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HomeMy WebLinkAboutNorthside Christian Churchi 4 I11'-llzAll 12 8 2'-211 3'-111 13'-9" 1'-l" 12'-611 I'-�" STORAGE BENCH E! N 2'-62'-4" 11 2'-4'% DRESS _ ROV m� IoXlo-1w N ! � II 31-ill �* Q 4 � 0,1111 IF — N ---------------- - N I a"� m� fi la yiv.p DRESS G OOM — 2 -r0 2-4 2 -4 101A BENCH BENCH 14'-10" RAISED STAGE STAINED GLASS I'dir Iw I4X14-.Iw 410a �M 40o CFrv, ll� 4n t-I1 1011�b 3'-8" REMOv'ABLE (A SECTION OF STEP^ STAINED GLASS STAINED GLASS 9 e�Ene-h tIl 26'-11" 14 A1Sq•-I W �OIE'A 4h~ R oil ll i4d1�!-IW 4.00 CGM T�TrTT STAINED GLASS I �o� wo'3'ia _Mtfi ,zm Al R, aonuo grs;Jls tiPgl� �N 3'-O" WALLS -all 61 -V ^II � Q o STAINED GLASS STA NED . 12'-811 �I'-"f' 12'-1111 112'-011 6'-0'1 16'-Illsll (o0(08 EGRESS— 10 MENS '� ROOM t� 9'4" FLAT W/F 1 • �FM t+l 4'-O" HANDICAP STALL j 3'-On ' 1 I 17.x Ia-!41+, '..� Doe pEr ENT r HALL Olt 914" FLAT''!` QT tV N 163 laxla-aw Lu a � - Sid >zh, ra Art Sall xxtoo high wAI{ I � 8'-611 wn a tr — lax/a-4W F- CFM � LU CV Q � Q � Q 0 tlJ Ul uj 3'-O" HANDICAP STALL - 30ro8 4'-0" � m = 1 IaXla-4�41- n J a.�o �%1 8nyl - -dl i0 ! LADIES 9 4 FLAT an FA I[l�Rilt'"� nxa�'•« ri H! THESE PIANS ND AL PROPOSE CORRE( f ARE SUBJEC FIE p INSPECSO� REQUIRED LESS RY IN ORE s MAY BEN 'COMPLYWIi AV1• PPUCABL' REVISION BY to ou a o to Orr NLL O C ' OD O E ri ri u i v v i N N VJa m Z C7 o i od w a° 0 In <w 0 � ` = r O F-'-1 CQ 0 Q _, iFIG T r UHD V 1 i�✓y�YCi 1-�( i -j ION StH� ~ I i P-OT DATE: O6-24-O5 .. DRAWN DATE 04-21-05 SCALE 1/419=19 UNLCSS NOTCC OTIICIWI5: S .ET ,IOR. N0. I 491 � BY OTHERS LIMITS OF UTILITIES BY OTHERS AUTHORITY INSTALLATION ACIXEIEW:10A 12" SPOOL 90' FLANGE/ 90' FLANGE/ FLANGE ELBOW -� -_ FLANGE ELBOW FINISHED GRADE SERD.VICE I. SECTION A -A PIPE .LDS ES 1 LANAPING IS REQUIRED PER CITY OF FORT PIERCE OR ST. LUCIE COUNTY ORDINANCE. 2. ASSEMBLY TO BE 29" FROM FINISH GRADE TO CENTERLINE OF THE FLANGED 90' BEND. 29 BACKFLOW PREVENTER SIZE SERVICE LENGTH 6X 1-1 2 FIRE FLOW 122 INCHES BX2 FIRE FLOW 132 INCHES tOX2 FIRE FLOW 150 INCHES BA^KFLOW PREVENTER ASSEMBLY -FIRE SERVICE (N.T.S.) LOT 10 BLOCK 62 I x9° N89'03'00 E 280.00' 30.00'_ ,- xW x 24.216?' o 02' gg LtETAL PO L' 77(( 55 HE. wpOD FRAME STORAGE SHED ALUM. g �x oo m m o I 8 e wOOp LIGHT APO STRUCTURE TO REMAIN U FOR STORAGE ONLY LI WOOD HIT Y 'rANCHOR T 5�.0 (NO WATER OR SEWER 2x SERVICED PROPOSED) p�yE P POLE 1. 