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HomeMy WebLinkAboutBLD-20-833LOCATION A4P Not to Scale 4 IK SEq y LOCUS`' of LOW MOSS RD. �o �(��' NANTUCKET G SOUND ASSR'S. MAP 14, PARCEL 114 L.C.P. 14426G, LOT 59 TECHNICAL NOTES: 1. ALL COVERS AND INSPECTION/ACCESS PORTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED (OR SHALL BE BUILT TO GRADE AS REQUIRED 13Y OAKSON INC.) 2. COVERS BROUGHT TO FINAL GRADE SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS. 3. ALL TANKS SHALL BE INSTALLED ON A LEVEL, STABLE BASE (MIN.6' STONE BASE) 4. MAINTAIN A MAXIMUM OF 36' COVER OVER ALL SYSTEM COMPONENTS. ALL COMPONENTS SHALL CONFORM TO SPECIFICATIONS CONTAINED IN 310 CMR 15.00. 5. NO GARBAGE GRINDER ALLOWED WITH THIS DESIGN. PROPOSED TOP OF FIRST FLOOR EL = 12.2 GENERAL NOM -S.' 1. SYSTEM IS DESIGNED IN ACCORDANCE WITH 'COMMONWEALTH OF MASS., DEPT. OF ENVIRONMENTAL PROTECTION, 310 CMR 15.00; THE STATE ENVIRONMENTAL CODE, TITLE 5: STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE AND EXPANSION OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS" AND THE TOWN OF YARMOUTH REGULATIONS. 2. NO WELLS OR WATER SUPPLIES ARE KNOWN TO EXIST WITHIN 100 FEET OF THE PROPOSED SOIL ABSORPTION SYSTEM. ALL WELLS KNOWN TO EXIST WITHIN 150 FT. OF THE SYSTEM ARE SHOWN. 3. PRIOR TO BACKFILLING COMPLETED SYSTEM, NOTIFY THE ENGINEER AND THE HEALTH DEPARTMENT FOR INSPECTION- PROVIDE 24 HOURS (MIN.) NOTICE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 5. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH. 6. AREA SERVED BY TOWN WATER. CONSTRUCTION NOTES 1. LIM/75 OF CONSTRUCTION AND/OR GRADING TO BE AS SHOWN ON PLAN AND SHALL BE VISIBLY MARKED, PRIOR TO, AND DURING CONSTRUCTION. 2. FABRIC SILTFENCE TO BE SECURELY STAKED IN PLACE PRIOR 70 CONSMUC77ON AND SHALL REMAIN IN PLACE UN77L DISTURBED AREAS HAVE BEEN REVEGETATED. 3. DISTURBED AREAS SHALL BE STABILIZED AND REVEGETA7FD AS SOON AS PRACTICABLE UPON COMPLETION OF GRADING. 4. ALL EXCESS EXCAVATED MATERIAL SHALL BE STOCKPILED OUTSIDE THE 100' BUFFER AND SHALL BE REMOVED FROM THE SITE UPON COMPLETION OF CONSTRUCTION. 5. GUTTERS AND DOWNSPOUTS CONNECTED TO DRYWELLS, OR CRUSHED STONE 0 ROOF DRIPUNE, 70 BE U77UZED TO CONTAIN ROOF RUN-OFF. 6. PROPOSED DRIVEWAY SHALL BE CONSTRUCTED OF PERMEABLE MATERIAL ANY ADDITIONAL WORK BEYOND THE SCOPE OF 771AT WHICH IS SHOWN HEREON WILL REQUIRE CONSERVA770N COMMISSION APPROVAL. TYPICAL SYSTETILI PROFILE NOT 70 SCALE A) 19't 21 'DIA. COVER 9) 11'1 TO WI7Fl1N 6 IN. OF FINISH GRADE 2'f 10' MIN. 2 2 2 � 2' PIPE 0 2 FLOW UNE I + MONOLITHIC TANK VV EL. HID 1500 627 GALLON WAC17Y SEP71C TANK (WATER TIGHT RONF• CONC.) ALL TEES SHALL BE CAST . IRON OR SCHED.40 P.V.C. PIPE. PROVIDE GAS BAFFLE AND EFFLUENT FILTER ON OUTLET TEE. TEST HOLE DATA DATE OF TEST HOLES: 4/17/2019 NO WATER ENCOUNTERED INSP. BY: D. QUINN (R&W), AMY VONHONE (HEALTH DEPT) GROUND WATER ENCOUNTERED AT 50' 3ovp 21' DUI. COVER TO WITHIN 6 IN. TO GROIDE OF KNISH GRADE 1 TO HYDRAULIC 1 UNIT • I I (SEE SHEAT 2 I I FOR HYDRAULIC I 1 UNIT AND DRIP 1 I DISPERSAL I I DETAILS) PROPOSED PUMP CHAMBER 2000 -GAL. HID MONOLITHIC PUMP CHAMBER SHALL BE UTILIZED. INSTALL ON A LEVEL, STABLE BASE. (MIN. 6' STONE BASE) DESIGN GROUND WATER ELEVATION PER YARMOUTH HEALTH DEPARTMENT FOR THIS PROJECT AREA IS ELEVATION 2.5 NGVD29 WHICH BY VERTCON CONVERSION EQUALS 1.62 NAVD8B. No.2 ELEVATION ON.) HORIZON TEXTURE (FT.) No.1 FILL DEPTH (IN.) SOIL HORIZON SOIL TEXTURE ELEVATION (FT.) 0-48 I FILL 12 - 17 4.6-0.6 48 - 6o Ab SANDY LOAM 0.6--0.41 60 - 72 Bb SANDY LOAM -0.4 - -1.4 72 - 120 C COARSE SAND C,Z GROUND WATER ENCOUNTERED AT 50' 3ovp 21' DUI. COVER TO WITHIN 6 IN. TO GROIDE OF KNISH GRADE 1 TO HYDRAULIC 1 UNIT • I I (SEE SHEAT 2 I I FOR HYDRAULIC I 1 UNIT AND DRIP 1 I DISPERSAL I I DETAILS) PROPOSED PUMP CHAMBER 2000 -GAL. HID MONOLITHIC PUMP CHAMBER SHALL BE UTILIZED. INSTALL ON A LEVEL, STABLE BASE. (MIN. 6' STONE BASE) DESIGN GROUND WATER ELEVATION PER YARMOUTH HEALTH DEPARTMENT FOR THIS PROJECT AREA IS ELEVATION 2.5 NGVD29 WHICH BY VERTCON CONVERSION EQUALS 1.62 NAVD8B. No.2 ELEVATION ON.) HORIZON TEXTURE (FT.) 0-8 FILL DEPTH (IN.) 4.3-3.6 8 _ 12 E MEDIUM SAND 3.6-3.3 12 - 17 Ab LOAMY SAND 3-3-2.9 17 - 27 Bb LOAMY SAND C 27 - 80 L'1 MEDIUM TO COARSE SAND 19,884 LBS NET DOWNWARD FORCE 80 - 120 C,Z VERY FINE SAND GROUND WATER ENCOUNTERED AT 36' BOTTOM OF PERC AT 39- (G2MIN./1N.) GROUND WATER ENCOUNTERED AT 60' SITS' PLAN >"= 30' DATUM NAPID 88 19.24' of MOSS ROAD L=15.00' CUT & CAP R=109.25' EXISTING -7 APPROX. \EASEMENT W i 1EDGE OFFWETLAND LIMIT OF FABRIC SILT of EXCAVATE FOR 1' AROUND ABSORP71ON SYSTEM AS REQUIRED TO REMOVE ALL SOIL ABOVE THE (Cl TH2, C TH3) MEDIUM TO PROPOSED COARSE SAND LAYER. INSTALL CONTAINMENT WALL 40 MIL POLYETHYLENE IMPERVIOUS BREAKOUT BARRIER ALONG EDGE T.O. WALL EL = 8.0 OF EXCAVATION (TOP OF BARRIER 41.71' ENEN -N - tp 6BR p� "t0 I F.FE 122- II DECK • , ""Lot 59� 23,909 S.F.-* ALTERNATIVE / .� 0.55 Ac.t �ENCHNARK TOP OF SURVEYOR'S SPIKE � EL= 4.85 EDGE OF Wim, (NAVD 1988) - "wND AL AL BUOYANCY CALCULATIONS: ,ole AL 1500 -GAL SEPTIC TANK BUOYANCY FORCE OF DISPLACED WATER: 10.17' x 6.08' x 0' x 62.4 LB/CF = 0 LBS. UPWARD FORCE No.3 11,833 LBS. DOWNWARD FORCE DEPTH (IN.) SOIL HORIZON SOIL TEXTURE ELEVATION (FT.) 0 - 12 A LOAMY SAND 6.0-5.0 12 - 30 B LOAMY SAND 5.0-3.5 30 - 84 C -6- 3.5 - -1.0 BOTTOM OF PERC AT 39- (G2MIN./1N.) GROUND WATER ENCOUNTERED AT 60' SITS' PLAN >"= 30' DATUM NAPID 88 19.24' of MOSS ROAD L=15.00' CUT & CAP R=109.25' EXISTING -7 APPROX. \EASEMENT W i 1EDGE OFFWETLAND LIMIT OF FABRIC SILT of EXCAVATE FOR 1' AROUND ABSORP71ON SYSTEM AS REQUIRED TO REMOVE ALL SOIL ABOVE THE (Cl TH2, C TH3) MEDIUM TO PROPOSED COARSE SAND LAYER. INSTALL CONTAINMENT WALL 40 MIL POLYETHYLENE IMPERVIOUS BREAKOUT BARRIER ALONG EDGE T.O. WALL EL = 8.0 OF EXCAVATION (TOP OF BARRIER 41.71' ENEN -N - tp 6BR p� "t0 I F.FE 122- II DECK • , ""Lot 59� 23,909 S.F.-* ALTERNATIVE / .� 0.55 Ac.t �ENCHNARK TOP OF SURVEYOR'S SPIKE � EL= 4.85 EDGE OF Wim, (NAVD 1988) - "wND AL AL BUOYANCY CALCULATIONS: ,ole AL 1500 -GAL SEPTIC TANK BUOYANCY FORCE OF DISPLACED WATER: 10.17' x 6.08' x 0' x 62.4 LB/CF = 0 LBS. UPWARD FORCE WEIGHT OF TANK: = 11,833 LBS. DOWNWARD FORCE WEIGHT OF SOIL' 10.17' x 6.08' x 0.75' x 110 LB/CF 5.101 LBS, DOWNWARD FORCE = 16,934 LBS. NET DOWNWARD FORCE 2000 -GAL PUMP CHAMBER _U- BUOYANCY FORCE OF DISPLACED WATER: 12.83' x 6.83' x 0.22' x 62.4 LB/CF = 1,203 LBS. UPWARD FORCE WEIGHT OF TANK: = III= LBS. DOWNWARD FORCE WEIGHT OF SOIL• -6- 12.83' x 6.83' x 0.96' x 110 LB/CF = 9254 LEIS, DOWNWARD FORCE = 19,884 LBS NET DOWNWARD FORCE EMERGENCY STORAGE CAPACITY: 2000 -CAL HID MONO PUMP CHAMBER 48 =16'-16'=16' 16'x41.7GAL/INCH=667 GAL PERC-RITE HYDRIb= UNIT 660 GAL. REQUIRED; 667 GAL. PROVIDED 1500 -GAL. HID MONO (SEE SHT 2 FOR FLOAT DETAILS) SEP77C Mt4Kj , _ LSCSF ZONE AE EL. f 1 CO CEDAR a,_ c 5. GARAGE (S�) BRIDGE AL AL IL L IAC AL DESIGN DATA: / NUMBER OF BEDROOMS PROPOSED: 6 ESTIMATED DAILY EFFLUENT: 660 G.P.D. TOTAL LEACHING AREA AS PROPOSED: BOTTOM AREA; 902 S.F. LEACHING CAPACITY AS PROPOSED: (EFFLUENT LOADING RATE = 0.74 GPD/SF) BOTTOM: 900 x 0.74 = 667 G.P.D. ELEV.= 7.22, BOTTOM OF BARRIER ELEV. = 3.22). BACK FILL WITH MATERIALS MEETING THE SPECIFICATIONS OF 310 CMR 0 15.255 (3) AND (6). NOTIFY ENGINEER AND HEALTH AGENT FOR INSPECTION OF EXCAVATION PRIOR 1 TO BACK FILLING. PROVIDE I -- 10.5' 24-HOUR (MIN.) NOTICE FOR INSPECTION. NOTE. AS PER D.E.P. CERTIFICATION FOR GENERAL USE PERC-RITE DRIP ! DISPERSAL SYSTEM (3/15/2007, REVISED 11/23/2016) SECTION II, J19 THE SYSTEM DOES NOT w REQUIRE A FIVE FOOT OVER DIG AS a, w INDICATED AT 310 CMR 15.255(5). EXISTING SEPTIC TANK, DBOX, & f i LEACH FIELD TO BE PUMPED DRY j i' AND REMOVED, ALONG WITH ANY CONTAMINATED SOIL WITHIN 5' OF THE O WITH CLEANSESAND. REPLACE =8 INSTALL 500 LINEAR FEET _ SHED OF PERC-RITE DRIP ` �1' `I`Jj--� DISPERSAL TUBING WITH 1.7' ON -CENTER SPACING AT ELEVATION = 7.12 (G.W. 0 ELEV. 1.62; B EXISTING 5.50' SEPARATION DWELLING I FND TO BE PROVIDED, 5MIN. REMOVED REQUIRED). PROVIDE 6' MINIMUM COVER OVER 1 0' FROM TUBING (ALLOWED BY AEDGE OF D.E.P. CERTIFICATION FOR 5 WETUWD BENCHMARK GENERAL USE PERC-RITE TOP "�. FDRIP BOUND 3/ 5/2007, REVISED STONESYSTEM EL.= 7.18 11/23/2016 SECTION H, (NAVD 1988) 12) PROPOSED FINAL GRADE ABOVE TUBING=7.75± Yarmouth Health Department 1% N LE'GE'ND PERC-R/7E DRIP DISPERAL FIELD (PROP.) -W- WATER SERVICE (PROP.) _U- UNDERGROUND UTILITY SERVICE (PROP.) TEST HOLE LOC4770M - -S- - DOS77NG CONTOUR -6- PROPOSED CONTOUR 4010 2000-G41- H10 MONO Fo0 PUMP CHAMBER W/ PERC-RITE HYDRIb= UNIT 1500 -GAL. HID MONO SEP77C Mt4Kj , _ CONTAINMENT WALL. DETAIL TOTAL = 667 G.P.D. 02� PHILIP �yG �P. � ANDREW �1 Not to Scale NOTE CONTAINMENT WALL o OT:YSSEUS GROVE, TO BE STAKED PRIOR TO " SG936867IITI �' # 1351 e) /3 BARS CONT. CONSTRUCTION. CONTRACTOR q #36857 r �Fc/STE¢�O (HORIZONTAL) SHALL CONTACT RYDER & Oa �0 SANITARX1� 2' WILCOX, INC. WITH ) ADVANCED NOTICE TO /fP #4 BARS 0 12' O.C. SCHEDULE STAKING WORK. (ACL) PROPOSEDDKELLIM! cPc ON-SITE 9 17 IZo ► 9 4Soi of 'TTD DISPOSAL SYSTEh MASTIC ON OF SEXACEREAT ffENT AN RETAINING WALL EXISTING GRADE Prepared for.- Derek Johnson Location: 37 floss Road, Yarmouth, ILIA Ryder & Wilcox, Inc., P, E. & P. L S, REVISED - 8/19/2019 (WALL DETAIL) 3 Giddiah Hill Rd. REVISED - 9/17/2019 (CONTAINMENT P. 0. Box 439 Scale: 1"=30' WALL STAKING NOTE) So. Orleans, MA.,02662 hlrl m by APG' 48' 6 (4) t4 BARS CONT. Tel ('6708) 255-83M Date - 5/30/2019 Slit 1 Of #4 BARS o 12' O.C. fax(508) 240-2306 %z18 � Job No. GENERAL CONSTRUCTION NOTES: NOTZS° NOTE: i In" SUPPLY & RETURN MANIFOLD 1. The system shall rat be installed in wet or frozen sails. 1. ALL RIGID AND FLEXIBLE PVC ARE TO BE LOCATED ABOVE THE DRIP LINE TO ALLOW THE PIPES TO DRAIN. ALL DRIP LOOPS ARE TO BE LOCATED 2" ABOVE THE DRIP LUNE TO ALLOW FOR THE LOOPS TO DRAIN. LOCATED ABOVE DRIP TUBING TO PERC-RIPE DRIP TUBING 2. Do not park, drive large equipment, or store materials on the dispersal area. No activity should occur on the dispersal area other 2. THE AIR RELEASE VALVES SHALL BE PLACED ATTHE HIGHEST POINT ON ALLOW MANIFOLDS TO DRAIN AIR RELEASE VALVES WITH (CUSTOM CONFIGURATION) req than the minimum required to Install the Stem. THE SUPPLY AND RETURN LINE FOR EACH ZONE 1" MIN. COV COVERS TO GRADE 3. All Installation and construction techniques shall conforn to the state and local codes pertaining to on-site wastewater systems and 3. ZONE HAVE Two RELEASE VALVES, RADIUS the permit for the Site. 4. RETURN LINES TO BE CONNECTED TO A COMMON RETURN LINE RETUEACHRN ES EC i RAM INSERT DRIP TUBING COVER SHALL - RIGID FOAM 4. If site conditions are determined to require the installation of the system to deviate from the design plans, all work shall stop and the designer and inspector shall be notified. Any ongoing work shall be the sole responsibility of the contractor. Brno WITH 1/2" MIN ADAPTERVALVE -�{ 12' CONSIST OF Y MIN CLEAN TICAL SUPPLY & SAND AND REMAINDER TO BE LOAN & SEED INSULATION RIGID FOAM INSULATION I (TYP) pvc FI RETURN LINES S. Drip tubing may be installed with a vibratory plow, a static plow, a narrow trencher (< 6" wide), by hand trenching, or by scarifying INSERTED UNDER COVER 1/2' FLEX PVC ADAPT INSULATED (PER FINISH GRADE (ELEV. =7.75*) the surface and bedding the drip tubing in dean sand meeting the requirements for fill material in the state Code. For sand fill TUBING Can CLIMATE systems, cover consisting of 2" of the same sand and then topsoil meeting the approved depth requirement shall be provided. AIT RELEASE CHECK VALVE 4' LENGTH DRIP NOTES) " 6. TVI drip tubing is to be installed parallel to the contour. VALVES I NEEDED FOR OW) DRIP TUBING 3 MIN COVER RETAINING 7. Air release valves shall be placed below the ground surface In an Insulated valve box but at an elevation above the highest drip Fine 14ULTBILE ZONE LOOPI D _ WALLOR �=` in that particular zone. SYSTEM ONLY EQUAL ": `s 8. Vegetative Cover must be replaced for Installations where it is removed or buried during installation. TYPICAL DRIP LOOP CONNECTION ---- - - r------ -.��-------------•___T_� ExLSHNG GwhDE _ ..: • _ -__IiEsP aElED) (NOT TO SCALE) 9. All cutting of rigid pvc pipe, flexible pvc, and drip tubing of size 2" or smaller shall be accomplished with pipe cutters. No sawing is :..' ', .. ;; ' .• •: allowed. RETURN MANIFOLD ' S' MIN, MAIN SUPPLY & SOIL HORIZONS A & B To BE REMOVED AND REPLACED 10. All rigid PVC pipe, flexible PVC pipe and drip tubing shall have the ends covered with duct tape after cutting to prevent construction PVC PRIMED TREADED CONNECTION WITH I WITH OFAN SAND MEETING niE REQUIREMENTS FOR . COMMON debris from enterithe 1 P pe' SUPPLY MANIFOLD AND GLUED TEFLON TAPE LINES LOCATID 1 FILL MATERIAL IN THE SPATE CODE . . 11. Prior to gluing, all joints shall be Inspected for and cleared of any debris. All joints shall be cleaned and primed with pvc primer prior to being glued. / / BELOW FROST LINE •._ . E HWT . •. tr PVC _ 1REETURN LOCATED / ABOVE DRIP TUBING 12. All PVC pipe and fittings shall be sch 40. \ PLD( PIPE oRm TO ALLOW DRAINAGE 13. Whenever possible, all force mains shall be tested for leaks prior to being back- filled by pressurizing the system and observing for \ 1n. I" RETURN TUBING leakage. 