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HomeMy WebLinkAboutBLD-20-601LOCUS INFORMATION GENERAL NOTES 1. THIS PLAN IS INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE CURRENT OWNER: CHRISTOPHER & MARIA DOUGLASS SEWAGE .DISPOSAL SYSTEM AND THE ASSOCIATED SITE WORK. MIKE MASCIARI 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 TITLE REFERENCE: DEED BOOK 31187, PAGE 70 AND YARMOUTH BOARD OF HEALTH REGULATIONS PLAN REFERENCE: PLAN BOOK 36, PAGE 63 OF 1928 PLAN BOOK 179, PAGE 83. 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PLAN BOOK 282, PAGE 26. PROPOSED LEACHING FACILITY. PLAN BOOK 282, PAGE 49. PLAN BOOK 304, PAGE 51. 4. IF ALS. GIS SPECIFIED, REMOVE ALL TOPSOIL SUBSOIL AND OTHER UNSUITABLE MATERIALS. ASSESSORS MAP: 21 PARCEL: 52 ` 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF `yam EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND ZONING DISTRICT: R-25 O rp0 `^ DELETRIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SETBACKS: FROSIDE 30 15' \ �\ � pp $ INCHESHALL S. A SIEVE ANALYSIS OT HE USED. FILL UA #4 SIEVE SHALL BE HSING PEALL NOT CONTAIN ANY IRFORMED ON AAL LARGER AN 2 REAR 20' {I REPRESENTATIVE SAMPLE OF FILL UP TO 45% BY WEIGHT MAY BE RETAINED ON THE MINIMUM LOT SIZE: 25,000 S.F. ~ \ n #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: EXISTING UPLAND LOT AREA: 5,407±S.F. NITROGEN SENSITIVE a ° 100% MUST PASS #4 SIEVE �� ° h c� 10% MUST PASS #50 SIEVE ZONE: NOT A ZONE II a, 0-207 MUST PASS #100 SIEVE FEMA FLOOD ZONE DISTRICT: "VE" / "AE" 4`�,� 0-5� MUST PASS #20o SIEVE ,.yi `� ` f/// ii•``�� \ oyy 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER OVERLAY DISTRICT: NONE / ��a i DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE EXISTING SIDE AND SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS ! /� FRONT BUILDING IV OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF LOCATION TO REMAIN. F,ti CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES FOUNDATION TO BE t jj ya C^ REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. REPLACED WITH I ~ y SQUARE CONCRETE t ` q h - PILINGS y� I �- 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE y PROPOS 9 ��/C y PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY EXISTING DECK TO BE fa o �J DIST. BOX\ �O ,00COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERUPTIONS REMOVED AND r I�N�yy IN=7.15 O- O ti• IN SERVICE. r j INS. flUT=6.9 �2 \\\ REPLACED WITH A � w i,FF ,,,,s',� { / i PERVIOUS PATIO t� / y. rr / c? B. CONTRACTOR IS REQUIRED TO NOTIFY DIG -SAFE, PER MASS. STATUTE CHAPTER 82, fr it i I RR POSED 1,500 GALLON O PR POSED VENT a f is ,l MIOROFAST 0.75 PROCESSOR <a `�� SECTION 40 (1-888-344-7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF °O od �� i r �I $1 t t'BGYNV.KIN�1.'4P �� CONSTRUCTION. C.O. 7.20 PROPOSED BLOWER flis 9 I IS NOT DESIGNED FOR THE USE OF A GARBAGE INSTALLATION ORUSE OF AGARBAGE GRINDER THIS PROPERTY SNOTALLOWED PER3 310 CMR 7 / BE OPENED FOR ry 5. WALL TO _ � � ` L� BE OPE\\\ A\\ 15.240(4). DRIVE UNDER h c PROPOSED 50f S.F OF NATIVE PLANTING TO / F F f ©F�1 ~ PROPOSED DRIVE \~� 10. THE EXISTING LEACHING FACILITY WAS INSTALLED WITH A 3.17' SEPARATION TO REDUCE DISTURBANCE f UNDER GARAGE \ GROUNDWTE AR WHICTH H AT AT TIME E UIRED A 0 83' VARIANCE FROM TITLE 5 THE j WITHIN THE 35' BUFFER PROPOSED SYSTEM WILL INCLUDE A MICROFAST 0.75 INNOVATIVE/ALTERNATIVE SYSTEM. Y .35 &U flO Q F, y' , �� �yF� \ at IN ACCORDANCE WITH ITS REMEDIAL USE APPROVAL (DATED AUGUST 27, 2017), USE OF i7ER & fl O,,4 TO B y pT o THE MICROFAST SYSTEM ALLOWS A 2 -FOOT REDUCTION OF THE REQUIRED VERTICAL 00400 4 ` / PWC SEPARATION TO SEASONAL HIGH GROUNDWATER. THEREFORE, THE EXISTING LEACHING g LAWN fl404{} O 1 ,r j p✓� FIELD, WILL COMPLY WITH THE REGULATIONS, WITHOUT THE NEED FOR VARIANCE. DESIGN CALCULATIONS oN BENCHMARK O L O T DESIGN FLOW TOP OF CONCRETE �4� i% %r ✓✓ P POSED DWELLINGr � BOUND. N.A.V.D. '� 6 BEDROOMS 0 110 GPD/BEDROOM 660 GPD ELEVATION 5.29 J 5,407tSF Q 1 ' t1. s ✓ , r ,T O PIERS 12 8 REQUIRED SEPTIC TANK F`�r IAYv RIDGE=40 5 ® r ! ,r r,,, c - Sp �.;; s r i s ;; f,°; F.,'r AVERAGE GRADE AT LOT40�'� �;� r " 9.6 ) a� BATH STREETS. VARIANCES REQUESTED 660 GPD X 200% = 1,320 GALLONS IA /orf is 'o USE 1,500 GALLON SEPTIC TANK �,. ELEVATION 5.9 N �, . itiC� - �^" ,: ®/� '%;;''ter c ! TITLE 5 z SIZE OF REQUIRED LEACHING FACILITY - ~� `,j ' ; °`�`'' ';i*%j" a 6£ �J// DECK 1. 310 CMR 15.211(1): TO ALLOW A 5 FL SEPARATION FROM THE FOUNDATION M (DESIGNED AND INSTALLED IN ACCORDANCE WITH THE y % , ` € ,'•r / TO THE EXISTING LEACHING FACILITY. A 15 FT. VARIANCE IS REQUESTED. REQUIREMENTS OF THE 1978 CODE) a <' PROPOSED F 'ex a / a RINSING STATION i �/ �°; " off c� J 2. 310 CMR 15.211(1): TO ALLOW A 5 FT. SEPARATION FROM THE SEPTIC TANK } •� %` r /' / '`t�� �p1 / ((��� TO THE FOUNDATION WALL. A 5 FT. VARIANCE IS REQUESTED. AGF OF D. V, y1 NF#1fl1 LOT 38 3.6' ` a 4 y r� / Mpg• �� O / 3. 310 CMR 15.211(1): TO ALLOW A 5 FT. SEPARATION FROM THE SEPTIC TANK a \? 444900flC TO A PROPERTY LINE. A 5 FT. VARIANCE IS REQUESTED. 44040,., ,`J��1 CD EXISTING 11STING PERIMETER v i no 00 0 1, 1� /f �[ ,��Q� 4. 310 CMR 15.211(1): TO ALLOW A 3 FT. SEPARATION FROM THE EXISTING 0 LEACHING TRENCHES (WALL TO REGIN 006gap 0 �o / �` k LEACHING FACILITY TO A PROPERTY LINE. A 7 FT. VARIANCE IS REQUESTED. UNCED 2' X 46' j t� Q oGpOp2� / Q N t 19Q3g, 0 44 00 404 / TOWN OF YARMOUTH 004 5. SECTION 3.7: TO ALLOW CONTINUED USE OF THE EXISTING LEACHING FACILITY ! PROPOSED g� \ }r �P LESS THAN 100 FEET FROM THE EDGE OF A WETLAND RESOURCE AREA. A o L� ` /+ / j t Opp 8'x20' DECK 58 -FOOT VARIANCE IS REQUESTED. SECOND STORY oINF / 1!/ EL J 3 Q I J s FCn CL / l XiSTING SUNROOM D / F / WIO BE REPLACED WITH AGROUNDLEVE I /f I j PERVIOUS PATnI / 3 DISTRIBUTION BOX DETAIL (H=20)_ 1.1 NOT TO SCALE N COVER RVABLE ,` ff SYSTEM PROFILE 0oj { 1 NOT TO SCALE 00 CONC. RISER B. / CD 4" SCH. 40 PVC (6) 5 DIA. KNOCKOUTS 4" 5" TYP, rj EL=12.0 L= 1.5 FT TOP FOUNDATION 5=0.03 3 11" 4" SCH. 40 PVC L=0. FT. + O O 24" • I I 12" DIA. COVER EL 9.3E 5=0.025 AIR BLOWER •� NEW 4" SCH. 40 PVC o <J13" - o 00 acn,.: s 28 a c x Ln PILGRIM a a ROAD N w m YJ NOT TO SCALE tSN Of lygs" cyG BRIANG. rt, o YERGATIAN BOTTOM ON LEVEL STABLE BASE 6" MINIMUM 9 No, 46206 C 90,r Fr'ISTEQ'� f' 24" --�I BRIA YER DTE PROFESSIONAL ENGINEER 3/4 TO 1-1/2" REPAIR 123 STANDISH WAY 0� WEST YARMOUTH MASSACHUSETTS SECTION VIEW CRUSHED STONE PLAN VIEW 0 NO. DATE DESC. 1 10/23/18 PER HEALTH DIVISION 2 1/23/19 REMOVE FOUNDATION WALL ADD SQUARE PILINGS DIISTRIBUTION 1. BOX TO WITHSTAND H-20 LOADING. 2. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. Yarmouth Health Department 3. FIRST TWO FEET OF PIPES OUT OF DISTRIBUTION BOX SHALL BE LAID LEVEL. j CHRIS DOUGLASS 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. CHRISDOUGLASS15@GMAIL.COM t BSC G"'ROUP .3.uBkk_s:t 5. CONCRETE COVER SHALL BE SET WITHIN 6 INCHES OF FINISHED GRADE. 