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HomeMy WebLinkAboutBLD-20-602LOCUS INFORMATION 1 GENERAL NOTES 1. THIS PLAN IS INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE CURRENT OWNER: CHRISTOPHER & MARIA DOUGLASS sEwncE 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 FACILTY. PLAN BOOK 282, PAGE PLAN BOOK 304, PAGE 51. 4. IF AN OVERDIG IS 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 EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND ZONING DISTRICT: R-25 / ~ ®0 DELETRIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SETBACKS FRONT 30'SIDE 15' \ Stirr0SHALL NCHESNOA SIEVE ANALYSIS USING AO#4 SIEVE SHALL BE PERFORMED ON ATHAN AAN 2 REAR 20' REPRESENTATIVE SAMPLE OF FILL UP TO 45% BY WEIGHT MAY BE RETAINED ON THE \ \ #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF MINIMUM LOT SIZE: 25,000 S.F. \ `\ ` uo aiy THE FOLLOWING SPECIFICATIONS: NITROGEN SENSITIVE ° \ 100% MUST PASS #4 SIEVE EXISTING UPLAND LOT AREA: 5,407tS.F. a \ ZONE: NOT A ZONE II oy� 10% MUST PASS #50 SIEVE #100 SIEVE FEMA FLOOD \ 0-5% MUST T MUSTPASSS#200 SIEVE ZONE DISTRICT: "VE" / "AE" \ a 0 EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGIN � EER r OVERLAY DISTRICT: NONE \c \ 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. CONSTRUCTION. IF ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES FOUNDATION To BE y ` \\ \ REQUIRED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. REPLACED WITH \ C \ .SQUARE CONCRETE ! yy PILINGS _\ \\ 'oG��QI o 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE 0 i PROPOSE EXISTING DECK TO BE DIST. BOXQ ObN PROPOSED CONSTRUCTION ACTIVITIES WITH DIG -SAFE AND THE APPLICABLE UTILITY G REMOVED AND INV IN= .15 �O� 4a COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY JNTERUPTIONS \ REPLACED WITH A , % of / INV OUT=6.9 %Ji/ ' O IN SERVICE. 1 PERVIOUS PATIO PgOPOSED 1,500 GALLON O 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG -SAFE, PER MASS. STATUTE CHAPTER 82, i) PR POSED VENT tir SECTION 40 1-888-344-7233 A MINIMUM OF 72 HOURS PRIOR TO THE START OF 2 { ✓ INV 8 1 ?SSC MIRDFAST 0.75 PROCESSOR ay �4c () j T CONSTRUCTION. CINV. IN 7:45 C.O. OU1=7.. PROPOSED BLOWER y 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION 7Q V, EXISTING WALL TO \ OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR ✓ ,�j f� f �. v �a BE OPENED FOR \\\ 15.240(4). PROPOSED 507 S.F OF DRIVE UNDER �Z-yry NATIVE PLANTING TO ! t s. / \ REDUCE DISTURBANCE P ` ;� �� PROPOSED DRIVE 10. THE EXISTING LEACHING FACILITY WAS INSTALLED WITH 3.17' SEPARATION TO WITHIN THE 35' BUFFER / a #i j F , - ( �. UNDER GARAGE I GROUNDWATER, WHICH AT THAT TIME, REQUIRED A 0.83' VARIANCE FROM TITLE 5. THE PROPOSED SYSTEM WILL INCLUDE A MICROFAST 0.75 INNOVATIVE/ALTERNATIVE SYSTEM. f ' \ F ,�,rim �FCp� \ i, �s \ IN ACCORDANCE WITH ITS REMEDIAL USE APPROVAL (DATED AUGUST 27, 2077), USE OF THE MICROFAST SYSTEM ALLOWS A2 -FOOT REDUCTION OF THE REQUIRED VERTICAL O 00 l r' Si SEPARATION TO SEASONAL HIGH GROUNDWATER. THEREFORE, THE EXISTING LEACHING DESIGN CALCULATIONS C14 Z✓ LAt�Jh q p �' •y C \ FIELD, WILL COMPLY WITH THE REGULATIONS, WITHOUT THE NEED FOR VARIANCE. ,z N5 660 GPD ELEVATION 5.29 5,407tSF BENCHMARK L O T .3 Oo t oq y F r f Q DESIGN FLOW TOP OF CONCRETE P POSED `DWELLING •,' i \ T BOUND. NAV.D. �o� n s ' , F F,E.= A 0 ✓ , \ 6 BEDROOMS 0 110 GPD BEDROOM = 1 , . ' 1 n / G ✓✓' ® RIDGS4015 $ ✓f REQUIRED SEPTIC TANK -I'j `� , , LOT 40 SrN� ; r f' r ,:,I AVERAGE GRADE AT VARIANCES REQUESTED BOTH STREETS. m 660 GPD X 200% - 1,320 GALLONS A �j , / , x r ELEVATION 5.9 'o USE 1,500 GALLON SEPTIC TANK v�400 G 1 S17F OF REQUIRED LEACHING FACILITY DECK ' r , ' 'r ° l IlI� m (DESIGNED AND INSTALLED IN ACCORDANCE WITH THE �p� Ssj /r 1. 310 CMR 15.211(1): TO ALLOW A 5 FT. SEPARATION FROM THE FOUNDATION z REQUIREMENTS OF THE 1978 CODE) `' TO THE EXISTING LEACHING FACILITY. A 15 FT. VARIANCE IS REQUESTED. .% r p PROPOSED c°' I ''�"f'' 2 310 CMR 15.211(1): TO ALLOW A 5 FT. SEPARATION FROM THE SEPTIC TANK RINSING STATION / i' TO THE FOUNDATION WALLA 5 FT. VARIANCE IS REQUESTED. FF OF B.ki"^- WF#101 L T 3. 310 CMR 15.211(1): TO ALLOW A 5 FT: SEPARATION FROM THE SEPTIC TANK O 38 / nn � n ✓, Q 3.6' \\ 0 U0gpq�gp ss'j 4S f © / TO A PROPERTY LINE. A 5 FT. VARIANCE IS REQUESTED. IR EXISTING ISTING PERIMETER ✓ gOn00pnp c� CO /WALL TO REMAIN 0pgq o I g. / `\�Q 4. 310 CMR 15.211(1): TO ALLOW A 3 FT. SEPARATION FROM THE EXISTING LEACHING TRENCHES / I coo, po00 LEACHING FACILITY TO A PROPERTY UNE. A 7 FT. VARIANCE IS REQUESTED. I 2' X 46' UNCHANGED f opo0oq f O N I '=?g. -c. nOOgq \ / TOWN OF YARMOUTH N tso. nqn ^� �\ oz,O�V° 1 Y \ \J� QJ 5. SECTION 3.7: TO ALLOW CONTINUED USE OF THE EXISTING LEACHING FACILITY PROPOSED o ` LESS THAN 100 FEET FROM THE EDGE OF A WETLAND RESOURCE AREA. A O SECOND STORY �,) h /`_ 58 -FOOT VARIANCE IS REQUESTED. 8'x20' DECK � � � f` ��p �/✓1 CLIL N / STING SUNROOM D / a !DECK TO BE REPLACED I / / WITH A GROUND LEVELG. / ! j PERVIOUS PATI_G / DISTRIBUTION BOX DETAIL (H-20) QNOT TO SCALE o / a REMOVABLE L/ COVER ,' SYSTEM PROFILE CD g• /� J / NOT TO SCALE 00 00 CONC. RISER / " ...