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344 4TH ST - PERMIT RESA18-0012 DWGSCOMMUNITY DEVELOPMENT APPROVED ROOF SHEATHING PER SPECS ROOF RAFTER PER PLAN EXISTING WALL FRAMING LEDGER PER PLAN Al A35 1'-0" )1 I i H2.5T BEAM PER PLAN STRAP BEAM TO POST PER 4/S2.0 7'-10" C ARCHITECTUAL FINISH co BY BUILDER (TYP) 6x6 SYP#2 P.T. EMBEDDED POST FULL DEPTH RIMBOARD P.T. )3EAM PER PLAN FASTEN �--'TO POST w/ 2-3/4" THRU BOLTS 6x6—W1.4xW1.4 WELDED WIRE FABRIC WRAP PORTION OF POST EMBEDDED BELOW GRADE W/ SELF—ADHESIVE RUBBERIZED ASPHALTIC WATERPROOFING MEMBRANE 1 SCHEMATIC SECTION S2.0 SCALE: 3/4" = V-0" BOUNDARY OF SHEATHING EXAMPLE OF PANE EDGE w/ BLOCKII` WHERE REQUIRED E GENERAL NOTE NAIL SPACING A SUPPORTED EDGE`, GENERAL NOTE EXAMPLE OF UNSUPP01 (UNBLOCKED) PANEL E (TYPI NAILING TO INTERMED SUPPORT IS 6" O.C. P (L 0 i� 1 P T.PECK JOISTS PLAN HANGER H3 PER PLAN LEDGER PER PLAN d o � °d 24"Ox36" LONG CONCRETE PIER 6 •• o I 6 I A 00 '�,_2—#5x16" REBAR 2'-0"0 DRILLED THROUGH POST PROVIDE 6" OF GRAVEL FOR DRAINAGE DAT[7n cu�ATl-IINI( EXISTING FLOOR FRAMING ° EXISTI \1G �4' FOUNDATION CS16x24" LONG FROM NEW POST TO EXISTING 4x8 EXISTING FLOOR SYSTEM 4x4 SYP#2 P.T. STUB POST. FASTEN TO NEW BEAM w/(2) MTS12 ROOF AND FLOOR SHEATHING NAILING 7 SCALE: 3/4" = 1'-0" S2.0 24" 16 GUAGE STRAP w/11— 10dx1Y2" EA. ENE PORCH HEADER, SEE PLAN FASTEN RAFTER TO LEDGER w/ A35 ROOF RAFTER PER PLAN BEAM PER PLA CONVENTIONAL ROOF SCALE: 3/4"=1' PC -)CT 24" "6 GU AGE DW STRAP w/11- 10dxl/12" EA. END ITS16 HEADER TRAPS MSTA24 END STRAPS PLAN VIEW OF PLAN VIEW OF HEADER & SUPPORT PORCH HEADER PORCH HEADER POST, PER PLAN. I (2)MSTA24 AT CORNER POS1 AT POST I STRAPS PORCH SHEATHING SI'ECIFICPTIONS: 1/2" GYPSUM (WATER PROOFI GREEN BOARD, w/ 5d COOLER NAILS @ 6" O.C. EDGE & FIELD OR 3/g" (OR GREATER) OSB OR °LYWOOD, w/ 8d COMMON NAILS @ 6" O.C. EDGE AND FIELD 4� TYPICAL PORCH FRAMING DETAILS (WOOD) ROOF SHEATHING, SEE SO.0. UPLIFT CONNECTOR AND (2)12d TOENAILS EACH SIDE OF RAFTER. POST, SEE PLAN 2x— SYP#2 SQUASH BLOCKS FIT TIGHT BELOW NEW POST ABOVE JA --� EXISTING 4x8 OFF GRADE BEAM ABU44 w/5/8" THREADED ROD EPDXIED 6" MIN •o• - --R— FOO ING PER PLAN PER PLAN d d c d < 4 a . 1 = F Q _ SIA E � d . a 2. SPECIFIED NAILING REQUIRED FOR EVERYPLY Luis A. Pontigo, PE = IN ADDITION TO POST SUPPORT DETAIL AT EXISTING OFF -GRADE BEAM 2x4 SYP OUTLOOKER @ 24" O.C. ROOF SHEATHING H3 AT EACH OUTLOOKER 4-12d TOE NAILS (2 EA SIDE) 2x4 BLOCKING BETWEEN OUTLOOKERS FACIA, SEE ROOF JOIST, � ARCH SEE PLAN I RAKED 2x4 @ 16" j O.C. PONY WALL 4-12d TOE MSTA24 @ NAILS (2 EA 1 SIDE) 1 48" O.C. HEADER PER PLAN BALLOON FRAMED WALL OVER BEAM Lou Pontiso and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph, 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 NOTES: J�5 \G"S� 11'/2" 1. TYP. CONNECTION AT STUD COLUMNS, 1 = F Q _ SIA E JACK—TO—KING ASSEMBLIES, CORNER POST, ETC. ° I 0 N,�� 2. SPECIFIED NAILING REQUIRED FOR EVERYPLY Luis A. Pontigo, PE = IN ADDITION TO (2) PLYS N ° 2x4 MEMBERS: ° (1) ROW OF 1 O (4) ROW 12d ° NAILS @ 4" O.C. AT 12" C. ° 2x6 MEMBERS: EA. SIDE ° i2) R ,W OF 10w (3) ROWS 12d AT 12" O.C. �N �� — L 2 PLY L 3 PLY NAILS @ 4" O.C. STAGGERED EA. SIDE. BEAM. BEAM. 2 & 3 PLY BEAMS 2x4 OR 2x6 POST (3)ROWS OF 5" (3)ROWS OF 63/4" TRUSSLOK TRUSSLOK ENGINEERED WOOD ENGINEERED WOOD FASTENERS @ 24"o.c FASTENERS @ 24"o.c AS SHOWN AS SHOWN 3—PLY 4—PLY 14" LVL AND GREATER BUILT-UP MEMBER FASTENING Lou Pontiso and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph, 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 REVISIONS DATE BLDG DEPT. 05.14.18 M NT FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAM TAYLOR RESIDENCE DESIGN/DRAWN/CHECKED CS / MK /LAP DAFE 04.05.18 SCALE AS NOTED I_PA No. LTAY-18-00259 CONTROL No. SHEET S2.0 SHEET 4 OF 4 •' O J�5 \G"S� = F Q _ SIA E 4- I 0 N,�� Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE BLDG DEPT. 05.14.18 M NT FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAM TAYLOR RESIDENCE DESIGN/DRAWN/CHECKED CS / MK /LAP DAFE 04.05.18 SCALE AS NOTED I_PA No. LTAY-18-00259 CONTROL No. SHEET S2.0 SHEET 4 OF 4 DESIGN SPECIFICATIONS GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS DESIGN CODE: TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE (PSF) 2017 FLORIDA BUILDING CODE - RESIDENTIAL 10 +30.2 -32.9 +30.2 -40.5 DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, +25.7 -28.2 UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. DESIGN LOADS: ACTUAL AND UNIFORM ROOF FLOOR ROOF LOADING (cd=1.25) (cd=1.00) TOP CHORD LIVE LOAD 20 psf 40 psf TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf F COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE (PSF) a' = 4'-6" 10 +30.2 -32.9 +30.2 -40.5 50 +27.1 -29.6 +27.1 -34.2 100 +25.7 -28.2 +25.7 -31.2 ROOF SHEATHING SPECIFICATIONS: SHINGLE- MIN. 7/j,", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). WALL SHEATHING SPECIFICATIONS: FLEXIBLE FINISH -MIN. 7/j,", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE INSTALLED HORIZONTALLY OR VERTICALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. CLAY MASONRY (BRICK): BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 ps CONCRETE SPECIFICATIONS: BOTTOM CHORD LIVE LOAD 10 psf 0 psf ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI BOTTOM CHORD DEAD LOAD 5 psf 5 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY DEFLECTION CRITERIA: THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION GENERAL NOTES: ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH FOOTING AND FOUNDATIONS: POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF WIND LOADING: ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR !^I ACCORDANCE WITH ASTM D 1557. ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A LINEAR INTERPOLATION IS PERMISSIBLE. MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF PLUS - PRESSURE AND MINUS = SUCTION. FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) BY 0.75 WHEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE #3 130 MPH THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. BASIC WIND SPEED (ASCE 7-10) -- ------------ @ 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLIl`1G CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH IMPORTANCE FACTOR - - - - - - - - - - - - - - - - - - - - - - 1.00 ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS MEAN ROOF HEIGHT ----------------------- EXISTING 1k a ____ CONCRETE SLABS ON GRADE: ------------------------ --- 1 ,�,� SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR ROOF PITCH - - - - 3/12 0 ; a PREVENTION OF SUBTERRANEAN TERMITES. BUILDING CATEGORY ----------------------- II EXPOSURE CATEGORY - - - - - - - - - - - - - - - - - - - - - - D SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE - ENCLOSURE CLASSIFICATION -----------------ENCLOSED 4 DENOTES EDGE STRIP. METHODS. INTERNAL PRESSURE COEFFICIENT -------------- t •18 11 ---- SEE C & C CHART ABOVE FOR 'a' DIMENSION WOOD FRAMING SPECIFICATIONS: ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. IF, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA MATERIAL SPECIFICATIONS ° '-'-' PRESERVATIVE IS USED, ALL ATTACKED FASTENERS SHALL BE STAINLESS STEEL. I a I ROOF COVERING SPECIFICATIONS: HARDWARE AND ANCHORS:;____ ____� THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM ASTM A 307 OR ASTM F 1554 GRADE 36. [NOT ACTUAL PLAN] a METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). METAL FLASHING AND VALLEY MATI RIALS. NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO WATERPROOFING: EXTERIOR SHALL HE GALVANIZED. SCOPE OF SERVICE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" PRE-ENGINEERED MISCELLANEOUS `STRUCTURES: LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. MEANS AND METHODS: ANY EYEBROW, CANOPY, ALUMINUM COMPONENT OR ANY OTHER BUILDING APPENDAGES NOT SPECIFICALLY DETAILED HEREIN SHALL BE DESIGNS D BY OTHERS AT THE EXPENSE OF THE CONTRACTOR. CONTRACTOR (U.O.N.) THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE SHALL SUBMIT SHOP DRAWINGS OF MISCELLANEOUS ATTACHED STRUCTURES TO THE MAIN STRUCTURE INDICATING CONNECTION POINTS, REACTIONS AND FASTENER REQUIREMENTS PRIOR TO FABRICATION OF ANCHORING ADHESIVE: SHALL BE ONE of THE FOLLOWING PRODUCTS FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR MISCELLANEOUS STRUCTURE AND PRIOR TO CONSTRUCTION OF MAIN STRUCTURE. CONTRACTOR SHALL COORDINATE LOADING REQUIREMENTS WI LH ANY OTHER PRE-ENGINEERED COMPONENT SUCH AS ROOF FLOOR (DUAL CARTRIDGE INSTALLATION ONLY): SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY AND ROOF TRUSS ENGINEERING. EPDXY: ITW RED HEAD A7 OTHER PE"=:SONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. DOCUMENTS. 