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HomeMy WebLinkAboutENGINEERINGa GENERAL NOTES 1. DESIGN CRITERIA: APPLICABLE CODES, REGULATIONS & STANDARDS: 1. THE 2014 FLORIDA BUILDING CODE, 5TH EDITION SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CHAPTER 23 WOOD. 2. ASCE 7-10. & SEI7 3. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. 4. AC1318 CONCRETE REFRENCE MANUAL. 5. PC[ PRECAST & PRESTRESSED CONCRETE. 6. AA ASM 35 & AA ADM 1 WIND LOADS: 1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE 1604.5: RISK CATEGORY 1. 2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEED: 150 MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: B 3. SCREENED ROOF ENCLOSURE FBC 2014 CH. 20 TABLE 2002.4 CONCRETE & FOUNDATION DESIGN: 1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE APPLICABLE: A. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING COMPONENTS: I. PORTLAND CEMENT TYPE 1 - ASTM C 150 II. AGGREGATES - LARGE AGGREGATE 3/4" MAX. - ASTM C 33 III. AIR ENTRAINING +/- 1% - ASTM C 260 IV. WATER REDUCING AGENT - ASTM C 494 V. CLEAN POTABLE WATER VI. OTHER ADMIXTURES NOT PERMITTED B. METAL ACCESSORIES SHALL CONFORM TO: I. REINFORCING BARS - ASTM A615, GRADE 60 II. WELDED WIRE FABRIC - ASTM A185 C. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3" OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT PERMITTED. D. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3 INCLUDING HOT WHEATHER RECOMMENDATIONS. E. MOIST CURE OR POLYETHYLENE CURING PERMITTED. F. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE ARE FOR TERMITES IN COMPLIANCE WITH THE FBC. G. CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR BARRIER. 2. IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING & OTHER DETERIORATION. NO ADDITIONAL FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED CONSTRUCTION. 3. WHEN APPLICABLE FOR ATTACHING NEW FOOTER TO EXISTING, DRILL & EPDXY NEW STEEL INTO EX. FOUNDATION WITH 1" MIN. HOLE, EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE (OR EQUAL) TYP. ALL LOCATIONS. 4. WHEN INSTALLING 4" CONCRETE SLAB -ADD ADJACENT TO EXISTING-DOWELL INTO EXISTING CONCRETE 48" O/C W/8" #5 REBARS- DRILL 3/4" HOLE 4" EMBEDMENT- EPDXY W/ NON -SHRINKING "SIMPSON EPDXY TIE" (OR EQUAL). 5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHER WISE NOTED. ALUMINUM SPECIFICATIONS: 1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS OTHERWISE SPECIFIED.. 2. ALL SELF MATING BEAM -`SECTIONS ARE TO BE STITCHED WITH #12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER. 3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050". 4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS (KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 INCHES. 