�• • . 5. (6) 5" DIA. KNOCKOUTS / 4" SCH. 40 PVC m TYR. EL=12.0 L= 1.5 FT c 4" TOP FOUNDATION S=0.03 11` 4" SCH.PVC L=6t FT.. 24" 12" DIA. COVER EL. 9.37 S=0.025 AIR BLOWER j O O '� NEW 4" SCH. 40 PVC CD e 13.00 00 SII .� 3" 6 BOTTOM ON LEVEL 5 STABLE BASE 6" MINIMUM ( 24" -� 1=7.60 1=7.20 EXISTING LEACHING 3/4" TO 1-1/2" 1=7.15 TRENCHES CRUSHED STONE 1=7.45 1=6.98 r� SECTION N W PLAN VIEW f 0 Cr NEW a " '• DISTRIBUTION 3.17' SEPARATION '* NOTES • 1,500 GALLON BOX 0 1. DISTRIBUTION BOX TO WITHSTAND H-20 LOADING TANK MICROFAST PROCESSOR $ 2. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. EST. HIGH GROUNDWATER 3. FIRST TWO FEET OF PIPES OUT OF DISTRIBUTION BOX SHALL BE LAID LEVEL 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 5. CONCRETE COVER SHALL BE SET WITHIN 6 INCHES OF FINISHED GRADE. d ss SEE GENERAL NOTE 10 ABOVE E - t 28 a 3 x PILGRIM 2 a N ROADEq w m LOCUS MAP NOT TO SCALE S1A OF MgSscyG 9 BRIAN G. R, o YERGATIAN CIVIL ,Q No. 462060 90F. PG/STEP a�0 �SS�ONAL ENG BRIAN G. YERGAI DATE 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 �H D, 7�;_ Yarmouth Health Department P D 4 Name Date PREPARED FOR: CHRIS DOUGLASS 1819 TRAPELO ROAD WALTHAM, MA 02451 CHRISDOUGLASSI5QGMAIL.COM FIBS C' GPOUP 349 Route 28, Unit ID W. Yarmouth, Massachusetts 02673 508 778 8919 © 2019 SSC Group, Inc. SCALE: 1" = 10' 0 5 10 20 ` Fm FILE:... Projects-YAR\Civil\-Drawings\5018800-SP.dwg DWG. NO: 6541-02 SHEET 1OF 2 JOB. NO: 5-0188.00 w 2 Y T N_ rn rn N ro O En M M z a CD 0i i' x 0 Ci rn 0 N N T c 0 v 0 a U F w N a r I LZ Inspection/ Pump out ports see notes 3-5 - '�d3"(eJ�MIN Ventn s see ota 2 -A- 2"[5) MIN Brower Plping ee n to NOTES All plumbing and 1. Airline piping to FAST® may not exceed 100 IT [30m] total length and venting must use have a maximum of 4 elbows in the piping system. For distances consult factory. Blower must be located water tight gaskets above flood l vets on a con ry see notes 2-5 above flood levels on o concrete base 26" X 20" x 2" [b5 x 5o X Sem] - I connection between zones Settling Zone Treatment Zone 350 Go III MIN [1300 L M IN] 450 Gallon MIN [1700 L MIN) ---------- i All 29 3/4"'±1/4" [ [38.1±06] /� -•. 75.6±0 [6.2.6] �.. r s T t - 7 ] / GL L I x I i I I r 591/2" j ------------- minimum clearance to 12MIN insert FASTRu liner into tank [30.5 MIN] [1 1/2" MIN [171.5 MIN] THE INFORMATION CONTAINED INTHE DRAWINGISTHESOLF PROPERTY OF 60-MICROBICS INC. ANYREPRODUCTKON IN PARr ORASA Ruunr DAR A Micro FAST®with th feet WHOLE WITH OUT THE WRITTEN PERMISSIONOF BIO-MICROBKJS INC. IS PRO HIBEED. DESIGN AND INVENTION RIGHTS ARE RESERVED. IN THE BI0-MICROBICS©2014 RAWN CLO 12/lance 20F4' INTEREST OF TECHNOLOGICAL ADVANCEMEtHI PRODUCTS ARE SUBJECT TO DESIGN AND O R MATERIAL CHANGE WITHOUT NOTICE. CHECKED R vnermla REVEED9naYrole rev. INFO5-V III Minimum leg extension assembly mm. SF1 DF Mgss9c 2. Vent to desired location and cover opening with a vent with at no least 7 sq in. As sq. cm] open surface area. Secure with stainless steel 9 screws. Vent plping must not allow condensate build up or create Alternate Air Supply back pressure. Vent must be above finished grade or higher (see 4" 11010 0 sheet of 4). ,. sASi effluent pipe ee note 7 3. All appurtenances to FAST® (e.g, tanks, access ports, electrical, etc.) Su py Line Line must conform to all applicable country, stale, province, and local every 2 fee plvmbing and electrical codes. Pump out access shall be adequate -NDS MIN 7 in to thoroughly clean out both zones. NO. 4. All inspection, viewing and pumpout ports must be secured to 163/8" MIN see note l l - preventacddentol or unauthorized access. [41.6 MIN] 5. Tank, piping, conduit, etc. are provided by others. Blower control *RiserFAST(D 1/23/19 system by Bio-Microbics, Inc. See Installation Manual Air Llrt 6. if less than the specified minimums are considered necessary, consult Cf112"MIN factory for guidance. 35'31 /8" [345 MIN] 7. All piping and ancillary equipment installed after FAST must not [98.9±0.3] impedeorrestrict free flow of effluent PREPARED FOR: Gasket [15.4 MIN] - S. The tank(s) shall be designed to prevent air passage between the CHRISDOUGLASS15@GMAIL.COM 41 114 MIN settling zone/tank and the treatment zone and preventing an air lock. [105 MIN] Examplesinclude a baffle wall sealed to the lid or treatment zone Riser 508 778 8919 © 2019 BSC Group, Inc. inlet line with a pipe Cap. Consult factory for guidance. FI LE: ... Projects-YAR\Civil\-Drawings\5018800-SP.dwg DWG. NO: 6541-02 9. The airsuppty I into the FAST® unit must be secured to prevent SHEET 2 OF 2 JOB. NO: 5-0188.00 vibration Induced damage. The air suppy, line should be secured with b 3/8., MIN anoncorrosive clamp every 2' min [60 cm]. See alternate air supply [16.2 MIN] option on sheet 4 of 4. see note 6 & 12 10. Specialized treatment levels may require specific features to be 2.. Air supply incorporated into the design. Consult factory for guidance. FASTE, Air Lift 11. Min. height may be reduced, consult factor and reference "Low Notes Profile Module Procedure.pd F' 12. Refer to sheet 4 of 4 for leg extensions requirements. 