52. y`� D S�t REEm F N CLEANOUT 80PVC CLEANOUT 49.99' b fR pS�TEO WOOD Y 9 ESIDENCE N 69 0 x_ x- x x l 37.51' 60 METAL FF ST FFE�9 N x _- 110..911, 96x 52.1 x x FENCE CORNERLINT( 0' 0' x r gEE WA7E ICKP r 19.12' LTC, t WOOD POLE x CONIC 4 CC yy�E I FO)SRED CONC ax �. ex gg STORAGE SHED x I J _ L-x--x,x x x I N J I,����� WOOD POLE io I 1 I I PROPOSED PANEL LOCATION PER CODE Z^ MOUNTED TO BLDG. FORT PIERCE UTILITIES AUTHORITYWASTEWATER CONSTRUCTION NOTES o 1 1 1 1 I 75 rr v PTV I- i. ALL CONSTRUCTION MATERIAL, INSTALLA77ON AND TESTING SHALL CONFORM TO THE STANDARD un 1 I UPON FINAL ERTIFICATIONI 1 6EA4EASC-FEW SPECIFICATIONS OF THE FORT PIERCE UTILITIES AUTHORITY. I I CONNECT TO 1EXISTI G STUB -OUT/ I O INSTALLED 2. GRAVITY SEWER MAIN SHALL BE POLYVINYL CHLORIDE SOR-55, GREEN OR WHITE IN COLOR, I I NOT INSTALLED u ENT CO GRAVITY SEWER MAIN SHALL HAVE THHN WiR£ k LOCATOR TAPE WITH "SEWER" MARKED ON TAPE I : 1 i9 A 1 ,, 8 1 STORY PROP SED •� 1 '0 AND SHALL CONFORM TO ASTM D-3034. a' ADDITION TO EXI TING to {' g 3 I I 1 I CBS RESIDEN 3. THE MANHOLE BASE SHALL BE SET ON A FIRM, DRY AND STABLE OR rn C!1 I 1 I I ALUM. SHED COMPACTED BASE FOUNDATION. IF NECESSARY, THE CONTRACTOR SHALL UTILIZE ROCK TO PROVIDE 0 n O I I I NOT FIST 6x ITeYBE t iocPn o A FIRM AND SUITABLE MANHOLE BASE FOUNDATION. O 4. WASTEWATER LINES SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH FPUA DESIGN I 1 1 AND CONSTRUCTION STANDARDS. THE CONTRACTOR SHALL SUBMIT CERTIFIED DENSITY TESTS AS i I I 144.79 I I I i E n2.00 . REQUIRED BY FPUA ENGINEERING AND THE CITY ENGINEERING DEPARTMENT. IN CASES WHERE PAVED I m CC _ 20.to' AREAS FALL WITHIN THE JURISDIC77ON OF LOCAL OR STATE AGENCIES, THE COMPACTION REQUIRE- N, I I 23.85 N 3' 1 .5' YANG UA MEN.TS SHALL NOT BE LESS THEN THE MINIMUM REQUIRED BY THE APPROPRIATE RESPONSIBLE I 4. I I I I ANCNCY CoyEREED '� r+c el STING 5T UCCn1RES ON CONIC OAS TANK 0 AGENCY. > PATIO TO BE EMOVED BE RELOCATED 5. A 1R MINIMUM SLOPE SHALL BE MAINTAINED ON ALL SANITARY SERVICE LATERALS. = > 1 I I I WOOD a tl000 6. THE CONTRACTOR SHALL FURNISH RECORD DRAWING INFORMATION TO THE ENGINEER CONSIST TING I 1 'm OF PIPE SIZES, LOCATION OF SERVICE TEE WYES, DIAMETER OF SERVICES, LOCATION OF Z I I g _ BBuliSlr�+ nPoo°RmoN BE bEP�i M PROPOSE D FIRE g `V ANY FITTINGS, FINAL RIM AND INVERT ELEVA77ON OF ALL MANHOLES AND ANY OTHER PERTINENT A C I I I I INFORMA7ION NECESSARY TO LOCATE ITEMS CONSTRUCTED UNDER THIS PROJECT. 0 m 7. MAINTAIN 10 FEET HORIZONTAL DISTANCE BETWEEN WATER MAINS AND SEWER MAINS AS A MINIMUM. o ,TII I I I CBS FSTORY RESIDENCE 8. WASTEWATER FORCE MAINS, WASTEWATER COLLECTION LINES, AND STORM SEWERS SHOULD CROSS I 9\I 1 I I NOT METALED NOT IINST� UNDER WATER MAINS WHENEVER POSSIBLE. A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN F THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE SHALL BE PROVIDED WHENEVER I 1aa.s7' POSSIBLE. WHERE THIS MINIMUM SEPARATION CANNOT BE MAINTAINED, THE CROSSING SHALL BE 1 1 S 9? SO' COVERED CONIC WALK ARRANGED SO