5i E 508 778 8919 © 2019 BSC Group, Inc. SCALE: 1" = 10' Eniiiiiiiiii 0 5 10 20 Fm 0 d DWG. NO: 6541-02 SHEET 1 OF 2 JOB. N0: 5-0188.00 1=7.60 1=7.20 1 1=7.45 =7.15 :r NEW DISTRIBUTION 1,500 GALLON BOX MICROFAST PROCESSOR TANK rs SEE GENERAL NOTE 10 ABOVE 3.17' SEPAlRATION •• 1 EST. HIGH GROUNDWATER EXISTING LEACHING TRENCHES 28 a 3 x Ln PILGRIM a a ROAD N w m LOCUS MAP NOT TO SCALE tSN Of lygs" cyG BRIANG. rt, o YERGATIAN CIVIL w 9 No, 46206 C 90,r Fr'ISTEQ'� a�W FS3/ONAL ENG` BRIA YER DTE PROFESSIONAL ENGINEER SEPTIC SYSTEM REPAIR 123 STANDISH WAY IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN OCTOBER 16, 2018 NO. DATE DESC. 1 10/23/18 PER HEALTH DIVISION 2 1/23/19 REMOVE FOUNDATION WALL ADD SQUARE PILINGS Yarmouth Health Department P V D ame Date PREPARED FOR: CHRIS DOUGLASS 1819 TRAPELO ROAD WALTHAM, MA 02451 CHRISDOUGLASS15@GMAIL.COM t BSC G"'ROUP .3.uBkk_s:t 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2019 BSC Group, Inc. SCALE: 1" = 10' Eniiiiiiiiii 0 5 10 20 Fm FI LE:...Projects-YAR\Civil\-Drawings\5018800-SP.dwg DWG. NO: 6541-02 SHEET 1 OF 2 JOB. N0: 5-0188.00 CAP UNIT ADHERES TO TOP UNIT IMPERVIOUS FILL W/VERSA-LOK 12" DEEP CONCRETE ADHESIVE MOSAIC PANEL HEIGHT 10' DRAINAGE AGGREGATE VERSA-LOK MOSAIC 12" THICK MIN. NOTES Inspection/ Pump CONCRETE UNITS out ports All plumbing and 1 . Airline Piping to FASTO may not exceed 100 IT [30m] total length and Minimum leg extension assembly (COBBLE, ACCENT AND see notes 3-5 venting must use have a maximum of 4 elbows in the Toning system. For distances see note 1-4 STANDARD UNITS) 4" DIA. PERFORATED DRAIN PIPE OUTLET greater than 100 FT (30m] consult factory. Blower must be located 2 screws ` water tight gaskets above flood levels on a concrete base 26"X 20"X 2" [65X 50 x 5cm] per side Alternate Air Supply ® END OF WALL AND THROUGH WALL 40' see notes 2-5 i > - Option 2"A'r min. included O.C. MAX.). SLOPE TO DRAIN (1/8 FT) 3"[8]0MIN .. - 't� Supply _„ `• Vent FAST® vent Option AND WRAP IN FILTER FABRIC. ' see note 2 Pi e clam 2. Vent to desired location and cover opening with a vent aisle sste at "' - Non -corrosive clamp - Line _ p P least 7 sq in. 45 sq. cm] open surface narea.condensate uvzitu stainless steel u �;" "every 2 feet [O.bm] _ \ see note 9 screws. Ven�pping must not allow condensate build up or create _I I back ressvre, Vent must be above finished rade or higher see < P g 9 l ,� c,l - - VERSA-LOK STANDARD n �>s� � � T, � NDS Grate MIN 7 in •:''� 4" 11010 sneer 4 of a). , SQ [45 cm SQ of -I UNIT BASE COURSE ASTMS effluent pipe i« ,.'6� �� 1 I_I I -III-I ( ) open surface area see note 7 3. All appurtenances to FASTD (e.g. tanks, access ports, electrical, eta.) .,at { e,� a ' 7: ,,, must conform to all applicable country, state, province, and local h< xb ^ ^' CRUSHED STONE OR RECLAIMEdI- alovier Plping U' plumbing and electrical codes. Rum pout access shall be adequate 'y' note t to thoroughly clean out both zones. v�1$r i MATERIAL LEVELING PAD t -,x , MIN. 6" THICK 4. All inspection, viewing and pump out ports must be secured to L. Riser FASTG Air Lift - NOTE: WALLS OVER 4 FEET REQUIRE �( rU �4 IE s7 s) [: 16:30MIN see note 11 pre vent acct d ental or unouthonzed access. � - SIGNED/STAMPED PLANS AND [41.6 MIN] 5.. Tank, piping, conduit, etc. are provided by others. Blower control 12" MIN - 1 [3�osMIN] STRUCTURALPROFESSIONALPROFESSIONALUENGINEER. aA Fasten with no system by Bio-Microbics, Inc. See Installation Manual. corrosive minimums are considered necessary, cons torr screws ,T53td�#:as`� .. jz ; 6. IF less than the specified ns'de Ory, uli ,.._...rr. factory for guidance. 61/8"MIN _ Gasket r E_� 7. All piping and ancillary equipment installed after FAST must riot [15.a MIN] r t 4I t I., T Y rT,r [88.9-117.3] impede orrestrict free flow of effluent Non -corrosive clamp Riser rvtL xt_r ",.m every2feet[o.6m] MODULAR BLOCK RETAINING WALL - tt „ r .,. .., -, ,. �, , 8. The tank(s) shall be designed to prevent air passage between the .a.,Y ; {nTit} f .¢;')' A4#uSt Pt +.:�x�,�, t ,;: a ,, 41 1 /4 MIN settling zone/tank and the treatment zone and preventing an air lock. '^ , _'° y^ is "s "=n `, R C R APPROVED / /'� 4 'wtiSte 1`''T;-' .„ 'BHT -r. , i" [105 MIN] Examples Include a baffle waif sealed to the lid or treatment zone TH.,":, t4;'' DETAIL YE' `JA-LOK 0' ` Ah h' `O YED Eli(U• `L setti4t�5 a 9. The airsupply linepnto the FASTO must begsedance. k} - SCALE 1 :4 CALF. NONE inlet line with a ca Consult facto for u } PPY cured to prevent ��' > 1 connection between zones vibration induced damage. The air supply line should be secured with ><'`* 2" Air 63/8"MIN anon -corrosive clamp every 2'min[60cm].SeeaBernoteoirwpply [16.2MIN] option on sheet 4 of 4. - DETAIL Line see note 6 & 12 SCALE 1 : 5 FASTO Air Lift 10. Specialized treatment levels may require specific Features to be Settling Zone Treatment Zone incorporated into the design. Consult factory for guidance. 2" PVC 350 Go Ikm M IN [1300 L MIN] 450 Gallon MIN [1700 L MIN] 11. Min. height may be reduced, consult factor and reference "Low - Coupler Profile Module Procedure.pdf" _ ------------ �- � 12. Refer to sheet 4 of 4 for leg extensions requirements. - I i r 293/4"±114" I 161±1/4" I Notes 138.1 -FOA] 1 •1 75.6±0.61 I 1. .Secure leg extension to the FAST® unit by placing two screws on each side of the leg extension (4 screws per feet are 30" / i 31 1/4"MIN Ipnclud sch g obtain the desired height. Minimum pipe length of 61/8" [15.56cm will 2. Cvt 4" schd.40 PVC pipe (not included} too = ( [76.21 i T 17 [79.4 MIN] DO NOT SCALE DO NOT SCALE 6.. s` , I provide minimum clearance of l0". For heights greater than 18" [45.7cm] use schd.80 PVC pipe (not included). � i UNLESS NOTED � Consult factory for extending leg beyond 36'[90 cm]. UNLESS NOTED J I [ s 59 1/2 I DIMENSIONS - 3. Anchor the leg extensions to the tank with noncorrosive hardware (not included) at the provided mounting points. -DIMENSIONS '" ® > c w L__-_-_ m e 4. If less than thes specified minimumsare considered necessary, consult facto for guidance. �' _______ ___ _ _______ __________ _J ARE 2 INCHES 5. The suit f Erie into the FASTe Unit must 6'secured to event vibration induced damage. Toe al ARE IN INCHES P ry- factory 9 Y [CENTIMETERS] F ppN pr g r supply line should [CENTIMETERS] Minimum clearance to 12" MIN TOLERANCES serreR wnrEnraerrea woat.n. be secured with a non -corrosive clam eve 2ft 0.6m minimum. 