1" SUPPLY \ RETURN) ADAPTER FITTING BARBED RAM 14. The hydraulic unit shall be placed on top of the septic/treatment tank, pump chamber, or on a bed of 4" - 6" thick 3/4" gravel In a (W) I/z• SUPPLY I PVC FIP INSERT FITTING PERC-RITE FIELD location within 30' of the pump. CONNECTIONING DRIP TUBING (NOT TO KALE) 15. p my yd d, daylight is required. If standingwater is a problem In the vicinity of the hydraulic un' a screened drain to d TYPICAL MANIFOLD CONNECTION Note: AB PorrRLlo components shallbe obmLmHd TO FLEXIBLE PVC PIPE (NOT TO SCALE) 16. Elodridan t0 provide separate circuits for the pump and controls/alarm, or as required try state and local Codes. Com Oakson, Inc, Gloucester, MA., 976-282-1322 PERC-RITE DRIP TUBING 17. All conduit entering the control panel shall be sealed at both ends to prevent condensation or gases inside the panel. FLOWMETER COLD CLIMATE NOTES: 1. All attempts should be made to place the hydraulic unit in a location with an open southern exposure for warming purposes. SUPPLY VALVE 2. All pipes entering and leaving the hydraulic unit shall elbow vertically down 90 degrees to a depth below the frost fine prior to DISC FILTERS extending away from the unit hnrizontally. 3. The supply and return lines shall be installed below the frost line. When this is not possible, rigid foam insulation (min 1" thick) FiE1D FLLHs1 VALVE shall be placed over those pipes that are above the frost line. HOUSE HYDRAULIC 4. The vertical sections of pipe that travel through the frost zone and connect the supply and return lines to the manifolds shall be a e 1 I/2" TIC TANITY RETURN TO SEPTIC TANK uNrr Insulated sdh 40 pvc pipe. Insulation shall consist of foam pipe wrap insulation and 1" rigid foam insulation strips made Into a box. o (0.5% MIN. SLOPE) (see insulation detaiq FLUSH RETURN FROM HU 5. Foil wrap insulation shall be placed over the supply/retum manifolds and bop connectors so that at least 1' of Insulation extends S BOTTOM 7. TUBING ELEV. 7.12 _ each direction beyond the fittings. (see insulation detail) BACKFLUSH VALVE ZONE SUPPLY ZONE 1 6. Air release valve enclosures shall be insulated with bagged Styrofoam peanuts, foil wrap insulation, and rigid foam insulation Inside 1• COMMON - 5.50' SEPARATION the lid. (see insulation Betel) RETURN SEPTICTANK/ TREATMENTTANK PUMP COMMON RETURN (5' MIN. REQUIRED) 7. All loops connecting drip runs shall be slightly elevated (minimum 1" - 2') so that they drain Into the drip tubing after the pump 11/2' SUPPLY FROM CHAMBER shuts off. It is the contractor's responsibility to ensure that these loos p Stay elevated during and after the loops are backfilled. 1^ ZONE SUPPLIES PUMP CHAMBER SUPPLY TO "GROUND WATER ELEV. 8. Dense vegetative cover is to be established over the supply trendy return trench, manifolds, and drip tubing prior to the first HYDRAULIC UNI 1.6 NAVD 1988 exposure to freezing temperatures. If vegetation cannot be established then the entire drip dispersal field Is to be covered with a "DESIGN GROUND WATER ELEVATION PER thick layer (minimum 67 of mulch, straw/hay, Or frost blanket Until such turf covert is established. YARMOUTH HEALTH DEPARTMENT FOR THIS 9. Vegetation height over the drip dispersal area should be a minimum of 4' - 6" throughout the winter months.PERC-RITE HYDRAULIC UNIT (15 GPM) TYPICAL SYSTEM HYDRAULIC PROFILE PROJECT AREA IS ELEVATION 2.5 NGVD29(NOT WHICH BY VERTCON CONVERSION EQUALS TO SCALE)(Nor ) 1.62 NAVDSB. NOTE: THE DRIP TUBING SHALL BE THE LOWEST POINT TO ALLOW FOR DRAINAGE FROM BOTH THE GREEN VALVE BOX COVER VALVE BOX INSERTED VERTICAL INSULATED SUPPLY AND RETURN PIPES RETURN MANIFOLD FOIL WRAP INSULATION SHALL 0.7=-►� ZONE DETAIL AT FINISHED GRADE THROUGH 7" HOE IN FOIL WRAP INSULATION SUPPLY MANIFOLD BE INSTALLEEDDOVER VERTUBING W' PIPING 1b BE In' PIPING TO 6E LOCATED ABOVE DRIP (PER COLD CLIMATE NOTES) ABOVE TUBING TO ALLOW THE i� 1 ' r I i " SCALE T'a20' FOIL WRAP INSULATION SHALL BE INSTALLED OVER TUBING MANIFOLDS AND ���� BENEATH X 2' FOIL LOCATED DRIP MANIFOLD TO DRAIN t 7 ! i I € COLD CLIMATE NOTES) 2' WRAP TLOING TO ALLOW THE . ; . PRESSURIZED .. , ' j = TOTAL LINEAR FEET OF (PER INSULATION LAID FIAT MANIFOLD TO DRAIN • , DRIP TUBING DRIP TUBING: 500' VERTICALINSULATED AIR RELEASE RIGIDINSULATION BOX " RETURN PIPE, ..�VALVES (PER COLD CLIMATE TUBING SPACING: 1.70't ARO PIES ALL LATERALS SLOPE DOWNILL TO DRIP NOTES) FINISH GRADE ' M jj I , j I , .:' N N O.C. TUBING FOR SELF DRAINAGE i r kV I• PVC RIGID COMMON RETURN PIPE (j ' i , f ` t € TUBING DEPTH: 0.5' BELOW FROST LINE i ' FF ! I ? !• 1" PVC ZONE SUPPLY PIPE' In" PVC RIGID ! j j i s i i # TOP VIEW BELOW FROST LINE'. SUPPLY - DRIP TUBING 1n" PVC FLEX f € ; j LINES AIR RELEASE RIGID FRAM INSULATION BALL VALVE INSTALLATION DEPTH 6" MIN CHECK VALVE FOR MULTIPLE AS PER DESIGN ` i 1 1 VALVESMANIFOLDS VALVE BOX INSERTED AND LATERALS ZONE SYSTEMS ONLY 19.4' THROUGH 7" HE IN BEN EATH FOIL WRAP FORCE MAIN INSTALLATION BALL VALVE R FOIL WRAP INSULATION INSlAATION DEPTH TO BE BELOW THE FROST LINE .3" AIR RELEASE STANDARD DRIP SYSTEM (SIDE FEED MANIFOLD) RETURN VALVE (TYPICAL) FOIL WRAP INSULATION SHALL BEINSTA FUNISHED GRADE (NOT TO SCALE) LINES ABOVE MAANIFOLDSAED AROUNDND LLAATERALS (PER COLD CLIMATE NOTES) STYROFOAM PEANUTS IN BAG INSTALLATION INSTRUCTIONS: 1. Measure the distance from The bottom of the tank to 6" down from the top d the CLEAN 1/4" -1n" CRUSHED STONE SUPPLY AND RETURN LINES BELOW LRosr ZONE (rrP a'� riser. Cut the extension pipe (by others) to the length necessary to reach this INSULATE LINES WITH RIGID height Cut half of the pipe down 12" to 18" away from the top of the pipe for a Detail A FLEXIBLE FOAM OR RUBBER FOAM BOARD WHEN PROPER FROST DEPTHBE pump discharge pipe and attach to riser. (see detail A) coNraoL UNIT PANEL PIPE WRAP INSULATION Aa EVED.N� 2. Glue the extension Coupling (by others) to the extension pipe and to the cool guide. MOUNTED IN AN EXTERNALLY AROUND VERTICAL PIPES 3. for reuse of existing concrete pump chambers: glue an the cool guide Flat cap and 1z"-18^ ACESSIBLE LOCATION RIGID INSULATION BOX place the cool guide firmly In the bottom Of the tank. Attach the extension t0 the D=THE DAILY DESIGN ROW FOR THE SITE AROUND VERTICAL PIPES riser with the anchors as shown. FIYDRAULIC UNIT ', CROSS SECTION 4. FOT USe In n1eVl ODnQete pomp chambers: andhOr the flat Cap t0 the bofxom � the SOH BD 11NI0N RTGID FOAM INSULATIONtank rNDR in the proper location to hold the cool guide and extension. The cap may or FLOAT TREE NO WEEP HOE DUrTTO PANEL INSULATION DETAIL GATE VALVE TO BE DRILLED may trot be glued te the device. Attach the extension wlh the anchors as saovvn. BY CONTRACTOR (Nor TO scALE) 5. Place the pipe dope on the Cool guide adapter threads and thread them into the JUNCTION sox u, # 1351 pump discharge. -ll Hu 1- 6. _ Attach cooling collar to adapter with set screw provided. CHECK VALVE SUPPLY LINE FLUSH RETURN To _ ; _ ; - , r�iFll=1 .11 . - rsTE �o -F 7. Glue Pipe into flow collar and with pump attached, lower into the guide tube. ADAPTER ATTAOI BELOW FROST OR SEPTIC - _ c ; - - - - _ ; stNITARhFN 8. Attach to discharge pipe, valves, and Conned electrical and specified. COOLING COLLAR AS PER INSULATED h NATE i +U D I V DISR/RBED!! 6" GRAVEL RTICAL PIPE TO BE , TO HU +a+.Ea??�tY 71`��f✓;�1 INSULATED 1-1n" SCH 40 EXTENSION COUPLING COLLAR (BY I y1=ll;Il��l�Il B' OF STATIC LIFT TO HU (MAX) PROPOSTO DKELL bW & ON-SITE ALARM +�+�h�1 OTHERS) I WATERTIGHT t�+air on SEAL �� �+, SEIYAGE TREWHENT AAD SYSTEW I .DISPOSAL PVC COIIPLTNG j I PEAK ENA 9 E -► ZONE 2 SUPPLY INLETS INSERT MOTHERS) I D/2 t"��1: ' PUMP DISCHARGE TO HU F EN + Prepared for.- Derek Johnson ROW >•� �s FLOW 0 o"e SEE INSERTT 000000 20.16• r r+ DRIP ENABLE FLOAT ELEVATION Location. 37 Moss Road, Yarmouth, A , SCH40PVC ' rl�hlt".1h r GUIDE AND A�h= LOCATION h1AP Not to Scale � s QN LOCUS Ra h COQ RD.� MOSS RD. �aa' gyp. meq• NANTUCKET Ci SOUND ASSR'S. MAP 14, PARCEL 114 L.C.P.', 14426G, LOT 59 TECHNICAL NOTES: 1. ALL COVERS AND INSPECTION/ACCESS PORTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED (OR SHALL BE BUILT TO GRADE AS REQUIRED BY OAKSON INC.) 2. COVERS BROUGHT TO FINAL GRADE SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS. 3. ALL TANKS SHALL BE INSTALLED ON A LEVEL, STABLE BASE (MIN.6" STONE BASE) 4. MAINTAIN A MAXIMUM OF 36" COVER OVER ALL SYSTEM COMPONENTS. ALL COMPONENTS SHALL CONFORM TO SPECIFICATIONS CONTAINED IN 310 CMR 15.00. 5. NO GARBAGE GRINDER ALLOWED WITH THIS DESIGN. PROPOSED TOP OF FIRST FLOOR EL. = 12.2 INV.EL 6.65 GENERAL NOTES: 1. SYSTEM IS DESIGNED IN ACCORDANCE WITH "COMMONWEALTH OF MASS., DEPT. OF ENVIRONMENTAL PROTECTION, 310 CMR 15.00; THE STATE ENVIRONMENTAL CODE, TITLE 5: STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE AND EXPANSION OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS" AND THE TOWN OF YARMOUTH REGULATIONS. 2. NO WELLS OR WATER SUPPLIES ARE KNOWN TO EXIST WITHIN 100 FEET OF THE PROPOSED SOIL ABSORPTION SYSTEM. ALL WELLS KNOWN TO EXIST WITHIN 150 FT. OF THE SYSTEM ARE SHOWN. 3. PRIOR TO BACKFILLING COMPLETED SYSTEM, NOTIFY THE ENGINEER AND THE HEALTH DEPARTMENT FOR INSPECTION. PROVIDE 24 HOURS (MIN.) NOTICE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 5. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH. 6. AREA SERVED BY TOWN WATER. CONSTRUCTION NOTES• 1. LIMITS OF CONSTRUCTION AND/OR GRADING TO BE AS SHOWN ON PLAN AND SHALL BE VISIBLY MARKED, PRIOR TO, AND DURING CONSTRUCTION. 2. FABRIC SILTFENCE TO BE SECURELY STAKED IN PLACE PRIOR TO CONSTRUCTION AND SHALL REMAIN IN PLACE UN77L DISTURBED AREAS HAVE BEEN REVEGETATED. J. DISTURBED AREAS SHALL BE STABILIZED AND REVEGETATED AS SOON AS PRACTICABLE UPON COMPLETION OF GRADING. 4. ALL EXCESS EXCAVATED MATERIAL SHALL BE STOCKPILED OUTSIDE THE 100' BUFFER AND SHALL BE REMOVED FROM 774E SITE UPON COMPLE77ON OF CONSTRUCTION. 5. GUTTERS AND DOWNSPOUTS CONNECTED TO DRYWELLS, OR CRUSHED STONE ® ROOF DRIPLINE, TO BE U77UZED TO CONTAIN ROOF RUN-OFF. 6. PROPOSED DRIVEWAY SHALL BE CONSTRUCTED OF PERMEABLE MATERIAL. ANY ADDITIONAL WORK BEYOND THE SCOPE OF THAT WHICH IS SHOWN HEREON WILL REQUIRE CONSERVATION COMMISSION APPROVAL. TYPIC4L SYSTEtLl PROFILE NOT TO SCALE 19'± 21 " DIA. COVER 11 'f TO WITHIN 6 IN. OF FINISH GRADE 2+f MIN. p �p 2 2 COVER 2' 3 2' q 2 io h N 1'1 b 6.27 FLOW LINE 1 MONOLITHIC TANK H10 1500 3CO� 21 ODA COVER TO GRADE TO WITHIN 6 /N. OF FINISH GRADE SITS' PLAIN 1"= 30' DATUdf N.4 VV 88 19.24' 4�--� MOSS ROAD L=15.00' CUT & CAP R=109.25' EXISTING 7 / APPROX. / VIEW i EASEMENT 100' FROM / / A EDGE OF WETLAND /. V /. 41.71'__- _ ` \ y6 . F a"'cjY t^ --- V.1E�R TH 1 i PROPOSED j F F DWELLING 2 I I `YQ DE LIMIT OF WORK/ / / 7 FABRIC SILT FENCE / .�- - 'Lot 59 23,909 S.F.f ALTERNATIVE / 0.55 Ac.t BENCHMARK / TOP OF SURVEYOR'S SPIKE EL.= 4.85 (NAVD 1988) BUOYANCY CALCULATIONS: 1500 -GAL SEPTIC TANK HYDRAULIC BUOYANCY FORCE OF DISPLACED WATER. TO 10.17' x 6.08' x 0' x 62.4 LB/CF = 0 LBS. UPWARD FORCE UNIT WEIGHT OF TANK: = 11,833 LBS. DOWNWARD FORCE "ED40 1 1 SHEET 2 WFIGHT OF SOIL•FUON�ppUp 10.17' x 6.08' x 0.75' x T10 LB/CF 5.101 LBS. DOWNWARD FORCE j j DISPERSAL = 16,934 LBS. NET DOWNWARD FORCE 6.02 DETAILS) 2000 -GAL PUMP CHAMBER GALLON CAPACITY BUOYANCY FORCE OF DISPLACED WATER: SEP77C TANK IM! EL 12.83' x 6.83' x 0.22' x 62.4 LB/CF = 1,203 LBS. UPWARD FORCE (WATER TIGHT REINF. CONC.) 5.98 WEIGHT OF TANK: = 11,833 LBS. DOWNWARD FORCE .. .. .. .. • .. .. .. .. OF SOIL' WEIGHT I 12.83' x 6.83' x 0.96' x 110 LB/CF = 9.254 LBS. DOWNWARD FORCE ALL TEES SHALL BE CAST = 19,884 LBS. NET DOWNWARD FORCE IRON OR SCHED.40 P.V.C. PROPOSED PUMP CHAMBER EMERGENCY STORAGE CAPACITY, PIPE. PROVIDE GAS BAFFLE 2000 -GAL. HID MONO PUMP CHAMBER AND EFFLUENT FILTER ON 2000 -GAL. HID MONOLITHIC PUMP CHAMBER 48"-16 16"=16" OUTLET TEE. SHALL BE UTILIZED. INSTALL ON A LEVEL, 16"x41 7GAI ANCH=667 GAL TEST HOLE' DATA DATE OF TEST HOLES: 4/17/2019 NO WATER ENCOUNTERED INSP. BY: D. QUINN (R&W), AMY VONHONE (HEALTH DEPT) ^i ,SIB. jL EDGE OF WETS O JIL 11L AL .4k AL LSCSF mgk ZONE AE EL. 11 GROUND WATER ENCOUNTERED AT 50' STABLE BASE. (MIN. 6' STONE BASE) 660 GAL REQUIRED; 667 GAL PROVIDED (SEE SHT 2 FOR FLOAT M7AILS) (� ""� z �"- .W DESIGN GROUND WATER ELEVATION PER YARMOUTH HEALTH DEPARTMENT FOR THIS PROJECT AREA IS ELEVATION 2.5 NGVD29 WHICH BY VERTCON CONVERSION EQUALS 1.62 NAVD88. No.2 DEPTH SOIL SOIL ELEVATION (IN.) HORIZON TEXTURE (FT.) No.1 FILL DEPTH (IN.) SOIL HORIZON SOIL TEXTURE ELEVATION (FT.) 0-48 FILL 12 - 17 4.6-0.6 48 - 60 Ab SANDY LOAM 0.6 - -0.4 60 - 72 Bb SANDY LOAM -0.4 - -1.4 72 - 120 C MEDIUM To COARSE SAND -1.4 - -5.4 GROUND WATER ENCOUNTERED AT 50' STABLE BASE. (MIN. 6' STONE BASE) 660 GAL REQUIRED; 667 GAL PROVIDED (SEE SHT 2 FOR FLOAT M7AILS) (� ""� z �"- .W DESIGN GROUND WATER ELEVATION PER YARMOUTH HEALTH DEPARTMENT FOR THIS PROJECT AREA IS ELEVATION 2.5 NGVD29 WHICH BY VERTCON CONVERSION EQUALS 1.62 NAVD88. No.2 DEPTH SOIL SOIL ELEVATION (IN.) HORIZON TEXTURE (FT.) 0-e FILL DEPTH (IN.) 4.3-3.6 8 - 12 E MEDIUM SAND 3.6 - 3.3 12 - 17 Ab LOAMY SAND 3.3-2.9 17 - 27 Bb LOAMY SAND 2.9-2.1 27 - 80 L'1 MEDIUM TO COARSE SAND 2.1--2.4 80 - 120 C2 VERYFINE E -2.4--5.7 GROUND WATER ENCOUNTERED AT 36' BOTTOM OF PERC AT 39" (<2MIN./IN.) GROUND WATER ENCOUNTERED AT 60" L�! m No.3 > ; DEPTH (IN.) SOIL HORIZON SOIL TEXTURE ELEVATION (FT.) 0 - 12 A LOAMY SAND 6.0 - 5.0 12 - 30 B LOAMY SAND 5.0 - 3.5 30 -84 CCOARSESAND MEDIUM 7U- m BOTTOM OF PERC AT 39" (<2MIN./IN.) GROUND WATER ENCOUNTERED AT 60" L�! m i > ; `S N x G Uj C1f •. i .