />4„ <br />1'-8" (2 STORY) <br />DETAIL) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" = 1'-0" <br />S3 <br />OPT: DEPRESS SLAB 5 2" <br />DEEP AND 6" BEYOND - <br />DOOR TO RECEIVE <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB <br />PAVERS <br />BLOCK WALL BEYOND <br />14" <br />O.H.D. RECESS z <br />Cl) <br />," y III=111- <br />° 4" <br />d <br />, I , <br />�'.i I I m <br />.IEZ <br />SEE A/S3 OR J/S6 —`_I! I I I I II 1 I I i I„ I I, 111 <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STOR) ') <br />GARAGE DOOR SLAB RECESS J.1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />GARAGE SLAB AT STEP <br />SCALE: 3/4"=V-0" <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH � TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />(U.N.O.) (OR %$' GYP. TYPE "X' @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS a „ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR GYP. TYPE X @ EACH END (WHEN PARALLEL) <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. <br />TOP PLATE S.P.F. DOUBLE <br />SIMPSON SP2 w/ TOP PLATE <br />(12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. <br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS <br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1Y-0" (R302.11) 2-0/16" PLATE WASHER (TYP.) — NOT EXCEEDING 10'-0" (R302.11) <br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" <br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN <br />3/8" MORTAR BETWEEN 4" O.C. @BOUNDARIES, 6" O.C. @ @ 24" O.C.) <br />EDGES, AND @ 12" O.C. @ FIELD <br />SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" <br />5/8"' x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS <br />2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND <br />ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE <br />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 <br />@ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH <br />ELEV. -0'-3 1/2" Z �3 1/2" MIN. r31/2"MIN. <br />A.F.F. p <br />CD M=1 11-1 I I- 131/2"(min.)- 4" b _ 1 <br />CN <br />- - - ° - 1-1 I 1=1_TI- <br />3 1/2"(min. - 4" 1 I � 1=111 ' • =1T_1 111-T I- 31/2"(min.) - 4" <br />I-11- I I. _ <br />IIII=11 111=IT_I 11=1 f1 1T -1T1-f I I 11 I -I 1=11 I -I 1 I I 1 I -I 11 f' <br />'II — -11 ;,llllll�lll,;,ll ;III-'' <br />(2) #5 CONT. 4„ 1'-4" 8, (2) #5 CONT. 4' 4' 8 <br />U.N.O. MIN. U.N.O. MIN. <br />TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEP('CC <br />"SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 <br />PGS <br />M <br />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" O/C <br />LOAD BEARING OR <br />INSULATION PER FBC AND ENERGY <br />EXTERIOR WALL <br />8" C.M.U. <br />FORM SUBMITTED WITH PERMIT <br />1"x P.T. STUD <br />2x BLOCKING HORIZONTALLY@ <br />APPLICATION <br />NOTE <br />SEE SECTION C/S3 FOR <br />#5 VERT. IN FILLED CELL <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302.11) <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />ADDITIONAL INFORMATION <br />SEE CC/S3 OR <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />G/S3 FOR ANCHOR <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, <br />CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL <br />SIMPSON SP1 w/ (10) <br />BOLT INFO. <br />5/8"x6" J' BOLTS BOLT <br />5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" <br />3RD LAYER 1/8" THICK. <br />K.O. BLOCK <br />10d NAILS <br />( IF NO UP LIFT ON <br />@ 24" O.C. VERT. OR <br />PLATE WASHER TYPICAL <br />2x P.T. PLATE <br />WALL SEE GG/S3) <br />5/8" x 6" EPDXY BOLT OR <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />*SIMPSON SP1 <br />(6)1/4"x3 1/4" TAPCONS <br />6 x 6 W1.4 x W1.4 WWF