6BrrErR WArEn. aerrBnwoRLa• P every ] i TOLERANCES a insert FAST® liner into Tank [30.5 MIN] ± 0.02 IN/IN 6. Tank, anchors, piping conduit, blower, housing pad and vents are provided by others. ± 0.02 IN/IN COMPACTED COMMON �� 67 1 /2" MIN [± 0.05 CMICM] MicroFAST 0.50 FAST Unit i± 0.05 CM/CM] MicroFAST 0.50 FAST Unit 4 WEEPHOLE GRAVEL BACKFILL 171.5 MIN WEIGHT b s¢R Dw.lmuc wMaEx WEIGHT Ib s1zE Dawvnuc winnesa [ ] � (TYP.) 10' O.C. THE MEORMATION CONTAINED" THE DRAWING 6iHESOIE PROPERTY OF 010 -MOR INC, ANY REPRODUCTIONIN PARI ORASA NAME DAF` A MlcroFAST00.50 w1h feet SHEET THE INFORMATON CONTAINED IN THE DRAWING E THE SOLE PROPERTY OF BO-MICP031CS INC. ANY REPRODUCTION IN PART OR ASA NAME DATE A MicroFAST®0.50 Details SHEET WHOLE WITHOUT THE WRIT EN PERMISSON OF BTO-MCROBIC5 INC.6 PROHIBITED. DESIGN AND INVENTION RIGHTS ARE RES EWED. IN THE B10-MICROBICS©2014 [DRAWN crc IYIB@006 20F4 WHOLE WRHOUTTHE WRITTEN PERM6SONOF BIPMOROBOSINC.6 PROHIBITED. DESIGN INVENTION ROHAISAREWkEX EO�ED. iNTNE BIO -M CROBICS©2014 DRAWN crc lxnsnm6 40F4 NTERE5T OFTECHNOLOGICALADVANCEMENT.ALL PRODUCTS ARE SUBJECT 70DESI3N AND OR MATERIAL CHANGE WITHOUT NOTICE INTEREST OF TECHNOLOGICAL ADVANCEMENT. ALL PRODUCTS ARE 5U BJECT TO DESIG N AN D OR MATERIAL CHANGE NOTICE. CHECKED ff v/19Ytora pEVEED 9flal2013 ffV. I4 F05 -V CHECKED Ff 91�a/2o la FEVEEa 9JIB/MI3 SV. INFO$ -b' (1 Nr in FINISH 1/2 C.Y, MIN �� GRADE CRUSHED STONE 12 M GO N _ 2'-O"h a , � w m 12° z F Specifications for MicroFAST 0.50 Wastewater Treatment System 1 . GENERAL 8 MINIMUM The contractor shall furnish and install (1 ) MicroFASTC0.50 treatment system as manufactured by Bio-Mlcrobcs, Inc. The treatment system shall be complete with all needed equipment as 1 COMPACTED shown on the drawings and specified herein. x CRUSHED The principal items of equipment shall include the FASTG system insert, blower assembly, blower controls and leg extensions or lid. All other itemsvvill be prodded by others. The MicroFAST 0.50 unit shall be situated within a 450 Gallon [17001-] minimum compartment as shown on the drawings. Suggested maximum settling zone is (1) X the daily flow. Tank must STONE C provide adequate pump out access and conform to local, state, and all other applicable codes. The contractor shall coordinate the proper fabrication of the tank between the FAST NOTES: N 1. CLASS "A" CEMENT CONCRETE TO BE USED. IR system and tank supplier with regard to fabrication of the tank, installation of the FAST unit, and delivery to the job site. o; 2. EXPANSION JOINTS TO BE PLACED 90' O.C. MAXIMUM WITH 1 2. OPERATING CONDITIONS INTERMEDIATE CONSTRUCTION JOINTS PLACED AT 30' O.C. MAXIMUM. o, The MicroFAST 0.50 treatment system shall be capable of treating the wastewater produced by typical family activities (bath, laundry, kitchen, etc.) ranging from (1) one to 3, ALL CONCRETE DIMENSIONS SHOWN ARE MINIMUM. C) (8) eight people and not to exceed 500 US Gallons per day (1800 LPD) provided the waste contains nothing that Will interfere with biological treatment. The FAST system is a biological N treatment system not meant for non -biodegradable or industrial wastewater. N 3. MEDIA LOW RETAINING WALL T The FAST® media shall be manufactured of rigid PVC, polyethylene, or polypropylene and it shall be supported by the polyethylene insert. The media shall be fixed in position and contain no moving or wearing parts and shall not corrode. The media shall be designed and installed to ensure that sloughed solids descend through the media to the bottom of the septic tank. SCALE: NONE 0 4. BLOWER 10 The MicroFAST 0.50 unit shall come equipped with a regenerative type blower capable of delivering 17-25 CFM [31-46 m3/hr]. The blower assembly shall include an inlet filter with metal filter element. The blower shall be mounted outside the tank on a contractor supplied concrete base. Blower piping to the tank shall use noncorrosive material (PVC, Galvanized, or stainless Steel). Do not run galvanized pipe inside the treatment tank. Refer to Installation Manual for further details. CL 5. REMOTE MOUNTED BLOWER CHI The blower shall be placed on a contractor supplied concrete base. The blower must not sit in standing water and its elevation must be higher than the tank and normal flood level. A two- piece, rectangular housing shall be provided. The discharge air line from the blower to the MicroFASTO System shall be provided and installed by the contractor. F W 6. ELECTRICAL The electrical source should be within 150 feet [45 meters] of the blower consult local codes for longer wiring distances. All wiring must conform to all applicable codes(IEC, NEC, etc.). o Wiring distances must prevent significant voltage loss. Input power on 6OHz electrical systems 110/220VAC, 10, 3.5/1.7 FLA, on 50 Hz electrical systems 220VAC, 10, 1.9 FLA. Other voltages and phase are also available. Actual power consumption varies with site conditions. All conduit and wiring shall be supplied by contractor. 1 7. CONTROLS 3 The control panel provides power to the blower and contains an alarm system consisting of a visual and audible alarm capable of signaling blower circuit failure and high water conditions. The control panel is equipped with SFRO (Sequencing Fixed Reactor) timed control feature. A manual alarm silence button is included. 0 0 8. INSTALLATION AND OPERATING INSTRUCTIONS All work must be done in accordance with local codes and regulations. Installation of the FAST 0.50 shall be done in accordance with the written instructions prodded by the manufacturer. ED Manuals shall be fumished, which will include a description of system Installation, operation, and maintenance procedures. r1 9. FLOW AND DOSING CIL. FASTO systems have been successfully designed, tested and certified receiving gravity, demand -based influent flow. When influent flow is controlled by pump or other means to help with of highly variable flow conditions, then multiple dosing events should be used to maximize performance. The flow rate shall not exceed 5 gpm (1 9 Lpm) with a maximum hourly flow not to exceed 100A of the design daily flow (50gph (190 LPH)). 00 CD l O.W ARRANTY / Bio-Microbics, Inc. warrants all new residential FASTO models (MicroFASTOO.50, 0.625, 0.75, 0.90, and 1.5) against defects in materials and workmanship for a period of two years after o installation or three years from date of shipment whichever occurs first. All other FASTO system models are warranted for a period of one year after installation or eighteen months from date 3 of shipment, whichever occurs first. All are subject to the following terms and conditions below: o During the warranty period, i any part's defective or fails to ttert instruct as specified when operating bi design conditions, and if the equipment has been Installed and is �1 being operated and maintained in accordance wish the wniteninsfrucfions provided by Blo-Mucrobics, Inc., Bio-Microbics, Ai c. will repair or replace at Its tliscretionsuch / defective parts free Of charge. Defective partsmunibe returned by owner to Bio-Microbics, ht.'s factory postage paid, ifso requested. The cost of labor and all other •5 expenses resulting from replacement of the de fecllve parts and from installs tlon of parts furnished under this warranty and regular mainlen Once items such as DO NOT SCALE filters or bulbs shall be borne by lha owner. This warranty does not cover general system mII aeras or corn pan ents which have been damaged by Flooding or any - o components that have been disassembled by unaiLhoraed persons, im property Installed or damaged due to altered or im prop er wiring or