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HomeMy WebLinkAbout0054 OLD JAIL LANE O i I^ Q 0 Y y t - fi I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION . Map Parcel `_ - 9 Application # 0 p Health Division `Date Issued C�c Conservation Division ter✓ A lication Fee pP Planning`Dept: Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address 574/ Old TG• ht VillageGrS�G� Owner Ry��,f J&7JC.5 Address 5V old Ji.) G416--p- Telephone Sv8-ao7-- 737V Permit Request 9,A rt+e4l�; W C441 +v I-eVle l o b C�h C1 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District. Flood Plain Groundwater.Overlay Project Valuation L(U(J<1G,&0 Construction Type 5H3 Lot Size Grandfathered: ❑Yes ❑ No If yes, attach s,up"Porting d-Qcum`Ltation. P. O Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King'swighway:0 Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft' rn Number of Baths: Full: existing: new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing 0 new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑;new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION �Q (BUILDER OR HOMEOWNER) Name Telephone Numberism �'7 - -7 3 7/`- Address _S� D� ���� � ��- License # Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE- _7 5/41 �' I 1 FOR OFFICIAL USE ONLY APPLICATION# `GATE ISSUED MAP/PARCEL NO. to ADDRESS VILLAGE ' OWNER I DATE OF INSPECTION: 1 FOUNDATION F FRAME . INSULATION II FIREPLACE _ s !_ ELECTRICAL: ROUGH FINAL 3 PLUMBING: ROUGH FINAL ' r GAS: ROUGH FINAL b _ FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. a Town of Barnstable , 0 Regulatory Services snitxsTnal.e. Thomas F.Geiler,Director MASS : Building Division �Fp p Tom Perry;Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Q Please Print DATE: 7�� / JOB LOCATION:_ XV ©L� number ��JJ yC str eet 1,/ village ..HOMEOWNER": 2�73esC�_&t^XS JT7�-?D� /�$��BZ—LZ5 name ,home p ne# wor hone# CURRENT MAILING ADDRESS: !� /t/+eCL� /�'`f'LL— /U� / 114 1/ city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building-permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Ho(/)eoner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION• Map Parcel Permit# + '31 -V Health Division 2&00 vY' a � ( �' Date Issued Conservation Division Ict 00 Fee Tax Collector `f��� pTIC SYSTEM! MUST DE Treasurer (.Fl �' It STALLED IN COMPLIANCE WITH TITLE 5 Planning Dept.N v i�.PAP a. ',-j J . v� s d 2��„ - �'n"► N DENTAL CODE AND Date Definitive Plan Approved by Plann[n Board N REGULATIONS / C7 J G C��s ✓� !L G / /' Historic-OKH Preservation/Hyannis Project Street Address � 0 t 0 I A i L L IV Village (Lre�f jN!4t_n Pr cS Address 1 S�i°1/►'� 0� C-JV Owner ` '- Telephone Permit Request :/11f c6J Square feet: 1st floor: existing proposed j 2nd floor:existing proposed Total new�� Estimat�Pr d lo Cost' onMJ istrjct 2— Flood Plain Groundwater Overlay Construction Type Lot Size ���, � Grandfathered: ❑Yes ❑ No If yes,attach supporting documentation. Dwelling Type: Single Family two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: &Yes ❑No Basement Type: C 1 ❑Crawl &*Wa—lkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 1 Number of Baths: Full: existing new Half: existing new-� TT .� Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas iI ❑ Electric ❑Other Central Air: ❑Yes Lilo^ Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing p❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing a new sizet Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes L446�_ If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION c Name ^ /�C~ C�r��C.� � � O' �l� S Telephone Number Address l ,_�lY1/� d'(1/ t ey License# 11iM 791611 S Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTI N DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO ��i SIGNATURE DATE _ 61 V—/f— d� ` FOR OFFICIAL USE ONLY PERMIT NO. Aq.'`' 7 DATE ISSUED . J MAP/PARCEL NO. 7 - x ' } ADDRESS i VILLAGE r F 7 OWNER ♦ DATE OF INSPECTION r FOUNDATION +� FRAME INSULATION* `�'-ZOO �'���1"" FIREPLACE C *& I t� ELECTRICAL: ROUGH -''4. FINAL 4' PLUMBING: RObblit FINAL GAS: ROUGU.:( FINAL FINAL BUILDING. 1= I t~t "1. 