THAT THE WASTEWATER PIPE JOINTS AND THE WATER PIPE JOINTS ARE EQUIDISTANCE s I 36.00' FROM THE POINT OF CROSSING, AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUC17LE IRON PIPE CLEANOUT (DIP) AT THE CROSSING. SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM 1 I I TOF,mo.61 1'!' SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES I 1 90,I I I 3 'mu MUST BE MAINTAINED AT ALL CROSSINGS. I I I I " x 9. A PRE -CONSTRUCTION CONFERENCE BETWEEN THE ENGINEER, THE CONTRACTOR, AND FPUA/CITY I 1 I I CLEANOUT - COUNTY/FDOT SHALL BE MANDATORY PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1 ( I I TOF.m9.66 Ei 10. NO FIELD CHANGES OR DEVIATIONS FORM THE DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL I I I I coORS SS FPUA/CITY/COUNTY/FDOT ENGINEER, 1 I W 11. TRAFFIC CONTROL, BARRICADES, ETC. SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT I I E SEP 0 : Uzi coo OF TRANSPORTATION STANDARDS. I I I I UPON FINAL $ cO " 12. CONTRACTOR SHALL N077FY FORT PIERCE U71LI77ES AUTHORITY 48 HOURS PRIOR TO I I I O�rn ^ COMMMENCING CONSTRUCTION. CERTIFICATION CONNECT �w II o I I I TO EXISTING STUB -OUT 13. WASTEWATER FORCE MAIN SHALL BE POLYVINYL CHLORIDE CONFORMING TO AWWA C-900, B8� I I WOOD LPHT LE 8.0' CO AND SHALL BE CLASS 150, DR-18. I m COVERED CONIC WALK (J 70.40' 14. WASTEWATER FORCE MAIN SHALL BE GREEN IN COLOR OR WHITE IN COLOR, WASTEWATER I I NU FORCE MAIN SHALL HAVE THHN WIRE & LOCATOR TAPE WITH "SEWER" MARKED ON TAPE. I jB9 1 o OF THE PIPE 15. FITTINGS SHALL BE CAST OR DUCTILE IRON, CONFORMING TO AWWA C-110 I 1 \ / \ 46 S AND ANSI A21.17, CLASS 250 MINIMUM, CEMENT LINED, AND SEAL COATED. I / .'�, CBS B FFEES9D 3 RESIDENCE 16. WASTEWATER FORCE MAIN SHALL BE MARKED BY THE USE OF CONTINUOUS 12 GAUGE THHN - -� a° WIRE (GREEN IN COLOR PERMANENTLY ATTACHED TO THE TOP OF THE FORCE MAIN WITH LOCATOR I TAPE MARKED "SEWER ON TAPE IN ACCORDANCE WITH FPUA SPECIFTCA770NS. 1 6.15' IT MINIMUM COVER SHALL BE 36 INCHES, PIPES WITH COVER LESS THAN 30 INCHES SHALL 1 143.48' 1tz.as REQUIRE PRIOR APPROVAL OF THE U77LITES ENGINEER AND SHALL BE CONSTRUCTED OF DUCTILE n L.P. GAS TANKO O6r6w, y. *B IRON PIPE. 0 I -; - - - # OL LIGHT ON CONC BLOCK " y. PRAPAR 9-2 GATE VALVE & 16, EACH SERVICE LATERAL WILL BE MARKED WITH A LOCATOR BALL AS MANUFACTURED BY I 2z I i +10.00 ASSUMED ti 2 CH CK VALVE PER F.P.U.A. >. 3M CORPORATION, OR APPROVED EQUAL AS REQUIRED BY FPUA ENGINEER. zo 1 / / SITE BENCHMARK ANCHOR �0 4"X4" META}I SPECIFICATIONS 19. ALL MANHOLES SHALL HAVE SEWER RAIN GUARDS INSTALLED AS REQUIRED BY FPUA ENGINEER. sw SET NAIL IN POWER POLE PO ER w SIGN Fos mX ' a / y 20. THE CONTRACTOR SHALL COMPLY WITH THE FLORIDA TRENCH SAFETY ACT REQUIREMENTS. 