5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH BE PER FBC. 6. SCREEN MATERIAL SHALL BE 18/14 OR 20/20 SCREEN UNLESS APPROVED BY FLORIDA ENGINEERING LLC. FASTNER SPECIFICATIONS: 1. FASTENERS ARE REQUIRED TO BE SAE GRADE-2 OR BETTER ZINC PLATED. 2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, AND FASTENERS TO MANUFACTURING SPECIFICATIONS. 3. WHERE WOOD DECK IS PRESENT USE 1/4"X3-1/2" GALV. LAG SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE SPECIFIED. 4. 1"X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED 1/4"X2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS B. FOR WOOD APPLICATION USE #14X2-3/4".WOOD SCREW AT 24" O.C. AND 6" FROM ENDS. C. FOR ALUMINUM APPLICATION USE #10X1-1/2" SMS OR TEK SCREW AT 24" O.C. AND 6" FROM ENDS D. WHERE VX2" INSTALLED THROUGHOUT AN "OPEN VIEW" SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS MASONRY SPECIFICATIONS: 1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE M OR S MORTAR. 2. ALL MORTAR SHALL BE TYPE M OR S. 3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 4. PROVIDE CLEAN -OUTS FOR REINFORCED BELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0" IN HEIGHT. MISCELLANEOUS: 1. SCREENED ENCLOSURES CONTAINING SVv'IMMING POOLS SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC R4101.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS. 2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPERATE 4TH WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. 3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN THE FIELD. 4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI GROUT WITH BONDING AGENT. 5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED STRUCTURE. RESPONSIBILITIES: 1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES. THESE PLAINS AND ALL PROPOSED WORK ARE Sllg.IECj' r0 A4Ny CORRECTIONS RE©UTAED-DY F I rz L0 INSfVOTORS THAT MAY B� NUCESSANY IN ORDER To COMPLY WITH AU AmC{B6E CODES. 04 ............ o w J Q= 0 Q p: = o N N z0 � � �c: �� a) •,� 6;' ' : Gj �� p �--i ��• ui / /. pp 2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION, THE CONTRACTOR SHALL VERIFY AND INSURE INSTALLATION HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH THE ATTACHED DETAILS. 3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE" FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND. LEGEND: (ALL MAY NOT APPL SCR = SCREEN KP = KICK PLATE PW = PICTURE WINDOW X = HORIZ. SLIDING WINDOW 0 = HORIZ. STATIONARY WINDOW DH = DOUBLE HUNG WINDOW SH= SINGLE HUNG WINDOW SIP = SOLID INSULATED PANEL CT = CABLE TIE SG = SUPER GUTTER CS = CLEAR SPAN KB = KNEE BRACE MINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2 x 2: 2"x2"x0.044" 2 x 3: 2"x3"x0.044" 2 x 4: 