� I CD UNDERGROUND U77LITY Q U {J EXIS77NG CONTOUR -6- m ANDREW P. GROVER # 1351 7/25/2°11 EXCAVATE FOR V AROUND ABSORPTION SYSTEM AS REQUIRED TO REMOVE ALL SOIL ABOVE THE (C1 TH2, C TH3) MEDIUM TO COARSE SAND LAYER. INSTALL PROPOSED 40 MIL POLYETHYLENE IMPERVIOUS CONTAINMENT WALL BREAKOUT BARRIER ALONG EDGE T.O. WALL EL. = 8.0 OF EXCAVATION TOP OF BARRIE CEDAR X V O S.OARAGE (SLAB) AL AIL ,IIB DESIGN DATA: ( R ELEV.= 7.22, BOTTOM OF BARRIER ELEV. = 3.22). BACK FILL WITH MATERIALS MEETING THE SPECIFICATIONS OF 310 CMR 0 15.255 (3) AND (6). NOTIFY ENGINEER AND HEALTH AGENT FOR INSPECTION OF EXCAVATION PRIOR 1 TO BACK FILLING. PROVIDE ...........10,5' 24-HOUR (MIN.) NOTICE FOR INSPECTION. NOTE: AS PER D.E.P. CERTIFICATION FOR GENERAL USE PERC-RITE DRIP DISPERSAL SYSTEM REO REVISED 11/ 3/ 016) SECTION II, r #19 THE SYSTEM DOES NOT w REQUIRE A FIVE FOOT OVER DIG AS INDICATED AT 310 CMR 15.255(5). - EXISTING SEPTIC TANK, DBOX, & LEACH FIELD TO BE PUMPED DRY AND REMOVED, ALONG WITH ANY -- CONTAMINATED SOIL WITHIN 5' OF THE WITH PCLEANSSAND. SAS'REPLACE i8 INSTALL 500 LINEAR FEET --- SHED OF PERC-RITE DRIP `110 � DISPERSAL TUBING WITH 1.7' ON -CENTER SPACING AT ELEVATION = 7.12 (G.W. 0 ELEV. 1.62; B EXISTING D DWELLING 5.50' SEPARATION FN TO BE PROVIDED, 5' MIN. a REMOVED REQUIRED). PROVIDE 6" - MINIMUM COVER OVER 150' FROM TUBING (ALLOWED BY ,/-WETLAND OF D.E.P. CERTIFICATION FOR WETLAND BENCHMARK GENERAL USE PERC-RITE 1, TOP OF DRIP DISPERSAL SYSTEM STONE BOUND 3/15/2007, REVISED EL.= 7.18 11/23/2016 SECTION II, (NAVD 1988) #2) PROPOSED FINAL GRADE ABOVE TUBING=7.75± NUMBER OF BEDROOMS PROPOSED: 6 ESTIMATED DAILY EFFLUENT: 660 G.P.D. TOTAL LEACHING AREA AS PROPOSED: BOTTOM AREA: 902 S.F. LEACHING CAPACITY AS PROPOSED: (EFFLUENT LOADING RATE = 0.74 GPD/SF BOTTOM: 900 x 0.74 = 667 G.P.D. r TOTAL = 667 G.P.D. Yarmouth Health Department I�J� � � AUG 00019 Name Date ,_ �^ HEALTH DEPT. PROPOSED DTYELLING �c ON-SITE' SEXACE TREATffZAfF 14ND DISPOSAL SYSTEff Prelvared for.- Derek Johnson Location.• 37 floss Road, Yarmouth, ./1714 Ryder & Filcox, Inc., P. L' & P.L.S. 3 Oiddiah Hill Rd. P.O. Box 439 Scale: 1' =30 ' So. Orleans, MA., 02662 Drawn by AFC Tel ('508) 255-8312 Date - 5/30/201.9 Fax.(508) 240-2306 - LE'GE'ND ImPERC-RITE DRIP DISPERAL FIELD (PROP.) -W- WATER SERVICE (PROP.) -U- UNDERGROUND U77LITY SERVICE (PROP.) TEST HOLE LOC47ION --6-- EXIS77NG CONTOUR -6- PROPOSED CONTOUR 2000 -GAL. HIO MONO Eo O PUMP CHAMBER W/ PERC-RITE HYDRUALIC UNIT 1500 -GAL HIO MONO SEPTIC TANK Yarmouth Health Department I�J� � � AUG 00019 Name Date ,_ �^ HEALTH DEPT. PROPOSED DTYELLING �c ON-SITE' SEXACE TREATffZAfF 14ND DISPOSAL SYSTEff Prelvared for.- Derek Johnson Location.• 37 floss Road, Yarmouth, ./1714 Ryder & Filcox, Inc., P. L' & P.L.S. 3 Oiddiah Hill Rd. P.O. Box 439 Scale: 1' =30 ' So. Orleans, MA., 02662 Drawn by AFC Tel ('508) 255-8312 Date - 5/30/201.9 Fax.(508) 240-2306 - GENERAL CONSTRUCTION NOTES: NOTES: NOTE: 1/2" SUPPLY & RETURN MANIFOLD 1. ALL RIGID AND FLEXIBLE PVC ARE TO BE LOCATED ABOVE THE DRIP LINE ALL DRIP LOOPS ARE TO BE LOCATED 2" ABOVE THE DRIP LINE TO LOCATED ABOVE DRIP TUBING TO PERC-RITE DRIP TUBING 1. The System Shall not b2 Installed In Wet Or frOZBO SOILS. TO ALLOW THE PIPES TO DRAIN. ALLOW FOR THE LOOPS TO DRAIN. ALLOW MANIFOLDS TO DRAIN 2. Do not park, drive large equipment, or store materials on the dispersal area. No activity should occur on the dispersal area other 2. THE AIR RELEASE VALVES SHALL BE PLACED AT THE HIGHEST POINT ON AIR RELEASE VALVES WITH (CUSTOM CONFIGURATION) than the minimum required to install the stem. req 6Y THE SUPPLY AND RETURN LINE FOR EACH ZONE. 1" MIN. COVERS TO GRADE 3. All Installation and construction techniques shall conform to the state and local codes pertaining to on-site wastewater systems and 3. EACH ZONE TO HAVE TWO AIR RELEASE VALVES. RADIUS DRIP TUBING COVER SHALL RIGID FOAM the permit for the site. 4. RETURN LINES TO BE CONNECTED TO A COMMON RETURN LINE RAM INSERT CONSIST OF 2" MIN CLEAN INSULATION 4. If site conditions are determined torerequire the installation of the stem to deviate from the design plans, all work shall stop q g p P immediately and the designer and inspector shall be notified. Any ongoing work shall be the sole responsibility of the contractor. VALVE BOX WITH 1/2" MIN ADAPTER 12 (TY ERTICAL SUPPLY & RETURN LINES SAND AND REMAINDER TO BE LOAM &SEED S. Drip tubing may be installed with a vibratory plow, a static plow, a narrow trencher (< 6" wide), by hand trenching, or by scarifying RIGID FOAM INSULATION INSERTED UNDER COVER PVC RP 1/2" FLEX PVC ADAPTER INSULATED (PER FINISH GRADE (ELEV. =7.75*) the surface and bedding the drip tubing in dean sand meeting the requirements for fill material in the state code. For sand fill TUBING COLD CLIMATE systems, cover consisting of 2" of the same sand and then topsoil meeting the approved depth requirement shall be provided. AIR RELEASE CHECK VALVE 4' LENGTH DRIP NOTES) MIN COVER BOULDER 6. All driptubing IS t0 be Installed g parallel to the contour. VALVES I NEEDED FOR (TVP) DRIP TUBING Looe 3 RETAINING OR 7. Air release valves shall be placed below the ground surface in an insulated valve box but at an elevation above the highest drip line MULTIPLE ZONE I D QUA in that particular zone. SYSTEM ONLY TYPICAL DRIP LOOP CONNECTION TF_SPEc[F1E0 S ) 8. Vegetative cover must be replace d for installations where it is removed or buried during installation. EXISTING GRADE ; 9. All cutting of rigid pvc pipe, Flexible pvc, and drip tubing of size 2" or smaller shall be accomplished with pipe cutters. No sawing is RETURN (NOT TO SCALE) • 5' MIN allowed. MANIFOLD . MAIN SUPPLY & AND RO SOIL HORIZONS A &BTO BE REMOVED AND REPLACED 10. All rigid PVC pipe, Flexible PVC pipe and drip tubing shall have the ends covered with duct tape after cutting to prevent construction PVC PRIMED TREADED CONNECTION WITH COMMON RETURN WITH CLEAN SAND MEETING THE REED FILL MATERIAL IN THE STATE CODE 1 debris from enteringthe I pipe. SUPPLY MANIFOLD AND GLUED TEFLON TAPE LINES LOCATED 1/2" PVC FLEX 11. Prior to gluing, all joints shall be inspected for and cleared of any debris. All joints shall be cleaned and primed with pvc primer �rs.J BELOW FROST LINE = , Erb .. , RETURN LOCATED prior to being glued. / / ABOVE DRIP TUBING 12. All PVC pipe and fittings shall be s6 40. \ FLEX PIPE DRIP TO ALLOW DRAINAGE 13. Whenever possible, all force mains shall be tested for leaks prior to being back- filled by pressurizing the system and observing for \ 112" 1RN CrYP) TUBING leakage. 1" SUPPLY \ RETURN ADAPTER FITTING BARBED RAM 14. The hydraulic unit shall be placed on top of the septic/treatment tank, pump chamber, or on a bed of 4" - 6" thick 3/4" gravel in a (Typ) 1/2" SUPPLY PVC FIP INSERT FITTING PERC-RITE FIELD location within 30' of the pump. CONNECTIONING DRIP TUBING (NOT TO SCALE) 15. If standing water is a problem in the vicinity of the hydraulic unit, a screened drain to daylight is required. TYPICAL MANIFOLD CONNECTION Nate: All Perc-Rite components shall be obtained TO FLEXIBLE PVC PIPE (NOT TO SCALE) 16. Electrician to provide separate circuits for the pump and controls/alarm, or as required by state and local codes. from oakson, inq Gloucester, MA., 978 2Bz-L3zz PERC-RITE DRIP TUBING 17. All conduit entering the control panel shall be sealed at both ends to prevent condensation or gases inside the panel. FLOWMETER COLD CLIMATE NOTES: 1. All attempts should be made to place the hydraulic unit in a location with an open southern exposure for warming purposes. SUPPLY VALVE DISC FILTERS 2. All pipes entering and leaving the hydraulic unit shall elbow vertically dawn 90 degrees to a depth below the frost line prior to extending away from the unit horizontally. FIELD FLUSH VALVE 3. The supply and return lines shall be installed below the frost line. When this Is not possible, rigid foam insulation (min 1" thick) HYDRAULIC shall be placed over those pipes that are above the frost line. a 1 1/2" GRAVITY RETURN HOUSE UNIT 4. The vertical sections of pipe that travel through the frost zone and conned the supply and return lines to the manifolds shall be a TO SEPTIC TANK insulated sch 40 pvc pipe. Insulation shall consist of foam pipe wrap insulation and 1" rigid foam insulation strips made into a box. o (0.5"/" MIN. SLOPE) (see Insulation detail) FLUSH RETURN FROM HU BOTTOM OF TUBING 5. Foil wrap Insulation shall be placed over the supply/return manifolds and loop connectors so that at least 1' of insulation extends S ZONE SUPPLY ZONE 1 ELEV. = 7.12 each direction beyond the fittings. (see Insulation detail) BACKFLUSH VALVE 6. Air release valve enclosures shall be insulated with bagged Styrofoam peanuts, foil wrap insulation, and rigid foam insulation inside 1" COMMON SEPTIC TANK / 5.50' SEPARATION the lid. (see insulation detail) RETURN TREATMENT TANK PUMP COMMON RETURN (5' MIN. REQUIRED) 7. All loops connecting drip runs shall be slightly elevated (minimum 1" - 2") so that they drain Into the drip tubing after the pump 11/2" SUPPLY FROM 1" ZONE SUPPLIES CHAMBER **GROUND WATER ELEV. shuts off. It is the contractor's responsibility to ensure that these loops stay elevated during and after the loops are backfilled. PUMP CHAMBER SUPPLY To = 1.62 NAVD 1985 B. Dense vegetative cover is to be established over the supply trench, return trench, manifolds, and drip tubing prior to the first HYDRAULIC UNIT **DESIGN GROUND WATER ELEVATION PER exposure to freezing temperatures. If vegetation cannot be established then the entire drip dispersal field Is to be Covered with a YARMOUTH HEALTH DEPARTMENT FOR THIS thick layer (minimum 6") of mulch, straw/hay, or frost blanket until such turf cover is established. PERC-RITE HYDRAULIC UNIT (15 GPM) TYPICAL SYSTEM HYDRAULIC PROFILE PROJECT AREA IS ELEVATION 2.5 NGVD29 9. Vegetation height over the drip dispersal area should be a minimum of 4" - 6" throughout the winter months. WHICH BY VERTCON CONVERSION EQUALS (NOT TO SCALE) (NOT TO SCALE) 1.62 NAVO86. NOTE: THE DRIP TUBING SHALL BE THE LOWEST'. GREEN VALVE BOX COVER VALVE BOX INSERTED POINT TO ALLOW FOR DRAINAGE FROM BOTH THE AT FINISHED GRADE THROUGH HOLE IN VERTICAL INSULATED SUPPLY AND RETURN PIPES RETURN MANIFOLD FOIL WRAP INSULATION SHALL I - 020.7 =-►I ZONE DETAIL FOIL WRAP INSULATION I/2' PIPING TO BE SUPPLY MANIFOLD BE INSTALLED OVER TUBING LOCATED ABOVE DRIP 1/2' PIPING TO BE (PER COLD CLIMATE NOTES) TUBING TO ALLOW THE r SCALE T'=20' i n r'Z i) t' i r T g fl (. FOIL WRAP INSULATION SHALL BE INSTALLED OVER TUBING MANIFOLDS AND LATERALS BENEATH 2' X 2' FOIL WRAP LOCATED ABOVE DRIP 1 t - i j (PER COLD CLIMATE NOTES INSULATION LAID FLAT TUBING TO ALLOW THE , MANIFOLD TO DRAIN � ; PRESSURIZED c e i r j TOTAL LINEAR FEET OF MANIFOLD TO DRAINDRIP TUBING s" �'�, • • f ; ! - I I I I I i i r i % DRIP TUBING: 500' se „ , , „' VERTICAL INSULATED' ' ATR RELEASE . '' r RETURN PIPE ' ' T I t r ' I i 7 ' 1 / I I RIGID INSULATION BOX 6f .-t.-a' ALL LATERALS SLOPE . VALVES '"" n i i # r t i TUBING SPACING: 1.70't AROUND VERTICAL P[PES DOWNILL TO DRIP TUBING .(PER COLD CLIMATE • , �'+ ) O.C. C'4 FOR SELF DRAINAGE NOTES FINISH GRADE M i #( l COMMON RETURN PIPE i O •- ? i / 7 f r` TUBING DEPTH: 0.5' 1/2" PVC RIGID BELOW FROST LINE TOP VIEW 1" PVC ZONE SUPPLY PIPE 112" PVL RIGID r I # I i E € (i SUPPLY BELOW FROST LINE DRIP TUBING 1/2" PVC FLEX i ` # J j LINES 4/ f! f f 1 ATR RELEASE RIGID FOAM INSULATION BALL VALVE INSTALLATION DEPTH 6" MIN CHECK VALVE FOR MULTIPLE i - i-�'ii �'1 �-% VALVE BOX INSERTED VALVA MANIFOLDS AND LATERALS AS PER DESIGN ZONE SYSTEMS ONLY / 19.4' '�. THROUGH 7" HOLE IN BENEATH FOIL WRAP FORCE MAIN INSTALLATION 4 /[` FOIL WRAP INSULATION INSULATION DEPTH TO BE BELOW THE FROST LINE BALL VALVE '.3' \ AIR RELEASE FINISHED GRADE VALVE (TYPICAL) FOIL WRAP INSULATION SHALL BE STANDARD DRIP SYSTEM (SIDE FEED MANIFOLD) RETURN INSTALLED AROUND VALVE Box & STYROFOAM PEANUTS (NOT TO SCALE) LINES ABOVE MANIFOLDS AND LATERALS IN BAG (PER COLD CLIMATE NOTES) INSTALLATION INSTRUCTIONS: SUPPLY AND RETURN LINES CLEAN 1/4° - 1/2"CRUSHED STONE BELOW FROST ZONE (TVP 1. Measure the distance from the bottom of the tank to 6" down from the to of the p i INSULATE LINES WITH RIGID ID riser. Cut the extension pipe (by Others) t0 the length necessary t0 reach this Detail A FLEXIBLE FOAM OR RUBBER _ FOAM BOARD WHEN PROPER height. Cut half of Ura pipe down: 12" t0 18" away from the top Of the pipe fora PIPE WRAP INSULATION FROST DEPTH CANNOT BE pump discharge pipe and attach t0 riser. (See detail A) CONTROL UNIT PANEL AROUND VERTICAL PIPES ACHIEVED. 2. Glue the extension coupling (by others) to the extension pipe and to the cool guide. MOUNTED IN AN EXTERNALLY 3. For reuse of existing concrete pump chambers: glue on the cool guide flat cap and 12" 16" ACESSIBLE LOCATION RIGID INSULATION Box place the cool guide firmly In the bottom Of the tank. Attach the extension t0 the D=THE DAILY DESIGN FLOW FOR THE SITE AROUND VERTICAL PIPES riser with the anchors as shown. HYDRAULIC UNIT CROSS SECTION 4. For use in new concrete pump chambers: anchor the Flat cap to the bottom of the SCH 80 UNION NO WEEP HOLE RIGID FOAM INSULATION CONDUIT TO PANEL INSULATION DETAIL tank in theproper location to hold the cool guide and extension. The cap may Or FLOAT TREE 9 p Y GATE VALVE TO BE DRILLED BY CONTRACTOR may not be glued to the device. Attach the extension with the anchors as shown. i (NOT TO SCALE) S. Place the pipe dope on the cool guide adapter threads and thread them into the JUNCTION BOX HU pump discharge. 