overload protection. BSC GROUP This womanly applies only to the treatment plant and does not include any of the structure wiring, plumping, drainage, septic tank or di, system. RIO-Microbics, No. UNLESS NOTED ' .s. 0D reserves the Right to revise, change or modify the corstruction and/or design of the FAST system, or any Component part or parts thereof, without Incurring any obligation DIMENSIONS o �',," � ` 00 to make such changes or modifications in present equipment. Bio-Microbics, Inc. is not responsible for consequential or incidental damages of any nature resulting from ARE IN INCHES ----- Lp such things as, but not limited to, defect in design, material, orworkmanship, or delays in delivery, replacements orrepairs. - (CENTIMETERS] THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES EXPRESS OR IMPLIED. BIO-MICROBICS SPECIFICALLY DISCLAIMS ANY IMPLIED BETTER V✓ATER. ¢ETTER WORLD.' WARRANTY OF MERCHANTABILITY OR FITNESS FOR APARTICULAR PURPOSE. TOLERANCES >'• NO REPRESENTATIVE OR PERSON IS AUTHORIZED TO GINE ANY OTHER WARRANTY ORTOASSUME FOR BIO-MICROSICS, INC., ANY t 0.02 1N/IN OTHER LIABILITY IN CONNECTION WITH THE SALE OF ITS PRODUCTS. Contact yourlocal disiributorforporis and service. [+0.05 CM/CM] MicroFAST 0.50 FAST Unit WEIGHT Ib SIZE DRAWING NUMBER I` THE INFORMATION CONTAINED IN THIS DRAWING 6THESOLE PROPERTY OF 810-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A NAME DATE A Micro FAST@ 0.50 Specifications SHEET CL WHOLE WITHOUT THE WRITTEN PERMISSION OF BKYMICROBICS INC. 6 PROHIBITED. DESIGN AND INVENTION RIGHTS ARE RESERVED. IN THE BIO-MICROBICS © 2014 DRAWN crc f4Aa/so06 30F4 p INTEREST OF TECHNOLOGICALADVANCEMENT, ALL PRODUCTS ARE SUBJECT TO DESIGN AN D OR MATERIAL CHANGE WITHOUT NOTICE. �S CHECKED RE 9/iB/2013 REVISED 9 /1 812 0 1 3 REV. IN FD$ -V 0 V N d E z Ll` ��viH OF M4SS9c oma' 9G aT BRIAN G. m o YERGATIAN � � CIVIL m -0 9 No. 46206 o Q FSS/ONAL ENG` BRIAN G. YERGA iVJ DA E PROFESSIONAL ENGINEER SEPTIC SYSTEM REPAIR 123 STANDISH WAY IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) MICROFAST DETAILS OCTOBER 16, 2018 N0. DATE DESC. 1 10/23/18 PER HEALTH DIVISION 2 1/23/19 REMOVE FOUNDATION. WALL ADD SQUARE PILINGS PREPARED FOR: CHRIS DOUGLASS 1819 TRAPELO ROAD WALTHAM, MA 02451 CHRISDOUGLASSI5QGMAIL.COM 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 5087788919 © 2019 BSC Group, Inc. SCALE: NOT TO SCALE FILE: ...Prajects-YAR\Civil\_Drawings\5018800-SP.dwg DWG. N0: 6541-02 SHEET 2 OF 2 JOB. N0: 5-0188.00 CAP UNIT ADHERES TO TOP UNIT IMPERVIOUS FILL W/VERSA-LOK 12" DEEP CONCRETE ADHESIVE MOSAIC PANEL HEIGHT 10' DRAINAGE AGGREGATE VERSA-LOK MOSAIC 12" THICK MIN. NOTES Inspection/ Pump CONCRETE UNITS out ports All plumbing and 1 . Airline Piping to FASTO may not exceed 100 IT [30m] total length and Minimum leg extension assembly (COBBLE, ACCENT AND see notes 3-5 venting must use have a maximum of 4 elbows in the Toning system. For distances see note 1-4 STANDARD UNITS) 4" DIA. PERFORATED DRAIN PIPE OUTLET greater than 100 FT (30m] consult factory. Blower must be located 2 screws ` water tight gaskets above flood levels on a concrete base 26"X 20"X 2" [65X 50 x 5cm] per side Alternate Air Supply ® END OF WALL AND THROUGH WALL 40' see notes 2-5 i > - Option 2"A'r min. included O.C. MAX.). SLOPE TO DRAIN (1/8 FT) 3"[8]0MIN .. - 't� Supply _„ `• Vent FAST® vent Option AND WRAP IN FILTER FABRIC. ' see note 2 Pi e clam 2. Vent to desired location and cover opening with a vent aisle sste at "' - Non -corrosive clamp - Line _ p P least 7 sq in. 45 sq. cm] open surface narea.condensate uvzitu stainless steel u �;" "every 2 feet [O.bm] _ \ see note 9 screws. Ven�pping must not allow condensate build up or create _I I back ressvre, Vent must be above finished rade or higher see < P g 9 l ,� c,l - - VERSA-LOK STANDARD n �>s� � � T, � NDS Grate MIN 7 in •:''� 4" 11010 sneer 4 of a). , SQ [45 cm SQ of -I UNIT BASE COURSE ASTMS effluent pipe i« ,.'6� �� 1 I_I I -III-I ( ) open surface area see note 7 3. All appurtenances to FASTD (e.g. tanks, access ports, electrical, eta.) .,at { e,� a ' 7: ,,, must conform to all applicable country, state, province, and local h< xb ^ ^' CRUSHED STONE OR RECLAIMEdI- alovier Plping U' plumbing and electrical codes. Rum pout access shall be adequate 'y' note t to thoroughly clean out both zones. v�1$r i MATERIAL LEVELING PAD t -,x , MIN. 6" THICK 4. All inspection, viewing and pump out ports must be secured to L. Riser FASTG Air Lift - NOTE: WALLS OVER 4 FEET REQUIRE �( rU �4 IE s7 s) [: 16:30MIN see note 11 pre vent acct d ental or unouthonzed access. � - SIGNED/STAMPED PLANS AND [41.6 MIN] 5.. Tank, piping, conduit, etc. are provided by others. Blower control 12" MIN - 1 [3�osMIN] STRUCTURALPROFESSIONALPROFESSIONALUENGINEER. aA Fasten with no system by Bio-Microbics, Inc. See Installation Manual. corrosive minimums are considered necessary, cons torr screws ,T53td�#:as`� .. jz ; 6. IF less than the specified ns'de Ory, uli ,.._...rr. factory for guidance. 61/8"MIN _ Gasket r E_� 7. All piping and ancillary equipment installed after FAST must riot [15.a MIN] r t 4I t I., T Y rT,r [88.9-117.3] impede orrestrict free flow of effluent Non -corrosive clamp Riser rvtL xt_r ",.m every2feet[o.6m] MODULAR BLOCK RETAINING WALL - tt „ r .,. .., -, ,. �, , 8. The tank(s) shall be designed to prevent air passage between the .a.,Y ; {nTit} f .¢;')' A4#uSt Pt +.:�x�,�, t ,;: a ,, 41 1 /4 MIN settling zone/tank and the treatment zone and preventing an air lock. '^ , _'° y^ is "s "=n `, R C R APPROVED / /'� 4 'wtiSte 1`''T;-' .„ 'BHT -r. , i" [105 MIN] Examples Include a baffle waif sealed to the lid or treatment zone TH.,":, t4;'' DETAIL YE' `JA-LOK 0' ` Ah h' `O YED Eli(U• `L setti4t�5 a 9. The airsupply linepnto the FASTO must begsedance. k} - SCALE 1 :4 CALF. NONE inlet line with a ca Consult facto for u } PPY cured to prevent ��' > 1 connection between zones vibration induced damage. The air supply line should be secured with ><'`* 2" Air 63/8"MIN anon -corrosive clamp every 2'min[60cm].SeeaBernoteoirwpply [16.2MIN] option on sheet 4 of 4. - DETAIL Line see note 6 & 12 SCALE 1 : 5 FASTO Air Lift 10. Specialized treatment levels may require specific Features to be Settling Zone Treatment Zone incorporated into the design. Consult factory for guidance. 