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HomeMy WebLinkAboutRevision; Plan Changes,Remove back office off master bedroomY OFFICE USE ONLY: DATE FILED: C REVISION FEE: 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: n. 3. 4. 5. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: _ ADDRESS: CITY: PHONE (DAYTIME): OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE: PERMIT # RECEIPT # ST. LUCIE COUNTY CERT. #: STATE: FAX: ARCHITECT/ENGINEER INFO'TION: �! NAME: "(J L.i1-T / U� ADDRESS: :5G72 <i'C, YlAJAv7-d/6 CITY: STATE: PHONE (DAYTIME): 7 % _ ,,, op Reviscd 07/22/2014 /—gGi " us--tc— /- i O Q A/C�&O 7, I f llu � LL 0"'y" ZIP: ZIP: - FAX: OFFICE USE ONLYJ:\` f DATE FILED: `t`/� I (� PERMIT # l J �/ T` l Y C/ REVISION FEE: / RECEIPT # 1. LOCATION/SITE ADDRESS: 2. DETAILED DESC REVISIONS: PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INJQRMATION A OF PROJECT V 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE COUNTY CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): FAX: 4. OWNER/BUILDER INFORMATION: NAME: �YLP3 /lS ADDRESS: CITY: STATE: ZIP: 4 S PHONE: FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): FAX: kevind 07/22/2014 RECEIVED NOV U 7015 OFFICE USE ONLY: DATE FILED: 11 �3, N5 ' REVISION FEE: A 5.O a 1. 2. 3. LOCATION/SITE ADDRESS: PERMIT# 1SO� da 1 1 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAII,ED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE COUNTY CERT. #: BUSINESS NAME: QUALIFIERS NAME:�� ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): FAX: 4. OWNERBUIIAER INFORMATION: NAME: ADDRESS: CITY: PHONE: 5. ARCHITECT/ENGINEER NAME: _ ADDRESS: _ CITY: _ PHONE (DAYTIME): Revised 07=014 FAX: V ZIP: STATE: ZIP: FAX: 336- REVI» ro in Fol � Y m VUNCEPIEDFASTENERS ORA1iAC MENi° . ARE rL L CONTRACTOR OF RECORD c REV US �,��ros p� �qe� p WdxJKo i 4.C'i{ qy ib 6� Eea ;'66'Szjj JI,I��i NED ION "'T.4 THE FLORIDA UJIMINC CODE, / 04- 024`/ ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COrtIANCE REVIEWED BY DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE STk�cTunac Ncy rc 0 �LEH N9 SL. 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SUITE: 08/17/15 PLAN REVIEW 09/13/15 PLAN REVIEW 09/25/15 M. SUITE: 10/OS/15 HOBBLE: 11/10/15 DRAWN: RFM DATE: 01/27/15 CHECKED: RF JOB#: 15001 ALL FILLED WITH 3000 pal LINTEL SCHEDULE CONCRETE AND 05 REBAR MARK NO, LENGTH ALLOWED LOAD GRAY, APPLIED LOAD GRAV. ALLOWED LOAD UPLIFT APPLIED LOAD UPLIFT SPECIFICATION LI 31-6" 5163 1000 3541 550 81=16-05/IT Lz 4'-011 8FI6-015/1T L3 4'-roll 2"331 1000 2124 550 SFI6-OB/1T L4 5'-4" 1999 2290 SF16-OB/1T L5 5'_IO" 1631 20e3 SF16-OB/IT 5 6'-roll 3480 1880 SFI6-OBAT LT 1'-6" 2632 1000 111 550 8FI6-015/IT LS "31-4" 1625 1133 6FI6-OB/1T a 101-ro11 1241 S14 8FI6-OB/1T Llo 111-4 1366 600 198 400 81=16-05/1T LII 12'-0" 1254 123 51=16-05/1T F21 131-4" 1015 1000 606 550 SFI6-1B/1T L13 14'-0" 1002 559 6FI6-15/1T L14 14'-8" 1310 51S 6FI6-15/IT L15 151-4. 