2"x4"x0.044" 2 x 5: 2"x5"x0.050" OPEN BACK SECTIONS 1 x 2: 1 "x2"0.044" 1 x 3: 1 "x3"x0.044" SNAP SECTIONS 2 x 2 SNAP: 2"x2"x0.050" 2 x 3 SNAP: 2"x3"x0.050" 2 x 4 SNAP: 2"x4"0.045" SELF MATING (SMB) 2 x 4 SMB: 2"x4"x0.044"x0.100" 2 x 5 SMB: 2"x5"x0.050"x0.100" 2 x 6 SMB: 2"x6"x0.050"x0.120" 2 x 7 SMB: 2"x7"0.0570.120" 2 x 8 SMB: 2"x8"x0.072"x0.124" 2 x 9 SMB: 2"x9"0.082"0.124" 2 x 10 SMB: 2"x10"x0.092"x0.398" NOTE: AS INDICATED AOVE ALL MEMBER PROFILES ARE INDICATED IN INCHES. U F- Q e� o -' cep m o me � nc 2 � o F- `� ioc .Lax e=- z C-1 it w OQ �0It m 0 im z�Cl g�-2 3 _ cas z � 0?^,aa O- w0 ~CL TV �n�89 J��CCcII Z19 ul cn m �s w W 3 a_ z ¢cl UV J m O 00 N 0 J M M zZ Q w 0 LLI J W O oo rZ LL � H M 0 0) z W < Qrn� Q �- U O to O � ti O z H w O Z O 0� Q � U Y W W ULL z W LLI O 66 �W W � Q_ o LL � Y ¢ W00 W O YOU r Lu ��� 0 of n. DESIGN DATE: 12/04/2017 REVISION 1: DATE PAGE: REVISION 2: DATE I� SCALE: NTS I WALL HEIGHT PER PLAtJ--}—^ A •O 3T m 0 I I \\ 0 I I I \\ m I I I \ 3X2 X � w ply W 2X5 SM 5" --5'-11 8 0° X = w 5'-11 5"$ 1X3 X 2X3cn \ � 1X3 2X3 m 4"- 5" g�_8 N —A. W W 7'-2 1X3 2X3 X N W 1X3 1 7'-6" � 20'-011 7'-8" -j 3X2 3X2 / w X N / w w W o NJw i I 1X3 2X6 SMB � I � I = I I 17'-11" _ 2X5 SMB 2X6 SMB 1 O c W W W � W N X V 1 i X N X W •PI- j O W 10 U _U I Icn I 2X5 SMB 2X6 SMB 1 c I c� I IG) 2X5 SMB j 2X6 SMB v X W N IQ X N X �I X W ' / w W 1 3X2 3X2 3'-0" 14'-11 3" $ co m m m CONTRACTOR: m LD N co G) KRUGER CONSTRUCTION zz zz v CORP. N � � m z Z m m PROJECTADDRESS: N o 4 WEEKS 5208 FEATHER CREEK DR a N m FORT PIERCE, FL 1X3 X X X3 "' � X c c X C2 2X3 03 03 X w t 2X3 0 1X3 F-5'-11 511 $$ 5'-$--I \.��Q�• • �� CENS� � No. 60102 � = FLORIDA ENGINEERING LLC 4456 TAMIAMI TRAIL, UNIT B14 ATE OF PORT CHARLOTTE, FLORIDA 33980 (941) 391-5980A1- www.flengineeringllc.com aig E. Gunderson, P.E. #60102 PROJECT NO. 1733145 CA CERT. #30782 DA : 12/04/2017 b 1/8"x2"x2"x3" ANGLE-_. 1/8NZW" ANGLE 2 — #12 SMS INTO COLUMN 3/8" x 4" TAPCON n 0 0 MIN 4" SLAB 3000 PSI CONC. w/FIBERMESH SELF —MATING OR SNAP SECTION TYP. 1"4" O.B. BASE PLATE—TYP. 2-1/4" x 1/4" MASONRY ANCHOR 1-1/." MIN. CONC. ANCHOR EMBEDMENT 2" MIN. INCREASE DISTANCE WHEN GREATER THAN 2x4 UPRIGHT IS USED CONC. FOOTING BELOW---- SIDE VIEW NOTE WHERE PAVERS ARE PRESENT USE 5/16" TAPCON XL (RED HEAD MFG.) MASONRY ANCHORS TO PENETRATE UNDERLYING CONCRETE FOOTING 2-1/4" (MIN.) BEAM 2 — #12 SMS INSTALL BF 3/8" x 4" TAPCON 2 @ SLAB (BEYOND) TO CORNE 1 L � 2-1/4" X 1/4" TAPCON 2 @ 1x3 BASE NOTE' BR/ 1"x3" BASE PLATE ANCHORED TO CONC w/ 1/4" MASONRY ANCHOR 6" MAX EACH SIDE OF POST AND 24" O.C. MAX CONC. FOOTING BELOW FRONT VIEW DETAIL "B" — 2"x4" OR LARGER SELF MATING UPRIGHT TO DECK DETAILS SCALE: NTS 2x2x3 ANGLE W/ (3) #14 TEKS EACH