30_00_�`'1 s ro x 0x s' a9 89'03'0 "W 0.00 e x - P� k9ti e�,c C - -- - -� - - e*+- - - - - eu�M- - _ _ _ 0'L _ 1.,1 / - - WM - � - 1-F-ABWALL --x - - - -'� - - - x y p . ---- -WM�-WM y %� 9' ST. LUCIE BOUILEVARD y 9 961 e o a6 9ye 9y 60' R/W =20' ASPHALT ROAD TINZ; 96`x x e6x 9� WATER MAIN FPUA II 18" RCP A' FM------FM------FM-- i --FM--�---FM------FM--I�- EXISTING 6" PVC UNDE �E LEGAL DESCRIPTION: PRESUMMED SOUTH FORCE MAIN FPUA - " LOTS 1 THROUGH 9, INCLUSIVE, AND LOTS 28 THROUGH 36, INCLUSIVE, ALL IN BLOCK 62 OF SAN LUCIE R W LINE ,,, PLAZA SUBDIVISION UNIT ONE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 5 , PAGE 57, -*9 PIK+ SAINT LUCIE COUNTY, FLORIDA 2" FORCE MAIN RUNS _/YERTI, CONTAINING 126,000 SQUARE FEET OR 2.893 ACRES, MORE OR LESS. 24"+ ABOVE THE EXISITING 18 DIP WATERMA I N "PRAPgSE6. 6"x2" TAPPING (PER FPUA) SADDLE/2-RS GATE VALVE PER F.P.U.A. SPECIFICATIONS 30.00' I 't 1 DIAMETER Or LID = 4.5' PROPASE9 42 0 FIBERGLASS WETWELL W DUPLEX PUMPS TOP OF WETWELL = 9.88 9.88 INV. FOR 6" SEWER SERVICE = 630 NGVD INV. FOR 6'° `':WER SERVICE=-4.00" NGVD INV. FOR 6" ~EWER SERVICE = 5.65 NGVD BOTTOM OF 'v'_TWELL = 1.89 -0.09 n 45' BENDS 3H�NOT MISTALLED F.P.U.A. n PER F.P.U.A. SPECIFICATIONS. NOT TO SCALE NOTES: 1. CONSTRUCT NEW WETWELL/VALVEBOX WHILE MAINTAINING SEWAGE DISPOSAL VIA THE EXISTING SEPTIC TANK/DRAINFIELD, AS APPLICABLE. 2. ONCE F.P.U.A., FDEP AND ENGINEER HAVE CERTIFIED THE LIFT STATION AS COMPLETE, COMPLETE SEWER TIE IN TO THE NEW STATION. 3. FORCEMAIN TO BE PRESSURE TESTED PER F.P.U.A. SPECIFICATIONS. F.P.U.A. AND ENGINEER TO BE PRESENT (MIN. 48 HOURS NOTICE). 4. F.P.U.A./ENGINEER TO BE PRESENT FOR THE WET TAP TO THE EXISTING FORCEMAIN. 5. ENGINEER TO BE PRESENT FOR SETTING OF THE WETWELL AND FINAL START-UP. 6. CONTRACTOR TO ABANDON THE EXISTING SEPTIC/DRAINFIELD PER ST. LUCIE HEALTH DEPARTMENT CRITERIA. 3.98 5.46 7. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ENGINEER AND NOT INSTALLED F.P.U.A. FOR THE PROPOSED 2" CHECK VALVE, 2" FORCEMAIN AND THE 2" TAPPING SADDLE/VALVE FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. ANY PROPOSED ALTERNATE SYSTEM SHALL BE REVIEWED BY THE ENGINEER AT THE CONTRACTORS EXPENSE. 9. CONTRACTOR SHALL VERIFY WITH THE PROPOSED PLUMBING PLANS, THE PROPOSED SEWER SERVICE INVERTS ARE COMPATIBLE WITH ACTUAL FIELD CONDITIONS. 10. CONTRACTOR SHALL MAINTAIN TRAFFIC ON ST. LUCIE BLVD. IN STRICT ACCORDANCE WITH FDOT INDEX Nos. 600, 601, 602 AND/OR 603, AS APPLICABLE. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE ST. LUCIE COUNTY UTILITY CONNECTION PERMIT AND CONSTRUCT ALL PROPOSED UTILITY CONNECTIONS AND EXTENSIONS IN STRICT ACCORDANCE WITH CONDITIONS OUTLINES IN THE PERMIT. LEGEND:II TOF = T OF FLANGE SCALE: 1 "=30' 0 15 30 60 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. I VALVE T('ER FPUA) SURVEY EPORT : 1. THI IS A ASBUILT SURVEY AS DEFINED IN CHAPTER 61G17-6.002(8), FLORIDA ADMINISTRATIVE CODE. ,z k "'u 2. SUR EY BASED ON ST. LUCIE COUNTY SECTIONAL DATA COMPILED FROM RECORDED PLATS FROM WITHIN zo �u 30 0-0' FlRg SA LUCIE PLAZA UNIT ONE, ACCORDING TO THE PLAT THEREOF, TOWNSHIP 34 SOUTH, RANGE 40 EAST, HYDRANT PUBIC RECORDS OF ST. LUCIE COUNTY. a -,a -- - -_WM_ 3. BEA ING BASIS: s89'03'00"w ALONG THE CENTERLINE OF ST. LUCIE BOULEVARD, tI 4" GATE VALVE TO SHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA. fRAPA$EB 50 LF 4. THE SUBJECT PROPERTY LIES WITHIN FLOOD ZONE X, PER FLOOD INSURANCE RATE MAP NO. 12111CO275 F, I ECTIONAL BORE W 2 HDPE PIPE EF CTIVE DATE AUGUST 19, 1991. 6 x (INSIDE DIAMETER) PER F.P.U.A. a SPECIFICATIONS (MIN. 30" COVER) 5. ELE ATIONS SHOWN HEREON ARE BASED ON ASSUMED DATUM. BENCHMARXKS SET OR FOUND FOR THIS SURVEY ARE AS SHOWN ON SAID SURVEY. - - - - - -FM- - - - -FM 6. THI SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. PR ARED FOR: CLK CONSTRUCTION - - - - - NORTHSIDE CHRISTIAN FELLOWSHIP CHURCH 7. QC C PYRIGHT 2005 BY ALEXANDER J. PIAllA PSM, INC. THE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. THI SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. REF ODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A F ORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAZZA PSM, INC. ALEXANDER J. PIAZZA PSM, C. FIRE SERVICE"TAP PER DATE OF SURVEY: FEBUARY 6, 2007 F.P.U.A. SPECIFICATIONS ALEXANDE J . PyjrZZA PROFESS NAL URVEYOR AND MAPPER FLORIDA CERTIFICATE No. 6330 Z 0 O Z M N ` • W z Z n• LLJ W a • J V r'1 z I W �n W Z Do jj () W LLr U'd d w Z > M N Z w w �o cwr '0 O w Z 0 _j 0 Z M Lx_ Z Z CAW a VFT��1 Z Q QQ rn � V :5 NUn0 J 11 O LLIW J I r ch Ln Z N w r��/� Z 0:Vl • N0 Ij v W 0 z EL L 0 w � n z_ W z z W W J E�-4 V U ) • _.I I/VA \0J Z� Ow Z E' 0 1 �U(L JWZ w V, 0 Z 2 a0 z F-Im 0z rn . 3: Q O � �U TO w vL Dz W2 J0 �co 30 oo c+/ VJ w =0 �W _ �J 0� z 0w 0. U Z 1.6. w U J N DRAWING NO. 1of2 JOB NO. 05146 i `" - ic, ,;l II w IL I� � � I I 5TOIRAGIE i F3i FNGHI' LNCH I i I 2'-��'i i; 2'-4" -�'ro FLUSd-� :�TL r� a Er_41; ES5 cI{ la -4" {=LU " k, S T L \I 15'-oil 511xu4" ;FIXED GLA55 15"x84" FIXED' aLA55 1511x&4" FIXED GLA55 ail �n rll rlrf �1 — `liw 1`rl '— MI rlilii 15itx&4" FIXED GxLA55 i 1511x&4" FIXED CaLA65 12 -11 " 112'-Ot' 9'4" F T ST RA4 E, E UIPM N n 00 N III-6'I 3' mm fro '-II-WI 6068 FULL LITE Q Q EGRESS PROVIDE NAILER ® FOR BABY CHANG. STATION W/F MENS M Q • ROOM on � 9'4" FLAT -I) �. S 3068 4,�tt m HANDICAP U•.I STALL 3' n EN`, IRY HALL w 914" FLAT Q O J No ILL •4 N tl) 3'-Ou