6. CHECK VALVE SUPPLY LINE Attach coaling collar to adapter with set screw provided. FLUSH RETURN ro 7. Glue pipe into flow collar and with pump attached, lower into the guide tube. ADAPTER ATTACH BELOW FROST OR SEPTIC TANK S. Attach to discharge pipe, valves, and connect electrical and specified. AS PER INSULATED ,1 _ COOLING COLLAR U D RB@D _u_u_u QDIEOTMEDI/_ 6" GRAVEL PE TO BE NOTE 1 1 I I TO Hu 1,11E�?r11: -11_,,,,,_11 ll_I! INSULATED I I I_ 1'111=11 I1_Ii EXTENSION 1-1/2" SCH 40 EXTENSION COLLAR(BY I B' of STATIC LIFT TO HU (MAX) �II_II�II�Ii�II PROPOSED 17WELLIM & ON-SITE' COUPLING ALARM 1=I1%11=1h �' WATERTIGHT DTMER� I I 1=1+=a=n -llllli�ll - FLUSH RETURN ter, -IiR SEWAGE TREATiilENT AND DISPOSAL SYSTElil D12 SEAL 1 11 11,4 _ _ ZONE 1 SUPPLY PVC COUPLING I I PEAK EN E 1 IHV I Y11-11 -► ZONE 2 SUPPLY PUMP DISCHARGE TO HU INLETS INSERT (BY OTHERS) D/2 =n N 11 M. RTP ENA ;� ._... ...__,.. _ _...., __..__. .,.._. .. _... , Pre�7ared tor. Derek C ✓ rTohinson __ OFF ,1�1�9 1+%` FLOW )•� _ -*111N FLOW o0 oa ooe SEE INSERT 20T �11-,11cN,011 ` DRIP ENABLE FLOAT ELEVATION `� OF Mql YrJ-' s Location: 37 floss Road )� ,I Yarmouth, ff, 0 0 o % SCH 40 PVC 1B tttt 11%1--i E11,111111,t '� yG ANDREW r COOL GUIDE AND N%��t=11 x11=0 P I Ryder & Kilicar, Mo., P.E. do P.L.S. OPTIONAL PUMP I ' %11=11 m GROVER d. 3 Giddiah Hill R FLAT CAP ANCHOR BOLT r 3D' MAXIMUM DISTANCE # 13Si P. O. box 439 Date - 5/30/2019 cool Guloe THROUGH END O P�/STERE Patent No. 6,262,689 CAP A So. Orleans, ,%9.,02662 s4NITAFIF� Tel. (508) 255-8312 Slit. 2 of 2 PERC-RITE HYDRAULIC UNIT (15 GPM) TYPICAL PUMP TANK & HYDRAULIC UNIT DETAIL Fax.(508) 240-2306 (NOT TO SCALE) (NOT TO SCALE) 7 Z5 Z0101 Job No. 12183 19.24' PROPOSED 49a- 2� CONTAINMENT WALL SITE PLAN `-,�• �\T,l T.O. WALL EL. = 8.0 41.71' sEMENT 3Q y�,, DATUM MOSS A% NfiYD 88 a.�.: ...� <.•...•.,.::•. -.. CEDAR ROAD L=15.00'LR TH 1 4- - H2 R=109.25, •. . �( �D / ': �=iY4.::«°K�.�,.•:4 r,YY;j.,. ti.._i\ GARAGE D (P 1 L�43.7 8 911 ' a:..=•: <• •:. •, ; .; :._... 5.0 OISPER h " ` :PROPOS, ;:'.'` (SLAB] FIELDIVIEW No.1 FILL DEPTH (IN.) ci SOIL TEXTURE APPROX. L64 FILL 1 4.6-0.8 48 - 60 w ~ -- SANDY LOAM EASEMENT 60 - 72 Bb EXISTING SEPTIC TANK, DBOX, & 100FROM�P / OPOSED ` _ --- --� ' LEACH FIELD TO BE PUMPED DRY EDGE OF ���'/'�/ / �j,, / Z 6Bt? l DWELLING ® i� - _'� AND REMOVED, ALONG WITH ANY WETLAND / / F.F, E- 1 3 FEET L CONTAMINATED SOIL WITHIN 5' OF 1.5 FEET /•' / 12.2 1 i �p w'• THE PROPOSED SAS. REPLACE / ' / / --__, '- _ oz �� WITH CLEAN SAND. DECK .�„-, 0 o d0 8 / •/ / f=. I i i LB 1; -SHED PROPOSED , � ' ^) ' ♦ BOTTOM .75 M E L.= 5 r / r 7 EXISTING / i 1 SB FN D DWELLING TO BE LIMIT OF WORK/ / FABRIC SILT FENCE r .�- -")Lot 59 "'i' / •�_ REMOVED 23,909 S.F..k 0.55 Ac.f EDA _ 1 50 FROM BENCHMARK ALTERNATIVE / ,. �rEDGE OF TOP OF BENCHMARK r/ WETLAND STONE BOUND TOP OF SURVEYOR'S 162.00,EXISTING �''� , EL.= 7.18 (NAVD 1988) SPIKE EL.= 4.85 - BRIDGE PROPOSED PLANTING AREA (NAVD 1988) EDGE OF WE7jD 1,580 S.F.f AL AL (SEE PLANTING DETAIL) � AL AL LSCSF AL ZONE AE JL LL'GL'rVl EL. 11 JL AL AL PERC-RILE DRIP DlSPERAL HELD (PROP.) W- WATER SERVICE (PROP.) AIL -U_ UNDERGROUND UTILITY SERVICE (PROP.) TEST HOLE LOCATION - -6- - EXISTING CONTOUR - S - PROPOSED CONTOUR 2000 -GAL. HID MONO 10001 PUMP CHAMBER W/ PERC-R17E HPDR ALIC UN? C 1500 -GAL. HID MONO r SLpTIC TANK LB - LEACHING 13ASIN-6'0 X 2.5' WITH STONE ALL AROUND (SEE SCHEDULE) WORK MUST N ORM TO ALL TOWN B LA S REGULATIONS TE'S'T ROLL' PAFA ARMouTri TITER DEPT WAT DATE OF TEST HOLES: 4/17/2019 NO WATER ENCOUNTERED INSP. BY: D. QUINN (R&W), AMY VONHONE (HEALTH DEPT) IGROUND WATER ENCOUNTERED AT 50' No.2 DEPTH SOIL SOIL ELEVATION (IN.) HORIZON TEXTURE (FT.) No.1 FILL DEPTH (IN.) SOIL HORIZON SOIL TEXTURE ELEVATION (FT.) o-48 FILL 1 4.6-0.8 48 - 60 Ab SANDY LOAM 0.6 --0.4 60 - 72 Bb SANDY LOAM -0.4 - -1.4 72 - 120 C-1.4 COARSE SMD - -5.4 - IGROUND WATER ENCOUNTERED AT 50' No.2 DEPTH SOIL SOIL ELEVATION (IN.) HORIZON TEXTURE (FT.) 0 - 8 FILL DEPTH (IN.) 4.3- 3.6 8 - 12 E MEDIUM SAND 3.6 - 3.3 12 - 17 Ab LOAMY SAND 3.3-2.9 17 - 27 Bb LOAMY SAND 2.9-2.1 27 - 80 C1 COMEDIUM TO ARSE SAND 2.1--2.4 80 - 120 C2 RY SAND E 3 FEET GROUND WATER ENCOUNTERED AT 36' LEACHING BASIN SCHEDULE No.3 DEPTH (IN.) STONE SOIL TEXTURE ELEVATION (FT.) EFFECTIVE THICKNESS N0. DIAMETER DEPTH (MIN. ALL LOAMY SAND 5.0-3.5 30 - 84 AROUND) LEI 6 FEET 1.5 FEET 3 FEET L82* 6 FEET 1.5 FEET 3 FEET LP -3 6 FEET 1.5 FEET 3 FEET LB4 6 FEET 1.5 FEET 1 FEET ORATED H2O BOTTOM OF PERC AT 39- (<2MIN./IN.) GROUND WATER ENCOUNTERED AT 60' LO(^ATION .df.4P Not to Scale QLOCUS NANTUCKET SOUND ASSR'S. MAP 14, PARCEL 114 L.C.P. 14426G, LOT 59 PLANTING DETAIL 35 . , BUFF£ CEDA LEGEND BEARBERRY 2 GAL. MIN. 5' O.C. SHORE JUNIPER 2 GAL. MIN. 5' O.C. CONSTRUCTION NOTES:• 1. LIMITS OF CONSTRUCTION AND/OR GRADING TO BE AS SHOWN ON PLAN AND SHALL BE VISIBLY MARKED, PRIOR TO, AND DURING CONSTRUCTION. 2. FABRIC SILTFENCE TO BE SECURELY STAKED IN PLACE PRIOR TO CONSTRUCTION AND SHALL REMAIN IN PLACE UNTIL DISTURBED AREAS HAVE BEEN REVEGETATED. J. DISTURBED AREAS SHALL BE STABILIZED AND REVEGETATED AS SOON AS PRACTICABLE UPON COMPL E77ON OF GRADING. 4. ALL EXCESS EXCAVATED MATERIAL SHALL BE STOCKPILED OUTSIDE THE 100' BUFFER AND SHALL BE REMOVED FROM THE SI7E UPON COMPLETION OF CONSTRUCTION. 5. GUTTERS AND DOWNSPOUTS CONNECTED TO DRYWELLS, OR CRUSHED STONE ® ROOF DRIPLINE, TO BE UTILIZED TO, CONTAIN ROOF RUN-OFF. 6. PROPOSED DRIVEWAY SHALL BE CONSTRUCTED OF PERMEABLE MATERML. ANY ADDITIONAL WORK BEYOND THE SCOPE OF THAT WHICH IS SHOWN HEREON WILL REQUIRE "CONSERVATION COMMISSION APPROVAL. SITE' PLAY N PROPOSTO D#'T& jv Prepared for.- Derek Johnson OF Ile 1. Location: 37 .hfoss Road, Yarmouth, AAI o� STEPHANIE 5�\^ SE J. Ryder & Wilcox, Inc., P.E. & P.L.S. CIVIL ' 3 Giddiah Hill Rd. No. 37213 Scale: 1"=30' o �� P.O. Box 439 o�� S oNA OIRTERS' aSo. Orleans, ffA., 02662 awn by / Tel. (508) 255-8312 Date - 5/1/2019 Fax. (508) 24- 02306 Rev. - 5/31/2019 ('grading, planting) Rev. - 6/18/2019 (Limit of work) Job No. 1,283 No.3 DEPTH (IN.) SOIL HORIZON SOIL TEXTURE ELEVATION (FT.) 0 - 12 ,A LOAMY SAND 6.0 - 5.0 12 - 30 B LOAMY SAND 5.0-3.5 30 - 84 L RILUIUM OU SAND 3.5COARSE BOTTOM OF PERC AT 39- (<2MIN./IN.) GROUND WATER ENCOUNTERED AT 60' LO(^ATION .df.4P Not to Scale QLOCUS NANTUCKET SOUND ASSR'S. MAP 14, PARCEL 114 L.C.P. 14426G, LOT 59 PLANTING DETAIL 35 . , BUFF£ CEDA LEGEND BEARBERRY 2 GAL. MIN. 5' O.C. SHORE JUNIPER 2 GAL. MIN. 5' O.C. CONSTRUCTION NOTES:• 1. LIMITS OF CONSTRUCTION AND/OR GRADING TO BE AS SHOWN ON PLAN AND SHALL BE VISIBLY MARKED, PRIOR TO, AND DURING CONSTRUCTION. 2. FABRIC SILTFENCE TO BE SECURELY STAKED IN PLACE PRIOR TO CONSTRUCTION AND SHALL REMAIN IN PLACE UNTIL DISTURBED AREAS HAVE BEEN REVEGETATED. J. DISTURBED AREAS SHALL BE STABILIZED AND REVEGETATED AS SOON AS PRACTICABLE UPON COMPL E77ON OF GRADING. 4. ALL EXCESS EXCAVATED MATERIAL SHALL BE STOCKPILED OUTSIDE THE 100' BUFFER AND SHALL BE REMOVED FROM THE SI7E UPON COMPLETION OF CONSTRUCTION. 5. GUTTERS AND DOWNSPOUTS CONNECTED TO DRYWELLS, OR CRUSHED STONE ® ROOF DRIPLINE, TO BE UTILIZED TO, CONTAIN ROOF RUN-OFF. 6. PROPOSED DRIVEWAY SHALL BE CONSTRUCTED OF PERMEABLE MATERML. ANY ADDITIONAL WORK BEYOND THE SCOPE OF THAT WHICH IS SHOWN HEREON WILL REQUIRE "CONSERVATION COMMISSION APPROVAL. SITE' PLAY N PROPOSTO D#'T& jv Prepared for.- Derek Johnson OF Ile 1. Location: 37 .hfoss Road, Yarmouth, AAI o� STEPHANIE 5�\^ SE J. Ryder & Wilcox, Inc., P.E. & P.L.S. CIVIL ' 3 Giddiah Hill Rd. No. 37213 Scale: 1"=30' o �� P.O. Box 439 o�� S oNA OIRTERS' aSo. Orleans, ffA., 02662 awn by / Tel. (508) 255-8312 Date - 5/1/2019 Fax. (508) 24- 02306 Rev. - 5/31/2019 ('grading, planting) Rev. - 6/18/2019 (Limit of work) Job No. 1,283 SHEET INDEX PLAN ARCHITECTURAL: MANUFACTURER Al FRONT ELEVATION GLO SHEARWALL SHEET A2 EXTERIOR ELEVATIONS G1.1 STRUCTURAL DETAILS A3 FOUNDATION PLAN G1.2 STRUCTURAL DETAILS A4 1ST FLOOR PLAN A5 2ND FLOOR PLAN < A6 ROOFPLAN A] I ST FLOOR FRAMING PLAN ELECTRICAL: A8 2ND FLOOR & ROOF FRAMING PLAN El BSMT ELECTRICAL PLANS A9 BUILDING SECTIONS E2 1 ST FLR ELECTRICAL PLANS A 10 BUILDING SECTIONS & DETAILS El 2ND FLR ELECTRICAL PLANS GENERAL DESIGN INFO. ❑ 140 MPH EXPOSURE "C" WIND ZONE HVAC AREA 1ST FLOOR 1838 SO FT HVAC AREA 2ND FLOOR 1806 SO FT HVAC AREA TOTAL 3644 SQ FT REAR DECKS 1336 SO FT 5FC0hrFl00p&olrH90 , WINDOW SCHEDULE PLAN QTY. I MANUFACTURER DESCRIPTION MODEL DESIGN PROTECTION NOTES: NUMBER U < PRESSURE N9 15 ANDERSEN 400 SERIES DOUBLE HUNG TW2452 DP 30 13 TEMPERED RESTRICTERS NEEDED r2 8 ANDERSEN 400 SERIES DOUBLE HUNG TR'1852 DP 30 8 TEMPERED yg 3 ANDERSEN 400 SERIES AWNING AXW281 DP 30 3 TEMPERED r2 Iraq 13 ANDERSEN DOOUBLE IES TW2852 DP 30 MUDROOM by 4 ANDERSEN 400 SERIES DOUBLE HUNG TW2846 DP 30 p3 Iqo 4 ANDERSEN 400 SERIES DOUBLE HUNG TW2836 DP 30 MUDROOM nvp 2 ANDERSEN 400 SERIES AW251 DP 30 r9 1 ANDERSEN FIBERGLASS DOOR ANVNING O� Q FAMILY ROOM yg 3 ANDERSEN 400 SERIES TW2440 DP 30 2 TEMPERED r5 1 ANDERSEN FIBERGLASS DOOR DOUBLE 1-IUNG # # HALL 92 EXTERIOR .DOOR SCHEDULE PLAN NUMBER QTY. MANUFACTURER DESCRIPTION MODELS ESIGN PROTECTION LOCATION z � U < PRESSURE SMOOTH STAR SMOOTH STAR rl I THERMA-THRU FIBERGLASS DOOR FIBERGLASS 3'-0"x6'-8" CD i ENTRY FOYER WP24"WIDE SIDELIGHTS r2 ] THERMA-THRU SMOOTH STAR SMOOTH STAR MUDROOM FIBERGLASS DOOR FIBERGLASS 3'-0"x6-8" W� p3 ] THERMA-THRU SMOOTH STAR SMOOTH STAR MUDROOM 9 �O FIBERGLASS DOOR FIBERGLASS 3'-0"x6'-8" O r9 1 ANDERSEN FIBERGLASS DOOR FWG 10068-4 O� Q FAMILY ROOM 400 SERIES z r�� r5 1 ANDERSEN FIBERGLASS DOOR FHG 3168 # # HALL 92 400 SERIES W r6 1 ANDERSEN FIBERGLASS DOOR FWG12068-4 �O DINING ROOM O � 400 SERIES i .y- GF.PIulvL . .� EL. I I I I I I I I I I I I I I II I I I I I I II I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I I r-- — — — — — — — — — — —' --—— — — — —— ——————— Lr—LT————— — — — — ——————— —— --------- — —'- -— L --I— — —— --- _L — -- — _ -- -- — — — -- --— � 2 3 A 3 I NI NI PIO NG P FRONT ELEVATION 1 SCALE: 1/4" = l'-011 Mr,10F �0MON5 FIN15H ��ZP: 1, JAME5NA01V':AK 91%1,F5 2. AEC49CTURPL kTKI,f ROOF 54UE5 3._Js6PV000p30AR05 4, 16 FVC NJINOOW 061%5, ?/12" PVC 511 5, I6 FVC OOOR CA51NG5 6, PVC NU'J& F055, M[,U5V5 & R1,I115 7. r,L FLWVOOt7 NAIUSO f0 CONCt M FOUNOA110N WAIU GtOp 5101NG 8, PJ UMINUM 'K' SfYIE GUfTURS W/ 4" OGNNSFOUfS 9. I el 7 FVC FANFUS W/ I" FVC SCO IA MO 71NG 10, ASK H ,; 5f CaLEC110N (9,A9 6FTY) MAP5 W/ FVC RIV5 II PVr I ArnrF TOWN OF YA(MOii T H REVIEWED FOR III I;_DINS AND ZONING CODE COMPLI- ANCE. ERRORS OR Orr I'ISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF' BUILT' COIAPLIANCE. DATE: ' ?o BUILDING OFF IAL FILE Copy A CERTIFIED AS BUILT IS REC'.IIRED BEFORE FINAL INSPECTION HIDDEN ELE SCALE: 1/4" = 1'-0" TIO z 00 O U eA..�O z � U < } fl CD i II e--1 >v W� 9 �O O O� Q z r�� n V1� # # W �O O � Kul � C3 �O O � O N, co =o O� N O , ei S � M � z O s -y, PM: 2019-05-20 1=ufrpinp n n/AflnNSguc5 4 I rra n_ SNINGI,US 'NPIt KOOP SNINGLNS 7AP475 ,A51NG5, W/ 2" PVC 511.1, ING5 PA�LU5Q5 & FAl�5 EP fO CONCP,�1E POUNJA11,1 WP [THIHP 5121% r 09E) W/ 41, DOM51`01f5 fl,5 W/ I" PVC 5COnA M01 P1% ,rUON (VIt AD TW5Vdl PVC R15PP5 ; TECAN C01,UMN5 104",'SP SUcORv F100? ISA :col a Floor: Foa FI�srF ooe �PnF�Ic� Y FIKfi FLOOF ROUCN f.0. FPM F10or zoFf Uv. i I I I I I I I I I I I I I --------- — — — — — — — J — — — — - — — — — — — -- — — — — — — — - — — — — —� -- - - - - - - 2 Alo j)- RIGHT ELEVATION SCALE: 1/4" - 1'-0" n 1 ■ Fm W6 t� �T I i I I I I I I IG I — — — L--'——————————————— L — — — — — — — — — - — — — — — — — --—-- — ----— --—� 2 A10 A10 RIGHT ELEVATION JI�I■�11�:��1!?�� �111�®711111t'� N 1 W4 1111 III \W4 �.;>� i vtv;<. ;y/ i Yi" ✓\; `�':> Y,':r';> 1 ;v.Y :y .Y a :? � �.>'.� `.y y'.+ � __ y �y > I I I I 1 I I I I I I 1 I I I I I I I 1 I 10 6 10 I F— — - J — —7L — — — — — — — L -T — — — L - — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — —� L— — — — — L — — — _._ — — — — L — —I — — — — i — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —1 — — — — — — — — — — — — — — — — — — — — -- Z All P10 6 I0 P;I Pll n REAR ELEVATION �, � SCALE: 1/4" = 1'-0" MOLDING PROFILES III for flashing —Molding "A" `Molding "B" Molding "C" LDING "AI' MOLDING 111311 1 RERFFOR ING 1 9„ CRO 1 MOLDING "C" a L FRONT VIEWI SIDE VIEW A2.4 SCALE: 1'-0"=1 1/2' WINDOW HEADER DETAIL 5Fcow FFoop ro H a FIF5ffc0GKIvmictt ii FI".Sf F100P P0,6N f.0. FDM ROT72HILY Ul s II' -G" N � z _ Q Q d s V 0 1 II 7t W� �OO O� # # x iii ���••• Q O � o0 �p N '- �o V 1 CO m CO p O 0 O S�i �O Sv � M � — N # # z O_ 5 3 PMT 2019-05-20 i IN5%1, A5 ff ANG NGT�5 5IMP50H 2x6 p f C Op AQUA,) 51Li, VOWN A1" U5 OF 15f 1000p 5V? rl�L ANCHOP 001,15 PANFL5 W/ 26-16J NAIL5, pf?OVIPF I W/ 51MP50N #0195 11 2" MIDI; CONC W61� P15fma IN A.I, A1" 2` 11 O;C P�MlNG �5F5 APP FXTP\A 2x 51"UP IF F URW EQUAL) 9 -0' POUFW CONC, WAII,, 3500 P51 OUNPKION 12' -0� �) #4 pVi? W/ IN 12" 0F TOP 0F WALE FIOOP ZONA 4. FI, I' -0� 'OOn VW W/ IN 6" FIN, R\V & 5W o FIN 'RAPU SLAB a — 4 p SI,, 81-011 5" POUTP CONC ALLOW FOp C 2) # 4 I?