31 1/4"MIN - _ [79.4 MIN] DO NOT SCALE 2. Cut 4" schd.40 PVC pipe (not included) to obtain the desired height. Minimum pipe length of 6 1/8" [15.56cm1 will DO NOT SCALE UNLESS NOTED = .. DIMENSIONS p ® ®. UNLESS NOTED ARE IN INCHES 3. Anchor the leg extensions to the tank wish non -corrosive hardware (not included) at the provided mounting points. DIMENSIONS [CENTIMETERS] TOLERANCES BETTER WATER, BETTER WORLD' ARE IN INCHES t 0.02 IN/IN It 0.05 CM/CM] Micro FAST 0.50 FAST Unit [CENTIMETERS] WEIGHT b SrtE DRP,MHO WN6ER TOLERANCES BETTER WATER. GETTER WORLD' 6. Tank, anchors, piping conduit, blower, housing pad and vents are provided by others. 3 0.02 IN/ IN SHEET THE INFORMATION CONTAINED INTHE DRAWINGISTHESOLF PROPERTY OF 60-MICROBICS INC. ANYREPRODUCTKON IN PARr ORASA Ruunr DAR A Micro FAST®with th feet WHOLE WITH OUT THE WRITTEN PERMISSIONOF BIO-MICROBKJS INC. IS PRO HIBEED. DESIGN AND INVENTION RIGHTS ARE RESERVED. IN THE BI0-MICROBICS©2014 RAWN CLO 12/lance 20F4' INTEREST OF TECHNOLOGICAL ADVANCEMEtHI PRODUCTS ARE SUBJECT TO DESIGN AND O R MATERIAL CHANGE WITHOUT NOTICE. CHECKED R vnermla REVEED9naYrole rev. INFO5-V III Minimum leg extension assembly SF1 DF Mgss9c I see note 1-4 BRIAN G. R, Q YERGATIAN E' CIVIL m 2 screws Es TE. FSS/ONAL FNG Alternate Air Supply per sde Y,; su PROFESSIONAL ENGINEER 2" Air .,,. wR.�. .included FAST4S1 Vent Option Non -corrosive Su py Line Line h every 2 fee (BARNSTABLE COUNTY) -NDS MIN 7 in OCTOBER 16, 2018 NO. 5Grate Cm �,a• SQ [45 cm SQ] of DESC. 1 `S <�• zT•+' r open surtace area L I �.L f2 PER HEALTH DIVISION *RiserFAST(D 1/23/19 REMOVE FOUNDATION WALL Air Llrt Fasten with non- Cf112"MIN corrosive screws [345 MIN] 61/8"MIN PREPARED FOR: Gasket [15.4 MIN] - WALTHAM, MA 02451 CHRISDOUGLASS15@GMAIL.COM BSC GROUP 349 Route 28, Unit D Non -corrosive clamp Riser 508 778 8919 © 2019 BSC Group, Inc. every 2 feet [0.6m] FI LE: ... Projects-YAR\Civil\-Drawings\5018800-SP.dwg DWG. NO: 6541-02 T �` DETAIL SHEET 2 OF 2 JOB. NO: 5-0188.00 ...,• F aam'S"�,� SCALE 1 :4 DETAIL 2.. Air supply SCALE 1 : 5 FASTE, Air Lift Line 2" PVC Coupler. Notes 1 . Secure leg extension to the FAST) unit by placing two screws on each side of the leg extension (4 screws per foot are - included). 2. Cut 4" schd.40 PVC pipe (not included) to obtain the desired height. Minimum pipe length of 6 1/8" [15.56cm1 will DO NOT SCALE provide minimum Clearance of 10". For heights greater than 18" [45-7cm] use schd.80 PVC pipe (not includedd). Consult factory for extending leg beyond 36"[90 cm]. UNLESS NOTED 3. Anchor the leg extensions to the tank wish non -corrosive hardware (not included) at the provided mounting points. DIMENSIONS A. If less than the specified minimums are considered necessary, consult factory for guidance. ARE IN INCHES ' 5. The airsuppy fine into the FAST® unit must be secured to prevent Vibration induced damage. The air supply line should [CENTIMETERS] be secured with a non-CORosve Clamp every 2n [0.6m] minimum. TOLERANCES BETTER WATER. GETTER WORLD' 6. Tank, anchors, piping conduit, blower, housing pad and vents are provided by others. 3 0.02 IN/ IN [t 0.05 CM/CM] Micro FAST 0.50 FAST Unit WEIGHT Ib SIZE DRANfivG NI THE INFORPAATKON CONTAINED IN THE DRAWING STIE SOLE PROPERTY Or 30-MCROBICS INC. ANY REPRODUCTION IN PART ORAS A WHOLE WITH OUT THE WRITTEN PERMISSION Of Br}MICPO BCS INC Is PROHIBITED DESIGN AND INVENTION RIGHTSARE RESERVED INTHE BIO-MICROBICS 0 N014 NAHE DAG U. l2/lenow A MicroFASTO 0.50 Detai is SHEET 40F4 INTEREST OF TEC H N CLOG ICAL ADVAN CEMENT, ALL PRODUCTS ARESUBJECT TO DESIGN AN D OR MATERIAL CHANGE WITHOUT N0110E. AWN CHECKED PIT 9r1emai I REVEEDEP5,,S013 REV. INFO$ -V Specifications for Micro FAST 0.50 Wastewater Treatment System 1 . GENERAL The contractor shall furnish and install (1) Micro FAST&O.50 treatment system as manufactured by Bio-Microbics, Inc. The treatment system shall be complete with all needed equipment as shown on the drawings and specified herein. The principal items of equipment shall include the FASTO system insert, blower assembly, blower controls and leg extensions or lid. All other itemswill be provided by others. The MicroFAST 0.50 unit shall be situated within a 450 Gallon [1700L] minimum compartment as shown on the drawings. Suggested maximum settling zone is (1) X the daily flow. Tank must 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 system and tank supplier with regard to fabrication of the tank, installation of the FAST unit, and delivery to the job site. 2. OPERATING CONDITIONS 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 (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 treatment system not meant for non -biodegradable or industrial wastewater. 3. MEDIA 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. 