'l WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT MODULUS (E)1,90r)ksi, BENDING STRESS (Fb) 2600psi WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING N T SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. SIMPSON CONNECTORS WOOD FASTENINGSCHEDULE PLAN LEGEND AND ABBREVIATIONS UPLIFT MEMBERS CONNECTION FASTENER INTEPIOR LOAD BEARING WALL CONNECTOR FASTENERS FL# CODE TYPE BUILT-UP POST IN THE WALL SPF SYP TOP PLATE TO TOP PLATE FACE NAIL 2- UN NAILS @ 12' STAG. GABLi- X -BRACE A35 450 450 12-8dx11/2 10446.4 TOP PLATE, LAPS/INTERSECTION FACE NAIL (2 16d) 3 -GUN NAILS H6-1 /2 HEADER SIZE, JACK AND KING STUD H2.5T 600 520 5-8d EA. END 11478.3 DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3 -GUN NAILS DESIGNATES SHEARWALL. THE QUANTITY. HIDDEN LINE DESIGNATES SIDE OF H8 620 530 5-10dx11/2" EA. END 11470.3 RIM JOIST TO TOP PLATE TOE NAIL (81 @ 6") GUN NAIL @ 6" SW WALL THE SHEARWALL SHEATHING MTS12 1000 860 7-1Odx11/2" EA. END 10456.3 NAILING: TO BE APPLIED. 8d 3/6 DESIGNATES 8d COMM CEILING JOIST TO TOP PLATE TOE NAIL (3--8d) 5 -GUN NAILS 8d@3"/6>' ONS @ 3" HTS20 1450 1245 24-1Odx11/2" EA. END 13872.3 O.C. EDGE & 6" O.C. "IN THE CEILING JOIST, OVER PARTITIONS FACE NAIL (3--16d) 4 -GUN NAILS FIELD" MSTA24 1765 1270 9-10d EA, END 13872.4 CEILING JOIST TO ROOF RAFTER FACE NAIL (6-1-16d) 8 -GUN NAILS MSTA36 2050 1870 13-10d EA. END 13872.8 ADJ - ADJACENT LG - Long BEAM JOIST/TRUSS TO PLATE TOE NAIL (2 16d) 3 -GUN NAILS BM - BEAM MANUF - Manufacture 18-16d TO TRUSS /BEAM 3480 3080 / 11496.2 BOT- BOTTOM MONO - Monolithic 1-5/g"0 ROD TO FTG. RAFTER TO PLATE TOE NAIL (3 8d) 3 -GUN NAILS BRG - BEARING OC - On Center 32-16d TO TRUSS/BEAM JACK RAFTER TO HIP TOE NAIL (3--10d) 4 -GUN NAILS CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board HTT5 5250 4670 -5 11496.2 DBL - DOUBLE PERP - Perpendicular 1 /8"0 ROD TO FTG. ROOF RAFTER TO 2x_ RIDGE BM. TOE NAIL (2 16d) 3 -GUN NAILS DIA - DIAMETER PRE ENG - Pre Engineered 6-10d TO HEADER CONT. HEADER, TWO PIECES FACE NAIL 16 @ 16" O.C. @ EDGE EA - EACH PSF - Pounds per Square Foot LUS28 930 780 10655.113 EE - EACH END PSI - Pounds per Square Inch 4-10d TO JOIST CONT. HEADER TO STUD TOE NAIL (3416d) 4 -GUN NAILS EOR - ENGINEER OF RECORD PT - PRESSURE TREATED 14-16d TO HEADER STUD TO SOLE PLATE TOE NAIL (3--16d) 4 -GUN NAILS EQ - EQUAL QT - Quick Tie 905 785 EXT - EXTERIOR REINF - Reinforce 10531.36 HU410 6-16d TO JOIST- Square Foot SOLE PLATE TO JOIST/BLOCKING FACE NAIL (1 d @ 16") GUN NAIL @ 8" FBC FLORIDA BUILDING CODE SF FDN - FOUNDATION SPF -Spruce Pine Fur ABU44 2200 5/8"0 ROD w/ 12-16d 10849.6 FT - FOOT SYP - Southern Yellow Pine ABU66 2300 5/8"0 ROD w/ 12-16d 10849.6 NAIL SPECIFICATIONS FTG - t 00TING THRU - Through SET N/A N/A SIMPSON EPDXY-TIE 11506.4 3"x0.131"O = GUN NAILS 2%0.113"4 = RINK SHANK HDR - DEADER TYP - Typical 2"x0.113"O = 6d 21/2 "x0.1 1 "0 = 8d HORIZ HORIZONTAL UON - Unless Otherwise Noted 10-16d TO STUD/BEAM/POST LBS - I'OUNDS VERT - Vertical LTT20B 1675 1675 11496.3 3"x0.148"O = 10d 31/2 "x0.1 2"0 = 16d WWF - Welded Wire Fabric 1-1/2 "0 ROD TO FTG. 11/, "x0.148"0 = 10dx11/2 " 11/2 "x0.1 1 "O = 8dx1 1/2 ' LSTA12 805 695 10-10d 13872.5 CS16 1705 1705 13-8d 10852.1 Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 \CENs. /C * No. 5 3 .