SIDE 2x2x125 ANGLE W/ (4) #14x3/4" TEKS EACH SIDE `HORIZONTAL OR SLOPED 2x2x1/8 ANGLE EAVE RAIL TO POST W/ (6) #14 EA. CLIP - 0 0 00 0 BEAM PER PLAN NOTCHED TO RECEIVE COLUMN WITHIN 2X2X.125 ANGLE W/ (4) #14 TEKS COLUMN PER PLANS DETAIL E — UPRIGHT TO BEAM CONNECTION SCALE: NTS HAVE 2" TC FROM CDR 2x2x.125 ANGLE W/ (2) #10 SMS INTO COL. & 3/8" x 2" TAPCON THRU BASEPLATE INTO CONCRETE 1-1/2" (MIN.) EMBEDMENT (2) #10x3" SMS INTO SCREW DETAIL "D" - ROOF BRACING CONNECTION DETAIL SCALE: NTS FASTEN TOP OF HEADER TO INTERSECTING I 2"x3" MEMBER w/(2) #10 SMS w/1" PENETRATION INTO SCREW BOSS OF 2"x3" MEMBER — TYP. BOTH SIDES 2"x3" DOOR JAMB -------------- II II II II I! II FASTEN HEADER w/(2) #10x3" it INTO SCREW BOSS OF HEADER------' EADER it II it II II ALTERNATE HEADER CONNECTION WHEN Z—BAR IS USED — FASTEN Z—BAR TO COL/HEADER AT EACHIt it CORNER AND 18" O/C ALTERNATE BASE PLATE CONNECTION ATTACH 2"x3" TO BASE PLATE it (INTERNAL) w/(2) #10x2" SMS ATTACH BASE PLATE TO 2"x3" ilil w/(2) #10x3" SMS INTO SCREW BOSS OF BASE PLATE � o 1/4" TAPCON (RED HEAD MFG. OR EQUAL) WITHIN 6" OF COLUMN 11/2" PENETRATION INTO UNDERLYING FOOTING DETAIL "F" - DOOR JAMB & HEADER 1-1/2"x2x.062 RECEIVER CHANNEL W/ (2) #12x3/4" TEKS EACH SIDE (TYP.) (4) #10x11/2" SMS INTO SCREW BOSSES . )GE MEMBER R PURLIN PURLIN MEMBER ALUMINUM INTERNAL OR EXTERNAL RECEIVING CHANNEL w/(4) #10x75" INTO GIRT OR PURLIN & (2) #14x75" INTO BEAM OR UPRIGHT 0.062 ANGLE CLIPS BE USED UPRIGHT, BEAM —SNAP, SELF MATING, OR HOLLOW DETAIL "C" - GIRT OR PURLIN TO BEAM OR POST DETAIL SCALE: NTS 2"x2"x.063" — DIM. TO MATCH PURLIN SIZE RECEIVING CHANNEL (2) #12 SMS INTERNAL TO E RAIL (3) #12 EACH SIDE INT EAVE RAIL — 3x2 1x3 OPEN B/ EXTRUSION 2x2x1/8 ANGLE EAVE RAIL POST W/ (6) #14 EA. CLIP DETAIL "G" — SLOPED PURLIN CONNECTION SCALE: NTS (12) #12x1" SMS @ V SPACING 2")Q" EDGE BEAM (2) #1 Ox3" SMS INTO SCREW BOSSES CONNECTING EDGE BEAM TO PURLIN ALTERNATE DETAIL"G" SLOPED PURLIN CONNECTION SCALE: NTS 11/2"x 1/16" PLATE (TOP OR BOTTOM) 1'SQ" FASTENED TO COLUMN w/(2) #10x11/2" SMS INTO SCREW BOSSES FOR SMB OR SNAP COLUMN 1"x2" SNAP NOTCH COLUMN AS REQ'D. COLUMN PER PLAN `C �� o LL LL p W F- ¢- %v>> z° f /////111111111\1\\\ J m C) !J r1 ~ rn co Z 7 p N LL U U W 0-- OD - W < LL Lo Z� a)W ( V n — F" M S ~ ^ C3) WQ O� a� U O LO w ,q. O a LL N 0 0 W C c 0 N N � � O = 3 N o LU Lu of N W I` 0 M H G_ W U U Lo M cM O Z U W O z O d' o w j ULL z W W U W of w Q o LL ¢ W00� �O Y U w WNO _ Lo LL DESIGN DATE: 12/04/2017 REVISION 1: DATE PAGE: REVISION 2: DATE SCALE: 'NTS FOR BEAMS ABOVE 2x8 INSTALL GUTTER BRACE AT MIDPOINT BETWEEN BEAMS & INCLUDE 2" GUTTER BRACE AT EACH BEAM LOCATION BEAM ° ----(2) #142" WOOD °F 2) #12 SMS SCREW 18" O.C. 0 �� y � o 