4. BLOWER 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 non -corrosive material (PVC, Go Ivanized, or stainless Steel). Do not run galvanized pipe inside the treatment tank. Refer to installation Manual for further details. 5. REMOTE MOUNTED BLOWER The blower shall be placed on a contractor supplied concrete base. The blower must not sit in standing waterond 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. 6. ELECTRICAL The electrical source should bewithin 150 feet [45 meters] of the blower consult local codes for longer w ring distances. All wiring must conform to all applicable codes(IEC, NEC, etc.). Wiring distances must prevent significant voltage loss. Input power on 60Hz 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. 7. CONTROLS 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. 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 provided by the manufacturer. Manuals shall be furnished, which will include a description of system installation, operation, and maintenance procedures. 9. FLOW AND DOSING 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 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 10% of the design daily flow (50 gph (1 90 LPH)). 10.W ARRANTY Bio-Microbics, Inc. warrants all new residential FAST@ models (Micro FAST@ 0.50, 0.625, 0.75, 0.90, and 1 .5) against defects in materials and workmanship fora period of two years after installation or three years from date of shipment which ever occurs first. All other FAST@ system models are warranted fora period of oneyear after installation or eighteen months from date of shipment, whichever occurs first. All are subject to the following terms and conditions below: During the warranty period• if any part is defective orfaik to perform as specified when operating at design conditions, and if the equipment has been Installed and ls being operated and maintained in accordance with the written Instructions provided by Blo-Microbics, Inc., Bio-MUcrobics, Inc. will repalror replace at its discretion such defective parts free of charge. Defective parts must be returned by owner to Blo-Microbl¢, Inc.'s factory postage paid, if so requested. The cost of labor and all other expenses resulting from replacement of the defective parts and from Installation of parts furnished under this warranty and regular maintenance items such as DO NOT SCALE filters or bulbs shall be Dome by the owner. This womanly does not cover general system misuse• aerator components which have been damaged by flooding or any components that have been disassembled by unauthorized persons, improperly Installed or damaged due to altered or improperwiring or overload protection. This warranty applies only to the treatment plant and does not include any of the structure wiring, plumbing, drainage, septic tank or disposal system. Blo-Microbics, Inc. UNLESS NOTED ^ m reserves the right to revise, change or modify the construction and/or design afire FAST system, or any component part or parts thereof, without incurring any obligation DIMENSIONS ~ to make such changes or modifications In present equipment. Blo-Microbics,Inc. is not responsible for consequential or incidental damages of any nature resulting from ARE IN INCHES- s such things as, but not limited to, defect in design, material, orworkmonship, or delays in delivery, replacements or repairs. '' •' [CENTIMETERS]. BETTER WATER. BETTER yvaRLD. TH IS WARRANTY IS IN LIEU OF ALL OTH ER WARRANTIES EXPRESS OR IMPLIED.BIO-MICROBICS SPECIFICALLY .DISCLAIMS ANY IMPLIED TOLERANCES WARRANTY OF MERCHANTABILITY OR FITNESS FOR APARTICULAR PURPOSE.± 0.02 1N/IN NO REPRESENTATIVE OR PERSON IS AUTHORIZED TO GIVE ANY OTHER WARRANTY ORTOASSUNAE FOR BIO-MICROBICS, INC., ANY Micro FAST 0.50 FAST Unit OTHER LIABILITY IN CONNECTION WITH THE SALE OF ITS PRODUCTS. Contact yourlocal distributor for parts and service. - [±0.05 CM/CM] WEIGHT Ib SIZE DRAWINGNJMBER THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR ASA NAME DATE A MicroFASTO0.50 Specifications SHEET WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC. 6 PROHIBITED. DESIGN AND INVENTION RIGHTS ARE RESERVED. IN THE B10-MICROBICS © 2014 DRAWN CTc 1218/xros 3 OF 4 INTEREST OF TECHNOLOGICALADVANCEMENT,ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE. CHECKED PF 9!18/2013 REVISED9/18(2)73 REV. INFO$ -V CAP UNIT ADHERES TO TOP UNIT IMPERVIOUS FILL W/VERSA-LOK 12" DEEP CONCRETE ADHESIVE MOSAIC PANEL HEIGHT 10" Y / r DRAINAGE AGGREGATE VERSA-LOK MOSAIC 12" THICK MIN. CONCRETE UNITS (COBBLE, ACCENT AND STANDARD UNITS) 4" DIA. PERFORATED DRAIN PIPE OUTLET ..`:. e• ® END OF WALL AND THROUGH WALL 40' O.C. (MAX.). SLOPE TO DRAIN (1/8 FT) _ - AND WRAP IN FILTER FABRIC. VERSA LOK STANDARD _ UNIT (BASE COURSE) CRUSHED STONE OR RECLAIMEdI III -III MATERIAL LEVELING PAD MIN. 6" THICK NOTE: WALLS OVER 4 FEET REQUIRE SIGNED/STAMPED PLANS AND CALCULATIONS BY MASSACHUSETTS STRUCTURAL PROFESSIONAL ENGINEER. MODULAR BLOCK RETAINING WALL VERSA-LOK OR APPROVED EQUAL SCALE: NONE t 2" n r COMPACTED COMMON 4" WEEPHOLE GRAVEL BACKFILL (TYP.) 10' O.C. s 4 1/2 C.Y. MIN FINISH GRADE CRUSHED STONE 12 r R, � 4 2'-0" 12" 8" MINIMUM COMPACTED CRUSHED STONE NOTES: 1. CLASS "A" CEMENT CONCRETE TO BE USED. 2. EXPANSION JOINTS TO BE PLACED 90' O.C. MAXIMUM WITH INTERMEDIATE CONSTRUCTION JOINTS PLACED AT 30' O.C. MAXIMUM. 