1250 609 8FI6-1B/2T L16 11-4" C350 500 8FI6-15/2T El 113'_4" 103-1 600 616 400 8F20-IB/2T LIS 211-4 545 531 SF20-IB/2T L19 22'-011 184 505 5F20-15/2T Leo 24I-oil S84 600 5F24-IB/2T L21 4'-4" 3280 211 SRF14-OB/1T L22 4'4.11 2992 2525 8RF14-OB/1T L23 5'-8" 1116 1960 SRF14-05/1T L24 5'-10" 1Po00 Moo 6RF14-OB/1T L25 6' -811 3120 1651 SRF14-O v lT L26 1-6' 2459 1462 SRFI4-OB/IT L2� 9'-8" 1568 C331 SRFI4-OB/iT NOTE: COMPOSITE BEAM DEPTHS MAY BE INCREASED W/O COMMENT, ALLOWABLE LOADS ARE NOT TO BE EXCEEDED ENGINEERED TRUSSES AT 24" O,G, IS/32" CDX ROOF SHEATHING NAILED s 6" O,C. W/ 8d RING SHANK NAILS (SEE ROOF NAILING PATTERN DETAIL) HURRICANE STRAP ® EACH TRUSS (SEE CONNECTOR SCHEDULE) 12 METAL ROOF IX4 BRIDGING 5 OVER 30" TIN -TAGGED 0 8,0" O,C, llmmplpl AyFw5I 1/2" DRYWALL —­­­ •• EXTERIOR CEILINGS STUCCO OVER HIGH -RIB METAL LATH ATTACHED TO SOT. CHORD W/ FULL HEAD ROOFING NAILS OR STAPLES (MIN, 194" EMBED.) B EACH RIB-2 PER TRUSS•• I ROW BEAM BLOCK TC HAVE (1) 05 CONT. BAR (30" MIN, LAP) FILLED WITH 3000 psi CONC. LENTILS OVER OPENINGS AS NOTED C,B.S, WALL 1/2" DRYWALL OVER IX2 P.T. FURRING STRIPS 6 16" O.C. OVER R-4,1 FI FOIL INSULATION 2 - •5 REBAR GONT, (ASTM GR. 40 MIN.) 4" GONG, SLAB (2500 PSI) W/FIBERGON FIBERS OVER Co MIL VAPOR BARRIER OVER CLEAN, COMPACTED POISONED FILL 0 TYPICAL LUALL SECTION SCALE: 3/4"40" 1"x2" P.T. DRIP EDGE / 2 X 6" PRIMED FASCIA SOFFIT: STUCCO ON NIGH -RIB LATH W/ 2" CONT, vEI, T IS" O,H, (TYP,) STUCCO FINISH ON 8" X 8" X 16" CONC, BLOCK, FILLED CELL AT ALL CORNERS, AT EACH SIDE OF OPENINGS rob" OR WIDER, AND AT 8'-0" O,C. MAX, W/ 05 VERT. ROD FROM FOOTING TO TIE -BEAM, (TYPICAL PER PLAN) PRECAST GONG, SILLS FINISH FLOOR GRADE F— 4" BELOW FINISH FLOOR GRADE FILL GRADE F 12" BELOW FILL GRADE PRODUCT APPROVAL 4 ATTACHMENTS PRODUCT MODEL • MANUFACT, GLASS PRODUCT DESIGN FLORIDA PRODUCT DESCRIPt ATTACHMENT METHOD PRESSURE APPROVAL NUMBER SH-200 PGT ANN. W TAPCON I"" MIN . EnaED. 3s" FROM CORNMS 1 13" OZ., HeAD 1 slLL . 6" CC,, 13" O.C.. JAMBS 42.1 PSI FL239-R22 PGT ANIN 4' TAPCON IW MIN, EMBED. 3%' FROM CORNERS 1 13" O.C., HEAD 1 SILL. 6" O.C., 1 13" O.C.. JAMS +/_ 44.T PSI FL243-R 1 PW-220 SWING DOOR FD-101 PGT IMPACT MASONRT OPENING u" TAPcoN la MIN. ErIBm 3k M a /- 15.0 PSF FL253-RB - JAMB 1 13k" O.C., HEAD 1 01LL ®13 O G 1 13K D C e JAMg6 W C.C. SLIDING GLASS GD-110 MPACI PGT IMPACT 4" TAPCON 14 MIN. EMBED. AS FOLLOW5, 60.0 PSI FL251-RI9 RESISTANT we-ca.z, JAMB 10, P4400K 5 OHGD SERIES BOO WAYNE DALTON N/A MASONRY OPENING 2 - 5/16" x I% TAPGON9 PER BRACKET +/- 41 PSF FL1421-R2 PRODUCT MODEL • MANUFACT, ATTACHMENT METHOD PRODUCT DESIGN PRESSURE ROOF J.M. 1.5 STANDING 2 CORROSION RESISTANT •10 PANCAKE HEAD SEAM ARCHITECTUAL J.M. METALS WOOD SCREWS PER CLIP. MIN. PENETRATION FLI2966-RI METAL ROOF SYSTEM THROUGH SHEATHING-C0 16LIPS I6" O.G. MAX 2 CORROSION RESISTANT -10 PANCAKE HEAD WOOD SCREWS PER CLIP, MIN, 3/16" PENETRATION 155 25 - THROUGH SHEATHING --CLIPS ® 12" O,C, MAX PLUS 4" BEAD 505TIC GHEM-CHAULK'315 POLYURETHANE ADHESIVE ALONG MALE FLANGE (ROOF ZONE 3 ONLY) WINTERGUARD HT GERTAINTEED SELF-ADHEARING FL3455-R2 UNDERLAI"MENT CORP PEE-AND-9TIOK SOFFIT STUCCO SIDING STUCCO SIDING PLANKS JAMES HARDIE BLIND NAIL W/ II GA, 1!4" GALV. +/-48.9 FL13192 ROOFING NAILS 16" O.C, MAX STORM 0,050 BERTHA EASTERN METAL PANELMATE STUDS / WING NUTS +/-50,0 PANELS ALUM PANEL SUPPLY (SEE PRODUCT APPROVALS I FLII964-R3 2" DEEP FOR SPACING) U11MC)OW $ DOOR BUCK 04ET-4/1-5 ETTER/OR DOOR INDICATES 8" X 8" COL. W/ lU 05 a ROD CONT„ FILL W/ CONC, IX6 PT BUCK SL XVIV6 GLASS DOORS --NOTE : PRE -HUNG METAL EXTERIOR DOORS: I X 6 PT DOOR BUCK NAILING IS APPROV. TO BE Sd CASE HARDENED SENCO COIL NAILS 16" C.C. ATTACH THRU BUCK INTO CONC, W/ 3/16" TAPCONS 1 3/4" MIN. EMS, 12" O,G, a 6" FROM EA. END (U/NDO(U INDICATES 8" X 8" COL. W/ (I) 05 0 ROD CONT., FILL W/ GONG, IX4 PT BUCK WINDOW WINDOW ! Bd CASE HARDENED 6ENCO COIL NA16 6L/D/N6 DOOR BUCK6 16" O.C, TOP AND 6/DE6, WINDOWS 4 SLIDING DOORS INSTALLED PER MANUF, SPECS, ATTACH TLIRU WINDOW FRAME TO CBS W/3/16" TAPCONS W/ 194" MIN, EMBED. BOTTOM OF WINDOW TO BE MUDDED WITH SILL. ALSO SECURED BY DRYWALL AND STUCCO AROUND WINDOW FRAME. SEE CONNECTOR SCHEDULE FOR — REQ'D. STRAP 9 EACH TRUSS DEL 2X4 OR TOP PLATE 1•1 M SIMPSON 5 P4 OR SP6 a 16" O,C, MAX y W/ (6) IOd NAILS ,�•O0 N\- PER STRAP �F 0� gP� SIMPSON 5P4 s EACH 2X4 STUD OR SP6 O 2X6 STUD W/ (b) 10d NAILS PER STRAP SIMPSON MSTA 18 W/ 5-I0D NAILS IN JACK 5-IOD NAILS IN HEADER 5-I0D NAILS IN TOPPLATE 2X STUDS 9 16" O,C, MAX SEE FLOOR PLAN FOR SIZE 2X JACKS FOR HEADER I JACK FOR 5'0" SPANS OR LESS 2 JACKS FOR SO" - Sb" SPANS 3 JACKS FOR 8b" - 120" SPANS P.T, 2X BOTTOM PLATE W/ SIMPSON SP4 (2X4) OR SP6 (2X6) a EACH STUD a JACK -FILL ALL NAIL HOLES 1/2" "J" BOLT OR — 1/2" X 6" WEDGE ANCHORS W/2"X2"X114" WASHERS 0 24'' O.G. MAX. SEE FOUNDATION PLAN FOR FOOTING SIZE 4 DETAILS TYP INT. BEARING DETAIL SCALE: 3/4" -Ib" 4E g4' n!!r I1k'de S.m ee.lk B4aboc"Si �aai �y ry'Ji .9ufS .a uCr"lou YYi :�trs �"ga11�[S:d.;� 10 MCI. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD ROOF EDGE *0O O Roor EDGE 0 1 Q RIDGE 0 0 Q 4' o" b 2 2 2 `t I O tCr y O O O -4 D a ° O o 3 p O ZONE 1- USE ad RING SHANK NAILS g 6" O,C. O ZONE 2- USE 8d RING SHANK NAILS m 6" O.C, OZONE 3- USE 8d RING SHANK NAILS 0 4" O,C, **ALL ROOFS TO CONSIST OF 19/3211 NAILED TO TRUSSES USING ad RING SHANK NAILS .131 DIA.