�PAp AT MIP N%N1 5I -M, 4000 p51, WAN51ON JOIN1 •� • LUPE WIPE MF5N ANP VAp01? PAPTIF? UNPFp ,a �A5FMFNf CONCRETE 5W A5 pFP COPS • OFF PoffOM 5062,E PoffoM OF FOOTING 20 x10 CONI". C 3) # 5 PTPAp W/ IN FOOU, W/ CON1", KAY 3� -q" OFF PoffOM TYPICAL 10" FOUNDATION WALL �'Y--GI?OUNP &I, 5th 1, IN FOUNPA10N KI,5 pit? COPPr-��_, SCALE: NONE NOWPOWN 5TM I,0CArION5 ON fHI5 FI AN MV M PUMP W/ MCUF PV\50N& PffOI\� I1\15IAU, ON & APT 51PJFCf T FIN& 5T?UCTUPA. MINUING WALL LEGEND LOW FOUNDATION WALL z 10" x 4'-0" CONC. WALL o ON 20" X 10" FTG. 10" x 8'-0" CONC. WALL © 10" SONO TUB FILLED a (min. 48" below finished grade) ri � 1' V V1yL1"111V1N 1 1--d1AlN SCALE: 1/4" = 1'-0" CIO z U Ca o cn a O W� W o� z� Z\ W X 00 kc� Q0 co o0 O =o �N ®O o� �o S s � M N # # Z O 17At; 2019-05-20 a� ' v z "T,O a Q U z 0 I rTl � O O 0 � ►'y z T V � -A # # rTj x �O M � O O V 1 O N � v � V 1 N V 1 � �o S � M - N # Z O i 14 PM: 2019-05-20 k � WO 1 SECOND FLOOR PLAN 1 SCALE: 1/4" =1'-0" //f a� � 16'-0" Oq „ W 0 a w 49'-011 U 11'-0" fl 1.11 l l l 11 01 '11 '0"l -p ' ' -ICS'l 8 W �{ 0 g „'''7 g. O O Wg Q p wi 3 Tn V 1 � � Wx I i � Ail O� 1�MPN�D � ® 0 00 �^ —�-- 2 � V 1 � 3 a e� ei S � i _ N Ago wo z I I ti' i i s _ry PM: 2019-05-06 I iV i I I I I n I la' SINJ>�Y 61- �lo I I I I Ne 2W5 W W7 Wb Q W9 W5 -All — FFF - All 2 .I ,2.. I= � 2— Mn OFcf7 w -- �-- -. ..,------ I ------ -------- `� 1 - I� _ I i I ---. — PJM[jWN1�R' DKOOMQ05Ef 2fi^ F«� �II 1 I II y ? IiI I fAMP00M III, �jam � I �s IIII X81 2 --t —�— — --fEM—FND =� 2 MA5 RPATH I _ % I A I I n 2 f 13 - hI� '—_ Ix, n I_ _ _ �� I �� I 1 I 1, �� o I 1 DWII KOOM 1 KIfLfEN I I I I =_ - I 1 I 1 - I �"— _ 11 0 15 I _— a �--i 11 0 IF Wb - - -- i II �_. D - - 2. wa I WA I db ��� Wb Wb 2 /// G9ll I ------------------ wi I 2J Nn ilk i - � mtooM ----------- ------------- I --- I VcCK --------- _ 3K1J o t O Q 2 \\ 2.a=. 2 o CV w2D N2 %,, 1fmwrj1 I I 3� 2' -pi 61 111 12"011 31,2211 81-1 ' 13' 9a' 13' 9q' 8' S" 10'-0" 5' 0" 61-0" 16' A In 11 S" 31. 4T-7° 311 21'-0" 01 710, 82'-0" k � WO 1 SECOND FLOOR PLAN 1 SCALE: 1/4" =1'-0" //f a� � z 0 Oq „ W 0 a w Y�i a U fl 0 W �{ O O Wg Q 3 Tn V 1 � � Wx O� � ® 0 00 �^ V1 � V 1 � e� ei S � M _ N z 0 PM: 2019-05-06 ROOF PLAN SCALE: 1/4" = F-0" 1;5, 5 E A 0 NU m z .gip w p., A U O i I I d- �i i O O , O� Q z # # x n qN O qN 00 N - 4- v �t- �O � N co co ® oco , S M � - N # # z O 2 'r G PM: 2019-05-06 l FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" a� cd x t w O O Ov a a „ c• w rx a Q U d O II WW O O WO � # # O �C) C)W O Ko ® co OO \E\O T A v �t- �O N C) V1 O V S s � M N # O 12M- 2019-05-20 SECOND FLOO SCALE: 1/4" = F-011 ING PLAN 2KIO MfFP5 Af 16" OL MUM CMXf A5 ffQT. ROOF FRAMING PLA SCALE: 1/4" = F-011 z OM fl O II W �j O < # # ZN ® �" CC) N. o co �O O _ ® 0 of O PATF: 2019-05-06 Z' CDX UNEP ASPHALf 9HINGLE5, wAfEP & ICE 6APPIEP Aa LAN PITCH P00F5,OFI�P POOF5 3611 FPOM 50FFI1 & VALLEYS ONLY 2x10IZAME 5 Af I6" OL, 20 COLLAP TIES ATI O.C. OL 'TOV F109P TAP IfIGNC _ 90 b� SFCOLtt7FL0OPP0UGN FI°a`FLOOG TALC EICNf 5C01rFLOCKVCU I , MA VA i �. II IIID /SII I II r I ,II , I _ r � 2 POW5 OF -#4M,* NOfE! INCLUDE VAPOP COWNU0115 @ 511 & 1611 _ 6AP9IEP UNDEP CONOPM DOWN FPOM T.D.F. o SLAG A5 PEP CODE 506,25 511 POUTD CONC, 91V ALLOAJ FDP EXPANSION 4000 P51 JOW 10" CCNCPE E WALL V2r2V5 of #4 GAP @ MIDDLE HEIGHT (2) #4 TM W/ IN 211-311 OFF MOM 2011x101' cONf, FOOT NG (%) #5 PEff%P. W/ IN 311,411 OFF GOifOM SECTION SCALE: 1/4" = 1'-0" CDX UNDEP A5PH-lf 5'IINar5, WAV & ICE MEP U LOW PITCH PooF5, Oak — — P091,5 36" FP044 OoFFIf & VA l fY5 OU. F.f vwooD NAILED To, CONCPETE TO DECEIVE 5121\1G 2011d0" CONT, FOOTING SECTION SCALE: 1/4" — 1'-0" CDX UNP' -'P P6M-Kf 5HU5, RIF & ICE 6ATU ALL LOW PITCH POOFS. MF POOF5 36" FPOM 5'EEIf & VAJ,05 ONLY, ---- --- --- 2x10Pr"FTEP5Af16"0,C, -- 2x8 COLLAP1E5, f 16" OL. I L /LIE- - `UCOhinfL00PIfAnFn'lAif COT FLOOP POU U I i 1 F�'SffL00PFEMIiIGN( II I I i I - �EDPOON I II ik F G5f FLOOK POUM j ❑ o I _ o U,, PLYWOOD HALED TO CONC11TE f0 PECEI'dE 51DING lLJ*`tKC�NY.VV/IIV 2"-5" OFF 60TTDA (3) #5 uv Vi/ IN 311.4" OFF �OTTPA N ❑ ❑❑IF EIE ' _ I r � I i I i ❑ '❑ LTE PF 1-11 I iI , , FAM I yP� 1 v MECH DOOMZ t%EDPOOM #4 � 4' PJ7VPNTEK 9f ATWIA6 _PlOi r & w,,L�p OV✓P II 8 TJI FLOOD JOISTS I6" O.C' 2x6 P,f, SILL �Y.ti' � ��❑.:���❑❑��❑❑ ,ti.:C.r _v,. �x❑❑,� V._i.%�_, �;�. � , .� ;. ,: r t __::_r ;t r c c — — — 2 POW5 OF �AP - COMINLIOU5 @ 5" & 16" DCWN RON, f.0 F F,f, PLYWOOD HALED f0 CONC M TO FFCFIVE SIDING NOTE; INCLUDE VA'0P 6ATIEP UNEP CAMS 5IR 1011 CONCPEfE WPCL A5 PEP CODE 506,23 ALLON FOP FXFAN510N 2 POVJS of # 4 VAP JOINT hhIDDLEIGHf (2)#4 VW/IN 211-511 Of 60TTOb1 2011x10" CONT FOOTING ( 3) # 5 FUCK NJ/ IN 311-4" OFF 60fTOM SECTION SCALE: 1/4" = 1'-0" CDX UN17EP A5PHALT 546V`5, 5, WATEP & ICE MPPIEF A.I. I CN PITCH rooG5, Off 12 POoF53611 FPOA150FFIf & U UP6ONLY. -- - _ -_ ❑ 12 a5q I r e�calr FLooP Finn far ❑ 12— I C ❑ J — 1 ..... I I - 1—j— - _ I I 4/All IIIHI"OPENINGIP Af5f�II II ;I1 Ii1II 1 1 ff5f FLOOD WAP IfOf a lz II I J F15f FM ro" fo. FUM FLoon z0M FLFV P,T, FLW/00D RAUr fo CONC M TO F�CF9 SIDING 0 2 P0',5 OF #4 FF z I� o DO'„N RON, T.o COT FLOOP POU U I i 1 F�'SffL00PFEMIiIGN( II I I i I - �EDPOON I II ik F G5f FLOOK POUM j ❑ o I _ o U,, PLYWOOD HALED TO CONC11TE f0 PECEI'dE 51DING lLJ*`tKC�NY.VV/IIV 2"-5" OFF 60TTDA (3) #5 uv Vi/ IN 311.4" OFF �OTTPA N ❑ ❑❑IF EIE ' _ I r � I i I i ❑ '❑ LTE PF 1-11 I iI , , FAM I yP� 1 v MECH DOOMZ t%EDPOOM #4 � 4' PJ7VPNTEK 9f ATWIA6 _PlOi r & w,,L�p OV✓P II 8 TJI FLOOD JOISTS I6" O.C' 2x6 P,f, SILL �Y.ti' � ��❑.:���❑❑��❑❑ ,ti.:C.r _v,. �x❑❑,� V._i.%�_, �;�. � , .� ;. ,: r t __::_r ;t r c c — — — 2 POW5 OF �AP - COMINLIOU5 @ 5" & 16" DCWN RON, f.0 F F,f, PLYWOOD HALED f0 CONC M TO FFCFIVE SIDING NOTE; INCLUDE VA'0P 6ATIEP UNEP CAMS 5IR 1011 CONCPEfE WPCL A5 PEP CODE 506,23 ALLON FOP FXFAN510N 2 POVJS of # 4 VAP JOINT hhIDDLEIGHf (2)#4 VW/IN 211-511 Of 60TTOb1 2011x10" CONT FOOTING ( 3) # 5 FUCK NJ/ IN 311-4" OFF 60fTOM SECTION SCALE: 1/4" = 1'-0" CDX UN17EP A5PHALT 546V`5, 5, WATEP & ICE MPPIEF A.I. I CN PITCH rooG5, Off 12 POoF53611 FPOA150FFIf & U UP6ONLY. -- - _ -_ ❑ 12 a5q I r e�calr FLooP Finn far ❑ 12— I C ❑ J — 1 ..... I I - 1—j— - _ I I 4/All IIIHI"OPENINGIP Af5f�II II ;I1 Ii1II 1 1 ff5f FLOOD WAP IfOf a lz II I J F15f FM ro" fo. FUM FLoon z0M FLFV P,T, FLW/00D RAUr fo CONC M TO F�CF9 SIDING 0 (4)SECTION SCALE: 1/4" = 1'-0" Coll N 2 P0',5 OF #4 FF z CONIINJX: o DO'„N RON, T.o d m Z _ 0" cowkit II1'r'J L x@ h11DGLE I IGHF ALLOW FOP EON ION JCINt 2"-3" GFF BOffO"v1 20"x10"CON.FOOTING (3)#5V4kW/IN OFF POfT0 1M (4)SECTION SCALE: 1/4" = 1'-0" Coll N aj z ,. rn U o M, w� t ¢ d m Z lc�o c\� J 0 II 7t r-+ MM rn O � W N O Q� z S � 7-�� VAWA1� » S� 3 �H# # � W x 0 O 0 CID �O O N L Z - s0 �N `J` O e� S M � — N z O -n; `w M 2019-05-20 mk5rcotimoorraa , i� FIFMOOMAPTA 2' CDX UNDEP PSFNPLT %NGKE5' WATFP & CE mo PLL LOW PITCH POOF5� offr POOF5 56" FPOPU 5OFFI1 & VALLEY5 ONLY. 12 CFII, NG J0155 TO W61N IZ W/ PIDGE OF DOPMEPS i1 12 n2/A -- - - - -- - =_ a 9 o Kf' PLYWOOD NAILFD TO CONCU f0 DECEIVE SIDING SECTION SCALE: 1/4" = V-0" i WIC ' I LJ I MPFOOM 4 31 - PJ7UPJHfEK SHEP,THI J \ q GLUED & NAILED OVEP II `'! _ TJI FLOOP J015f5 1611 2 6 P.1. ILL - — I - 2VOW 5G #4REAP- CONUNUOU5 @ 5" & 16" j DON,M FPOh41OF• L ALLOW FOP EYPPJJ510N JOINF 10" CONCri WALL I I 2POW5OF#4RFAR J-------------- - @MJDDLENEIGHf L --- -— --- (2)#4<rePAP W/IN 20"x10" GONE, FOOTING 2''-3" OFF MOM (3)#5PE6PnW/W 3" 4" OFF F'OTOM OIL coil FLOOR ROUGH FIR5f FI 00R w &64 z' CDX UNDEP P5 I -w SUINGLFS, WAP & ICP 6APPIFP PJ,L LOW PITCH POOF5. OIfP POOF5 36" ROM ,Offl r & WaFY5 ONLY• — — _ I /Al 1 I2 11 _ I I 1 I i � � a UE I _ FIR5IFLOORROUG�1 �. ' v m fo'M F100D z0q iLM Fl Ir -o° 0 O SECTION SCALE: 1/4" = 1'-0" 5Fcow FL00R Ron r I rof5 LOORvp7 U'GN I —_ MUDP C� v1 3o PVI,49K ;RAINING = fJl FLOOP J015f5 16" O'C, 2x6 P..511,1, u N FIFSfF100RFowl 'I - �. l y f _,�: r� �' fO.Fnfhl ��� � 2 POWSOF #4 R6P�P o �� ' CONUNUOUS @ 5 & I6' `�' MAN FPC h41..F ALLOW FOP EYJ M90N 2VOVl'5OF#4ff(E\1 JOINT @ MIDDLE RIGH 10" CONCR7� WALL (2)#4P rXW/IN 2"-3" OFF MTOM (3) # 5 RCS r W/ IN 2011x10" CON. FOOM 31141 OFF 6OTOM SECTION SCALE: 1/4" = F-0" � L u a. / GOM II / �II C. 2 CPX UNnFP A,PAT 5HINGLP5, WAtF\ & ;SEA TNG 111 z CPX UNnPp ASPHALT 5HINGLP5, WATPP & ;� OdEP TNI I I I _ _ — ICF PA;?pIFP ALL LOW PITCH POOP5, OTHPp �1; 2x6�•,51LL O ICP MvPy y ALL LOW PITCH POOP5, OTHPP ICP PAT\IPI? Al LOW PITCH P00F5, OMPA 2 POv"V5 OF �4 KK�P, 5Up-pvgf CONIINUOUS @ 5" & 1611 I? OP 36" PpOM 50PPIT & VMY5 ONLY 0 5 72P�n�,V5 DOWN FPOM f•OF• OF # 4EC AP,E H( I?OOP5 561' FFOM PP ALL Y 50 IT & V � 5 ONLY, PUOW FOP WAM510N JOINT q 10" CONCPTTF btiPLL (2) #4 R6P"P W/ IN 2"-3" OF MTOM 20"x10" COW FOONG (3) # 5 PEC3aP W/ IN 3"-411 OFF FOTOM 5Fcow FL00R Ron r I rof5 LOORvp7 U'GN I —_ MUDP C� v1 3o PVI,49K ;RAINING = fJl FLOOP J015f5 16" O'C, 2x6 P..511,1, u N FIFSfF100RFowl 'I - �. l y f _,�: r� �' fO.Fnfhl ��� � 2 POWSOF #4 R6P�P o �� ' CONUNUOUS @ 5 & I6' `�' MAN FPC h41..F ALLOW FOP EYJ M90N 2VOVl'5OF#4ff(E\1 JOINT @ MIDDLE RIGH 10" CONCR7� WALL (2)#4P rXW/IN 2"-3" OFF MTOM (3) # 5 RCS r W/ IN 2011x10" CON. FOOM 31141 OFF 6OTOM SECTION SCALE: 1/4" = F-0" U � L u a. U �II C. 2 CPX UNnFP A,PAT 5HINGLP5, WAtF\ & ,'� 111 z CPX UNnPp ASPHALT 5HINGLP5, WATPP & ;� I 2 CPX UNM\ A5PHALT 51IN61,F5, WAV & 16 PUC PAF ON Ix8 PVC _ _ — ICF PA;?pIFP ALL LOW PITCH POOP5, OTHPp fl O ICP MvPy y ALL LOW PITCH POOP5, OTHPP ICP PAT\IPI? Al LOW PITCH P00F5, OMPA 5Up-pvgf ai11 I? OP 36" PpOM 50PPIT & VMY5 ONLY 0 5 POOP5 3611 PpOM 50PPIT & VAL05 ONLY, I?OOP5 561' FFOM PP ALL Y 50 IT & V � 5 ONLY, �O 2x10 F5 AT 16" O,C, d 2x10 PPvAFV5 AT 16110,C. O� 2x10 AFTPp5 AT 16" O,C, S >v V 1 W�## Ix8 PVC -, 12 �0 o0 38" PUC CP\OWN ON 1x6 12 12 ., � 12 , ; ALUMINUM nPiP �bGS VVIP5, 12 FLUS l o VFT�p TO Fv 0W 51PIN6 ALUMINUM RIP FM ALUMINUM nplP �ZG } 9 �o ALUMINUM 'K' 5m1� PW �MNn N TOFOFVv�L CO co ®� o� c��� p00 G I(T�PS, i PLAN SII CPX UNbFp ASPHALT r o� - ' M ALUMINUM K STYI P POp LOXON5 2 c" ALUMINUM 'K' STYLP x GUTV5, 5E p00P o C OFW�1 �� 5HIN625, WAlU & ICS PAPI?IFp GUTTPC?5, 5P� FOO PLAN i PLAN POr? o PM: 2019-05-20 >C Al LOW PITCH FOOP5� OMFF POP LOCATIONS LOCATIONS POOP5 3611 F?OM 50PPIT r l� V,05 ONLY, ) Ix8 PVC, P ,� Ix8 PUC, PTn, Ix8 PUC, PTV, ;� = Ix PVC SOFFIT, M, o Ix PVC 50PPIT, PTR 1K PVC SOFFIT, PM o Ix8 PUC, M. IK6 PUC PpIPZUM, Ix6 PUC PC?IPZP,P1b. ( 1x6 PUC FpvU - 1 r WMM TO pFCFIV� �� MTV TO pUIVP � � YP1b,, ?\/WFM TO I\FCPIUPIx � PVC SOFFIT, PTb, ' ; K SHINGLES SHINGLLS } � SNINGLPS � I, I& PUC FFR�Mp 1 TOC�IV� SNINGL�5�=�I TO a I, FAVI b�-rAL AT PANTRY AR�A LOW FOOF FAVI PETAL- 5H�P POPMWF� �AV� P�TAL M� PQML 5CU: I 1/ 2'' - 1'-011 SCALP; I 1/ 211 = 1'-011 5CU: I 1/ 2'' _ I' -011 SCALP; I 1/ 2'' _ 1'-0" U � z _ OQ vo OU u a. U fl O �O ° W N O� S >v V 1 W�## Wx �0 o0 �~co o0 l o N`CO - �o � N CO co ®� o� o M c" z 0 o PM: 2019-05-20 2 CPX JUP ASPHALT SHINGLES, WAff & c Iii � z CI9X JU P, ASPHALT JHINGLP5, WAV& Iii �� CPX UNPFF AJ HAT 5HINGLFS, WAV & ICF CATV ALL LOW PITCH POOPS OTV as ICF 6ATIPP Al LOW PITCH p00P5 OTHSp Q ICP MU ALL KOW PITCH p00P5 OTHPP p00P5 56" From 50PPIT & VEFY5 ONLY p00P5 �6" FFOM 50PPIT & VAIPYS ONLY ___ POOPS �6" From 50PPIT & ALM ONLY 2x10 FT5p5 AT 16" O C 1x3 PVC FAKP ON Ix8 PUC 2x8 COLLA? TIPS AT 16" O�C� 2x10TPp5 AT 16" OC, 50 \Arf u 12 _ 1x8 PVC 12 0 PVC CpOWN ON Ix6 r W o� A.JMINUM nPIP llll ; . �A13np TO F\uIUP 51PIN6 _ FM MNP ALUMINJM PIMP PbGP o o� inn �0 1x8 PVC, Pm. 1x8 PVC, PTP,NJ 2" CI?X JN✓PI? allkf SHINGLPS, WATPP & o oa _ oCO ICP R\P\IFI? Al LOW PITCH POOF5 OTHPp Ix PVC SOPPIT, PfR,- FOOF5 36" FPOM 50PPIT & VA.KPYS ONLY, Ix6 PUC PI;IPZP,PT ., Ix PUC 50FPIT, PTR ALUMINUM RIP PbGS WPM TO FFCPIU� CO 100 O ALUMINUM 'K' STYLP 5HINGLP5 1x6 PVC VV CA51N6 / A`0" �6UTTPI?5, 5E POOP PLAN 7 M � POF LOCATIONS 3� 1x8 Pvc, pm, MF PFTAIL. Al' CONN�CTOP FOOF �AV� b�-'Al� Af 13AY WIN12OW z O Ix PUC SOFFIT, PTn, SCALP; I 1/ 2" --I' -0" SCA.P; I 1/ 211 _ 1'-0'' ' � �" PVC CpOWN ON 1x6 PUC 6PACKPT PM: 2019-05-20 `. CbX UNbPf? ASPHALT SHINGLPS, WAV & WMn 1"0 t;PCPIU� 51nIN6 CPX JNPFF\ ASPHALT SHINGLPS, WATPP & _ ICP PApt?I \ Al LOW PITCH POOPS. OTV P° ICP PAJ?plPt? Al LOW PITCH POOPS OTHSP 12 F00536" From 50PPIT & VALLPYS ONLY p00P5 �6" Nom 50PPIT & VALLPYS ONLY — 2x10 FAFfI?5 AT 16" O,C, 2x6 CPILING J015T5 AT 16" O,C ALUMINUM it nt?IP PnGP `\ ' Al ALUMINUM'K' STYLP I 0TU5, 51�P I;OOP PLAN FOp LOCATIONS �AV� PF -"AIL Af 13AY WINbOW ALUMINUM RIP PnGPA,UMINUM 'K' STYLP GUMPS, 5PP p00P PLAN 38 PVC Cron ONPOp xil LOCATIONS '' - SCALP _ ; I 1 / 2 I -0 12'' FOUNb TAPFFP TUSCAN COLUMNS WF P�TAI� A -r POPCH COLUMN FAVI 12FTAIL AT 2Nb FSIP, PFCK SCALP I 1 / 2'' - P-0" SCALP. 1 1 / 2'' : P-011 a� c z a i as Q n 0 u W 0 o� Wx �0 o0 oCO oO CO 100 O oCO 7 M � z O i Ad PM: 2019-05-20 ELECTRICAL SPECS. 1. DRAWNGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED. REFER TO ARCHITECTURAL PUNS AND ELEVATIONS FOR EXACT LOCATION OF ALL EOUIPMFNT. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR COMPLETE AND ACCEPTABLE WORKING INSTALLATION. 2. ALL WORK SHALL COMPLY WTH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND SHALL COMPLY WTH ALL LOCAL RULES AND ORDINANCES HAVING JURISDICTION. 3. MINIMUM WIRE Siff SHALL BE /12 AWG. UNLESS OIHERWSE NOTED. ALL CONDUCTORS SHALL BE COPPER WITH TIHWN OR THHN INSULATION. 4. ALL MATERIAL SHALL BE NEW AND BEAR THE UNDERWRITERS LABEL (ILL) WHERE APPLICABLE. 