OR <br />2X PT PLATE <br />20" MIN. LAP [24" MIN. LAP] <br />#5 REINFORCING <br />SPACE ANCHOR <br />SPACED EVENLY <br />FIBERMESH <br />BAR a <br />BOLTS 6" MAX FROM <br />w/ (10) 10d NAILS <br />- <br />"' <br />2x P.T. PLATE <br />WEEP SCREED INSTALLED <br />w <br />END OF 2" x PLATE <br />TYP <br />_ <br />ASSUMED FINISHED <br />GRADE <br />c <br />° ° <br />�, <br />PER MFR INSTRUCTIONS <br />z <br />o <br />#3 OR #4 REINFORCING BAR <br />GRADE 40 MIN. Fy= 40ksi a <br />#3 & #4 LAP SPLICE <br />° <br />a <br />° D <br />— <br />[GRADE 60 MIN Fy= 60ksi] U <br />to <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'-0" (R302,11) <br />1/2" GYP. WB (MIN.) @ GARAGE <br />SIDE IF APPLICABLE. <br />5/8"DIA. EXPANSION BOLT @24 " <br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR <br />3500#, MIN. TENSION 2600#) <br />6x6W1.4xW1.4 N _ <br />WWF OR FIBERMESH <br />e FINISH GRADE °O <br />MONO OR STEMWALL 25" MIN. LAP [30" MIN. LAP] g I=1 I I -III —III D <br />FOOTING MONO SHOWN —T=I —III - W I I �I I=111 I I=I_ ° , • I ( I=I I=I <br />FOR CLARITY °O 6 MIL VAPOR BARRIER -III III ° ° I I=III=1 11=I 1=_ O° <br />1=III I I Ell 1=-�=III-III #5 REINFORCING BAR R 17/$ `� I I- I f1i=1T1=III I I=I 11 11=�-1 <br />( I I I I ° I II I II I II I ITI 11 I I� T T #5 LAP SPLICE -' I I .11111T11 I II I II I I I II I I I_TI= <br />NOTE: <br />_ . _'- COMP. SOIL. (COMPACTED TO — 1 ° _ <br />FOR BEARING WALL i � I' � � � _� � i I ; , , <br />W/ UPLIFT ONLY = 95% MODIFIED PROCTOR ASTM <br />-d D1557) If1 IIII�II�II�II�II�IIIII�Ir� III- <br />- - 4" 1-4„ <br />AL T C.M.U. WALL CONNECTIONTIN FRAME WALL 0 rD�TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />3 1/2" WWF OR FIBERMESH <br />min.) 4" <br />GRADE <br />00 <br />_---_-_- <br />- <br />-(1) #5 REBAR w/ OPT. <br />' I —III —III —III— 11= 11=1 11= 11=S.QREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=1'-0" fillS3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />13" <br />O.H.D. RECESS <br />(V <br />Cl) <br />Cl)CN <br />-11lillliT. d.. - i -60 <br />SEE A/S3 OR J/S6 =1 I II I II I I„I I <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />V-4" (1 STORY) <br />V-8" (2 STORY) <br />GARAGE DOOR SLAB RECESS J <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />P.T. 2x 1/2" GYP. BD. <br />HOLD GYP. BD. <br />2'� 1/2" FROM SLAB <br />0'-0" J CONT. BEAD SEALANT <br />- ¢ INTERIOR <br />4. ° -3 1/2" <br />�. <br />° ,.. <br />e <br />CONCRETE NAILS W 1 1/2' <br />EMBEDMENT @ 12" O.C. <br />STAGGERED, FROM BOTTOM <br />PLATE TO CONCRETE <br />(MIN. SHEAR 180# MIN. <br />TENSION 120#) CONCRETE SLAB <br />C <br />W i <br />M 6 MIL VAPOR _ <br />BARRIER 1L JZ /I -1 <br />I��I-Ijj I�T�'ITIT=1 I i- <br />' I I I I I I I I I� I <br />4" 4" <br />INTERIOR WALL SLAB STEP NON—BRG. K <br />SCALE:3/4"=V-0" S3 <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />(2) #5 CUNT. - T <br />36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS <br />(TYP.) 8" 1'-4" 8" <br />� o" <br />#6 REINFORCING BAR #5 STD. 90 HOOK <br />#6 LAP SPLICE TYPICAL INTERIOR BEARING <br />REBAR DETAILS rF WALL w/ UPLIFT rG <br />SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 <br />VARIES <br />SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 <br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.0.) WWF OR FIBERMESH <br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS <br />AT 24" O.C. MAX. CONNECTION INFO ��; ° —� <br />SEE PLAN FOR &LAYOUT DESIGN <br />TOP OF BEAM - - <br />SEE ROOF PLAN — _ _ —° ° ' ' ° a ° I II 1, I 1 M <br />(2) HTS20 FOR STRUCTURAL r I, ,�1T=rI <br />BEAM SIZE & <br />j CONNECTION INFO M I I ° •. 