's DATE CLOSED OUT e ASSOCIATION PLAN NO. ti ' TOWN`,OF BARNSTA3I;i+. W - i •. _ CERTIFICATE OF OCCUPANCYk PARCEL ID 2V9 050 004 GEOBASE ID 43500 i � ADDRESS 54 OLD JAIL LANE PHONE BARNSTABLE ZIP - LOT 3 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT .BA PERMIT 53804 DESCRIPTION CERTIFICATE OF OCCUPANCY--BLDG.PMT.#49538 PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: ARCHITECTS: Department'of Health, Safety and Environmental Services TOTAL FEES: BOND $.00 px TFIE CONSTRUCTION COSTS $.00 r �T Qi► 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE P" � .. + BARNSTABLE,. MA93. 1639. Al E�MAC BUILDING DIVI`ISO BY DATE ISSUED 06/08/2001 EXPIRATION DATE. -r • TOWN, BA�STABLE ,.o BU �?IbrG RMIT PARCEL ID 27a' 050 004 GEOBASE ID 43500 !` r ADDRESS 5t ,OLD JAIL LANE PHONE • ZIP _ LOT 3 BLOCK LOT SIZE . DBA R DEVELOPMENT DISTRICT BA PERMIT 49538 DESCRIPTION 4BR/2 1/2BA/FULCAPE/W.O./2CARATT./DECK(0233) . PERMIT TYPE BUILDS TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: PTRES, 'DONALD J. Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: $976.24 BOND $.00 per THE CONSTRUCTION COSTS $314,915.00 1.01 SINGLE FAM HOME DETACHED 1 ' .PRIVATE P11*`AFT" * BARNSrABM + MASS. BUILDI G'� 4�� .�- •IVISION n, BY / . DATE ISSUED 10/25/2000 EXPIRATION DATE V THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA k . I ABLE,- BUT ' £ ,O 004 dEOBAtE „435,06 ' . p rr h JAIL LAII E f, PIT ZTP' s. BLOCK g� r RI i DESC11Pa b .� ,• , .$1 TITLE jeparment ofHealth,,Safety d Environmental Services + t► ia376:7 4 a TI'IE a .00 ETAC + E AMSTABLE, �► �; MASS. i639. , Ep�P►l A �. a _ BUILDING,DIVISION ' BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR.SIDEWALK OR ANY PART THEREOF,,'EITHER-TEMRORARILY OR PERMANENTLY.EN CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION`STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROMTHE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT-FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). FANCY IS REQUIRED, SUCH BUILDING SHALL,NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. s .n to i BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS j>I&J'a-w t X/Lit, 3 6� �,� -q� 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 1..-f � B7 OF EAT i OTH R: l SITE PLAN REVIEW APPROVAL WORK SHALjNT PROCEE UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTASAPPROVEDTHE STRUCTION WORK IS NOT STARTED,:WITHIN SIX CARD.CAN BE ARRANGED FOR BY VARIOUS STS OF CONSTRUC MONTHS.OF DATE THE PERMIT IS 'IS3UED AS TELEPHONE OR WRITTEN NOTIFICA- TION. . NOTED ABOVE. TION. APPROVED 1 Z�5 • Y TOWN OF BARNSTABLE ❑ GAS El WRING El PLUMBING 6CM. DING PERMIT i 1 MAScheck COMPLIANCE•REPORT I 301 Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 I I I I I Checked by/Date I I CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 10-18-2000 DATE OF PLANS: 3-3-2000 TITLE: New Residence PROJECT INFORMATION: Don & Donna Pires Lot # 3 Old Jail Lane Barnstable Ma. 02630 COMPANY INFORMATION: Don Pires 15 Cameron Lane Marstons Mills, Ma. 02648 NOTES: MaCheck by Cape Cod Insulation INC. # 1352 COMPLIANCE: PASSES Required UA = 485 Your Home = 475 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ---------------------------------------------------- ------------------------- CEILINGS 1623 30.0 0.0 57 WALLS: Wood Frame, 16" O.C. 2012 13.0 0.0 166 GLAZING: Windows or Doors 512 0.320 164 DOORS 60 0.220 13 FLOORS: Over Unconditioned Space 1590 19.0 0.0 76 HVAC EQUIPMENT: Furnace, 85.0 AFUE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date MAScheck COMPLIANCE'REPORT I I Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 I I I I I Checked by/Date I I i CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 10-18-2000 DATE OF PLANS: 3-3-2000 TITLE: New Residence PROJECT INFORMATION: Don 6 Donna Pires Lot # 3 Old Jail Lane Barnstable Ma. 02630 COMPANY INFORMATION: Don Pires 15 Cameron Lane Marstons Mills, Ma. 02648 NOTES: MaCheck by Cape Cod Insulation INC. # 1352 COMPLIANCE: PASSES Required UA = 485 Your Home = 475 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------------------------------------------- CEILINGS 1623 30.0 0.0 57 WALLS: Wood Frame, 16" O.C. 2012 13.0 0.0 166 GLAZING: Windows or Doors 512 0.320 164 DOORS 60 0.220 13 FLOORS: Over Unconditioned Space 1590 19.0 0.0 76 HVAC EQUIPMENT: Furnace, 85.0 AFUE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 New Residence DATE: 10-18-2000 