5. THE ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REWIRED IN ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE 6. THE ELECTRICAL, TELEPHONE, AND CABLE TELEVISION INSTALLATIONS SHALL MEET ALL REWIREMENTS BY THE LOCAL UTILITY COMPANIES. 7. ALL DISCONNECT SWITCHES SHALL BE RATED FOR 10,000 A.I.C. UNLESS OTHERWISE NOTED. ALL FUSES SHALL BE RATED FOR 100,000 A.I.C. AND SHALL BE CURRENT LIMITING. B. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS. PLASTIC BOXES MAY BE USED IN LIEU OF THE STEEL BOX AS PERMITTED BY LOCAL CODES IN DAMP OR WET LOCATIONS BOXES SHALL BE MADE FROM CAST ALLOY WITH THREADED HUBS SPECIAL ENCLOSURES ARE REWIRED FOR OTHER CLASSIFIED AREAS. 9. SEPARATE WRE AND CONDUIT SYSTEM MAY BE SUBSTITUTED WTH FACTORY FABRICATED ASSEMBLY ON INSULATED CONDUCTORS IN A FLEXIBLE METALLIC ENCLOSURE ('MC' CABLE) WHERE PERMITTED BY LOCAL CODES. PROVIDE BCD ALTERNATE 10. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC WTH OVERLOAD RELAYS IN EACH HOT LEG, IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE ALL STARTERS AS REWIRED BY CODE 11. ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL DISCONNECT SWITCHES, OVER CURRENT PROTECTION, AND WRING FOR THE AIR CONDITIONING SYSTEM AS PER MANUFACTURER RECOMMENDATIONS. CONTROLS ARE TO BE SUPPLIED BY THE AIR COINTONING CONTRACTOR AND CONNECYIED BY THE ELECTRICAL CONTRACTOL 12. ALL EXTERIOR RECEPTACLES SHALL BE WEATHERPROOF AND G.F.I. 13. ALL EXTERIOR DISCONNECT SWITCHES SHALL BE WEATHERPROOF. It ALL SMOKE DETECTORS SHALL BE HARDWIRED TO THE NEAREST BATHROOM OR KITCHEN LIGHTING CIRCUIT (NO G.F.I. CIRCUIT) WTH SATIETY BACK-UP, INTERCONNECTED, AND INTEGRAL WTH AN ALARM SYSTEM. 14, INSTALLATION HEIGHTS UNLESS OTHERWSE NOTED: WALL HUNG TELEPHONE - 56' A.F.F. TELEPHONE JACK - 12' A.F.F. LIGHT SWITCH - 48' AFF. RECEPTACLE - 12' A.F.F. TELEVISION JACK - 12' A.F.F. 15, RECEPTACLES AND/ OR JUNCTION BOXES SHALL NOT BE PLACED IN A BACK TO BACK CONFIGURATION. 16. ALL RECESSED CANS MUST BE IC RATED FIXTURES WITH NO BULB LARGER THAN 75 WATTS. 17. ARCH FAULT PROTECTION SHALL BE PROVIDED IN ALL BEDROOM FIXTURES AND OUTLETS. 18. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. 19. ALL WORK SHALL BE COORDINATED WIN OTHER TRADES TO AVOID INTERFERENCE WIN THE PROGRESS OF CONSTRUCTION. 20. THE ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN (1) YEAR FROM THE DATE OF ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WTHOUT ADDITIONAL CHARGE, AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAZE BEEN DAMAGED THEREBY. 21. CONTRACTOR OPTIONAL ELECTRICAL SERVICE DESIGN REVISIONS MUST BE ACCOMPANIED BY APPROPRIATE PLANS RENEW, CALCULATIONS, RISER DIAGRAMS, ELCETERA. it I II �3 _ - - - j —a —— it i i \ I i — I --- -SII III (I i I I Q JUNCTION BOX® EXHAUST FAN/ LIGHT VENTED TO ELECTRICAL SYMBOLS �Z LEGEND 0. CEILING MOUNTED SINGLE PORCELAIN BULB �U-, Z WALL OR CEILING MOUNTED LIGHT FIXTURE U 220 VOLT RECEPTACLE f AUTOMATIC LIGHT DUPLEX OUTLET AT 12" A.F.F. A EX WALL OR CEILING MOUNTED EXT. LIGHT FIXTURE. DUPLEX OUTLET - HALF SWITCHED AT 12" A.F.F. PC PULL CORD FIXTURE "CH DUPLEX OUTLET AT COUNTER HEIGHT -'i RECESSED LIGHT FIXTURE G.F.I. DUPLEX OUTLET AT COUNTER HEIGHT A 4" APERTURE RECESSED LIGHT FIXTURE G G.F.I. DUPLEX OUTLET AT 12" A.F.F. GFII `'P�❑ VAPOR RESISTANT RECESSED LIGHT FIXTURE 4):Wp WEATHER PROOF DUPLEX OUTLET AT 12" A.F.F. A� EXTERIOR RECESSED LIGHT FIXTURE GFI ® FLOOR QUADRUPLEX RECEPTACLE OUTLET ;-� WALL WASHER ® FLOOR DUPLEX RECEPTACLE OUTLET ® UNDER COUNTER FLUORESCENT FIXTURE �N - CABLE TELEVISION JACK AT 12" A.F.F. SURFACE MOUNTED FLUORESCENT TUBE s TELEPHONE JACK AT 12" A.F.F. 4'L. FLUO LIGHT FIXTURE WALL SWITCH AT 48"A.F.F. W/LENS E COVER FI HEAT DETECTOR 3 -WAY WALL SWITCH AT 48" ATE. � O CEILING FAN WITH LIGHT 4 -WAY WALL SWITCH AT 48" A.F.F. CO CO DETECTOR "gyp 3 -WAY WALL SWITCH W/ DIMMER AT 48" A.F.F. OEF EXHAUST FAN VENTED TO EXTERIOR MOTION DIMMER WALL SWITCH AT 48" A.F.F. ,r DETECTFb SQ PUSH BUTTON WALL SWITCH AT 48" A.F.F. ©D SMOKE DETECTOR FLOOD LIGHTS T^ v1 8 ELECTRIC METER -0 DOOR CHIME BUTTON (LIGHTED) ' 18 ELECTRIC PANEL �( LOW VOLTAGE U/C LIGHTS 6 DOOR CHIME W/ TRANSFORMER c:p DISCONNECT O 2'L. FLUO LIGHT FIXTURE W/LENSECOVER `I l BASEMENT ELECTRICAL PLAN SCALE: 1/4" = 12" �J 03 �Z Q O0 0. o O �U-, Z U fl O L 1E s �Ot � O s z � T^ v1 � Q�N W� � O OYSI V1 O CC V 1 � N N co (� co O ® O � co � 0 7- FS M � z O PAT : 2019-0520 ELECTRICAL SPECS. 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REWIRED FOR COMPLETE AND ACCEPTABLE WORKING INSTALLATION. 2. ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND SHALL COMPLY TWTH ALL LOCAL RULES AND ORDINANCES HAVING JURISDICTION. 3. MINIMUM WIRE Siff SHALL BE 112 AWG. UNLESS OTHERWISE NOTED. ALL CONDUCTORS SHALL BE COPPER WITH THWN OR THHN INSULATION. 4. ALL MATERIAL SHALL BE NEW AND BEAR THE UNDERWRITERS LABEL (U.L) WHERE APPLICABLE. 5. THE ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REWIRED IN ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. 6. THE ELECTRICAL, TELEPHONE, AND CABLE TELEVISION INSTALLATIONS SHALL MEET ALL REQUIREMENTS BY THE LOCAL UTILITY COMPANIES 7. ALL DISCONNECT S'MTCHES SHALL BE RATED FOR 10,000 A.I.C. UNLESS OTHERWISE NOTED. All FUSES SHALL BE RATED FOR 1 W,OGO A.I.C. AND SHALL BE CURRENT UNITING. 8. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS PLASTIC BOXES MAY BE USED IN LIEU OF THE STEEL BOX AS PERMITTED BY LOCAL CODES. W DAMP OR WET LOCATIONS BOXES SHALL BE MADE FROM CAST ALLOY PAIN THREADED HUBS. SPECIAL ENCLOSURES ARE REQUIRED FOR OTHER CLASSIFIED AREAS 9. SEPARATE PARE AND CONDUIT SYSTEM MAY BE SUBSTITUTED WITH FACTORY FABRICATED ASSEMBLY ON INSULATED CONDUCTORS IN A FLEXIBLE METALLIC ENCLOSURE ('MC' CABLE) WHERE PERMITTED BY LOCAL CODES PROVIDE BCD ALTERNATE 10. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC WHH OVERLOAD RELAYS IN EACH HOT LEG IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE ALL STARTERS AS REQUIRED BY CODE 11. ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL DISCONNECT SWATCHES, OVER CURRENT PROTECTION, AND WIRING FOR THE AIR CONDITIONING SYSTEM AS PER MANUFACTURER RECOMMENDATIONS CONTROLS ARE TO BE SUPPLIED BY THE AIR CONDITONING CONTRACTOR AND CONNECYIED BY THE ELECTRICAL CONTRACTOR. 12. ALL EXTERIOR RECEPTACLES SHALL BE WEATHERPROOF AND G.F.I. 13. ALL EXTERIOR DISCONNECT SWITCHES SHALL BE WEATHERPROOF. 14. ALL SMOKE DETECTORS SHALL BE HARDWARED TO THE NEAREST BATHROOM OR KITCHEN LIGHTING CIRCUIT (NO G.F.I. CIRCUIT) WHH BATTERY BACK-UP, INTERCONNECTED, AND INTEGRAL WITH AN ALARM SYSTEM. 14. INSTALLATION HEIGHTS UNLESS OTHERWISE NOTED: WALL HUNG TELEPHONE - 56' A.F.F. TELEPHONE JACK - 12' A.F.F. LIGHT SWITCH - 48' All. RECEPTACLE - 12' A.F.F. TELEVISION JACK - 12' A.F.F. 15, RECEPTACLES AND/ OR JUNCTION BOXES SHALL NOT BE PLACED IN A BACK TO BACK CONFIGURATION. 16. ALL RECESSED CANS MUST BE IC RATED FIXTURES WITH NO BULB LARGER THAN 75 WATTS. 17. ARCH FAULT PROTECTION SHALL BE PROVIDED IN ALL BEDROOM FIXTURES AND OUTLETS 18. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. 19. ALL WORK SHALL BE COORDINATED PATH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 20. THE ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN (1) YEAR FROM THE DATE OF ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WIIHWT ADDITIONAL CHARGE, AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 21. CONTRACTOR OPTIONAL ELECTRICAL SERVICE DESIGN REVISIONS MUST BE ACCOMPANIED BY APPROPRIATE PLANS REVIEW, CALCULATIONS, RISER DIAGRAMS, ETCETERA. 7 Cdl FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4" = 12" ELECTRICAL SYMBOLS LEGEND z B CEILING MOUNTED SINGLE PORCELAIN BULB WALL OR CEILING MOUNTED LIGHT FIXTURE -0 220 VOLT RECEPTACLE AUTOMATIC LIGHT :0-- DUPLEX OUTLET AT 12" A.F.F. A EX WALL OR CEILING MOUNTED EXT. LIGHT FIXTURE. 4 DUPLEX OUTLET- HALF SWITCHED AT 12" A.F.F. PULL CORD FIXTURE "CH DUPLEX OUTLET AT COUNTER HEIGHT C RECESSED LIGHT FIXTURE CH4* G.F.I. DUPLEX OUTLET AT COUNTER HEIGHT 0 V APERTURE RECESSED LIGHT FIXTURE GR0, G.F.I. DUPLEX OUTLET AT 12" A.F.F. yr-❑ VAPOR RESISTANT RECESSED LIGHT FIXTURE AWP WEATHER PROOF DUPLEX OUTLET AT 12" A.F.F. EXTERIOR RECESSED LIGHT FIXTURE In FLOOR QUADRUPLEX RECEPTACLE OUTLET OX WALL WASHER ® FLOOR DUPLEX RECEPTACLE OUTLET ® UNDER COUNTER FLUORESCENT FIXTURE o- CABLE TELEVISION JACK AT I2"A.F.F. SURFACE MOUNTED FLUORESCENT TUBE A � TELEPHONE JACK AT 12" A.F.F. 0 O 4'L. PLUG LIGHT FIXTURE WALL SWITCH AT 48"A.F.F. W/ TENSE COVER H HEAT DETECTOR Q � 3 -WAY WALL SWITCH AT 48" A.F.F. CEILING FAN WITH LIGHT d` 4 -WAY WALL SWITCH AT 48" A.F.F. CO CO DETECTOR '^ra 3 -WAY WALL SWITCH W/DIMMER AT 48" A.F.F. Q LT EXI IAUST FAN VENTED TO EJLTERIOR 4;r MOTION DETECTEb w DIMMER WALL SWITCH AT 48" A.F.F. 'r 3 V 1 � PUSH BUTTON WALL SWITCH AT 48" A.F.F. ® SMOKE DETECTOR FLOOD LIGHTS I ELECTRIC METER -Cl DOOR CHIME BUTTON (LIGHTED) 8 ELECTRICPANEL FLVLOW VOLTAGE U/C LIGHTS 6 DOOR CHIME W/ TRANSFORMER DISC l DISCONNECT 2' L. FLUO LIGHT FIXTURE QJ JUNCTION BOX® O EXHAUST FAN/LIGHT VENTED TG W/LENSECOVER 7 Cdl FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4" = 12" a� z Q idLz= F_ �iLT Q U O A 0 O Q � S 'r 3 V 1 � Wx O O � i �o lh N r� V 1 � In O S s Sv � M � z O i E` PA1F; 2019-05-20 ELECTRICAL SPECS. 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED. REFER TO ARCHITECTURAL PLANS AND ELEYARONS FOR EXACT LOCATION OF All EQUIPMENT. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REWIRED FOR COMPLETE AND ACCEPTABLE WORKING INSTALLATION. 2. ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND SHALL COMPLY WITH ALL LOCAL RULES AND ORDINANCES HAVING JURISDICTION. 3. MINIMUM PARE SIZE SHALL BE /12 AM UNLESS OTHERWISE NOTED. ALL CONDUCTORS SHALL BE COPPER WITH THWN OR THHN INSULATION. 4. ALL MATERIAL SHALL BE NEW AND BEAR THE UNDERWRITERS LABEL (U.L) WHERE APPLICABLE 5. THE ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED N ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE 6. THE ELECTRICAL, TELEPHONE, AND CABLE TELEVISION INSTALLATIONS SHALL MEET ALL REQUIREMENTS BY THE LOCAL UTILITY COMPANIES, 7. ALL DISCONNECT SWITCHES SHALL BE RATED FOR 10,000 A.I.C. UNLESS OTHERWISE NOTED. ALL FUSES SHALL BE RATED FOR 100,000 A.I.C. AND SHALL BE CURRENT UMITNG. & CUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS. PLASTIC BOXES MAY BE USED IN LIEU OF THE STEEL BOX AS PERMITTED BY LOCAL CODES IN DAMP OR WET LOCATIONS BOXES SHALL BE MADE FROM CAST ALLOY WIN THREADED HUBS SPECIAL ENCLOSURES ARE REQUIRED FOR OTHER CLASSIFIED AREAS. 9. SEPARATE WIRE AND CONDUIT SYSTEM MAY BE SUBSTITUTED WITH FACTORY FABRICATED ASSEMBLY ON INSULATED CONDUCTORS IN A FLEXIBLE METAWC ENCLOSURE ('MC' CABLE) WHERE PERMITTED BY LOCAL CODES. PROVIDE BCD ALTERNATE. 10. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC VAIN OVERLOAD RELAYS N EACH HOT LEG. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROVIDE All STARTERS AS REQUIRED BY CODE 11. ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL DISCONNECT SWTCHES, OVER CURRENT PROTECTION, AND WIRING FOR THE AIR CONDITIONING SYSTEM AS PER MANUFACTURER RECOMMENDATIONS CONTROLS ARE TO BE SUPPLED BY THE AIR CONDITONING CONTRACTOR AND CONNECYIED BY THE ELECTRICAL CONTRACTOR. 12. ALL EXTERIOR RECEPTACLES SHALL BE WEATHERPROOF AND G.F.I. 13. ALL EXTERIOR DISCONNECT SWITCHES SHALL BE WEATHERPROOF. 14. ALL SMOKE DETECTORS SHALL BE HARDWIRED TO THE NEAREST BATHROOM OR KITCHEN LIGHTING CIRCUIT (NO G.F.I. CIRCUIT) WITH BATTERY BACK-UP, INTERCONNECTED, AND INTEGRAL WITH AN ALARM SYSTEM. It INSTALLATION HEIGHTS UNLESS OTHERWISE NOTED: WALL HUNG TELEPHONE - 56' A.F.F. TELEPHONE JACK - 12' A.F.F. LIGHT SWTCH - 48' A.F.F. RECEPTACLE - 12' A.F.F. TELEVISION JACK - 12' A.F.F. 15. RECEPTACLES AND/ OR JUNCTION BOXES SHALL NOT BE PLACED IN A BACK TO BACK CONFIGURATION. 16. ALL RECESSED CANS MUST BE IC RATED FIXTURES WITH NO BULB LARGER THAN 75 WATTS. 17. ARCH FAULT PROTECTION SHALL BE PROVIDED IN ALL BEDROOM FIXTURES AND OUTLETS 18. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. 19, ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 20. THE ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN (1) YEAR FROM THE DATE OF ACCEPTANCE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE, AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 21. CONTRACTOR OPTIONAL ELECTRICAL SERVICE DESIGN REVISIONS MUST BE ACCOMPANIED BY APPROPRIATE PLANS RENEW, CALCULATIONS, RISER DIAGRAMS, ETCETERA. SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4" = 12" ELECTRICAL SYMBOLS z LEGEND 0 O B CEILING MOUNTED SINGLE PORCELAIN BULB z U WALL OR CEILING MOUNTED LIGHT FIXTURE - 220 VOLT RECEPTACLE AUTOMATIC LIGHT DUPLEX OUTLET AT 12" A.F.F. A WALL OR CEILING MOUNTED EXT. LIGHT FIXTURE. 