• NAILING PATTERN FOR ROOF DESIGN PARAMETERS AND ASSUMPTIONS USED: CODE: FBC 2010 4 ASCEI-10 TYPE OF CONSTRUCTION: CBS * FRAME METAL BUILDINGS DESIGNED: ENCLOSED * OPEN PARTIALLY ENCLOSED WIND SPEED (3 SECOND GUST): 15Omph 160mph * WIDTH OF END ZONE WIND EXPOSURE: B ADJUSTMENT FACTOR FOR EXPOSURE 4 HEIGHT: 1.0 INTERNAL PRESSURE COEFFICIENT -18 IMPORTANCE FACTOR: 1.0 BUILDINGS CLASSIFICATION: FBC TABLE 1604,5 II MEAN ROOF HIGHT 16 ft OVERHANGS VARIES ROOF PITCH 6 /12 COMPONENTS 4 CLADDING WIND PRESSURES ON ROOF ZONE 111a,T/-38,2 2 .18.U-53.9 3125.5/-104.9PSF COMPONENTS 4 CLADDINGS WIND PRESSURES ON WALL ZONE 4 +34.3/-382 5141.2/-52.0 PcJF COMPONENTS 4 CLADDING WIND PRESSURES ON GARAGE DOOR N/A PSF ROOF LOADS: LIVE 30 / DEAD (SHINGLE) (TILE) (METAL) FRAMED FLOOR LIVE LOAD N/A psf DEAD LOAD N/A psf SHEAR WALLS CONSIDERED FOR STRUCTURE: YES *_ NO CONTINUOUS LOAD PATH PROVIDED: YES * NO COMPONENT AND CLADDING DETAILS PROVIDED: YES * NO MINIMUM SOIL BEARING PRESSURE: 2500 PSF SHUTTERS: YES * NO IMPACT RESISTANCE ASSEMBLY: YES NO SUBJECT TO DAMAGE - WEATHERING: NEGLIGIBLE TERMITE: VERY HEAVY FLAME SPREAD CLASSIFICATION - WALL 4 CLG: S200 FOAM PLASTICS: S15 SMOKE DEVELOPED CLASSIFICATION - WALL 4 CLG: S450 FOAM PLASTICS: 5450 GABLE END DETAIL (FLAT CEILINGS) SCALE: 1/2" - 1'O" ALUMINUM DRIP EDG 1S/32" CDX ROOF SHEATHING 2X4X4' 4' O.G. NAILED 2 X 6 TO BOTTOM OF TOP FASCIA OVERHa" CHORD OF TRUSSES VARIES W/ (2) 111 NAILS EA, TRUSS VENTED ALUMINUM SOFFIT I -ROW 2X4 "X" BRACING STIFFBACK IN CENTER OF TRUSS NAILED SEE SCHEDULE) EACH END 4 8' FROM CL II V2 CDX SHEATHING W/ (3) 16d NAILS NAILED roll O.C. W/ 80 NAILS 2X4 LATERAL BRACING NAIL TRUSS TO 4' O,C, AS REQ. FOR LEDGER 6" O.C. "X" BRACING 4 8' O.C, W/ 16d NAILS CONT, (RAT RUNS) " DRYWALL NAILER PREFAB TRUSSES A 24" O,C. AS NECESSARY TIE BEAM 2X4 4' O,G. NAILED TO TOP OF BOTTOM CHORD OF TRUSSES W/ (2) 16d NAILS EA, TRUSS 2X4 P,T, ATTACHED TO TIE BEAM W/ 1/2" WEDGE ANCHOR (MIN 4" EMBEDMENT) W/ 2" X 2" X 1/2" WASHERS 6 32" O,C, STIFFBACKS UPRIGHTS UNDER 3' - NO STIFFBACKS REQUIRED UPRIGHTS 3'-6' - 2X4 NAILED 4" O,C, W/16d NAILS UPRIGHTS 10'-14' - 2X6 OR (2) 2X4 NAILED 4" O.G. W/16d NAILS UPRIGHTS 6'-10' - (2) 2X6 NAILED 4" O,G, W/Ibd NAILS CONNECTOR SCHEDULE TRUSS BEARING TRUSS ACTUAL CONNECTOR QUANTITY ANCHOR TYPE I.D. POINT UPLIFT CONNECTOR UPLIFT DESIGN a QUANTITY NOTES ALL TRUSSES MASONRY 13513 HTSMI6 1115 1 (4) I/a'X 2411 TITEN INTO EXCEPT AS (MAY USE MASONRY 4 8-IOD NAILS INTO TRUSS NOTED BELOW EITHER) HETA16 1810 1 a - Iod X lIt" NAILS PER STRAP WOOD 1431 HT620 1450 1 24 - 10d X luz" NAILS PER STRAP T B SGET MAS, 1261 HTSM16 2350 2 (4) !1214" TITEN INTO MASONRY a S-IOD NAILS INTO TRUSS FM STRAP GRG MAS. 