2" PVC 350 Go Ikm M IN [1300 L MIN] 450 Gallon MIN [1700 L MIN] 11. Min. height may be reduced, consult factor and reference "Low - Coupler Profile Module Procedure.pdf" _ ------------ �- � 12. Refer to sheet 4 of 4 for leg extensions requirements. - I i r 293/4"±114" I 161±1/4" I Notes 138.1 -FOA] 1 •1 75.6±0.61 I 1. .Secure leg extension to the FAST® unit by placing two screws on each side of the leg extension (4 screws per feet are 30" / i 31 1/4"MIN Ipnclud sch g obtain the desired height. Minimum pipe length of 61/8" [15.56cm will 2. Cvt 4" schd.40 PVC pipe (not included} too = ( [76.21 i T 17 [79.4 MIN] DO NOT SCALE DO NOT SCALE 6.. s` , I provide minimum clearance of l0". For heights greater than 18" [45.7cm] use schd.80 PVC pipe (not included). � i UNLESS NOTED � Consult factory for extending leg beyond 36'[90 cm]. UNLESS NOTED J I [ s 59 1/2 I DIMENSIONS - 3. Anchor the leg extensions to the tank with noncorrosive hardware (not included) at the provided mounting points. -DIMENSIONS '" ® > c w L__-_-_ m e 4. If less than thes specified minimumsare considered necessary, consult facto for guidance. �' _______ ___ _ _______ __________ _J ARE 2 INCHES 5. The suit f Erie into the FASTe Unit must 6'secured to event vibration induced damage. Toe al ARE IN INCHES P ry- factory 9 Y [CENTIMETERS] F ppN pr g r supply line should [CENTIMETERS] Minimum clearance to 12" MIN TOLERANCES serreR wnrEnraerrea woat.n. be secured with a non -corrosive clam eve 2ft 0.6m minimum. 6BrrErR WArEn. aerrBnwoRLa• P every ] i TOLERANCES a insert FAST® liner into Tank [30.5 MIN] ± 0.02 IN/IN 6. Tank, anchors, piping conduit, blower, housing pad and vents are provided by others. ± 0.02 IN/IN COMPACTED COMMON �� 67 1 /2" MIN [± 0.05 CMICM] MicroFAST 0.50 FAST Unit i± 0.05 CM/CM] MicroFAST 0.50 FAST Unit 4 WEEPHOLE GRAVEL BACKFILL 171.5 MIN WEIGHT b s¢R Dw.lmuc wMaEx WEIGHT Ib s1zE Dawvnuc winnesa [ ] � (TYP.) 10' O.C. THE MEORMATION CONTAINED" THE DRAWING 6iHESOIE PROPERTY OF 010 -MOR INC, ANY REPRODUCTIONIN PARI ORASA NAME DAF` A MlcroFAST00.50 w1h feet SHEET THE INFORMATON CONTAINED IN THE DRAWING E THE SOLE PROPERTY OF BO-MICP031CS INC. ANY REPRODUCTION IN PART OR ASA NAME DATE A MicroFAST®0.50 Details SHEET WHOLE WITHOUT THE WRIT EN PERMISSON OF BTO-MCROBIC5 INC.6 PROHIBITED. DESIGN AND INVENTION RIGHTS ARE RES EWED. IN THE B10-MICROBICS©2014 [DRAWN crc IYIB@006 20F4 WHOLE WRHOUTTHE WRITTEN PERM6SONOF BIPMOROBOSINC.6 PROHIBITED. DESIGN INVENTION ROHAISAREWkEX EO�ED. iNTNE BIO -M CROBICS©2014 DRAWN crc lxnsnm6 40F4 NTERE5T OFTECHNOLOGICALADVANCEMENT.ALL PRODUCTS ARE SUBJECT 70DESI3N AND OR MATERIAL CHANGE WITHOUT NOTICE INTEREST OF TECHNOLOGICAL ADVANCEMENT. ALL PRODUCTS ARE 5U BJECT TO DESIG N AN D OR MATERIAL CHANGE NOTICE. CHECKED ff v/19Ytora pEVEED 9flal2013 ffV. I4 F05 -V CHECKED Ff 91�a/2o la FEVEEa 9JIB/MI3 SV. INFO$ -b' (1 Nr in FINISH 1/2 C.Y, MIN �� GRADE CRUSHED STONE 12 M GO N _ 2'-O"h a , � w m 12° z F Specifications for MicroFAST 0.50 Wastewater Treatment System 1 . GENERAL 8 MINIMUM The contractor shall furnish and install (1 ) MicroFASTC0.50 treatment system as manufactured by Bio-Mlcrobcs, Inc. The treatment system shall be complete with all needed equipment as 1 COMPACTED shown on the drawings and specified herein. x CRUSHED The principal items of equipment shall include the FASTG system insert, blower assembly, blower controls and leg extensions or lid. All other itemsvvill be prodded by others. The MicroFAST 0.50 unit shall be situated within a 450 Gallon [17001-] minimum compartment as shown on the drawings. Suggested maximum settling zone is (1) X the daily flow. Tank must STONE C provide adequate pump out access and conform to local, state, and all other applicable codes. The contractor shall coordinate the proper fabrication of the tank between the FAST NOTES: N 1. CLASS "A" CEMENT CONCRETE TO BE USED. IR system and tank supplier with regard to fabrication of the tank, installation of the FAST unit, and delivery to the job site. o; 2. EXPANSION JOINTS TO BE PLACED 90' O.C. MAXIMUM WITH 1 2. OPERATING CONDITIONS INTERMEDIATE CONSTRUCTION JOINTS PLACED AT 30' O.C. MAXIMUM. o, The MicroFAST 0.50 treatment system shall be capable of treating the wastewater produced by typical family activities (bath, laundry, kitchen, etc.) ranging from (1) one to 3, ALL CONCRETE DIMENSIONS SHOWN ARE MINIMUM. C) (8) eight people and not to exceed 500 US Gallons per day (1800 LPD) provided the waste contains nothing that Will interfere with biological treatment. The FAST system is a biological N treatment system not meant for non -biodegradable or industrial wastewater. N 3. MEDIA LOW RETAINING WALL T The FAST® media shall be manufactured of rigid PVC, polyethylene, or polypropylene and it shall be supported by the polyethylene insert. The media shall be fixed in position and contain no moving or wearing parts and shall not corrode. The media shall be designed and installed to ensure that sloughed solids descend through the media to the bottom of the septic tank. SCALE: NONE 0 4. BLOWER 10 The MicroFAST 0.50 unit shall come equipped with a regenerative type blower capable of delivering 17-25 CFM [31-46 m3/hr]. The blower assembly shall include an inlet filter with metal filter element. The blower shall be mounted outside the tank on a contractor supplied concrete base. Blower piping to the tank shall use noncorrosive material (PVC, Galvanized, or stainless Steel). Do not run galvanized pipe inside the treatment tank. Refer to Installation Manual for further details. CL 5. REMOTE MOUNTED BLOWER CHI The blower shall be placed on a contractor supplied concrete base. The blower must not sit in standing water and its elevation must be higher than the tank and normal flood level. A two- piece, rectangular housing shall be provided. The discharge air line from the blower to the MicroFASTO System shall be provided and installed by the contractor. F W 6. ELECTRICAL The electrical source should be within 150 feet [45 meters] of the blower consult local codes for longer wiring distances. All wiring must conform to all applicable codes(IEC, NEC, etc.). o Wiring distances must prevent significant voltage loss. Input power on 6OHz electrical systems 110/220VAC, 10, 3.5/1.7 FLA, on 50 Hz electrical systems 220VAC, 10, 1.9 FLA. Other voltages and phase are also available. Actual power consumption varies with site conditions. All conduit and wiring shall be supplied by contractor. 1 7. CONTROLS 3 The control panel provides power to the blower and contains an alarm system consisting of a visual and audible alarm capable of signaling blower circuit failure and high water conditions. The control panel is equipped with SFRO (Sequencing Fixed Reactor) timed control feature. A manual alarm silence button is included. 0 0 8. INSTALLATION AND OPERATING INSTRUCTIONS All work must be done in accordance with local codes and regulations. Installation of the FAST 0.50 shall be done in accordance with the written instructions prodded by the manufacturer. ED Manuals shall be fumished, which will include a description of system Installation, operation, and maintenance procedures. r1 9. FLOW AND DOSING CIL. FASTO systems have been successfully designed, tested and certified receiving gravity, demand -based influent flow. When influent flow is controlled by pump or other means to help with of highly variable flow conditions, then multiple dosing events should be used to maximize performance. The flow rate shall not exceed 5 gpm (1 9 Lpm) with a maximum hourly flow not to exceed 100A of the design daily flow (50gph (190 LPH)). 