� STAT F - ONAL ENG Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO @ ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNP.TIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. W � U � Z I nv~iQ w=m � � U 0mZ � Q � Q DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IFA DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EO.R. PLAN NAME TAYLOR RESIDENCE DESIGN/DRAWN/CHECKED CS / MK LAP DATE 03.22.18 SCALE AS NOTED LPA No. LTAY-18-00259 CONTROL No. ' rHLL1 SO.0 SHEET 1 OF 4 INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEP) OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN IN(JLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. FI I — _L�u_F _u_j_ F_ —1 F_ --I aNEW 2'-0"x2'-0" CC -5/8" L- -� FOOTING w/ 2-#5 E 16" WAY BOT. SEE 7/S2 EPDXIED (TYP) MIN. __1F_-1 NEW 2'-0"x2'-0"ONC. ��-- FOOTING w/ 2 -#SAY BOT. SEE 7/S2.0 (TYP) S® 7 L- i EXISTING FOOTING C. EXISTING CONC. STOOP TO BE REMOVED 4„ 6x6 SYP#2 P.T. EMBEDDED POST w/ 2'-0"0 CONC. 10'-6" 8'-11" 10'lie-6" FOOTING SEE 1/S2.0 (TYP) NOTE: ALL EXPOSED METAL CONNECTORS SHALL BE STAINLESS STEEL OR H.D.G 2x10 SYP#2 F_ __1 F .. -._1 -5/8" THREADED ROD @ 16" O.C.--Z DRILLED AND EPDXIED 4" MIN. NEW 2'-0"x2'-0"ONC. ��-- FOOTING w/ 2 -#SAY BOT. SEE 7/S2.0 (TYP) S® 7 C. EXISTING CONC. STOOP TO BE REMOVED 4„ 6x6 SYP#2 P.T. EMBEDDED POST w/ 2'-0"0 CONC. 10'-6" 8'-11" 10'lie-6" FOOTING SEE 1/S2.0 (TYP) NOTE: ALL EXPOSED METAL CONNECTORS SHALL BE STAINLESS STEEL OR H.D.G 2x10 SYP#2 LEDGER w/ -5/8" THREADED ROD @ 16" O.C.--Z DRILLED AND EPDXIED 4" MIN. LT - - - - - DESIGNATES FOOTING LINE _ DESIGNATES SAWCUT LINE rINTERIOR I--�� -, LOA D BEARING WALL 7 r DESIGNATES SLAB RECESS ---- BEAM OR TRUSS, SEE PLAN II I ------------------------------- II it �n=----- ----�- _-__---- �� -Iri r in LUS28 HANGER JOIST EA. SIDE OF POST (TYP) (2)2x12 P.T. (2)2x12 P.T. (2)2x12 P.T. I =n t == It_=t I = Imm: =11- t = t i = �i 6x6 P.T. SYP#2 EMBEDDED POST SEE 1/S2.0 (TYP) 2x8 SYP#2 P.T. DECK JOISTS @ 16" O.C. RIP TO SLOPE '/4 "/FT \\,\--FULL DEPTH RIMBOARD S2.0 FOUNDATION PLAN OFF -GRADE PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. 5YMBUL5 LEUENU - - - - - DESIGNATES FOOTING LINE _ DESIGNATES SAWCUT LINE rINTERIOR I--�� -, LOA D BEARING WALL 7 r DESIGNATES SLAB RECESS ---- BEAM OR TRUSS, SEE PLAN Lou Ponti3o and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 v CENSF C� . No. �r STA OF f ffflfll ll11i111\\ Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. W J U LL Z 1:elk D~iQ Ln w=m U O1 rn ma~ Q FOUNDATION 8 OFF -GRADE DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EO.R. PLAN NAME TAYLOR RESIDENCE DESIGN/DRAWN/CHECKED CS / MK /LAP DATE 03.22.18 SCALE AS NOTED LPA No. LTAY-18-00259 CONTROL No. tiHEET S1.0 SHEET 2 2F 4 HU410(MAX) I� MASONRY w I. HANGER-_ J (3)2x4 SPF#2 � POST. SEE 7/S2.0-\ I� (3)2x4 SPF#2 POST. SEE 7/S2.0 WALL TO BE REMOVED (TYP) nir I HIJC210-2 