2141 MGT 3965 (1)9/8" THREADED ROD INTO CONCRETE w/ 22-IOD NAILS INTO TRUSS GRR MAS, 2912 MGT 3965 1 (1)5/8" THREADED ROD INTO CONCRETE w/ 22-IOD NAILS INTO TRUSS B TO BI WOOD 648 MSTA12 940 1 10 - IOd NAILS PER STRAP TRUSS CO, CHAMBERS TRUSS ANCHOR TO BE EPDXY SET IN FILLED CONCRETE BOND BEAM DATE OF LAYOUT 04/08/15 WITH 12" MINIMUM EMBEDMENT, PER MANUFACTURERS SPECS, GENERAL NOTES I. CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE" AS ADOPTED BY THE COUNTY AND AS APPLICABLE TO THE AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS, 2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL DIMENSION, CONDITIONS AT JOBSITE, PLANS, SPECIFICATIONS, ETC, 3, ALL WRITTEN DIMENSIONS ON THESE DRAWING TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES, STRUCTURAL NOTES I. DESIGN LOADS IN ACCORDANCE WITH FBC R CHAP. 3 2. SOIL BEARING CAPACITY: 2500 PSF (ASSUMED) 3. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" BEAMS: 1-1/2" SUSPENDED SLABS: I" 4. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS, 5, ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 6, ALL STANDARD LUMBER SHALL BE SPF • 3, HF • 3 OF STUD GRADE W/ A MIN. Fb • 1200 PSI OR BETTER, 1. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 8, UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND STANDARD PRACTICE. S. BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER 18 2 OR MORE PLIES UNLESS NOTED, 10, UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING IS TO BE NAILED WITH 8D OR BETTER NAILS 6" O.C. EDGES AND 8" O.G. FIELD. 11, IT SHALL BE THE OWNERS RESPONSIBILITY TO ASSURE THAT THE ACTUAL SOIL BEARING VALUE EQUALS OR EXCEEDS THIS MIN, AND IF IT IS LESS, TO MAKE SURE PROVISIONS AS THE ACTUAL CONDITIONS MAY REQUIRE. 12. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL PERTINENT, LOCAL, STATE, AND FEDERAL BUILDING REGULATIONS, 13. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WORK. 14. COLUMNS, BEAMS, AND WALLS OR ANY OTHER STRUCTURAL MEMBER PENETRATING, SLABS ON FILL SHALL BE ISOLATED BY PREMOULDED JOINT FILLER ( 1/2" THICK ) COMPLYING WITH ASTM B 1152 , TYPE 1, 15, ALL GYPSUM BOARD MATERIAL TO COMPLY WITH F5C-R102.3 16. ALL CERAMIC TILE TO COMPLY WITH F5C-R102,4 U Q IT " �zJ >T - -2 o yU W ill O ]FD¢^Zy77'EDDWR ya' qq U ^N ,'M NwupW �C om Ov gm 'Q.Ooo];.'o an Z y zp 0 Q$ o¢z¢J�l:44�z q a h'c�,fal 4�Us^Vj:J�Oi7y pq Rw% HOW ""W T. 1 REVISIONS 02/07/15 FINAL: 02/20/15 CONNECTORS: 08/10/15 PLAN REVIEW: 09/13/15 I; NON -IMPACT: 11/10/15 DRAWN: RFM i DATE: 01/23/15 C14ECKED: " r JOB#: 15001 .. SHEET VMIG VI' L.,YI VfTGGIV � � — m z e S U z F- 0 3 q _j z O w U i i O Ci a K p Q 3 [L O U CD N N q z o U Y w w O U = x Z q O J a q Z ztu q Q � � S W 3. q Q. 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