4 .DUPLEX OUTLET- HALF SWITCHED AT 12" A.F.F. EX O PULL CORD FIXTURE BCH DUPLEX OUTLET AT COUNTER HEIGHT ,PC _rY4_ RECESSED LIGHT FIXTURErum G.DUPLEX OUTLET AT COUNTER HEIGHT 0 4" APERTURE RECESSED LIGHT FIXTURE G.F.I. DUPLEX OUTLET AT 12" A.F.F. CFI » V P-❑ VAPOR RESISTANT RECESSED LIGHT FIXTURE 4)--9 WEATHER PROOF DUPLEX OUTLET AT 12" A.F.F. O EX EXTERIOR RECESSED LIGHT FIXTURE ER FLOOR QUADRUPLEX RECEPTACLE OUTLET -Ly�- WALL WASHER ® FLOOR DUPLEX RECEPTACLE OUTLET ® UNDER COUNTER FLUORESCENT FIXTURE'LS CABLE TELEVISION JACK AT 12" A.F.F. Q�\ SURFACE MOUNTED FLUORESCENT TUBE TELEPHONE LACK AT 12" A.F.F. 4'L. FLUO LIGHT FIXTURE a+ WALL SWITCH AT 48" A.F.F.. W/CENSE COVER «t" HEAT DETECTOR 3 -WAY WALL SWITCH AT 48" A.F.F. CEILING FAN WITH LIGHT '^ 4 -WAY WALL SWITCH AT 48" A.F.F. CO CO DETECTOR '^� 3 -WAY WALL SWITCH W/DIMMER AT 48" A.F.F. Cn EXHAUST FAN VENTED TO EXTERIOR '^ D MMER WALL SWITCH AT 48" A.F.F. Q�N k MOTION DETECTFb Sa PUSH BUTTON WALL SWITCH AT 48" A.F.F. SMOKE DETECTOR FLOOD LIGHTS x 8 ELECTRIC METER -0 DOOR CHIME BUTTON (LIGHTED) ® ELECTRIC PANEL LV LOW VOLTAGE U/C LIGHTS ~� 6 DOOR CHIME W/ TRANSFORMER L� DISC. DISCONNECT t 2'L, FLUO LIGHT FIXTURE JD JUNCTION BOX® EXHAUST FAN/ LIGHT VENTED T( W/ LENSE COVER SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4" = 12" z „ V] U 0 O U z U O » ® Q�\ �Ot Q Cn � V 1 Q�N W x O SL � t �O O N V 1 � YS1 ® O O � t S M � -I 1- AOMN yn 1l; nA1rF,; 2019-05-20 GENERAL STRUCTURAL NOTES 1. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE FOR ONE- AND TWO- FAMILY DWELLINGS, NINETH EDITION (780 CMR), AND ALL AMENDMENTS, WHICH IS BASED ON THE 2015 INTERNATIONAL RESIDENTIAL CODE. 2. THE WIND DESIGN CRITERIA FOR THIS BUILDING IS IN ACCORDANCE WITH AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA), "WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND TWO- FAMILY DWELLINGS (WFCM);' AND THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE7-10)." THE BASIC WIND SPEED FOR THE DESIGN OF THIS STRUCTURE IS 140 MILES PER HOUR (ULTIMATE) WITH EXPOSURE CATEGORY 'Co. 3. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL BUILDING OFFICIAL FOR THE STRUCTURAL FRAMING INSPECTION(S). IF THE BUILDING OFFICIAL REQUIRES THAT THE INSPECTION(5) BE COMPLETED BY THE ENGINEER OF RECORD, THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD 72 HOURS PRIOR TO THE TIME WHEN THE INSPECTIONS) IS TO BE PERFORMED. THE CONTRACTOR SHALL INSURE THAT ALL STRUCTURAL MEMBERS AND CONNECTIONS ARE VISIBLE FOR INSPECTION. IF DURING THE INSPECTION, ANY PORTION OF THE STRUCTURE IS DEEMED NOT VISIBLE OR IS INACCESSIBLE FOR INSPECTION, FINAL APPROVAL OF THE ENTIRE STRUCTURE WILL NOT BE GIVEN UNTIL THIS CONDITION I5 CORRECTED AT THE CONTRACTOR'S EXPENSE. 4. ALL WOOD CONSTRUCTION CONNECTORS AS SPECIFIED ON THESE CONSTRUCTION DOCUMENTS TO BE SIMPSON STRONG -TIE IN ACCORDANCE WITH CATALOG C-2014. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ALL CONNECTORS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 5. ALL ENGINEERED LUMBER PRODUCTS TO BE I -LEVEL TRUS JOIST (OR EQUAL) INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. ROOF FRAMING CONNECTIONS 1. ATTACH OPPOSING RAFTERS AT THE RIDGE OVER THE TOP OF THE RIDGE WITH (1) LSTA 18 TENSION STRAP AT 16" O.C. STRAP TO BE INSTALLED OVER ROOF SHEATHING INTO RAFTERS W/ 10d COMMON NAILS TO RAFTERS. 2. ATTACH THE END OF EACH RAFTER/TRUSS TO THE DOUBLE TOP PLATE OF THE EXTERIOR WALL WITH (1) H2.5A CONNECTOR. CONNECTOR TO BE APPLIED DIRECTLY TO 2X TOP PLATES ON OUTSIDE FACE OF WALL. ALTERNATE: USE (1) H2A FROM EVERY RAFTER TO WALL STUD BELOW. T5P CONNECTOR PER NOTE '1', "WALL FRAMING UPLIFT CONNECTIONS", IS NOT REQUIRED WHEN USING (1) H2A AT EVERY RAFTER. 3. BLOCKING TO BE PROVIDED ABOVE THE DOUBLE TOP PLATE OF THE EXTERIOR WALL AT THE ROOF WITH ROOF SHEATHING NAILED TO THE BLOCKING AT 6" O.C. PROVIDE 'V' NOTCH IN BLOCKING TO PROVIDE ADEQUATE VENTILATION AS REQUIRED. BLOCKING TO BE ATTACHED DIRECTLY TO DOUBLE TOP PLATE OF THE EXTERIOR WALL W/ (1) RBC CONNECTOR. FLOOR'FRAMING CONNECTIONS 1. PROVIDE (2)1 3/41' WIDE LVLS UNDER INTERIOR SHEARWALLS WHEN PARALLEL TO THE FLOOR FRAMING DIRECTION. IF CS 16 COIL STRAPS ARE SPECIFIED AS HOLODOWNS AT THE END of THE SHEARWALL, WRAP THE 5TRAP(5) AROUND THE (2)13/4" WIDE LVLS AS SPECIFIED, WRAPPING THE STRAPS AROUND THE LVLS. IF HOLDOWN AT END OF SHEARWALL IS A HDU TYPE, SUBSTITUTE (2)1 %4' WIDE LVLS WITH 3 Y2 WIDE PARALLAM (MIN). SEE DETAIL . ALL BEAMS HERE UNLESS OTHERWISE SHOWN ON PLANS. HD 2. PROVIDE 3 1/2" WIDE PARALLAM PSL BLOCKING OR (2)13/4' WIDE LVL BLOCKING UNDER INTERIOR SHEARWALLS WHEN JOISTS BELOW ARE PERPENDICULAR TO SHEARWALL. PAD WEB OF TJI JOISTS AS NECESSARY. 3. ATTACH THE DOUBLE TOP PLATE OF THE EACH EXTERIOR WALL TO THE RIM BOARD OF THE FLOOR ABOVE WITH (1) LTP5 CONNECTOR AT 24" O.C. OR W/ (2)10d TOE NAILS PER 12". sIr V. YARMOUTH GENERAL STRUCTURAL NOTES WALL FRAMING CONNECTIONS 1. ATTACH EXTERIOR WALL STUDS TO THE DOUBLE TOP PLATE AT THE ROOF WITH (1) TSP CONNECTOR AT 32" O.C. PROVIDE (9)10d x 11/2 NAILS TO THE STUD AND (6)10d NAILS TO THE DOUBLE TOP PLATE. CONNECTOR TO BE APPLIED DIRECTLY TO 2x FRAMING. NOTE: NOT REQUIRED WHEN USING H2A CONNECTOR PER NOTE ON Kg7 2. EXTERIOR WALL STUDS OF UPPER FLOORS TO BE ATTACHED TO STUDS ON THE FLOOR BELOW ACROSS THE RIM BOARD WITH (1) C516 COIL STRAP AND (7) 10d NAILS AT EACH END OF STRAP, W/ A STRAP CUT LENGTH OF 18" + THE CLEAR SPAN ACROSS RIM BOARD. STRAPS TO BE SPACED AT 32" O.C. (EVERY OTHER STUD). STRAP IS NOT REQUIRED AT SHEARWALL HOLDDOWN LOCATIONS. C516 COIL STRAPS MAY BE APPLIED OVER PLYWOOD SHEATHING. 3. EXTERIOR WALL STUDS THAT ARE ABOVE BEAMS IN THE FLOOR FRAMING SHALL BE ATTACHED TO THE BEAM WITH (1) LTS12 TWIST STRAP AT 16" O.C. (CUT SMALL SLOT IN FLOOR SHEATHING FOR STRAP) . STRAP IS APPLIED DIRECTLY TO 2x FRAMING. 4. ATTACH FIRST FLOOR STUD TO RIM BOARD WITH (1)CS16 STRAP AT 32" O.C. PROVIDE (6)10d NAILS TO STUD AND (6)10d NAILS TO RIM BOARD. ATTACH RIM BOARD TO FOUNDATION SILL PLATE WITH (1) DSP CLIP AT 32" O.C. 5. CONNECTIONS FOR WALL OPENING ELEMENTS (REFER TO DETAIL WF ) HEADER SIZE HEADER TO JACK STUD JACK STUD TO SOLE PLATE L= I'-0" TO 4'-0" (1) LSTA 9 (1) SP4 L= 4'41' TO 6'-0" (2) LSTA 9 (2) SP4 L= 6'-1" TO 8'-0" (2) LSTA 12 (2) SP4 L= 8'-1" TO 10'-0" (2) LSTA 15 (2) SPH6 *ALTERNATE : THE CONNECTOR SHOWN FOR THE JACK STUD TO SOLE PLATE CAN BE SUBSTITUTED WITH THE SAME CONNECTOR SHOWN FOR THE JACK STUD TO HEADER. ATTACH CONNECTOR WITH HALF OF THE REQUIRED NAILS TO THE JACK STUD AND HALF OF THE REQUIRED NAILS TO THE FOUNDATION RIMBOARD. CONNECTOR TO BE ATTACHED DIRECTLY TO 2x FRAMING AND RIMBOARD. ALTERNATE CAN NOT BE USED WHEN SOLE PLATE I5 ATTACHED DIRECTLY TO FOUNDATION STEM WALL OR CONCRETE SLAB. NOTE 1. HEADERS 4'-1" AND LARGER REQUIRE (2) JACK STUDS AT EACH END OF THE HEADER (EXCEPT HERE NOTED). 2. PROVIDE (1) SSP FROM EACH KING STUD TO DOUBLE TOP PLATE OF THE WALL, WITH (3)10d NAILS TO DOUBLE TOP PLATE AND (4)-10d NAILS TO KING STUD. FOR SECOND FLOOR (OR ANY LEVEL WITH TIMBER FRAMED WALLS BELOW) HEADERS, PROVIDE (1) CS 16 FROM EACH KING STUD ACROSS THE RIM BOARD TO A STUD IN THE WALL BELOW. FOR C516 STRAP SIZE REFER TO NOTE "2" ABOVE. FOR LOWEST LEVEL HEADERS PROVIDE (1) SSP CONNECTOR FROM EACH KING STUD TO THE SILL PLATE. 3. KING STUD TO RIMBOARD CONNECTION SPECIFIED IN NOTE 'D' AND ABOVE IS NOT REQUIRED WHERE A SHEARWALL HOLDOWN IS ADJACENT TO THE OPENING. SHEARWALL SCHEDULE WALL TYPE SCHEDULE 15/i' PLYWOOD - (EDGES BLOCKED) 8d COMMON OR GALVANIZED BOX NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD. A2215/2' PLYWOOD - (EDGES BLOCKED) 8d COMMON OR GALVANIZED BOX NAILS @ 3" O.C. EDGES AND 12" O.C. FIELD. z15/2' PLYWOOD (EDGES BLOCKED) 8d COMMON OR GALVANIZED BOX NAILS @ 2" O.C. EDGES AND 12" O.C. FIELD. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED. NOTE: FOR PLYWOOD SHEAR WALL TYPES 1, 2, AND 3 LISTED ABOVE, 8d COMMON OR GALVANIZED BOX NAILS = (0.131 x 2 Y2"). GUN NAILS MATCHING THE NAIL DIAMETER AND LENGTH MAY BE USED AS A SUBSTITUTE. SOLE PLATE CONNECTION SCHEDULE. CONNECTION TO FLOOR RIM BOARD WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD A(3) - 16d COMMON WIRE NAILS PER 16" (4) -16d COMMON WIRE NAILS PER 16" (3) - SIMPSON SOS25312 (/a' x 3Y2 11) WOOD SCREWS PER 16" CONNECTION TO CONCRETE FOUNDATION FOUNDATION SILL PLATE CONNECTION TO CONCRETE 5/8" dia. ANCHOR BOLTS AT 32" O.C. NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE 5�8" DIAMETER A307 STEEL ANCHOR BOLTS WITH 3"x 3"x %4" PLATEWASHER WITH 7" MINIMUM EMBEDMENT INTO CONCRETE. ALTERNATE: TITEN HD BOLTS WITH 3"x 3"x %4" PLATEWASHER SHEARWALL CONSTRUCTION 1. ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE 2X STUDS AT EACH END OF THE WALL. 2. FACE NAIL DOUBLE TOP PLATES W/ 16d NAILS AT 16" O.C. USE (12) -16d NAILS AT EACH SIDE OF LAP SPLICES IN TOP PLATES. SPLICE LENGTH TO BE A MINIMUM OF 4'-0" LONG. 3. NAILING FOR PERFORATED SHEARWALLS TO BE CONTINUED ABOVE AND BELOW ALL OPENINGS IN SHEARWALL 4. ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT SHEARWALL ENDS WITH (2)16d NAILS AT 4" O.C. 5. REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT SHEARWALL ENDS. SHEARWALL HOLDOWN SCHEDULE STRAP HOLDOWNS (1) - C516 COIL STRAP W/ (26)10d (0.148" x 3" LONG) NAILS WHEN STRAP OI IS APPLIED OVER PLYWOOD SHEATHING. SAME NUMBER OF 8d (0.131 x 2 %i' LONG) NAILS MAY BE USED WHEN APPLIED DIRECTLY TO 2x FRAMING. APPLY HALF THE NUMBER OF NAILS (13) TO EACH END OF STRAP *. (2) - CS 16 COIL STRAPS W/ (26)10d (0.148" x 3" LONG) NAILS WHEN OSTRAP I5 APPLIED OVER PLYWOOD SHEATHING. SAME NUMBER OF 8d WHEN APPLIED DIRECTLY TO FRAMING. A POLY HALF THE NUMBER OFNAILS MAY BEDNAILS (13) TO EACH END OF 2X STRAPS. APPLY EACH STRAP TO INDIVIDUAL STUD (UNLESS STRAPS ARE APPLIED TO 4x OR LARGER POST) *. FOUNDATION & HDU HOLDOWNS ®HDU4-SDS2.5 W/ SSTB20 ANCHOR BOLT**. ATTACH HDU TO 3" (MIN) OF 2X OR GREATER FRAMING MATERIAL AND 5/8" THREADED ROD. CONNECT THREADED ROD TO ANCHOR BOLT WITH CNW5/8 COUPLER NUT. ®HDU8-SD52.5 W/ SSTB28 ANCHOR BOLT**. ATTACH HDU TO 4 %z" (MIN) OF 2X OR GREATER FRAMING MATERIAL AND 7/e' THREADED ROD. CONNECT THREADED ROD TO ANCHOR BOLT WITH CNW7/8 COUPLER NUT. OHDUII-SDS2.5 W/ 561x30 ANCHOR BOLT**. ATTACH HDU TO 5 Y2" (MIN) OF 2X OR GREATER FRAMING MATERIAL AND 1" THREADED ROD. CONNECT THREADED ROD TO ANCHOR BOLT WITH CNW1 COUPLER NUT. OHDUII-5D52.5 ATTACHED TO 5 %" (MIN) OF 2X FRAMING MATERIAL AND A 1" THREADED ROD. EXTEND THREADED ROD THROUGH PSL BEAM BELOW AND BOLT WITH 001/4" PLATE AND NUT �( ALL HDU HOLDOWN ANCHOR BOLTS TO BE ATTACHED TO FORMWORK PRIOR TO CONCRETE POUR. USE APPROPRIATE ANCHORMATE DEVICE. LEGEND SHEARWALL TYPE OSHEARWALL HOLDDOWN TYPE 0 SHEARWALL HOLDDOWN --- SHEARWALL p PERFORATE SHEARWALL. CONTINUE PLYWOOD ABOVE AND BELOW OPENING WITH NAILING ACCORDING TO SPECIFIED SHEARWALL TYPE. XK XJ # OF KING AND JACK STUDS AT OPENINGS PROJECT ADDRESS: 37 MOSS RD. W. YARMOUTH, MA NGINEERIN ;ONSULTANTS vetural • civil • environmental P.O. BOX 1879 44 UNDERPASS RD UNIT 2 BREWSTER, MA 02631 (774) 353-2144 JOB#: 19-123 SHEET G 1 . 0 DATE:04-26-2019 SCALE: NONE H� sIr V. YARMOUTH GENERAL STRUCTURAL NOTES WALL FRAMING CONNECTIONS 1. ATTACH EXTERIOR WALL STUDS TO THE DOUBLE TOP PLATE AT THE ROOF WITH (1) TSP CONNECTOR AT 32" O.C. PROVIDE (9)10d x 11/2 NAILS TO THE STUD AND (6)10d NAILS TO THE DOUBLE TOP PLATE. CONNECTOR TO BE APPLIED DIRECTLY TO 2x FRAMING. NOTE: NOT REQUIRED WHEN USING H2A CONNECTOR PER NOTE ON Kg7 2. EXTERIOR WALL STUDS OF UPPER FLOORS TO BE ATTACHED TO STUDS ON THE FLOOR BELOW ACROSS THE RIM BOARD WITH (1) C516 COIL STRAP AND (7) 10d NAILS AT EACH END OF STRAP, W/ A STRAP CUT LENGTH OF 18" + THE CLEAR SPAN ACROSS RIM BOARD. STRAPS TO BE SPACED AT 32" O.C. (EVERY OTHER STUD). STRAP IS NOT REQUIRED AT SHEARWALL HOLDDOWN LOCATIONS. C516 COIL STRAPS MAY BE APPLIED OVER PLYWOOD SHEATHING. 3. EXTERIOR WALL STUDS THAT ARE ABOVE BEAMS IN THE FLOOR FRAMING SHALL BE ATTACHED TO THE BEAM WITH (1) LTS12 TWIST STRAP AT 16" O.C. (CUT SMALL SLOT IN FLOOR SHEATHING FOR STRAP) . STRAP IS APPLIED DIRECTLY TO 2x FRAMING. 4. ATTACH FIRST FLOOR STUD TO RIM BOARD WITH (1)CS16 STRAP AT 32" O.C. PROVIDE (6)10d NAILS TO STUD AND (6)10d NAILS TO RIM BOARD. ATTACH RIM BOARD TO FOUNDATION SILL PLATE WITH (1) DSP CLIP AT 32" O.C. 5. CONNECTIONS FOR WALL OPENING ELEMENTS (REFER TO DETAIL WF ) HEADER SIZE HEADER TO JACK STUD JACK STUD TO SOLE PLATE L= I'-0" TO 4'-0" (1) LSTA 9 (1) SP4 L= 4'41' TO 6'-0" (2) LSTA 9 (2) SP4 L= 6'-1" TO 8'-0" (2) LSTA 12 (2) SP4 L= 8'-1" TO 10'-0" (2) LSTA 15 (2) SPH6 *ALTERNATE : THE CONNECTOR SHOWN FOR THE JACK STUD TO SOLE PLATE CAN BE SUBSTITUTED WITH THE SAME CONNECTOR SHOWN FOR THE JACK STUD TO HEADER. ATTACH CONNECTOR WITH HALF OF THE REQUIRED NAILS TO THE JACK STUD AND HALF OF THE REQUIRED NAILS TO THE FOUNDATION RIMBOARD. CONNECTOR TO BE ATTACHED DIRECTLY TO 2x FRAMING AND RIMBOARD. ALTERNATE CAN NOT BE USED WHEN SOLE PLATE I5 ATTACHED DIRECTLY TO FOUNDATION STEM WALL OR CONCRETE SLAB. NOTE 1. HEADERS 4'-1" AND LARGER REQUIRE (2) JACK STUDS AT EACH END OF THE HEADER (EXCEPT HERE NOTED). 2. PROVIDE (1) SSP FROM EACH KING STUD TO DOUBLE TOP PLATE OF THE WALL, WITH (3)10d NAILS TO DOUBLE TOP PLATE AND (4)-10d NAILS TO KING STUD. FOR SECOND FLOOR (OR ANY LEVEL WITH TIMBER FRAMED WALLS BELOW) HEADERS, PROVIDE (1) CS 16 FROM EACH KING STUD ACROSS THE RIM BOARD TO A STUD IN THE WALL BELOW. FOR C516 STRAP SIZE REFER TO NOTE "2" ABOVE. FOR LOWEST LEVEL HEADERS PROVIDE (1) SSP CONNECTOR FROM EACH KING STUD TO THE SILL PLATE. 3. KING STUD TO RIMBOARD CONNECTION SPECIFIED IN NOTE 'D' AND ABOVE IS NOT REQUIRED WHERE A SHEARWALL HOLDOWN IS ADJACENT TO THE OPENING. SHEARWALL SCHEDULE WALL TYPE SCHEDULE 15/i' PLYWOOD - (EDGES BLOCKED) 8d COMMON OR GALVANIZED BOX NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD. A2215/2' PLYWOOD - (EDGES BLOCKED) 8d COMMON OR GALVANIZED BOX NAILS @ 3" O.C. EDGES AND 12" O.C. FIELD. z15/2' PLYWOOD (EDGES BLOCKED) 8d COMMON OR GALVANIZED BOX NAILS @ 2" O.C. EDGES AND 12" O.C. FIELD. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED. NOTE: FOR PLYWOOD SHEAR WALL TYPES 1, 2, AND 3 LISTED ABOVE, 8d COMMON OR GALVANIZED BOX NAILS = (0.131 x 2 Y2"). GUN NAILS MATCHING THE NAIL DIAMETER AND LENGTH MAY BE USED AS A SUBSTITUTE. SOLE PLATE CONNECTION SCHEDULE. CONNECTION TO FLOOR RIM BOARD WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD A(3) - 16d COMMON WIRE NAILS PER 16" (4) -16d COMMON WIRE NAILS PER 16" (3) - SIMPSON SOS25312 (/a' x 3Y2 11) WOOD SCREWS PER 16" CONNECTION TO CONCRETE FOUNDATION FOUNDATION SILL PLATE CONNECTION TO CONCRETE 5/8" dia. ANCHOR BOLTS AT 32" O.C. NOTE: ANCHOR BOLTS REFERENCED ABOVE TO BE 5�8" DIAMETER A307 STEEL ANCHOR BOLTS WITH 3"x 3"x %4" PLATEWASHER WITH 7" MINIMUM EMBEDMENT INTO CONCRETE. ALTERNATE: TITEN HD BOLTS WITH 3"x 3"x %4" PLATEWASHER SHEARWALL CONSTRUCTION 1. ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE 2X STUDS AT EACH END OF THE WALL. 2. FACE NAIL DOUBLE TOP PLATES W/ 16d NAILS AT 16" O.C. USE (12) -16d NAILS AT EACH SIDE OF LAP SPLICES IN TOP PLATES. SPLICE LENGTH TO BE A MINIMUM OF 4'-0" LONG. 3. NAILING FOR PERFORATED SHEARWALLS TO BE CONTINUED ABOVE AND BELOW ALL OPENINGS IN SHEARWALL 4. ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT SHEARWALL ENDS WITH (2)16d NAILS AT 4" O.C. 5. REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT SHEARWALL ENDS. SHEARWALL HOLDOWN SCHEDULE STRAP HOLDOWNS (1) - C516 COIL STRAP W/ (26)10d (0.148" x 3" LONG) NAILS WHEN STRAP OI IS APPLIED OVER PLYWOOD SHEATHING. SAME NUMBER OF 8d (0.131 x 2 %i' LONG) NAILS MAY BE USED WHEN APPLIED DIRECTLY TO 2x FRAMING. APPLY HALF THE NUMBER OF NAILS (13) TO EACH END OF STRAP *. (2) - CS 16 COIL STRAPS W/ (26)10d (0.148" x 3" LONG) NAILS WHEN OSTRAP I5 APPLIED OVER PLYWOOD SHEATHING. SAME NUMBER OF 8d WHEN APPLIED DIRECTLY TO FRAMING. A POLY HALF THE NUMBER OFNAILS MAY BEDNAILS (13) TO EACH END OF 2X STRAPS. APPLY EACH STRAP TO INDIVIDUAL STUD (UNLESS STRAPS ARE APPLIED TO 4x OR LARGER POST) *. FOUNDATION & HDU HOLDOWNS ®HDU4-SDS2.5 W/ SSTB20 ANCHOR BOLT**. ATTACH HDU TO 3" (MIN) OF 2X OR GREATER FRAMING MATERIAL AND 5/8" THREADED ROD. CONNECT THREADED ROD TO ANCHOR BOLT WITH CNW5/8 COUPLER NUT. ®HDU8-SD52.5 W/ SSTB28 ANCHOR BOLT**. ATTACH HDU TO 4 %z" (MIN) OF 2X OR GREATER FRAMING MATERIAL AND 7/e' THREADED ROD. CONNECT THREADED ROD TO ANCHOR BOLT WITH CNW7/8 COUPLER NUT. OHDUII-SDS2.5 W/ 561x30 ANCHOR BOLT**. ATTACH HDU TO 5 Y2" (MIN) OF 2X OR GREATER FRAMING MATERIAL AND 1" THREADED ROD. CONNECT THREADED ROD TO ANCHOR BOLT WITH CNW1 COUPLER NUT. OHDUII-5D52.5 ATTACHED TO 5 %" (MIN) OF 2X FRAMING MATERIAL AND A 1" THREADED ROD. EXTEND THREADED ROD THROUGH PSL BEAM BELOW AND BOLT WITH 001/4" PLATE AND NUT �( ALL HDU HOLDOWN ANCHOR BOLTS TO BE ATTACHED TO FORMWORK PRIOR TO CONCRETE POUR. USE APPROPRIATE ANCHORMATE DEVICE. LEGEND SHEARWALL TYPE OSHEARWALL HOLDDOWN TYPE 0 SHEARWALL HOLDDOWN --- SHEARWALL p PERFORATE SHEARWALL. CONTINUE PLYWOOD ABOVE AND BELOW OPENING WITH NAILING ACCORDING TO SPECIFIED SHEARWALL TYPE. XK XJ # OF KING AND JACK STUDS AT OPENINGS PROJECT ADDRESS: 37 MOSS RD. W. YARMOUTH, MA NGINEERIN ;ONSULTANTS vetural • civil • environmental P.O. BOX 1879 44 UNDERPASS RD UNIT 2 BREWSTER, MA 02631 (774) 353-2144 JOB#: 19-123 SHEET G 1 . 0 DATE:04-26-2019 SCALE: NONE JACK 5TUD5 ---\ C# PIEP PLAN) OPENING KING STUDS C# PEP PLAN) II G516 SrPAI' (APPLIED PUP6-'5N) C# PEP PLA1N5) HOLDOWN (PEP PLAIN \— THkEAIDED POD – N y N H- a GNW GOUPLfP . a PE13AtP -3rr105�"Q''Q ° AiNGHOP 00L7- D5p (PEP 65N) v . (PFP G5N a 55r0 H04POWN ANGHOP a ° SECTION VIEW MODEL # T DIA. MIN. EMBED. MIN. REBAR LENGTH SSTB16 5/8 12%1 50" SSTB20 518 16%11 58" i SSTB24 5/8 20%11 66" SSTB28 7/8 24 %11 74" SSTB34 7/8 28 %n 82" SB1x30 SB1x30 1 24"1 96" OU17- UP GOPNEP STUDS (PEP DETAIL HD G5/G SrPAiP HDU HOLDOWN (AtPPLIED PEP G5N> (PEP PLAIN . NOTE : #4 REBAR TO BE CENTERED ON HOLDOWN AND LOCATED (# PEP PLtNS) i 0 3" TO 5" DOWN FROM TOP OF FOUNDATION WALL PER SIMPSON MANUFACTURER'S SPECIFICATIONS. rHPEA} )EP POD 45' ° DSP CFFP 65N) : a a 4 #�P�13AtP MIN #4 PE13AtP 3" 7-0 5"< 557-13 f 10LDOWN ANGHOP P05/rION IN WA1LL PEP EDGE DlSTANG 4 ,a ° ° GNW COUP 1,75" FOP 2X4 WA I -L SILL PLAT -F LEP 5/MP50N 17ttNU>=AIGTUPEP'S � 4 517EGIFIGAT-IONS 2.75" POP ZX6 WAtL ANGHOP DOLT 557-13 HOEDOWN ANCHOP CPEP (55N) a MIN. REBAR LENGTH PLAN VIEW SECTION VIEW MODEL # DIA. MIN. EMBED. MIN. REBAR LENGTH SSTB16 518 12 %TV 50" SSTB20 518 16 %in 58" SSTB24 5/8 20%11 66" SSTB28 718 247/811 74" SSTB34 7/8 287/8 " 82" SB1x30 1 1 24"1 96" NOTE: #4 REBAR TO BE CENTERED ON HOLDOWN AND LOCATED 3" TO 5" DOWN FROM TOP OF FOUNDATION WALL PER SIMPSON MANUFACTURER'S SPECIFICATIONS. v a 557-0 HOLDOWN ANGHOP PLt1GE 557"0 AIPPOW ON TOP = OF ANGHOP DIAIGONAI- IN a z GOPNEP APPtZA7 ON a ° J EDGE D15TA}NGE 1,75" POP 2X4 WA1L1- MIN. REBAR 2,7511FOPZX6WAILL 5" 111N, PLAN VIEW HOLD DOWN AT WINDOW OR DOOR OPENING 0HOLD DOWN AT EXTERIOR BUILDING CORNER OUlLr UP GOPNEP 5rUD5 (f Vii' DEiNl- HD GS1G 5rPA1P CAIPPLIED PEP G5N HDU HOLDOWN C# PEP PLANS) (PEP PLAN) O 7-11PEA0ED POD DSP CPEP G5N 5117-0 5" I -L- PLATE 11 GNW GgUPLEP a � SILL PLt}TE 4 AWG/IOP DOLT 55TH HOEDOWN ANGHOP a (PPP 65N) A a SECTION VIEW HOLD DOWN POOP SHEt}rH1NG L EDGE NAILING MODEL # DIA. MIN. EMBED. MIN. REBAR LENGTH SSTB16 5/8 12 %$" 50" 1 SSTB20 5/8 16 %$" 58" SSTB24 5/8 205/8 ' 66" SSTB28 7/8 247/8 ' ' 74" SSTB34 7/8 28 %11 82" SB1x30 1 1 24"--F 96" NOTE: #4 REBAR TO BE CENTERED ON HOLDOWN AND LOCATED 3" TO 5" DOWN FROM TOP OF FOUNDATION WALL PER SIMPSON MANUFACTURER'S SPECIFICATIONS. MIN. REBAR #4 PE13ttP Q EDGE 0IS7-A1NGE m 1,75" POP 2X4 WALL an 215" POP ZXG WifLL a _ 55rD HOLDOWN A Ir- PLAICE 557-13 AIPPOW ON TOP OF IiNGHOP 01AGONA 1-1N GOPNEP AIPPLIGA7-1ON PLAN VIEW AT INTERIOR BUILDING CORNER 2X DLOCKING BETWEEN PAIF77EP5 - (NOTG)'1 FOPVENrILAtT10N IF PEOUIPED) (PEPEP r0 A}PGH1rFG7-UPAf- PLANS POP NOPE DErAil) I POOP PAIFTEP PEP PLAN (PEFEP TO APGHIrEGTUPAIL PLANS POP PAIP77EP 0IMEN51ON5 AND EAVE DDTAIILING) DOUBLE ZX TOP PLhrE 13EAIM OP HEAD CIF SHOWN ON PLP�NS) SECTION VIEW POOP 5HEh7-HING POOP PAF -TEP PEP PLAN Pu/1--r UP STUDS L5rAfi SrPtIP Atr 16"o,c, (PEP G5N) (PER, PlffrAUL HD J POOF SHEAIrHING HDU f fOLDOWN a (PEP PLAN) (7)104 NAILS ++++ ++ +++++++ THPEAPED POD (PEt?PI.AN)--------SEEAiLTEPNAITE� ------ PAM�AM 3,,r3"x5/8" PLAITS WAtSHEP PODP PA}PTEPS PEP PLAN ALTERNATE ATTACH OPPOSING RAFTERS BELOW NOTE RIDGE BEAM OR RIDGE BOARD WITH DRILL HOLE FOR THREADED ROD 2 x 4 COLLAR TIE AS SHOWN. RIDGE THROUGH PARALLAM AND ATTACH W/ STRAPS NOT REQUIRED WHEN NUT AND 3"x 3"xPLATE WASHER USING A COLLAR TIE. L, 4 INTERIOR HOLD DOWN INTO VR�Fi HD BEAM IN FLOOR FRAMING /> t s A WALL EDGE NAILING a++ ++a++ ++ + HOLD DOWN ++ ++ DOUDLE ZX TOP PLATTE (PEP PLAN) + PLAN VIEW ELEVATION VIEW TSP (IN -f -57 -Al -1- PPIOPTO NOTES PLYWOOD SHEATHING) 1. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWS 2X 5rUD5 NOTE: NOT REQUIRED IF H2A OF 16d (0.162"x 3.5") NAILS AT 6" O.C. FOR 2ND STORY SHEARWALLS. IS USED AT VERY RAFTER HZ,5AI 2. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWS (IN57-AIL1- PPIOPTO DLOGKING OF 16d (0.162"x 3.5") NAILS AT 4" O.C. STAGGERED FOR IST STORY AND PLYWOOD SHFAIrrnNG) ELEVATION VIEW SHEARWALLS. ALTERNATE: H2A STRUCTURAL RIDGE ] 2X6 WALL 6x6 O.F. P05r HOLD DOWN (PEP PLAN) PLAN VIEW 6" O.C. 4" O.C. + + + + ELEVATION VIEW NOTES 1. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWS OF 16d (0.162"x 3.5") NAILS AT 6" O.C. FOR 2ND STORY SHEARWALLS. 2. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH (2) ROWS OF 16d (0.162"x 3.5") NAILS AT 4" O.C. STAGGERED FOR 1 ST STORY SHEARWALLS. 1'bRAFTER TO TOP PLATE 1'� RF WF BUILT-UP CORNER AT END OF SHEARWALL PROJECT ADDRESS: 37 MOSS RD. W. YARMOUTH, MA ENGINEERING` CONSULTANTS stnicturni , civil - environmental P.O. BOX 1879 44 UNDERPASS RD UNIT 2 BREWSTER, MA 02631 (774) 353-2144 JOB#: 19-123 SHEET ire DATE:04-26-2019 SCALE: NONE • � e PROJECT ADDRESS: 37 MOSS RD. W. YARMOUTH, MA ENGINEERING` CONSULTANTS stnicturni , civil - environmental P.O. BOX 1879 44 UNDERPASS RD UNIT 2 BREWSTER, MA 02631 (774) 353-2144 JOB#: 19-123 SHEET G 1 . 1 DATE:04-26-2019 SCALE: NONE RIMBOARD DOUBLE TOP PLATE ++++++ + + + + + + (2) 2 x 12 HEADER OR PECIFIED + + + + + + + + + + + + PICAL, REFE+ + + + R TO PLAN FOR SPECI HEADER REQUIREMENTS) + + + ++++++ +++++ LST 4 STRAP (INSIDE F OF WALL) HEADER (2) 2x6 FASTEN TOP PLA TO HEADER WITH 4 14 (2) ROWS OF 16d 5I R NAILS AT 3" O.C. FASTEN SHEATHING TOADER WITH 8d COMMONzz+ OR LS GALVANIZED BOX NAI3" GRID PATTERN AS SHOWN AND 3" O.C. IN ALL FRA G (STUDS, BLOCKING AND SILLS) TYP. (2)-2x6 FOR A PANEL LIC F NEEDED NELEDGE 1%211 STRUCTURAL SHALL BLOCKED, AND PANEL SHEATHING 0 UR WITHIN 24" OF ID- HEIGHT OF WALL. BLOCKING SHALL BE MIN. 2"x2"x3/6' NAILED WITH PLATE WASH (3)16d SINKERS RIMBOARD SHEATHING FILLER (IF REQ U ED) LSTA24 STRAP (INSIDE FACE OF WALL) HEADER TO (2)-2x6 2x6 FRAMING STHD14 HOLDOWN ° e � STH 4 HOLDOWN .4 o °d e O ° e' d 4 l d O e °° O. 4� e.. .a ° ° : 5�811 A. ANCHOR BOLT ° e d (7" MIN. EMBEDMENT) SIDE ELEVATION V 4 • OPTION #1 APA PORTAL WALL (NOT TO SCALE,'FOR EXAMPLE ONLY! SUBSERVIATE TO TT -100F) HEADER SIZE ® ® © OO EO L= 1'-0" TO 4'-0" (1) LSTA9 (1) SP4 SSP p(11) KING STRUCTURAL L= 1'-0" TO 4'4" Wl (5) sd EACH END rte„ PER KING ( 1 EACH END OF STRAP PLYWOOD SHEATHING TO „ " L= 4-1 TO 6-0 (2) LSTA9 (2) SP4 O SSP PER KING W (5) sd EACH END SEE NOTE PER KING EACH END OF STRAP PER EACH KING STUD PER EACH KING STUD MATCH ELSWHERE. (2) - CS 16 (1) SSP L= 6'-1" TO 8'-0" Wi (6) 8d L= 6'-1" TO 8'-0" (2) LSTA 12 (2) SP4 (1) SSP PER KING (SEE NOTE W) NAIL DOUBLE ROW OF 8d NAILS AT Wo.c. TOP AND BOTTOM OF ALTERNATE TOP AND BOTTOM OF L= V-1 "TO 10'-0" (2) -CS 16 W1(6) 6dPER 1P(1R L= 8'-1" TO 10'-0" (2) LSTA 15 (2) SPH6 K NG SEE NOTE 6 PANEL INTO DOUBLE TOP PLATE AND HEADER TOP PLATE AND HEADER L= „ 10-1 TO 16-0 (2) ST2122 (2) SPH6 (I)SSP ()SSP KING OPTION #2 HEADER SIZE ® ® © OO EO (1) -CS 16 (1) SSP "x 9" W/ (2 VL 14'x 94' L= 1'-0" TO 4'4" Wl (5) sd EACH END rte„ PER KING (1) CS 16 - (6) 8d NAILS STRUCTURAL PLYWOOD (2) - CS 16 (1) SSP L= 4'-1" TO 6'-0" W (5) sd EACH END SEE NOTE PER KING EACH END OF STRAP PER EACH KING STUD SHEATHING TO MATCH ELSWHERE. NAIL DOUBLE ROW (2) - CS 16 (1) SSP L= 6'-1" TO 8'-0" Wi (6) 8d 3 PER KING (SEE NOTE W) OF 8d NAILS AT 301O.C. EACH END TOP AND BOTTOM OF • L= V-1 "TO 10'-0" (2) -CS 16 W1(6) 6dPER (1) SSP KING ALTERNATE SEE NOTE 6 PANEL INTO DOUBLE EACH END TOP PLATE AND HEADER (1) SSP L= 10'-1" TO 16'-0" (2) sTz122 PERKING *NOTES: 1. HEADERS 4'-l" AND LARGER REQUIRE (2) JACK STUDS AT EACH END OF THE HEADER. 2. CONNECTORS SPECIFIED ABOVE SHALL BE ATTACHED DIRECTLY TO 2X FRAMING MEMBERS. 3. NAIL FULL HEIGHT JACK STUDS TO KING STUDS WITH (2)-16D NAILS PER 6" O.C. (CLIP FOR JACK STUD TO SOLE PLATE CONNECTION NOT REQUIRED) 4. STRAP NOT REQUIRED WHERE SHEARWALL HOLDDOWN IS ADJACENT TO OPENING. 5. DETAIL FOR WINDOW AND DOOR FRAMING ONLY. OTHER STRAPS AND TIES NOT SHOWN FOR CLARITY. 6. IF WALL SITS ON FOUNDATION WITH NO RIM JOIST, USE SSP CONNECTORS PER KING STUD ATTACHED TO BOTH PLATES. Lw -S, FRAMING AT WINDOW CONSTRUCTION NOTES: 1) WELD BASE PLATES TO VERTICAL TUBE STEEL POSTS. POSTS TO BE ATTACHED TO CONCRETE FOUNDATION WITH (4) J" THREADED RODS WITH SIMPSON SET EPDXY WITH 10" MIN. EMBEDMENT. 2) COLUMNS TO BE SPLIT AT BEAM LOCATIONS AND WELDED TO FLITCH PLATES TO PROVIDE MOMENT CONNECTION. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CO TRUCTION. PROVIDE PLATE AND MOMENT CONNECTION. FABRICATOR TO PROVIDE DETAIL H55 POST AS SPECIFIED BASE PLATE AS SPECIFIED PROVIDE PLATE AND MOMENT CONNECTION. FABRICATOR TO PROVIDE DETAIL HSS POST AS SPECIFIED BASE PLATE AS SPECIFIED e ,e .a •e• ed a °. ° .d e d' a•4.4 2• STEEL MOMENT FRAME EXTERIOR WAL (NOT TO SCALE, FOR EXAMPLE ONLY!) 0&5E PLATT ANP ANGHOP DOLTS Ifs PEI' PLAN5 a STION VIEW G O Q 4 ' O ANCHOC' D LT AS PCI' PLANS USr 1,5" 6E 0157-ANGff FPOM 510 OF PMATE5 (MIN) AND 2.25" PKOM 0Gff OF GONGYErjff (MIN) SMD 0 TO 16" (t71N) jffMDjffOMffNT U 5ET GON577KUGTION EPDXY Q O O 4 a a° o0 . Q a PLAN VIE 2 MOMENT FRAME BASE TD ®OPENINGS F ( NOT TO SCALE, FOR EXAMPLE ONLY ! ) PLAT SHEET FLITCH TE (1) STEE 2'x 9" W/ (2) LVL s x 94 ' FLITCH PLAT ) STEEL "x 9" W/ (2 VL 14'x 94' PROVIDE PLATE AND MOMENT CONNECTION. FABRICATOR TO PROVIDE DETAIL HSS POST AS SPECIFIED BASE PLATE AS SPECIFIED e ,e .a •e• ed a °. ° .d e d' a•4.4 2• STEEL MOMENT FRAME EXTERIOR WAL (NOT TO SCALE, FOR EXAMPLE ONLY!) 0&5E PLATT ANP ANGHOP DOLTS Ifs PEI' PLAN5 a STION VIEW G O Q 4 ' O ANCHOC' D LT AS PCI' PLANS USr 1,5" 6E 0157-ANGff FPOM 510 OF PMATE5 (MIN) AND 2.25" PKOM 0Gff OF GONGYErjff (MIN) SMD 0 TO 16" (t71N) jffMDjffOMffNT U 5ET GON577KUGTION EPDXY Q O O 4 a a° o0 . Q a PLAN VIE 2 MOMENT FRAME BASE TD ®OPENINGS F ( NOT TO SCALE, FOR EXAMPLE ONLY ! ) PLAT PROJECT ADDRESS: 37 MOSS RD. W. YARMOUTH, MA MCR'LINLeIL ENGINEERING CONSULTANTS structural • civil - environmental P.O. BOX 1879 44 UNDERPASS RD UNIT 2 BREWSTER, MA 02631 (774) 353-2144 C313tk .. g�r7�cj' JOB#: 19-123 SHEET n 1 • 2 l7 DATE:04-26-2019 SCALE: NONE rte„ _. r� • to PROJECT ADDRESS: 37 MOSS RD. W. YARMOUTH, MA MCR'LINLeIL ENGINEERING CONSULTANTS structural • civil - environmental P.O. BOX 1879 44 UNDERPASS RD UNIT 2 BREWSTER, MA 02631 (774) 353-2144 C313tk .. g�r7�cj' JOB#: 19-123 SHEET n 1 • 2 l7 DATE:04-26-2019 SCALE: NONE