0 CLOSE BOTTOM OF BEAM WHEN TRIMMED 044 RECEIVING CHANNEL, FASTEN w/(2) #12 SMS EACH SIDE OF BEAM 2x2x4xl/8" ANGLE EA. SIDE OF BEAI w/(4) #14 TEKS EACH LEG EACH CORNER POST ro 2x2x4 ANGLE W/ (4) #14 TEKS O SIDE VIEW TOP VIEW DETAIL' SCALE: NTS NOTE F INSTALL FASTENERS ALONG PERIMETER OF GUSSET -BEAM JOINT 3/8" MIN, FROM EDGE. FASTENERS MAY BE STAGGERED TO INSURE PROPER QUANTITY PER TABLE B-1 FASTENER PATTERN MAY APPEAR DIFFERENT FROM ILLUSTRATION. MAINTAIN 1/2" SEPARATION BETWEEN FASTENERS. MAINTAIN 318" MIN, FASTENER SEPARATION FROM BEAM JOINT OR EDGE OF BEAM LAP FASTENERS MAY BE EVENLY SPACED AROUND EDGE OF GUSSET WITHIN 3/8" OF BEAM JOINT. FASTENERS MAY BE STAGGERED TO INSURE PROPER QUANTITY PER TABLE B-1 FASTEN GUTTER TO FASCIA w/ #14x2" WOOD SCREW 18" O.C. (2) #12 SMS (2) #14x2" WOOD SCREW EXISTING WOOD FASCIA STRUCTURAL GUTTER 5052-H32 GUSSET SCREW QUANITY 2X6 AND LESS THAN 3 ROWS OF (4) #14 FOR 2X7 AND GREATER 4 ROWS OF(4) #14 'NOTE: FOR SPANS OVER 3T ADD ANOTHER ROW DETAIL "K" GUSSET CONNECTION SCALE: NTS (2) #12 TEKS (TYP.) EA. MEMBER (FOR SPANS OVER 32' USE #14 TEKS) 2x3x0.050\ �MCE (TYP.) LATERAL "W'-BRACING CONNECTION DETAILS 2x2xl/8" ANGLE w/(2) #12 SMS EA. LEG — 1/8"x2"x4" STRAP (2) #12 SMS INTO BEAM (2) #12 SMS INTO GUTTER (2) #12 SMS \ GIRT, SMB ° 2x2xl/8" ANGLE wl(2) #12 SMS EA. LEG , SMB EAVE RAIL 1" x 3" O.B. PATIO SECTION K-BRACE (2) #14 WOOD SCREWS INTO FASCIA o I \ jj \ \ ` GIRT �I SIDE VIEW \ , STRUCTURAL GUTTER GIRT GUTTER BRACES E FASCIA EACH SMS INTO GUTUT TERER & (2) #14 WOOD SCREWS INTO FASCIA (2) #12 SMS l/8"x2"x4" STRAP (2) #12 SMS INTO BEAM GIRT (2) #12 SMS INTO GUTTER STRUCTURAL GUTTER *ALTERNATELY USE 2x2xl/8 ANGLE TOP VIEW DETAIL "L" CORNER CONNECTION SCALE: NTS 6063-T6 ALLOY PLATE (ONE SIDE) OR STRONGER K-BRACE 2 x 3 x 0.050 CHAIR RAIL K-BRACE 2x3x0.050 BRACE (TYP.) LATERAL "W'-BRACING CONNECTION DETAILS .050" GUTTER STIFFNER FASTEN TO FASIA w(2) #12x2" WOOD SCREW FASTEN TO GUTTER w(2) #12 SMS � x 3 x 0.050 RACE (TYP.) DETAIL "M" BEAM & PURLIN TO GUTTER CONNECTION SCALE: NTS O O O (2) #12 TEKS (TYP.) EA MEMBER (FOR SPANS OVER 32' USE #14 TEKS) O 0 GO CD CD w0 �: Q' CL o O = C D W c0 F- - < w N = V O z F= � 4(.- N o +\ co 0 N \ \\ Uj LU l l l r 11 o \\ U U d' p 00 N co +Y1 O) M co CD co ZZQ E w n—/ O U WJOoo� W < tL u) .� r Q) V ~ M C ~ ^ ca G r COLUMN < W (D +y � Q U GIRT (CHAIR RAIL) O 0- M O u_ � WHEN BEAM & PURLIN HIT ON CORNER - FASTEN OUTSIDE OF BEAM & PURLIN w/ 1/8"x2'SQ" ANGLE & (4) #12 SMS EACH LEG FASTEN INSIDE CORNER (BEAM TO PURLIN) w! 1/8"x2"x2" ANGLE w/(2) #12 SMS INTO EA MEMBER (BEAM & PURLIN) z O U LU W UU- z LU O W =U W w ¢ U)LLa O < W0OOf Z O 0 O a DESIGN DATE: 12/04/2017 REVISION 1: DATE PAGE: REVISION 2: DATE SCALE: NTS