00 CD l O.W ARRANTY / Bio-Microbics, Inc. warrants all new residential FASTO models (MicroFASTOO.50, 0.625, 0.75, 0.90, and 1.5) against defects in materials and workmanship for a period of two years after o installation or three years from date of shipment whichever occurs first. All other FASTO system models are warranted for a period of one year after installation or eighteen months from date 3 of shipment, whichever occurs first. All are subject to the following terms and conditions below: o During the warranty period, i any part's defective or fails to ttert instruct as specified when operating bi design conditions, and if the equipment has been Installed and is �1 being operated and maintained in accordance wish the wniteninsfrucfions provided by Blo-Mucrobics, Inc., Bio-Microbics, Ai c. will repair or replace at Its tliscretionsuch / defective parts free Of charge. Defective partsmunibe returned by owner to Bio-Microbics, ht.'s factory postage paid, ifso requested. The cost of labor and all other •5 expenses resulting from replacement of the de fecllve parts and from installs tlon of parts furnished under this warranty and regular mainlen Once items such as DO NOT SCALE filters or bulbs shall be borne by lha owner. This warranty does not cover general system mII aeras or corn pan ents which have been damaged by Flooding or any - o components that have been disassembled by unaiLhoraed persons, im property Installed or damaged due to altered or im prop er wiring or overload protection. BSC GROUP This womanly applies only to the treatment plant and does not include any of the structure wiring, plumping, drainage, septic tank or di, system. RIO-Microbics, No. UNLESS NOTED ' .s. 0D reserves the Right to revise, change or modify the corstruction and/or design of the FAST system, or any Component part or parts thereof, without Incurring any obligation DIMENSIONS o �',," � ` 00 to make such changes or modifications in present equipment. Bio-Microbics, Inc. is not responsible for consequential or incidental damages of any nature resulting from ARE IN INCHES ----- Lp such things as, but not limited to, defect in design, material, orworkmanship, or delays in delivery, replacements orrepairs. - (CENTIMETERS] THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES EXPRESS OR IMPLIED. BIO-MICROBICS SPECIFICALLY DISCLAIMS ANY IMPLIED BETTER V✓ATER. ¢ETTER WORLD.' WARRANTY OF MERCHANTABILITY OR FITNESS FOR APARTICULAR PURPOSE. TOLERANCES >'• NO REPRESENTATIVE OR PERSON IS AUTHORIZED TO GINE ANY OTHER WARRANTY ORTOASSUME FOR BIO-MICROSICS, INC., ANY t 0.02 1N/IN OTHER LIABILITY IN CONNECTION WITH THE SALE OF ITS PRODUCTS. Contact yourlocal disiributorforporis and service. [+0.05 CM/CM] MicroFAST 0.50 FAST Unit WEIGHT Ib SIZE DRAWING NUMBER I` THE INFORMATION CONTAINED IN THIS DRAWING 6THESOLE PROPERTY OF 810-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A NAME DATE A Micro FAST@ 0.50 Specifications SHEET CL WHOLE WITHOUT THE WRITTEN PERMISSION OF BKYMICROBICS INC. 6 PROHIBITED. DESIGN AND INVENTION RIGHTS ARE RESERVED. IN THE BIO-MICROBICS © 2014 DRAWN crc f4Aa/so06 30F4 p INTEREST OF TECHNOLOGICALADVANCEMENT, ALL PRODUCTS ARE SUBJECT TO DESIGN AN D OR MATERIAL CHANGE WITHOUT NOTICE. �S CHECKED RE 9/iB/2013 REVISED 9 /1 812 0 1 3 REV. IN FD$ -V 0 V N d E z Ll` ��viH OF M4SS9c oma' 9G aT BRIAN G. m o YERGATIAN � � CIVIL m -0 9 No. 46206 o Q FSS/ONAL ENG` BRIAN G. YERGA iVJ DA E PROFESSIONAL ENGINEER SEPTIC SYSTEM REPAIR 123 STANDISH WAY IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) MICROFAST DETAILS OCTOBER 16, 2018 N0. DATE DESC. 1 10/23/18 PER HEALTH DIVISION 2 1/23/19 REMOVE FOUNDATION. WALL ADD SQUARE PILINGS PREPARED FOR: CHRIS DOUGLASS 1819 TRAPELO ROAD WALTHAM, MA 02451 CHRISDOUGLASSI5QGMAIL.COM 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 5087788919 © 2019 BSC Group, Inc. SCALE: NOT TO SCALE FILE: PM N N , Ln O 10 3 A-3 SECOND FLOOR PLAN 353 SQ. FT. to C co DOOR SCHEDULE - TYPE SIZE (W x H) DETAILS DETACHED HOUSE QUANTITY O3'-0" x 7'-0" EXTERIOR DOOR WITH WINDOW, OWNER SPEC. 2 O2'-10" x 7'-0" EXTERIOR FRENCH DOOR 1 ONOT USED AWNING 3 O2'-8" x 6'-8" SOLID CORE, INTERIOR DOOR 2 �5 2'-6" x 6'-8" SOLO CORE, INTERIOR DOOR 5 ONOT USED O2'-7" x 4'-8" ONOT USED O2'-0" x 4'-8" ALL BATHROOM DOORS TO HAVE PRIVACY LOCKSETS N io n I� N Co O H Ui 0 N FIRST FLOOR PLAN 536 SQ. FT. WINDOW SCHEDULE - DETACHED HOUSE TAG NOMINAL SIZE WINDOW TYPE QUANTITY O2'-3" x 4'-8" DOUBLE HUNG 5 O2'-0" x 2'-0- AWNING 3 O NOT USED O NOT USED O2'-7" x 4'-8" DOUBLE HUNG 7 O2'-0" x 4'-8" DOUBLE HUNG 2 O2'-0" x Y-4' DOUBLE HUNG 1 ANDERSEN WINDOWS TO BE 200 SERIES, SIMULATED DIVIDED LITE WITH DUAL PANE, LOW -E GLASS: WHITE VINYL CLAD WITH WHITE HARDWARE, WHITE INTERIOR, ORB HARDWARE, AND WHITE SCREENS: PROVIDE TEMPERED GLASS WHERE REOUIRED BY CODE WINDOWS LOCATED ON PLANS BY CENTER -LINE DIMENSIONS SQUARE FOOTAGE: 1ST FLOOR: 537 LIVEABLE SO. FT. 2ND FLOOR: 370 LIVEABLE S0. FT. TOTAL: 907 LIVEABLE SO. FT. LOT COVERAGE: CARPORT 537 SQ. FT. PORCHES 72 SO.FT. TOTAL: 609 SOFT. 20/. MAX. ALLOWABLE • 2.268 609 < 2,268 A CERTIFIED AS BUILT IS REQUIRED BEFORE FINAL INSPECTION TOW'N OF n,r•. r ' REVIEWED FO^ BIII'..DIN3 AND EC'i"!3 CODE COM^LI- ANCE. ERRORS OR Ci,;',',iSSIONS DO NOT RELIEVE THE APPLICANT FROM THE R.ESPONS'BUIY OF'AS BUILT' C00LIANCE. DATE: �1 - �'LC -1 - BuiLDINc I„wt FELEE GOP' Yarmouth Health Department Date ■ KEY: ------ NEW STUD WALL EXISTING STUD WALL ® BRICK ASSEMBLY 0 CONCRETE CMU BU ODOOR TAG O WINDOW SM SMOKE / CO2 DETECTOR COMBO OHEAT DETECTOR NOTES: REVISIONS: PSK Dr MQg o PAUL W �c q 9 No. 353340 9o,�FGISTEQ`0\��p, ss�ONALE' -7 z 012- oil J2-oil PROPOSED DETACHED RESIDENCE AT 123 STANDISH WAV WEST YARMOUTH, M. PREPARED FOR CHRIS & MARIA DOUGLASS BY MARK S. MCCART,' LONG FELLOW DESIGN BUILD 774 . 255 .1709 12 JULY 2019 DRAWING: DE TA CHED HOUSE FL OOR PL ANS SCALE: 1/4 = 1' - W )CK TAG HY m SOLID BRIDGING AT 48" O.C. FIRST TWO BAYS 0 V— DETACHED HOUSE CEILING FRAMING PLAN SHEAR WALL HOLD DOWNS AND SPECIAL NAILING QSIMPSON HDU2 WITH %- DIAMETER ROD; ATTACH TO CONCRETE PIER OR DRILL THRU LVL BEAM AND INSTALL 5" x 5" x" PLATE WASHER WITH t" DIAMETER CENTERED HOLE QSIMPSON HDU4 WITH %j DIAMETER ROD; ATTACH TO CONCRETE PIER OR DRILL THRU LVL BEAM AND INSTALL 5" x 5" x" PLATE WASHER WITH t" DIAMETER CENTERED HOLE QSIMPSON HDUS WITH %" DIAMETER ROD; ATTACH TO CONCRETE PIER OR DRILL THRU LVL BEAM AND INSTALL 5" x 5" x" PLATE WASHER WITH 1" DIAMETER CENTERED HOLE QSIMPSON HDU8 WITH %" DIAMETER ROD; ATTACH TO CONCRETE PIER OR DRILL THRU LVL BEAM AND INSTALL 5" x 5" x PLATE WASHER WITH I" DIAMETER CENTERED HOLE Al SIMPSON HDUII WITH 1" DIAMETER ROD; ATTACH TO CONCRETE PIER OR DRILL THRU LVL BEAM AND INSTALL 5" x 5" PLATE WASHER WITH V DIAMETER CENTERED HOLE O TYPICAL SIDE WALL NAILING, HORIZONTAL BLOCKING IS REOUIRED AT PLYWOOD SEAMS; 8d NAILS AT 6" EDGES, 12" IN FIELD; '/z" PLYWOOD OR %,6" OSB 0' SPECIAL SIDE WALL HARING, HORIZONTAL BLOCKING IS REQUIRED AT PLYWO0D SEMIS; Sd NAILS AT 4" EDGES, 12" IN FIELD; I/{ PLYWOOD OR 346 OSB 00 BOTH SIDES r -------------------- I I I I I I 1 I I I I I F- I I 1 1 I 1 I I I 1 I 1 1 T I' 1 �. I I I I I 1 U 1 1 I I I 1 I 1 I I ____________________y I I I I � I = I � I m I W I � I I ^ I x I N I I I 4 Q I 1 1 I I I 1 I 1 I I 1 I I 1 1 I I I I I I \ I I I I 1 I I I� Iln i 1 I / I 111 ON I 1 t 1 1 I I I 1 I+ QO`' I I I EQUAL EOU I IL 2t V— DETACHED HOUSE CEILING FRAMING PLAN SHEAR WALL HOLD DOWNS AND SPECIAL NAILING QSIMPSON HDU2 WITH %- DIAMETER ROD; ATTACH TO CONCRETE PIER OR DRILL THRU LVL BEAM AND INSTALL 5" x 5" x" PLATE WASHER WITH t" DIAMETER CENTERED HOLE QSIMPSON HDU4 WITH %j DIAMETER ROD; ATTACH TO CONCRETE PIER OR DRILL THRU LVL BEAM AND INSTALL 5" x 5" x" PLATE WASHER WITH t" DIAMETER CENTERED HOLE QSIMPSON HDUS WITH %" DIAMETER ROD; ATTACH TO CONCRETE PIER OR DRILL THRU LVL BEAM AND INSTALL 5" x 5" x" PLATE WASHER WITH 1" DIAMETER CENTERED HOLE QSIMPSON HDU8 WITH %" DIAMETER ROD; ATTACH TO CONCRETE PIER OR DRILL THRU LVL BEAM AND INSTALL 5" x 5" x PLATE WASHER WITH I" DIAMETER CENTERED HOLE Al SIMPSON HDUII WITH 1" DIAMETER ROD; ATTACH TO CONCRETE PIER OR DRILL THRU LVL BEAM AND INSTALL 5" x 5" PLATE WASHER WITH V DIAMETER CENTERED HOLE O TYPICAL SIDE WALL NAILING, HORIZONTAL BLOCKING IS REOUIRED AT PLYWOOD SEAMS; 8d NAILS AT 6" EDGES, 12" IN FIELD; '/z" PLYWOOD OR %,6" OSB 0' SPECIAL SIDE WALL HARING, HORIZONTAL BLOCKING IS REQUIRED AT PLYWO0D SEMIS; Sd NAILS AT 4" EDGES, 12" IN FIELD; I/{ PLYWOOD OR 346 OSB 00 BOTH SIDES DETACHED HOUSE ROOF FRAMING PLAN BEAM SCHEDULE TAG BEAM TYPE ® DOUBLE 1 N" x 9 I/2' LVL, FLUSH 0211 TRIPLE 2 x 8 ON SINGLE JACKS AND SINGLE KING STUDS ® DOUBLE 1 )i" x 11 %" LVL FLUSH ® OUADRUPLE 1 Y4" x 11 %" LVL, FLUSH ® NOT USED ® NOT USED ® STEEL MOMENT FRAME, W8 x 18 ® TRIPLE 1 )'4" x 11 %g' LVL, FLUSH ® TRIPLE 1 -Y4' x 11 /g" LVL, FLUSH ® NOT USED ® TRIPLE 1 -Y4" x 11 LVL, FLUSH <1 OUADRUPLE t Y4" x It LVL, FLUSH ® QUADRUPLE I -Y4" x It LVL, FLUSH r -------------------- I I I I I I 1 I I I I I F- I I 1 1 I 1 I I I 1 I -------------------i I I I I I I 1 I I I I 5 I I I 1 I I I I I I I I 1 I I 1 I 1 1 I I I I 8 I 1 I I I I I I I 1 I I F___________________ I I I I I I 1 U 1 1 I I I 1 I 1 I I ____________________y I I I I � I = I � I m I W I � I I ^ I x I N I I I 4 Q I 1 1 I I I 1 I 1 I I 1 I I I I I I I I I I I I 1 I I 1 I I I I 1 I I 1 1 I I I 1 I I I I LL 2t I Lj DETACHED HOUSE ROOF FRAMING PLAN BEAM SCHEDULE TAG BEAM TYPE ® DOUBLE 1 N" x 9 I/2' LVL, FLUSH 0211 TRIPLE 2 x 8 ON SINGLE JACKS AND SINGLE KING STUDS ® DOUBLE 1 )i" x 11 %" LVL FLUSH ® OUADRUPLE 1 Y4" x 11 %" LVL, FLUSH ® NOT USED ® NOT USED ® STEEL MOMENT FRAME, W8 x 18 ® TRIPLE 1 )'4" x 11 %g' LVL, FLUSH ® TRIPLE 1 -Y4' x 11 /g" LVL, FLUSH ® NOT USED ® TRIPLE 1 -Y4" x 11 LVL, FLUSH <1 OUADRUPLE t Y4" x It LVL, FLUSH ® QUADRUPLE I -Y4" x It LVL, FLUSH DETACHED HOUSE ROOF PITCH PLAN KEY: ------ NEW STUD WALL EXISTING STUD WALL ® STEEL BEAM CONCRETE CMU BLOCK NOTES: ENGINEER OF RECOR[ k 0 JWQs PAUL4V I +R S'NANSCl; m 1 STRUCTURAi. r 1 q 9 No 35334Q m I 7IZoI7o/9 SWANSON STRUCTURAL, INC. I508I 446 • 10, 92 ACRE HILL RD., BARNSTABLE, MA 02630 PROPOSED DETACHED RESIDENCE AT 123 STANDISH WAY WEST YARMOUTH, M PREPARED FOR CHRIS & MARIA DOUGLASS BY MARK S. MCCART; LONGFELLOW DESIGN BUILD 774 . 255 .1709 12 JULY 2019 DRAWING: ROOF PITCH and FRAMING PL ANS SCALE: 1/4 ly = 1° - oil 0 2 12 c! Hyl r -------------------- I I I I I I 1 I I I I I F- I I 1 1 I 1 I I I 1 I -------------------i I I I I I I 1 I I I I 5 I I I 1 I I I I I I I I 1 I I 1 I 1 1 I I I I 8 I 1 I I I I I I I 1 I I F___________________ I I I I I I 1 U 1 1 I I I 1 I 1 I I ____________________y I DETACHED HOUSE ROOF PITCH PLAN KEY: ------ NEW STUD WALL EXISTING STUD WALL ® STEEL BEAM CONCRETE CMU BLOCK NOTES: ENGINEER OF RECOR[ k 0 JWQs PAUL4V I +R S'NANSCl; m 1 STRUCTURAi. r 1 q 9 No 35334Q m I 7IZoI7o/9 SWANSON STRUCTURAL, INC. I508I 446 • 10, 92 ACRE HILL RD., BARNSTABLE, MA 02630 PROPOSED DETACHED RESIDENCE AT 123 STANDISH WAY WEST YARMOUTH, M PREPARED FOR CHRIS & MARIA DOUGLASS BY MARK S. MCCART; LONGFELLOW DESIGN BUILD 774 . 255 .1709 12 JULY 2019 DRAWING: ROOF PITCH and FRAMING PL ANS SCALE: 1/4 ly = 1° - oil 0 2 12 c! Hyl J/. . - Y'...11 WITH 2" SILLS, TYP. SOUTH EL E VA TION 44" HIGH RAILINI 2ND FL is I= ELEV. 17.0' YARD ----- GRADE ----------- a. STREET GRADE N = ELEV. 6.0' NORTH EL EVA TION \Yarmou ON 1 x 10 RAKE CROWN AND CAP EAST ELEVATION 5/4 x 8 FRIEZE BOARD — — — — 2ND FL -�-- ---- — --- — ----- — ---- — I�— — --- — ----- — — — -- —-----"�}�.— — — ---- 1ST FL = ELEV. 17.0' to YARD GRADE STREET GRADE N = ELEV. 6.0' r1 L/Cf T C/ CI/A THIA/ KEY: ------ NEW STUD WALL EXISTING STUD WALL ® STEEL BEAM 0 CONCRETE CMU BLOCK NOTES: REVISIONS: H OP MQs PAULA' C5 O G SWANSV o STRUCTURAL q9 No 35334Q 2 �sS/ONALEHG ��Zo/ao/9 PROPOSED DETACHED RESIDENCE AT 123 STANDISH WAN WEST YARMOUTH, M PREPARED FOR CHRIS & MARIA DOUGLASS BY MARK S. McCART LONG FELLOW DESIGN BUILD 774 . 255 .1709 12 JULY 2019 DRAWING: EXTERIOR EL EVA TIONS SCALE: 1/4 1% = 1' - 0" m b � M O 1ST FL = ELEV. 17.0' to YARD GRADE STREET GRADE N = ELEV. 6.0' r1 L/Cf T C/ CI/A THIA/ KEY: ------ NEW STUD WALL EXISTING STUD WALL ® STEEL BEAM 0 CONCRETE CMU BLOCK NOTES: REVISIONS: H OP MQs PAULA' C5 O G SWANSV o STRUCTURAL q9 No 35334Q 2 �sS/ONALEHG ��Zo/ao/9 PROPOSED DETACHED RESIDENCE AT 123 STANDISH WAN WEST YARMOUTH, M PREPARED FOR CHRIS & MARIA DOUGLASS BY MARK S. McCART LONG FELLOW DESIGN BUILD 774 . 255 .1709 12 JULY 2019 DRAWING: EXTERIOR EL EVA TIONS SCALE: 1/4 1% = 1' - 0" m QUADRUPLE LVL BEAM 8 VERTICAL NC WITH NO.3 TIE 8 VERTICAL NC "HOCKEY STICK 2' HORIZONTAL SIX NO. 5 REBAR LAP BARS 30 01 NO.5 REBARS TOP & BOTTOM 1'-4" I ANGLE 6" x 6" z T/9" THICK " HIGH, WITH FOUR '3/q," HOLES N4 DIAMETER GALVANIZED 21AGE BOLTS 9" It 9" STEEL PLATE!!/Z' THICK, WITH Two '3/,," DIAMETER HOLES FOR i'4" DIAMETER EPDXY SET ANCHOR BOLTS, 8" EMBED Yi' x 10'/Z' EPDXY SET ANCHOR BOLTS: 8" EMBED 8 VERTICAL NO.8 REBAR WITH NO. 3 TIES AT 16' O.C. • G 1'-4' TYPICAL CONCRETE PIER SECTION CUT PLAN DETAIL SCALE AT l'- V-0- 9" x 9" STEEL PLATE,/2" THICK, WITH Two i31r.- DIAMETER HOLES FOR 3'4- DIAMETER EPDXY SET ANCHOR BOLTS, 8" EMBED SECTION AT CONCRETE PIER SCALE AT l'- V-0" 91, STEEL ANGLE 6" x 6" x % THICK x 12" HIGH, WITH FOUR '3/r.' HOLES FOR Y4" DIAMETER GALVANIZED CARRIAGE BOLTS: SHOP WELD ANGLE TO FLAT PLATE HOT DIP GALIV AFTER FABRICATION TYPICAL STEEL ANGLE DETAIL AT CORNER PIER LVL CONNECTION SCALE AT 2' - V -0 - HALF LAP WITH TWO %" DIAMETER Hoc CARRIAGE BOLTS DN 6 MIL. POLY OVER 5" CRUSHED x 6 - 10gox 10 go) WwF AT MID DEPTH SAW CUT CONTROL JOINTS AT COLUMN : 3500 PSICONCRETE 6 x 6 PRESSURE -TREATED PSL POST SIMPSON "ASU66Z" COLUMN BASE 10" DIAMETER CONCRETE -FILLED SONO TUBE 24" DIAMETER "BIGFOOT" TO 48" BELOW GRADE, MIN. 0 I* NATIVE SUB -GRADE, UNDISTURBED I I A SECTION AT SONOTUBE & BIGFOOT SCALE AT 1' - V-0- TOP OF CONCRETE WALL FOOTINGS BELOW ELEVATION • 5'-6" TOP OF CONCRETE PIERS ELEVATION • 15'-9%2" TOP OF FOUNDATON WALL ELEVATIDN • 9'-6- 0 NO. 4 HAIRPIN THRU STIRRUP 1T-2" BOTTOM OF CONCRETE WALL FOOTINGS BELOW ELEVATION • 4'-0" 3'-9" I I I I I I I I I I 0 ^ p ^ I I -j -U- ifl d - ----- -- -- i ----- hi -^ --------------------- o c - i I ----------+ - - - -&- .