3. ALL CONCRETE DIMENSIONS SHOWN ARE MINIMUM. LOW RETAINING WALL SCALE: NONE SF1 DF Mgss9c BRIAN G. R, Q YERGATIAN E' CIVIL m No' 46206 Q -0 9 Es TE. FSS/ONAL FNG BRIAN G. YERGA tAl DATE PROFESSIONAL ENGINEER SEPTIC SYSTEM REPAIR 123 STANDISH WAY IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) MICROEAST DETAILS OCTOBER 16, 2018 NO. 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 CHRISDOUGLASS15@GMAIL.COM BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2019 BSC Group, Inc. SCALE: NOT TO SCALE FI LE: ... Projects-YAR\Civil\-Drawings\5018800-SP.dwg DWG. NO: 6541-02 SHEET 2 OF 2 JOB. NO: 5-0188.00 I SECOND FLOOR PLAN 740 SQ. FT. DOOR SCHEDULE TYPE SIZE (W x H) DETAILS x 4'-8" QUANTITY tO 3-0" x 7'-0" EXTERIOR DOOR WITH WINDOW, OWNER SPEC. 1 O2 3'-0" x 7'-0" EXTERIOR DOOR WITH WINDOW, OWNER SPEC. 1 O3 5'-10- x 7'-0" EXTERIOR FRENCH SLIDER DOOR 3 O2-8" x 6'-8" SOLID CORE, INTERIOR DOOR 1 OS 2-6" x 6'-8" SOLID CORE, INTERIOR DOOR 7 O2'-4" x 6'-8" SOLID CORE, INTERIOR DOOR 2 n W-8" x 6'-8" SOLID CORE, DOUBLE BI -FOLD DOORS 1 ALL BATHROOM DOORS TO HAVE PRIVACY LOCKSETS FIRST FLOOR PLAN 944 SQ. FT. WINDOW SCHEDULE TAG NOMINAL SIZE WINDOW TYPE QUANTITY O2'-3" x 4'-8" DOUBLE HUNG 7 OB 2'-0" x 2'-0" AWNING 3 OC 2-7" x 3'-8" DOUBLE HUNG 5 OD 2'-10" x 3'-6^ FIXED PANE, FULL HGT. W 10^ BASE KICK 6 EO 2'-7" x 4'-8" DOUBLE HUNG 4 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 REOUIREO BY CODE WINDOWS LOCATED ON PLANS BY CENTER -LINE DIMENSIONS El N TOWN OF WtRMOLITH REVIEWED FOP BUILDING AND ZONING CODE COMPLI- ANCE. ERRORS OR OPAMIS&ONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT' COMPLIANCE. DATE:q - A I} -1q 1-12 iILE C 0 P y A CERTIFIED AS BUILT IS REQUIRED BEFORE FINAL INSPECTION Yarmouth Health Department Date SOUARE FOOTAGE: 1ST FLOOR: 944 LIVEABLE S0. FT. 2ND FLOOR: 730 LIVEABLE S0. FT. TOTAL: 1,674 LIVEABLE SO. FT. LOT COVERAGE: CARPORT 944 SOFT. PORCHES 314 S0. FT. TOTAL: 1,258 SOFT. 207 MAX. ALLOWABLE • 2,268 1,258 < 2,268 KEY: ----- NEW STUD WALL EXISTING STUD WALL ® BRICK ASSEMBLY CONCRETE CMU BU O2 DOOR TAG �B WINDOW SM SMOKE /CO2 DETECTOR COMBO OHEAT DETECTOR NOTES: REVISIONS: -NOFMgSc�w +ems PAULW y� SWANSON o STRUCTURAL No 353340 IST EP��Q4� SSIDNAL ENG PROPOSED RESIDENCE AT 123 STANDISH WAY WEST YARMOUTH, M, PREPARED FOR CHRIS & MARIA DOUGLASS BY MARK S. MCCART; LONGFELLOW DESIGN BUILD 774 . 255 .1709 11 JULY 2019 DRAWING: FL OOR PL ANS SCALE: 1 /4" = 11 - o° )CK TAG A HYI 2 x 10 RAFTERS AT 16" O.C.. TYP. %" COX PLYWOOD ROOF SHEATHING --� ICE & WATER SHIELD TO 36" UP FROM WARM FACE WALL AT ALL EAVES %" COX PLYWOOD SHEATHING WITH HOUSEWRAP MOISTURE BARRIER, TYP. — ---------------- 16" x 16" REINFORCED CONCRETE PIER BEYOND —� ----------------- YARD GRADE — —_—_—_ 8'-9" •/- 10" THICK CONCRETE--------- FOUNDATON WALL: 2 it 12 RIDGE BOARD CODE HEIGHT LIMIT —------------------- — — — — — — 2 x 6 COLLAR TIES AT 48" O.C. — — — — 41'-0- 1/3 DOWN ROOF FROM RIDGE (35'ABOVE STREET GRADE) R-49 INSULATION, TYP. 12 2 DOUBLE -UP 2 x 6 BIROMOUTH TOP PLATE, CONTINUOUS W H2.5 HURRICANE CLIPS EACH SIDE It IrlI 6 --------------- CEILING - 33' -2" EXTERIOR STUD WALLS 2 x 6 AT 16" O.C. INSULATION, R-21, TYPICAL '/i• G.W.B. )j^ PLYWOOD SUBFLOOR, TYPICAL DRYWALL OVER STRAPPING, TYP. q 4" SLAB ON 6 MIL. POLY OVER 6" CRUSHED p -------- STONE -(6 JOgnxlO_go)_WWFJALMID-DEPIR ^ ---- -OF SLAB. SAW _CU_ T CONTROL JOINTS AT COLUMN ---- ---- LINES: USE 3500 PSICONCRETE ----7 ROOF SKIRT — — SECOND FLOOR ?— — — — 25'-2.. L---------- CEILING 24'-0" FIRST FLOOR ----------- 15' 0.. ------------- TOP OF PIERS \ 13'-9 ''/i' TOP OF FOUNDATION ----------- GRADE9._6.. I- - - - - - CARPORT SLAB --------- - - - - - - - - 6._0.. - - - - . °D 4'-0" FORM POUR TOP OF FOOTNG a - ------------ - 2" THICK RIGID INSULATION FOR 24" OUT FROM INSIDE3._0 • c BOTTOM FOOTING FACE OF FOUNDATION WALLS v 4-0 SEA LEVEL AROUND ENTIRE PERIMETER BENCHMARK 0'-0" T/1 PM BUILDING SECTION 6 mv ROOF PITCH PLAN KEY: ------ NEW STUD WALL EXISTING STUD WALL ruiiiiii= II=ice CONCRETE ® CMU BLOCK NOTES: REVISIONS: �Of�s PAULW. csc SWANSOhd ;" STRUCTUW, 7 /20 Jya79 PROPOSED RESIDENCE AT 123 STANDISH WAY WEST YARMOUTH, MA PREPARED .K. CHRIS & MARIA DOUGLASS MARK S. McCARTHY LONGFELLOW DESIGN BUILD 774 . 