HANDICAP STALL = 11' 3 68 30�08 Q 4t-0It CIA � STORAGE/ I 9 4tt FLAT. inm = I EQ IPME T T w�F 51-60 14'- " ROOM LADIES =t et " FLAT 9 I® Q ROOM —�� (0(08 ( 1 PROVIDE AILJ FULL LITE ®< I- FOR BABY 04AN& STATICN �� ge ECxRESS i , ' • ul lU _H id N Q N CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PI ANS AND ALL PROPOSED WORK ? ARE St BJECT TO ANY CORRECTIONS - I-I'-0tt REQUIR D BY FIELD INSPECTORS THAT NECESSARY IN ORDER TO ': COMPL WITH ALL APPLICABLE CODES; .K- TRAC 0 O . � HARVEY E. /OEHNI Professional Engineer PE-: 7205 Elyse Circle St, Lucie FL 34952- fiTee! (7)2)466-550) . .x (772) 489-3095 tscvl�lllJiV 13Y %0Sako w O O p 0- 0 ri ri G N N I— N it a 0 N N .o 'z V 0 m0 YJ CA ®m u h r W � _ } C� C-1 X rC/ i A t— W � aw CE-4a C) Imo. 6� O P-OT DATE: 12-13-05 DRAWN DATE 04-21-05 SC ALE 1/4 59=19 UNLESS NOTEE OTIIEZWIS_ SHEET A--1 JOB. N0. 491 212 ° 1 I I , I 1 I 0,. '. I I , I , I , , , ♦I , I , I , I , I . I , I , I , , . I . I , i , I I I I , _ I I I Li I ® O O ao a ft. LEFT ELEVATION 20 eq, ft. 8.8 sq. ft. 818 eq, ft° o'o eq, ft. q° +33.7 +35°3 +35°3 +35.3 -35.2 -35.2 MANUFACTURED TRUSSES F) TRUSS CQMPANY ! FIBERGLASS SHINGLES ON 3':; is •-ELT TIN -TAGGED OVER M/ 32" COX i 1.. i NAILED 4" EDGES 6" FItLD. �✓� W (SEE CONNECTFGR ,/ 2X4 RAT SCHED. 12 �✓" (SEE ELE ? R-3o 5A'A'i i' INSULATION IX2PT ON 2X8 W/ DRIP EDGE METAL LATHE 4 STUCG< SOFFIT W/ "I"X2011 VENT CONT. is 6'-O" O.G. 5/6" STUCCO ON 8"5Q.XIb" BLK. W/ (1) 05 BAR VERT. A 6'-O" MAX, SPACING (UNO) 1/2" DRYWALL LID IX4 PT FIRE STOP 8ka6 TIE BEAM W/ (4) 05 RE5AR CON . . D 1/2" DRY WALL i IX2 P.T. FURRING W/ R-4.2 INSULATION I z PRE-CAST/POURED (ISILL - 8" MIN. ADD lU 05 FiIEBAR FOR OPENINGS EX�EEDING V-011 WLE 1 F—IX4 PT FURRING ,,/—BABE BOARD I 16"d X i8"w. CONT, M0140. FTG. W/ (2) 05 BAR CONT. SLAB IS 2500 FBI CONCRETE 10/10 W.M. OVER 6ML VAPOR BARRIER ON TERMITE TREATED COMPACTED 4 TESTED CLEAN FILL. TYPICAL GBS WALL SECTION i SCALE: N.T.B. , 'V �S I y Ir y' ♦I y''I ,, I I y : Y h I y" y` _� y/ ' -•36,,T _ �' l '�' ` l '�' r '-' c..l --1 l ' , r ,, 1 J ♦ 1—r r ' , l ' , I _' / `._, -_._—1 �_.__L.l _e__` l , l , I I I I I a 53 Sq. ft. +31,ro -34,6 REAR ELEVATIC 5CALE: 3/16' FRONT ELEVATION SCALE: 1/4" - 1'-0" CONCEALED I`A5TENEHS OR Al fACHlAENT: ARE'CHE RES11ONSJUILITV OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSEO WORK ARE SUBJECT TO ANY CORRECTIONS 1 REOUIREU BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO s* COMPLY WITH ALL APPLICABLE CODES:, IN R1-0Vt510N I3Y �2_ a , O.-_N , © Oo O Q ° r r m E 0. $ m ch p U (V N' F n m Z9 .I � a m e Z0 , to 0 0 ' �-1 x C 24 fZl 114 Q W ;J as C/I r� r p OT DAi- 08-24-05 DRAWN 0'rL 04 —21-05 if: A_E 1/4"=1' UHLL, 11011C 01HERWIS- 'JiFFT A-2