-----------,--------------- ----- n F s I I -, „ F , i j TOP OF CARPORT SLAB ' `♦�' A � I ELEVATION 6'-0" I 16- x 16" CONCRETE PIER,♦�-�A 1 I 7YP.. USE 8 N0.8 VERTICAL I i REBAR WITH NO.3 TIES AT 16" O.C., TYP. Lv� DETACHED HOUSE FOUNDATION PLAN 36" WIDE It 18" DEEP REINFORCED CONCRETE FOOTING: USE NO.5 REBAR AT 12" O.C. TOP & BOTTOM AND 6 NO. 5 CONTINUOUS LAP BARS, 30 DIAMETERS: SET TOP OF FOOTINGS AT MINIMUM DEPTH OF ELEVATION 2.5', TYP• 10" DIAMETER CONCRETE -FILLED SONO TUBE ON 24" DIA. BIGFOOT, BOTTOM 48" BELOW GRADE, MIN.; SEE SECTION DETAIL lRol FOUNDATION RETAINING WALLS TO HAVE TWO NO.5 REBAR NEAR TOP OF WALL AND NO.5 "HOCKEY STICKS INTO FOOTINGS AT 16" O.C. DOWEL EACH WALL END INTO PIERS WITH 16" LONG 140. 5 REBARS AT 16" O.C. VERTICALLY, TYP• KEY: NEW STUD WALL ------ EXISTING STUD WALL STEEL BEAM ® CONCRETE CMU BLOCK - - -i 0i- - 1 I Bl.' " i 4" CONCRETE SLAB OVER r :; LAYER 4" OF CRUSHED STONE ' ON COMPACTED GRADE I , 1 I ' 1 i TOP OF CARPORT SLAB- ' i ELEVATION 6'-3" A 1 --------- ---------- -------------' - --------- -- - - - r - - - - - - - - - - I I r� q. --------------------------L��7. pry I � I Lv� DETACHED HOUSE FOUNDATION PLAN 36" WIDE It 18" DEEP REINFORCED CONCRETE FOOTING: USE NO.5 REBAR AT 12" O.C. TOP & BOTTOM AND 6 NO. 5 CONTINUOUS LAP BARS, 30 DIAMETERS: SET TOP OF FOOTINGS AT MINIMUM DEPTH OF ELEVATION 2.5', TYP• 10" DIAMETER CONCRETE -FILLED SONO TUBE ON 24" DIA. BIGFOOT, BOTTOM 48" BELOW GRADE, MIN.; SEE SECTION DETAIL lRol FOUNDATION RETAINING WALLS TO HAVE TWO NO.5 REBAR NEAR TOP OF WALL AND NO.5 "HOCKEY STICKS INTO FOOTINGS AT 16" O.C. DOWEL EACH WALL END INTO PIERS WITH 16" LONG 140. 5 REBARS AT 16" O.C. VERTICALLY, TYP• KEY: NEW STUD WALL ------ EXISTING STUD WALL STEEL BEAM ® CONCRETE CMU BLOCK NOTES: REFER TO SHEET S-5 AND S-6 FOR FOUNDATION DETAILS ENGINEER OF RECORD: gyZN. OF MqS ' � S'NANSUFI ul I j o STRUCTURR,. j i1 0 9 Na. 35330 I 90 ISTIN ONACE BQ' ♦ x / SWANSON STRUCTURAL, INC. (508) 446 - 1042 92 ACRE HILL RD., BARNSTABLE, MA 02630 PROPOSED DETACHED RESIDENCE AT 123 STANDISH WAY WEST YARMOUTH, MA PREPARED FOR CHRIS & MARIA DOUGLASS BY MARK S. McCARTHY LONGFELLOW DESIGN BUILD 774 .255 .1709 12 JULY 2019 DRAWING: FOUNDA TION PLAN and DETAILS SCALE: S TRIPLE LVL BEAM 7" x 13" STEEL PLATE V2' THICK WITH TWO '3/K;' DIAMETER HOLES FOR 3'4' DIAMETER EPDXY SET ANCHOR BOLTS TEEL ANGLE 6" x 6" x3/8" THICK A — x 12" HIGH, WITH FOUR '3/,6- HOLES FOR 3'4- DIAMETER GALVANIZED CARRIAGE BOLTS: SHOP WELD HOT GALVANIZED 3V2' 3�i„ DIP AFTER FABRICATION SECTION AT CONCRETE PIER TOPS WITH MIDSPAN LVL BEAM CONNECTION SCALE AT l'- V-0" DOUBLE LVL BEAM TRIPLE LVL BEAM DOUBLE LVL BEAM ----------- I -_ -_- I 7" x 13" STEEL PLATE ''/2' THICK WITH TWO '3/,6" DIAMETER HOLES FOR 3'4" DIAMETER EPDXY SET ANCHOR BOLTS TYPICAL LVL BEAM STEEL ANGLE 6" x 6" x3/8" THICK x 12" MGH, WITH FOUR '3/,6" HOLES FOR i'o- DIAMETER GALVANIZED CARRIAGE BOLTS: SHOP WELD HOT GALVANIZED D6' AFTER FABRICATION SECTION AT CONCRETE PIER TOPS WITH MIDSPAN LVL BEAM CONNECTION 61.2 SCALE AT V - V-0" STEEL ANGLE 6" x 6" x 3/8" THICK OUADRUPLI x 121' HIGH, WITH FOUR X3/16" HOLES LVL BEAM FOR j'4" DIAMETER GALVANIZED CARRIAGE BOLTS v 9" x 9" STEEL PLATE;/2' THICK, WITH TWO '3/,6" DIAMETER HOLES FOR j'o" DIAMETER EPDXY SET ANCHOR BOLTS. 8" EMBED SECTION AT CONCRETE PIER TOPS WITH CORNER LVL BEAM CONNECTION 62.3 SCALE AT l'- V-0" TRIPLE LVL BEAM OUADRUPLE LVL BEAM _ STEEL ANGLE 6" x 6" x %" THICK x 12" MGH, WITH FOUR i3/p;' HOLES FOR ;114" DIAMETER GALVANIZED CARRIAGE BOLTS 9" x 9" STEEL PLATE, V2' THICK, WITH TWO i3/x;' DIAMETER HOLES FOR )114" DIAMETER EPDXY SET ANCHOR BOLTS, 8" EMBED SECTION AT CONCRETE PIER TOPS WITH CORNER LVL BEAM CONNECTION B3.4 SCALE AT V- V-0" n 7/19/2019 3:29:57 PM 7" x 13" STEEL PLATE V2" THICK WITH TWO i3/x;' DIAMETER HOLES FOR 3'4" DIAMETER EPDXY SET ANCHOR BOLTS STEEL ANGLE &' x 6"x3/9" THICK x 12" HIGH, WITH FOUR '3/6- HOLES FOR -Y9" DIAMETER GALVANIZED CARRIAGE BOLTS: SHOP WELD HOT GALVANIZED DIP AFTER FABRICATION SECTION AT CONCRETE PIER TOPS WITH MIDSPAN LVL BEAM CONNECTION L-1 1. T% SCALE AT 1' - V-0" TRIPLE LVL BEAM TRIPLE LVL BEAM " DIAMETER TIE RODS — W8 x 18 STEEL MOMENT FRAME VERTICAL LEG 3 S"F) TYPICAL LVL BEAM — STEEL BASE PLATE 3'i' THICK x 5Y'." WIDE x 16" LONG WITH TWO HOLES: SHOP WELD TO COLUMN I I ` STEEL BASE PLATE: 3/9' THICK x 5" WIDE x 9" LONG WITH TWO 'V*" HOLES W8 x 18 STEEL MOMENT FRAME DETAIL SCALE AT 1' - V-0" MINIMUM TRIPLE 2 x 6 TYPICAL FLOOR JOIST TYPICAL LVL STEEL ANGLE 6" x 6" x 3/9" THICK It 12" HIGH, WITH FOUR 13/,6" HOLES QUADRUPLE FOR )14" DIAMETER GALVANIZED LVL BEAM CARRIAGE BOLTS 9" x 9" STEEL PLATE,'/J' THICK, WITH TWO i3/r' DIAMETER HOLES FOR -%" DIAMETER EPDXY SET ANCHOR BOLTS, 8" EMBED SECTION AT CONCRETE PIER TOPS WITH CORNER LVL BEAM CONNECTION SCALE AT l'- V-0" SHEAR WALL HOLD DOWN BEAM CONNECTION DETAIL SCALE AT l'- V-0" W„ TYPICAL LVL BEAM %" DIAMETER THRU RODS THRU MIDDLE PLY LVL OF BEAM SASE PLATE: %- 5" x 5" WITH TWO "'/,2' HOLES 5" 2" I I 9" x 9" STEEL PLATE;/2' THICK, WITH TWO '3/*" DIAMETER HOLES FOR )✓4' DIAMETER EPDXY SET ANCHOR BOLTS, 8" EMBED - I I I I DOUBLE LVL BEAM STEEL ANGLE 6" x 6'• x THICK It 12" HIGH, WITH FOUR i3/i6- HOLES FOR 3'4" DIAMETER GALVANIZED CARRIAGE BOLTS SECTION AT CONCRETE PIER TOPS WITH CORNER LVL BEAM CONNECTION 62.4 SCALE AT 1' - V-0" W10 x 22 STEEL MOMENT FRAME DETAIL SCALE AT 1' - V-0" PRESSURE -TREATED 2 x 10, BOTTOM FLU' U210 JOIST HANGER x 22 STEEL MOMENT JE VERTICAL LEG EEL BASE PLATE; -y4" THICK x i" WIDE x 18" LONG WITH TWO HOLES: SHOP WELD TO COLUMN BASE PLATE: %" THICK x 5" WIDE x 9" LONG WITH TWO 'V,6" HOLES W8 x 18 STEEL MOMENT FRAME VERTICAL LEG STEEL BASE PLATE: i'i" THICK x 5;'4" WIDE x 16" LONG WITH TWO 'V,6' HOLES: SHOP WELD TO COLUMN %" DIAMETER TIE RODS BASE PLATE: 3/8" THICK x 5" WIDE x 9" LONG WITH TWO HOLES STEEL MOMENT FRAME CONNECTION SIDE VIEW DETAIL SCALE AT l'- V-0" BEAM 10 (OR WOOD FILLER FRAMING INSIDE STEEL WEB) U210.2 JOIST HANGER $/2- x 11 %8" LSL SCAB 112- x 11 %9" LSL BLOCKING IN HANGERS PLAN DETAIL AT BEAM 10 BLOCKING AND SISTERED JOISTS KEY: ------ NEW STUD WALL EXISTING STUD WALL ® STEEL BEAM CONCRETE CMU BLOCK NOTES: MOMENT FRAME NOTES: TOP OF FRAME IS AT TOP PLATE: BOTTOM AT TOP OF -y4- ADVANTECH: FULL PENE WELT CLEAR OPENING IS THE ROUGH OPENING PLU' ENGINEER OF RECOR[ i t PAUL W °s,; `I I SWANS9N i °n 1 STRUCTUR4,L h 1 N313-53341D.,t I `�4'SiIINALE i c�i SWANSON STRUCTURAL, INC. (508) 446 - 10' 92 ACRE HILL RD., BARNSTABLE, MA 02630 PROPOSED DETACHED RESIDENCE AT 123 STANDISH WAY WEST YARMOUTH, M. PREPARED FOR CHRIS & MARIA DOUGLASS BY MARK S. MCCART' LONGFELLOW DESIGN BUILD 774 . 255 . 1709 12 JULY 2019 DRAWING: FOUNDA TION and FRAMING DETAIL S SCALE: AS NOTED S-2 S IS: i 6" 2 M HYI