11- <br />III= <br />2x4 #2 SYP P.T. FRAMING w/ <br />W PATE -III ,I I III=1 11 <br />a ins' MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 �_ I — 811 <br />O.S.B. Z ATTACHED PER NAILING FOR REINF. INFO. <br />w SCHEDULE OPTION #-I <br />COLUMN LOCATION ¢ > SEE TYP. WALL SECTION FOR ADDITIONAL <br />J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. <br />w COLUMN SIZE AND BASE <br />o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM <br />SCALE:3/4"=V-0" �,S3 <br />2X STUDS @ 24" O.C. U.N.O. <br />SECURE 2x4 P.T. BTM. PLATE <br />SEE DETAIL 16/D1 FOR <br />w/ 1/4"x3" TAPCONS <br />MASONRY WALL AND <br />GARAGE <br />COLUMN TO PORCH SILL <br />AT 8" O.C. <br />PAD FOOTING <br />ATTACHMENTS & 18/D1 <br />1/2" GYPSUM WALLBOARD U.N.O. <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />8" MASONRY WALL <br />ATTACHMENTS <br />EXTEND FILL CELLS <br />W/ DR SCREWS @ 8"O.C. <br />TO FOUNDATION PAD <br />_ <br />INSULATION PER CHART <br />Z <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING. <br />ON FLOOR PLAN <br />w <br />SIZE VARIES PER PLAN <br />c7 <br />CONT. BEAD SEALANT <br />> <br />w/ MIN. (2) #5 VERTICALS <br />ao Z <br />GRADE <br />E _ <br />> <br />� <br />FILLED SOLID SEE PLAN FOR <br />. _. <br />- 6 x 6 W1.4 x W1.4 <br />`j' <br />Uj <br />SIZE AND REINFORCEMENT) <br />0 � <br />� <br />� • -� ' �'_- � � <br />T WWF OR FIBELU <br />RMESH �, <br />0'-0" FIN, FLR.�7 <br />� <br />BRICK PAVERS or SLAB PER <br />COMMUNITY SPECS <br />a w o <br />p o _ <br />LL <br />- -_ - 0 <br />- • • • _ - z <br />I � l -i - I' <br />lip FOOTING <br />I� I = BEYOND <br />PAD REINFORCEMENT 3" MIN. CLEARANCE <br />SEE SCHEDULE <br />FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL N <br />SCALE: N.T.S. S3 <br />cei <br />ca <br />cr <br />c®a <br />® <br />::I- W <br />O <br />v <br />an o <br />N <br />C C0 Cj14- <br />Vf y C� t0 <br />CD <br />d <br />j E C <br />d u..Q <br />s 3 � <br />L <br />�dd.a <br />R <br />V1 O- <br />E <br />R O <br />a v <br />v <br />- <br />`E14 4 ditlE, <br />`���e�r�it:gbi <br />wi6` S w �x:l q <br />r:' f P `�v <br />CAJ <br />o <br />a,. • 20 <br />c� <br />.2 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />N <br />3; <br />0 W a) N r <br />C? <br />H �^,� <br />ei HV � LL <br />M <br />a =� w <br />��i d <br />O _ w <br />'� N p O O <br />O <br />W U °�' °' m <br />IL ILz 2 m z° <br />N <br />Z O U U <br />W ❑ ❑ <br />CDCM1 a2 <br />z N M <br />o <br />z � N <br />Q <br />Q o Q <br />M <br />V) z <br />�o <br />- <br />w � <br />O <br />N v y <br />N = .) <br />U <br />l4 0 <br />NO <br />N <br />`14I U o N <br />C�_, co Y <br />—® <br />o <br />N m <br />r— <br />o <br />Cfl <br />J <br />w <br />M <br />M <br />U_ <br />m <br />ZO <br />Z <br />Z <br />4 <br />W <br />Q E <br />E OV <br />zo <br />Wo <br />Z <br />�� <br />oa <br />z <br />,U <br />O E <br />CD <br />x <br />&` <br />"p <br />z <br />0O <br />0 <br />o� <br />d= <br />CV <br />wo <br />o <br />¢w <br />m� <br />� <br />o <br />- <br />C) J <br />w <br />3 <br />` <br />oa <br />ZZ <br />go <br />d <br />U <br />0 <br />�o <br />=F <br />aE <br />Y <br />_ 3 <br />�'0 <br />O <br />co <br />u <br />z a <br />a <br />ao <br />O <br />O <br />= <br />> Ln <br />O <br />"h <br />m <br />0 <br />(� <br />r <br />0 <br />CN <br />L O <br />'� N <br />CD <br />00 O <br />L n <br />r <br />Q <br />_ r- <br />ui <br />M N <br />o <br />Z <br />co <br />j N <br />Z <br />E r <br />Il <br />U Q <br />JOB <br />NO: 22-09402 <br />SCALE : AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />r <br />arri rt F ak_ <br />
The URL can be used to link to this page
Your browser does not support the video tag.