MASONRY HANGER O X I N I� (2)2x10 66 P.T. SYP#2 POST FOR BEAM TO POST STF�APPING SEE DETAIL 1/S2.0. (TYPICAL) HU410(MAX) MASONRY HANGER i CD I z HU410(MAX) J MASONRY 0 > I HANGER o LO N � � I (3)2x4 SPF#2 w IPOST. SEE 7/S2.0 ',Ir LINE OF SECOND STORY ABOVE [_CC_X\14j I I (2)2x10 _ _ (2)2x10 1 S2.0 WALL FRAMING PLAN SCALE: 1/4" = 1'-0" FRAMING NOTES: 1. ALL BUILT-UP POST, HEADERS & E:I AMS SHALL BEE FASTENED PER 5/S2.0 2x10 SYP#2 LEDGER. FASTEN W (4)104 & (4)Y4"Ox5" LAG SCREWS 16" O.C. (INTO VERTICAL STUD`. ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP ROOF RAFTERS TO BEARING WITH 2-12d TOENAILS & 1-SIMPSON H2.5T UPLIFT STRAP UNLESS OTHERWISE NOTED FLOOR Ei LOW ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" RAKED PONY _L SEE 3/S2.0 SYMBOLS LEGEND / / // z I INTERIOR BEARING WALL. DESIGNATES THE NUMBER OF PLY'S OF (22x8-1/2 HEADER, HEADER SIZE, & JACK/KING STUDS NEEDED FOR HEADER OPENING. ---I BEAM OR TRUSS, SEE PLAN GENERAL NOTES 1. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 2. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 5/S2.0 COMMUNITY DEVELOPMENT DENIED Q:� CD W z z Q 0W� 0 :i 0_ Z W 1-W O Z 00O:�Q '-,Z 00_j pWa�1Q� oQ U)Ld Q z U g W 0 Z Q 0 W w Z 0 z==�0w U cn a-za- zLd� c�n�l—z z z 0 wE� UQIz _ — _ W z D W X� CD ct� \OF— Op00 w Q w 0 Z� Q� J Z ZQ U 0� U Z CD Z w� Q O J 0_ Q W zwwo;E >- w w=Q =ww= o�QL'-Q- z w www I-_ 0L D w z 0� Fo — to >O Q O F- LL Q0 -00z = J0> 0000 CDLd -1X— Z QU)0 >> W W (n O Q~= 0 Q —IzzWz W ZLLj Cn(n-1 CDQ00~� O w ��J wm Z_ _J 0 �� M 0 W Q W= (n Q� Jz 0 0 W U a-~ ~ 0 Q>Q-0F- m Q W c- 0- ly OQmmF—� ----) 1-w �O �0 cnw z(n I Qz m z )— 0 wo=muo � X 0QU pF- wO0QOU to w UIQ �QLL_ _j = W� J Z CD ZO Q O F— cn°_Q z U = viOz 00V)Cn Om��O(n � � OAC):~ = of- LLi ,�,�z o< <Lj z � ocnW F_ Z 0 F— cn W Q z W � Q = F— Lj CD = —j 0 = CD OmQ�OQ z V) OU� �w�Q U 0 Z� z w 0 x Z O w w O Z Z � W J X Z J O Z U w� E W z WWF— Cn ZO u Qwz��> m Q L`o� �wU� m F- LL W m J W 0_ O� �WO>- zJ m0 0_ �Q(n CD(/7)zcl) OQLd�= w QUQ0 �wD0 i z=Qm>m m o Qo0 m:2OU Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Luis A. Pontioo, PE FL 1'E#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO e ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. W J U LL Z 2 D[I"__ iQ w=m U 0 Z }mQ � Q WALL FRAMING PLAN 8 LOW ROOF FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION'S UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME TAYLOR RESIDENCE DESIGN/DRAWN/CHECKED CS / MK LAP DATE 03.22.18 SCALE AS NOTED LPA No. LTAY-18-00259 CONTROL No. SHEET S1.1 SHEET 3 OF 4 ROOF SHEATHING PER SPECS ROOF RAFTER PER PLAN BEAM PER PLAN STRAP BEAM TO POST PER 4/S2.0 ARCHITECTUAL FINISH BY BUILDER (TYP) 6x6 SYP#2 P.T. EMBEDDED POST FULL DEPTH RIMBOARD BE/ -M PER PLAN FASTEN TO POS I w/ 2-3/4" THRU BOLTS 6x6-W1.4xW1.4 WELDED WIRE FABRIC 0 I r') WRAP PORTION OF POST EMBEDDED BELOW GRADE W/ SELF-ADHESIVE RUBBERIZED ASPHALTIC WATERPROOFING MEMBRANE 1 SCHEMATIC SECTION S2.0 SCALE: 3/4" = V-0" BOUNDARY OF SHEATHING EXAMPLE