255 .1709 11 JULY 2019 DRAWING: BUIL DING SECTION and ROOF PITCH PLAN SCALE: 1 /4" = 1' - 0" w 0 SOUTH EL EVA TION BROSCO •8013 ON 1 x 10 RAKE N 00 _ _CEILING HIGH RAILINGS, TYP. _ 2ND FL C G _ 1ST FL YARD _ GRADE AVG. STREET GRADE ------------------- BROSCO •8013 CROWN AND CAP ---------- ----------------------------- - - - - - - - -------------------------------------------------- -------------- ---------------------- — — — — — — — — — — — — --------ROOF SKIRT - - - - ---- ------------------------------- - - - - Li YARD GRADE � NORTH EL EVA TION \Yarmouth\Doug1ass\1stp1an.dgn 711 8/201 9 9:27:10 PM CEILING M 00 -- ----- 2ND FL 1ST FL YARD GRADE I. STREET GRADEN. = ELEV. 14 ----------------- ELEV. 6. -------------- 7" CEDAR SHAKE = ELEV. 14.0 =_ ELEV. 6.0' WITH 2" SILLS. TYP. 5/4 x 8 FRIEZE BOARD 5/4 x6 CORNER BOARD. TYP. WEST EL E VA TION KEY: ------ NEW STUD WALL EXISTING STUD WALL ® STEEL BEAM CONCRETE CMU BLOCK NOTES: REVISIONS: OF MIS. PAIJLW ��y G� SWANSOL; N STRUCTURA! q, 9No353�4�j,_ '.. y0 FG/STEF`'4i �W 0. NAL ENG 7/Z 0 /7- oil PROPOSED RESIDENCE AT 123 STANDISH WAY WEST YARMOUTH, M, PREPARED FOR CHRIS & MARIA DOUGLASS BY MARK S. MCCART; LONGFELLOW DESIGN BUILD 774 . 255 .1709 11 JULY 2019 DRAWING: EXTERIOR EL EVA TIONS SCALE: 1 i4" = 1' - o" HYI OUADRUPL.E LVL BEAM 8 VERTICAL NO.8 REBAR WITH NO. 3 TIES AT i6' O.C. 1•-A.. I ANGLE 6" x 6" It %" THICK HIGH, WITH FOUR i%- HOLES V4' DIAMETER GALVANIZED (IAGE BOLTS 9" x 9" STEEL PLATE./2' THICK, WITH TWO i3/,,' DIAMETER HOLES FOR )'4" DIAMETER EPDXY SET ANCHOR BOLTS, 8" EMBED Y4" It 10%2' EPDXY SET c ANCHOR BOLTS'.8" EMBED 8 VERTICAL NO.8 REBAR WITH NO. 3 TIES AT 16' O.C. • TYPICAL CONCRETE PIER SECTION CUT PLAN DETAIL SCALE AT l'- 1'-0" 6" 9" x 9" STEEL PLATE. 112" THICK, WITH TWO i *7 DIAMETER HOLES FOR ;'4- DIAMETER EPDXY SET ANCHOR BOLTS, 8" EMBED 8 VERTICAL NO.8 REBAR "HOCKEY STICKS', 4' VERTICAL, 2' HORIZONTAL LENGTH —� GRAD SIX NO. 5 REBARS, CONTINUOUS, LAP BARS 30 DIAMETERS NO. 5 REBARS AT 12" O.C.. TOP & BOTTOM SECTION AT CONCRETE PIER SCALE AT l'- 1'-0" louglassllstplan.dgn 7/18/20199:27:52 PM rl TOP OF CONCRETE WALL FOOTINGS BELOW ELEVATION - 5'-6" BOTTOM OF CONCRETE WALL FOOTINGS BELOW ELEVATION • 4'-0" 36" WIDE x 18" DEEP REINFORCED CONCRETE FOOTING. USE NO. 5 REBAR AT 12" O.C. TOP & BOTTOM AND 6 NO. 5 6'-7" 4'-5" CONTINUOUS LAP BARS, 30 DIAMETERS: SET TOP OF FOOTINGS AT MINIMUM DEPTH OF ELEVATION 2.5', TYP. I I I STEEL ANGLE 6" x 6" x %" THICK 4'/2'1'/p" x 12" HKI, WITH FOUR '>�," HOLES I I 16" x 16" CONCRETE PIER, FOR -Y4' DIAMETER GALVANIZED 0-- TYP•: USE 8 N0. 8 VERTICAL CARRIAGE BOLTS: SHOP WELD ANGLE I I I TO FLAT PLATE I I I REBAR WITH NO.3 TIES AT — — -Q---------- I I I ; I I ; I I I I I I HOT DIP GALIV. AFTER FABRICATION 91, TYPICAL STEEL ANGLE DETAIL AT CORNER PIER LVL CONNECTION SCALE AT 2' - 1'-0" HALF LAP WITH TWO %" DIAMETER HDG CARRIAGE BOLTS 4" SLAB ON 6 MR. POLY OVER 5" CRUSHED STONE (6 x 6 - 10gox 10 go) WWF AT MID DEPTH OF SLAB, SAW CUT CONTROL JOINTS AT COLUMN LINES: USE 3500 PSI CONCRETE 6 x 6 PRESSURE -TREATED PSL POST SIMPSON "ABU66Z" COLUMN BASE i I GRADE i 10" DIAMETER CONCRETE -FILLED SONO TUBE 24- DIAMETER "BIGFOOT" I ' TO 48" BELOW GRADE, MIN. I t. V - j----------- -e a-----j-�.� ------ ------- ----T-- i 16 O.C.. TYP. -= r ---�- — — ----- ------ - - rq r io a .. , , 1 1 --- — —r-------- ----- ---------------------- — — i _T a r X2.4 '- -----a--------- -- I' vI B ' -------------- --------------- A-2 -------------- -- --T ,-- t '' TOP OF �ARPORT SLAB i 'n 00 I A/� ELEVATION 6'-0" 1 1 , � i TOP OF FOUNDATON WALL v -13-3-3------ ; 1 ' I 1 1 ---I---I---- � , ,,. , ELEVATION 9'-6" L----------- ' 1 ' X13 I ' ,------------------ -T- - $1.4 Go T¢P OF 'CONCRETE PIERS I 1 E4EVATION • 13'-9'/{- i A 10" THICK 3500 PSICONCRETE 1I z -w - FOUNDATION WALL, 72" HIGH 4" CONCRETE SLAB OVER i l" I io %D A-3 ? ABOVE FOOTINGS. TYP- pN ALL LAYER 4" Of CRUSHED STONE 3 YARD SIDES, 30" HIGI AT ON COMPACTED GRADE STREET/CARPORT SIDE j(NORTH) A G ----- ---------------r- I f.; I X1.3 i � �,: - - - - - - - - - ------------'- __ --_ _ '---. I , $1.4 I i Top OF CARPORT SLAB i L io I I I i ELEVATION - 6'-3" i 2 j- I --- -------------- -tI � 1 1 -14 1 i i A ---7- c II I -in 2_3 ----------- F $23-----------F------;I -&F2----I -j ------------l-rI Tj -82.4 Ln _—_ _—_—_—_��_—_— -------- ------ �L—_—_—_—_�------------------- —7 — _ ;i i j A j A j A Ij A FOUNDATION RETAINING WALLS TO HAVE I 1 I 1 li TWO NO.5 REBAR NEAR TOP OF WALL AND 10" DIAMETER CONCRETE -FILLED 00 SONO TUBE ON 24" DIA- BIGFOOT, v BOTTOM 48- BELOW GRADE. MIN.: SEE SECTION DETAIL NO.4 HAIRPIN THRU STIRRUP �I NATIVE SUB -GRADE, UNDISTURBED I 1 A SECTION AT SONOTUBE & BIGFOOT SCALE AT 1' - 1'-0" T-6" NO.5 "HOCKEY STICKS INTO FOOTINGS AT 16" O.C. DOWEL EACH WALL END INTO PIERS WITH 16" LONG NO. 5 REBARS AT 4'-0" 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 RECOR[ N OF Af4,9 . / o PAULPI cyo �t ' SWANSO'N STRUCTURAL 11 9 No 35334 y�.c �GISTEp'� 4•` � FSS70NALENG\r:,'�� SWANSON STRUCTURAL, INC. (508) 446 - 10i 92 ACRE HILL RD.. BARNSTABLE. MA 02630 PROPOSED RESIDENCE AT 123 STANDISH WAY WEST YARMOUTH, M, PREPARED FOR CHRIS & MARIA DOUGLASS BY MARK S. McCARTI LONGFELLOW DESIGN BUILD 774 . 255 .1709 11 JULY 2019 DRAWING: FOUNDA TION PLAN and DETAILS SCALE: 1 /TN — I' — 0" -0 2 4 iYI 2 x 10 RAFTER WITH 2 x 6 CE AT 16" O.C. AT SHEAR WALL HOLD DOWNS AND SPECIAL NAILING _ --- QSIMPSON BEAM SCHEDULE WITH S/g" DIAMETER ROD. ATTACH TO CONCRETE TAG BEAM TYPE LVL BEAM AND INSTALL 5" x 5" x W PLATE WASHER WITH P' DIAMETER CENTERED HOLE QSIMPSON al DOUBLE 1 3'i' x 9 '/2" LVL FLUSH 11 TRIPLE 1 3'i' x 16" LVL, OR W10 x 26 STEEL BEAM a2 DOUBLE 1 Yi • x 11 %g" LVL FLUSH 12 TRIPLE 2 x 10 ON DOUBLE JACKS a3 DOUBLE 1 -Yi" x 11 %e' LVL FLUSH©i WITH STEEL MOMENT FRAME, W10 x 22 a4 DOUBLE 1 Yi' x 11 LVL FLUSH 14 DOUBLE 1 fix" x 11 %g' LVL FLUSH a TRIPLE 1 )i" x 11 LVL, FLUSH; HGUS 5.50/12 HANGERS <4 DOUBLE 1 11 LVL FLUSH aTRIPLE %" DIAMETER ROD; ATTACH TO CONCRETE 1 y4" x 11 LVL, FLUSH; HGUS 5.50/12 HANGERS a DOUBLE 1 11 %g' LVL FLUSH a7 DOUBLE 1)14" x 11 %g" LVL FLUSH <1 TRIPLE 1 -Y4" x 11 T/8' LVL, FLUSH aDOUBLE SIMPSON HDU11 1 -Y4" x it /e" LVL FLUSH ®1 TRIPLE 1 )14" x 11 %g" LVL, FLUSH Q9 DOUBLE 1;'i' x 9 '/4" LVL, PROTECT FROM WEATHER 19 QUADRUPLE 1 3'4" x 11 %g" LVL, FLUSH ®i TRIPLE 1 x u" LVL, OR W10 x 22 STEEL BEAM 2 x 10 RAFTER WITH 2 x 6 CE AT 16" O.C. AT SHEAR WALL HOLD DOWNS AND SPECIAL NAILING _ --- QSIMPSON HDU2 WITH S/g" DIAMETER ROD. ATTACH TO CONCRETE PIER OR DRILL THRU LVL BEAM AND INSTALL 5" x 5" x W PLATE WASHER WITH P' DIAMETER CENTERED HOLE QSIMPSON HDU4 WITH %" DIAMETER ROD; ATTACH TO CONCRETE PIER OR DRILL THRU LVL BEAM AND INSTALL 5" x 5" it s/g" PLATE WASHER WITH 1" DIAMETER CENTERED HOLE QSIMPSON HOU5 WITH %" DIAMETER ROD; ATTACH TO CONCRETE PIER OR DRILL THRU LVL BEAM AND INSTALL 5" x 5" x W 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 1" DIAMETER CENTERED HOLE Al SIMPSON HDU11 WITH 1•' DIAMETER ROD; ATTACH TO CONCRETE PIER OR DRILL THRU LVL BEAM AND INSTALL 5" x 5" PLATE WASHER WITH T' DIAMETER CENTERED HOLE SOLID BRIDGING AT 48" O.C. FIRST TWO BAYS 9 OND FLOOR FRAMING PLAN X -v P.T.2 x 12 LEDGER WITH 2 R( OFF LL358 NAILS AT 16" O.C. 0 TYPICAL SIDE WALL NAILING, HORIZONTAL BLOCKING IS REQUIRED AT PLYWOOD SEAMS. 8d NAILS AT 6" EDGES, 12" IN FIELD; PLYWOOD OR %' OSB 0 SPECIAL SIDE WALL NAILING. HORIZONTAL BLOCKING IS REOUIRED AT PLYWOOD SEAMS; 8d NAILS AT 4" EDGES. 12" IN FIELD; '/z' PLYWOOD OR %' OSB 0o BOTH SIDES 4'-5" FIRST FLOOR FRAMING PLAN ..ITH 2 ROWS OFF LL358 NAILS AT 16" O.C. ■14wo ------ NEW STUD WALL EXISTING STUD WALL ® STEEL BEAM CONCRETE CMU BLOCK NOTES: ALL HEADERS TO BE TRIPLE 2 x 10, TYPICAL, UNLESS OTHERWISE NOTED ALL POSTS TO BE TRIPLE 2 x 4 OR TRIPLE 2 x 6 TO MATCH STUD WALL THICKNESS, UNLESS OTHERWISE NOTED ALL EXTERIOR WALLS TO BE 2 x 6 STUDS AT 16" O.C.; ALL INTERIOR WALLS TO BE 2 x 4 STUDS AT 16" O.C.• UNLESS OTHERWISE NOTED ENGINEER OF RECORD: OF oPAULW SWANSM ; o STRUCTURAL 334a Q 1 /ST GR4.\atB' ou 6 vv 7/2-0/2011 SWANSON STRUCTURAL, INC. (508) 446 • 1042 92 ACRE HILL RD., BARNSTABLE• MA 02630 PROPOSED RESIDENCE AT 123 STANDISH WAY WEST YARMOUTH, MA PREPARED FOR CHRIS & MARIA DOUGLASS BY MARK S. McCARTHY LONGFELLOW DESIGN BUILD 774 . 255 .1709 11 JULY 2019 DRAWING: FLOOR DECK FRAMING PL ANS SCALE: 1/411 = 1' - o" S i TAG BEAM SCHEDULE BEAM TYPE WITH %" DIAMETER ROD; ATTACH TO CONCRETE at DOUBLE 1 j'4" x 9 %2' LVL FLUSH ii TRIPLE 1;'4" x 16" LVL, OR W10 x 26 STEEL BEAM < DOUBLE 1 3'4' x 11 %' LVL FLUSH <4 TRIPLE 2 x 10 ON DOUBLE JACKS a DOUBLE 1 3'4" it 11 %' LVL FLUSH <4 STEEL MOMENT FRAME, W10 x 22 a DOUBLE i -Y4' x 11 %" LVL FLUSH <1 DOUBLE 1 )4' x 11 %" LVL FLUSH Q$ TRIPLE 1 -Y4' x 11 %" LVL, FLUSH; HGUS 5.50/12 HANGERS <4 DOUBLE 1 3'4" x 11 %e' LVL FLUSH a TRIPLE 1 -Y4" x 11 LVL, FLUSH; HGUS 5.50/12 HANGERS <1 DOUBLE 1 N" x 11 %g' LVL FLUSH a7 DOUBLE 1 -y4" x 11 LVL FLUSH <1 TRIPLE 1 iS" x it %' LVL, FLUSH a8 DOUBLE 1 -y4" x 11 r/e' LVL FLUSH 18 TRIPLE 1 -Ys' x 11 %" LVL, FLUSH a9 DOUBLE 1 N" x 9 '/4" LVL, PROTECT FROM WEATHER <1 QUADRUPLE 1 Y4" x it %' LVL, FLUSH t0 TRIPLE 1 !y4" x 14" LVL, OR WIO x 22 STEEL BEAM MAIN HOUSE ROOF FRAMING PLAN PM 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 i" DIAMETER CENTERED HOLE QSIMPSON HDU4 WITH %" DIAMETER ROD: ATTACH TO CONCRETE PIER OR DRILL THRU LVL BEAM AND INSTALL 5" x 5" PLATE WASHER WITH 1" DIAMETER CENTERED HOLE QSIMPSON HDU5 WITH %" DIAMETER ROD; ATTACH TO CONCRETE PIER OR DRILL THRU LVL BEAM AND INSTALL 5" x 5" x W PLATE WASHER WITH I" DIAMETER CENTERED HOLE QSIMPSON HDU8 WITH %" DIAMETER ROD. ATTACH TO CONCRETE PIER OR DRILL THRU LVL BEAM AND INSTALL 5" x 5" x 3/g" PLATE WASHER WITH P' DIAMETER CENTERED HOLE Al SIMPSON HDU11 WITH 1" DIAMETER ROD; ATTACH TO CONCRETE PIER OR DRILL THRU LVL BEAM AND INSTALL 5" x 5" PLATE WASHER WITH r' DIAMETER CENTERED HOLE 0 TYPICAL SIDE WALL NAILING. HORIZONTAL BLOCKING IS REOUIRED AT PLYWOOD SEAMS; 8d NAILS AT 6" EDGES, 12" IN FIELD; '/2' PLYWOOD OR %e' OSB O SPECIAL SIDE WALL NAILING, HORIZONTAL BLOCKING IS REQUIRED AT PLYWOOD SEAMS; 8d NAILS AT 4" EDGES, 12" IN FIELD; 1/2' PLYWOOD OR %C" OSB 00 BOTH SIDES >OLID BRIDGING AT 48" O.C. 'IRST TWO BAYS MAIN HOUSE CEILING FRAMING PLAN 101 KEY: ------ NEW STUD WALL EXISTING STUD WALL ® STEEL BEAM CONCRETE CMU BLOCK NOTES: ALL ROOF RAFTERS TO BE 2 x 10 AT 16" 0. TYPICAL, UNLESS OTHERWISE NOTED. USE 2 x RIDGE BOARD, UNLESS OTHERWISE NOTED; USE 2 x 6 COLLAR 1/3 DOWN ROOF FROM RIDGI AT 48" O.C., UNLESS OTHERWISE NOTED ALL CEILING JOISTS TO BE 2 x 10 AT 16'0.