OF PANE EDGE w/ BLOCKIN WHERE REQUIRED E GENERAL NOTE NAIL SPACING A" SUPPORTED EDGES GENERAL NOTE`. EXAMPLE OF UNSUPPOF (UNBLOCKED) PANEL E (TYPIC NAILING TO INTERMEDI SUPPORT IS 6" O.C. N (U EXISTING WALL FRAMING LEDGER PER PLAN A35 H2.5T DECK JOISTS PER PLAN H3 HANGER PER PLAN LEDGER PER PLAN n a G I a 24"Ox36" LONG CONCRETE PIER p - I I Dy � IY'1 a Q p 00 � 2-#5x16" REBAR 2'-0"0 DRILLED THROUGH POST PROVIDE 6" OF GRAVEL FOR DRAINAGE C)ATCn 0LJCATLJIK1(` EXISTING FLOOR FRAMING 9 d a <44 CS16x24" LONG FROM NEW POST TO EXISTING 4x8 EXISTING FLOOR SYSTEM 4x4 SYP#2 P.T. STUB POST. FASTEN TO NEW BEAM w/(2) MTS12 ROOF AND FLOOR SHEATHING NAILING 'SCALE: 3/4" = V-0" EXISTING FOUNDATIO 24" 16 GUAGE STRAP w/11- 10dx1Y2" EA. ENE PORCH HEADER, SEE PLAN FASTEN RAFTER TO CONVENTIONAL ROOF SCALE: 3/4"=1'-0" pncT 24" 16 GUAGE DW STRAP w/11- 10dx1 W' EA. END EATHING, ONNECTOR AND OENAILS EACH RAFTER. ITHEADER TRAPS ' MSTA24 STRAPS END I I PLAN VIEW OF PLAN VIEW OF HEADER & SUPPORT PORCH HEADER PORCH HEADER POST, PER PLAN. I (2)MSTA24 AT CORNER POST AT POST I I STRAPS PORCH SHEATHING SPECIFICATIONS: 1/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS @ 6" O.C. EDGE & FIELD OR 3/8 " (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS @ 5" O.C. EDGE AND FIELD TYPICAL PORCH FRAMING DETAILS (WOOD) POST, SEE PLAN 2x_ SYP#2 SQUASH BLOCKS FIT TIGHT BELOW NEW POST ABOVE EXISTING 4x8 OFF GRADE BEAM ABU44 w/5/8" THREADED ROD EPDXIED 6" MIN 4 v � A A a D • "• FOOTING PER PLAN PER PLAN POST SUPPORT DETAIL AT EXISTING OFF -GRADE Bi_:AM (iCAI UNITY DEVELOPMENT DENIED 2x4 SYP H3 AT OUTLOOKER @ EACH 24" 0. C. OU TLOOKER ROOF SHEATHING ROOF JOIST, SEE PLAN 4-12d TOE NAILS (2 EA SIDE) 4-12d TOE NAILS (2 EA SIDE) 2x4 BLOCKING BETWEEN OUTLOOKERS FACIA, SEE ARCH RAKED 2x4 @ 16" j O.C. PONY WALL MSTA24 @ I ,I� 48" O.C. HEADER PER PLAN BALLOON FRAMED WALL OVER BEAM NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS /2 �v Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 ,.""%S i\. Po""", \C CE / F o 4. No.OF S F R10.• Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME TAYLOR RESIDENCE DESIGN/DRAWN/CHECKED CS / MK / LAP DATE 03.22.18 SCALE AS NOTED14 LPA Nor LTV -18-00259 C6N OL No. Ow SHEET S2 .0 SHEET 4 OF 4 ° 2x4 MEMBERS: ° (1) ROW OF 1 Od (4) ROWS 12d ° NAILS @ 4" O.C. .. AT 12" O.C. o2x6 MEMBERS: = = EA. SIDE. (2) ROW OF 10d (3) ROWS 12d NAILS @ 4" O.C. AT 12" O.C. 2 PLY 3 PLY STAGGERED EA. SIDE. BEAM. BEAM. 2 & 3 PLY BEAMS 2x4 OR 2x6 POST (3)ROWS OF 5" (3)ROWS OF 63/4" TRUSSLOK TRUSSLOK ENGINEERED WOOD ENGINEERED WOOD FASTENERS @ 24"o.c FASTENERS @ 24"o.c AS SHOWN AS SHOWN 3—PLY 4—PLY 14" LVL AND GREATER BUILT-UP MEMBER FASTENING �v Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 ,.""%S i\. Po""", \C CE / F o 4. No.OF S F R10.• Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME TAYLOR RESIDENCE DESIGN/DRAWN/CHECKED CS / MK / LAP DATE 03.22.18 SCALE AS NOTED14 LPA Nor LTV -18-00259 C6N OL No. Ow SHEET S2 .0 SHEET 4 OF 4