( UNLESS OTHERWISE NOTED ENGINEER OF RECOR[ tk OF P4,9 d4 PAULW Cys I SWANSON s I o STRUCTURAL No 353_4 I 4,o � � 90,r �tiISTEP tj• � �\ `cs910NALEN�\ i w i i SWANSON STRUCTURAL, INC. (508) 446 • 104 92 ACRE HILL RD., BARNSTABLE. MA 02630 PROPOSED RESIDENCE AT 123 STANDISH WAY WEST YARMOUTH, M, PREPARED FOR CHRIS & MARIA DOUGLASS BY MARK S. MCCART: LONGFELLOW DESIGN BUILD 774 . 255 .1709 11 JULY 2019 DRAWING: CEILING and ROOF FRAMING PL ANS SCALE: 1 /4" = 11— 0" C., 12 m III 9 2 7 Hyl TRIPLE LVL BEAM 7" x 13" STEEL PLATE '/2' THICK WITH TWO '3/6' DIAMETER HOLES FOR ;'i' DIAMETER EPDXY SET ANCHOR BOLTS STEEL ANGLE 6" x 6" x3/8" THICK x 12" HIGH, WITH FOUR '3/,6" HOLES FOR 3'4" DIAMETER GALVANIZED CARRIAGE BOLTS: SHOP WELD HOT GALVANIZED DIP AFTER FABRICATION SECTION AT CONCRETE PIER TOPS WITH MIDSPAN LVL BEAM CONNECTION 81. J SCALE AT 1' - 1'-0" DOUBLE LVL BEAM TRIPLE LVL BEAM DOUBLE LVL BEAM /— 7" x 13" STEEL PLATE ''/_' THICK WITH TWO '3/,s" DIAMETER HOLES FOR -Yi' DIAMETER EPDXY SET ANCHOR BOLTS 1 TYPICAL LVL BEAM r cm ,I – STEEL ANGLE 6" x 6" x3/8" THICK z 12" HIGH, WITH FOUR i3/*' HOLES FOR -yx" DIAMETER GALVANIZED CARRIAGE BOLTS: SHOP WELD HOT GALVANIZED DIP AFTER FABRICATION SECTION AT CONCRETE PIER TOPS WITH MIDSPAN LVL BEAM CONNECTION B1.2 SCALE AT 1' - 1'-0" STEEL ANGLE 6" x 6" x %" THICK QUADRUPLE x 12" HIGH, WITH FOUR i3/16' HOLES LVL BEAM FOR )i" DIAMETER GALVANIZED CARRIAGE BOLTS v 9" x 9" STEEL PLATE,/z" THICK, WITH TWO X3/,6' DIAMETER HOLES FOR 3'4' DIAMETER EPDXY SET ANCHOR BOLTS, 8" EMBED SECTION AT CONCRETE PIER TOPS WITH CORNER LVL BEAM CONNECTION nn z UL.J SCALE AT 1' - 1'-0" TRIPLE LVL BEAM QUADRUPLE LVL BEAM STEEL ANGLE 6" x 6"x3/6" THICK z 12" HIGH, WITH FOUR '3/ig" HOLES FOR -y4" DIAMETER GALVANIZED CARRIAGE BOLTS 9" x 9" STEEL PLATE. 1/2" THICK, WITH TWO t3/V;' DIAMETER HOLES FOR 3'4" DIAMETER EPDXY SET ANCHOR BOLTS, B" EMBED SECTION AT CONCRETE PIER TOPS WITH CORNER LVL BEAM CONNECTION nz � UJ. -T SCALE AT V- 1'-0" ..\Yarmouth\Douglass\1stplan.dgn 711 8/201 9 9:30:15 PM 7" x 13" STEEL PLATE %j' THICK WITH TWO '3/,.' DIAMETER HOLES FOR 3'4l' DIAMETER EPDXY SET ANCHOR BOLTS STEEL ANGLE 6" x 6" x3/8" THICK x 12" HIGH, WITH FOUR i3/r' HOLES FOR -Yi" DIAMETER GALVANIZED CARRIAGE BOLTS: SHOP WELD HOT GALVANIZED 3/2 2 DIP AFTER FABRICATION r -a•' SECTION AT CONCRETE PIER TOPS WITH MIDSPAN LVL BEAM CONNECTION B1.4 SCALE AT l'- 1'-0" TRIPLE LVL BEAM TRIPLE LVL BEAM DIAMETER TIE I S STEEL MOMENT VERTICAL LEG TYPICAL LVL BEAM BASE PLATE: Yi" THICK x VIDE x 16" LONG WITH TWO OLESISHOP WELD TO COLUMN __SE PLATE: 3/8" THICK z 5" WIDE x 9" LONG WITH TWO HOLES W8 x 18 STEEL MOMENT FRAME DETAIL SCALE AT 1' - 1'-0" MINIMUM TRIPLE 2 x 6 TYPICAL FLOOR JOIST TYPICAL LVL STEEL ANGLE 6" x 6" x 3/8" THICK x 12" HIGH, WITH FOUR i3/,,' HOLES OUAORUPLE FOR 3'4" DIAMETER GALVANIZED LVL BEAM - CARRIAGE BOLTS 9" x 9" STEEL PLATE,THICK, WITH TWO i3/t6 DIAMETER HOLES FOR %i DIAMETER EPDXY SET ANCHOR BOLTS, 8" EMBED SECTION AT CONCRETE PIER TOPS WITH CORNER LVL BEAM CONNECTION 0 z SCALE AT l'- 1'-0" SHEAR WALL HOLD DOWN BEAM CONNECTION DETAIL SCALE AT 1' - 1'-0" W, TYPICAL LVL BEAM " DIAMETER THRU RODS THRU MIDDLE PLY LVL OF BEAM SASE PLATE:3/a" 5" x 5" WITH TWO '%• HOLES 9" x 9" STEEL PLATE;/{' THICK, WITH TWO '3/*" DIAMETER HOLES FOR -Yi' DIAMETER EPDXY SET ANCHOR BOLTS, 8" EMBED DOUBLE LVL BEAM STEEL ANGLE 6" x 6" x %" THICK x 12" HIGH, WITH FOUR '3/K," HOLES FOR Y+" DIAMETER GALVANIZED CARRIAGE BOLTS SECTION AT CONCRETE PIER TOPS WITH CORNER LVL BEAM CONNECTION B2.4 SCALE AT l'- 1'-0" W10 x 22 STEEL MOMENT FRAME DETAIL SCALE AT 1' - 1'-0" PRESSURE -TREATED 2 x 10, BOTTOM FLU. U210 JOIST HANGER x 22 STEEL MOMENT ME VERTICAL LEG EEL BASE PLATE: 3'i" THICK x WIDE x 18" LONG WITH TWO HOLES. SHOP WELD TO COLUMN BASE PLATE: 3/g" THICK x 5" WIDE x 9" LONG WITH TWO HOLES W8 x 18 STEEL MOMENT FRAME VERTICAL LEG STEEL BASE PLATE- Y411 THICK x 5Vi" WIDE x 16•' LONG WITH TWO "/116" HOLES: SHOP WELD TO COLUMN DIAMETER TIE RODS BASE PLATE: )Ye" THICK x 5" WIDE x 9" LONG WITH TWO HOLES STEEL MOMENT FRAME CONNECTION SIDE VIEW DETAIL SCALE AT 1' - 1'-0" BEAM 10 (OR WOOD FILLER FRAMING INSIDE STEEL WEB) U210-2 JOIST HANGER 1'/2' x 11 %8 LSL SCAB 1'/2" x 11 %8 LSL BLOCKING IN HANGERS PLAN DETAIL AT BEAM 10 BLOCKING AND SISTERED JOISTS SCALE AT 1' - 1'-0" KEY: ------ NEW STUD WALL EXISTING STUD WALL ® STEEL BEAM CONCRETE CMU BLOCK NOTES: MOMENT FRAME NOTES: TOP OF FRAME 1S AT TOP PLATE: BOTTOM AT TOP OF V4" ADVANTECH: FULL PENE WELL CLEAR OPENING IS THE ROUGH OPENING PLV ENGINEER OF RECOR[ i OfIVA 1 - PAULW. ' SWANSON I It o STRUCTURAL t No 35334 I � SSS/ONAI.ENG'" i� �l"O/zon SWANSON STRUCTURAL, INC. (508) 446 - 0 92 ACRE HILL RD., BARNSTABLE, MA 02630 PROPOSED RESIDENCE AT 123 STANDISH WAY WEST YARMOUTH, M, PREPARED FOR CHRIS & MARIA DOUGLASS BY MARK S. McCARTI LONGFELLOW DESIGN BUILD 774 .255 .1709 11 JULY 2019 DRAWING: FOUNDA TION and FRAMING DETAILS SCALE: AS NOTED S )SI i 6" 1 2 HY