Bldg. 1 Dept. J Use J I CEILINGS: [ J I 1. R-30 J Comments/Location I WALLS: [ ] I 1. Wood Frame, 16" O.C., R-13 I Comments/Location I WINDOWS AND GLASS DOORS: [ ] J 1. U-value: 0.32 For windows without labeled U-values, describe features: I # Panes Frame Type Thermal Break? [ ] Yes [ ] No i Comments/Location I I DOORS: [ ] I 1. U-value: 0.22 Comments/Location I J FLOORS: [ ] I 1. Over Unconditioned Space, R-19 I Comments/Location I I HVAC EQUIPMENT: [ ] I 1. Furnace, 85.0 AFUE or higher i Make and Model Number I I AIR LEAKAGE: [ ] I Joints, penetrations, and all other such openings in the building I envelope that are sources of air leakage must be sealed. When I installed in the building envelope, recessed lighting fixtures I shall meet one of the following requirements: I 1. Type IC rated, manufactured with no penetrations between the i inside of the recessed fixture and ceiling cavity and sealed or I gasketed to prevent air leakage into the unconditioned space. I 2. Type IC rated, in accordance with Standard ASTM E 283, with no J more than 2.0 cfm (0.944 L/s) air movement from the the I conditioned space to the ceiling cavity. The lighting fixture I shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. I I VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all non-vented framed I ceilings, walls, and floors. i MATERIALS IDENTIFICATION: [ ] I Materials and equipment must be identified so that compliance can f MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 New Residence DATE: 10-18-2000 Bldg. ► Dept. l Use I I CEILINGS: [ ] I 1. R-30 I Comments/Location I WALLS: [ ] I 1. Wood Frame, 16" O.C., R-13 I Comments/Location I I WINDOWS AND GLASS DOORS: [ ] I 1. U-value: 0.32 I For windows without labeled U-values, describe features: I # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location I I DOORS: [ ] I 1. U-value: 0.22 Comments/Location I I FLOORS: [ ] I 1. Over Unconditioned Space, R-19 I Comments/Location i I HVAC EQUIPMENT: [ ] I 1. Furnace, 85.0 AFUE or higher I Make and Model Number I I AIR LEAKAGE: [ ] I Joints, penetrations, and all other such openings in the building I envelope that are sources of air leakage must be sealed. When I installed in the building envelope, recessed lighting fixtures I shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the I inside of the recessed fixture and ceiling cavity and sealed or I gasketed to prevent air leakage into the unconditioned space. I 2. Type IC rated, in accordance with Standard ASTM E 283, with no I more than 2.0 cfm (0.944 L/s) air movement from the the I conditioned space to the ceiling cavity. The lighting fixture I shall have been tested at 75 PA or 1.57 lbs/ft2 pressure I difference and shall be labeled. I I VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all non-vented framed I ceilings, walls, and floors. I I MATERIALS IDENTIFICATION: [ ] I Materials and equipment must be identified so that compliance can I be determined. Manufacturer manuals for all installed heating 1 and cooling equipment and service water heating equipment must be I provided. Insulation R-values, glazing U-values, and heating I equipment efficiency must be clearly marked on the building plans I or specifications. I I DUCT INSULATION: [ ] I Ducts shall be insulated per Table J4.4.7.1. I I DUCT CONSTRUCTION: [ ] I All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed I using mastic and fibrous backing tape installed according to the I manufacturer's installation instructions. Mesh tape may be I omitted where gaps are less than 1/8 inch. Duct tape is not I permitted. The HVAC system must provide a means for balancing I air and water systems. I I TEMPERATURE CONTROLS: [ ) I Thermostats are required for each separate HVAC system. A manual I or automatic means to partially restrict or shut off the heating i and/or cooling input to each zone or floor shall be provided. I I HVAC EQUIPMENT SIZING: [ ) I Rated output capacity of the heating/cooling system is I not greater than 125% of the design load as specified I in Sections 780CMR 1310 and J4.4. I [ ] I SWIMMING POOLS: I All heated swimming pools must have an on/off heater switch and I require a cover unless over 20% of the heating energy is from I non-depletable sources. Pool pumps require a time clock. I [ ] I HVAC PIPING INSULATION: I HVAC piping conveying fluids above 120 F or chilled fluids I below 55 F must be insulated to the following levels (in.) : I PIPE SIZES (in.) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-l" 1.25-2" 2.5-4" I Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 I Low temperature 120-200 0.5 1.0 1.0 1.5 1 Steam condensate any 1.0 1.0 1.5 2.0 1 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 I refrigerant below 40 1.0 1.0 1.5 1.5 I [ 7 I CIRCULATING HOT WATER SYSTEMS: ( Insulate circulating hot water pipes to the following levels (in.) : i PIPE SIZES (in.) NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1" I 0-1.25" 1.5-2.0" 2.0+" 170-180 0.5 I 1.0 1.5 2.0 I 140-160 0.5 1 0.5 1.0 1.5 I be determined. Manufacturer manuals for all installed heating I and cooling equipment and service water heating equipment must be I provided. Insulation R-values, glazing U-values, and heating I equipment efficiency must be clearly marked on the building plans or specifications. I I DUCT INSULATION: [ ] I Ducts shall be insulated per Table J4.4.7.1. ( DUCT CONSTRUCTION: [ ] I All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed I using mastic and fibrous backing tape installed according to the I manufacturer's installation instructions. Mesh tape may be I omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing I air and water systems. I I TEMPERATURE CONTROLS: [ ] I Thermostats are required for each separate HVAC system. A manual I or automatic means to partially restrict or shut off the heating I and/or cooling input to each zone or floor shall be provided. I I HVAC EQUIPMENT SIZING: [ ] I Rated output capacity of the heating/cooling system is I not greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. i [ ] I SWIMMING POOLS: I All heated swimming pools must have an on/off heater switch and I require a cover unless over 200 of the heating energy is from I non-depletable sources. Pool pumps require a time clock. i [ ] I HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids I below 55 F must be insulated to the following levels (in.) : I PIPE SIZES (in.) I HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-l" 1.25-2" 2.5-4" I Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 I Low temperature 120-200 0.5 1.0 1.0 1.5 I Steam condensate any 1.0 1.0 1.5 2.0 I COOLING SYSTEMS: I Chilled water or 40-55 0.5 0.5 0.75 1.0 I refrigerant below 40 1.0 1.0 1.5 1.5 I [ ] I CIRCULATING HOT WATER SYSTEMS: I Insulate circulating hot water pipes to the following levels (in.) : I PIPE SIZES (in.) NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS I HEATED WATER TEMP (F) : RUNOUTS 0-1" I 0-1.25" 1.5-2.0" 2.0+" 170-180 0.5 I 1.0 1.5 2.0 I 140-160 0.5 i 0.5 1.0 1.5 I 100-130 0.5 I 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only)------------------------- e S t IJ e N C D w el D-Bmman,P E 189 Harbor Pointe Cummaguuf,MA 02637 0361 40 r LOA oS : FCc,-op- 4-c s� QTT! C -, °�° - 157 s C.C.° I ✓ s � C P u N D G-tz. N/4 5TC- fZ �,f.� . -SP,4-" 16� w c2 x KIT C_ IZ 25 ` G o&4 Ta—(e A4 ( EA `� �'�/)—.z L t Gp t1-D l:l C;; 2 j=c-c�C> S CE I c_! til C� I-)A—(, wow3 2 15x !G + 10Y-ICo-E- i5X- 18 = o+1(-0fZ70• '510 f4f 40 x I -A 1'Z a0�,e cKti_WtZ�Zfo C 6/4 T2 c F3 Ar(Lt~,� � 12,Zl-l L q c� p� = 15x12.25 !- IU � I2.z5 = 184- + 12,32367 p-P 5 C V�1 �o�C Z DANIR E� G� d o-P-0s owls d t BRANiAN r a STRUCTURAL �N0.36 95 �D r ONAL q•y4—00 RAMSBEAM V2 . 0 - Gravity Beam Design Licensed to: Dan Braman, P.E. Job: Pires Residence, Barnstable Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (Optimum) = W21X50 Fy = 36. 0 ksi lO Total Beam Length (ft) = 25. 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 050 k/ft Line Loads (k/ft) : Dist1 Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 25. 00 0 . 910 0 . 910 0 . 000 0 . 000 1 .280 1 .280 SHEAR: Max V (kips) = 28 . 00 fv (ksi) = 3 .54 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 175. 0 12 . 5 0. 0 1 . 00 22 .22 24 . 00 22 .22 24 . 00 Controlling 175. 0 12 . 5 0 . 0 1-. 00 22 .22 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 12 . 00 12 . 00 Max + LL reaction 16. 00 16. 00 Max + total reaction 28 . 00 28 . 00 DEFLECTIONS: Dead load (in) at 12 . 50 ft = -0 .296 L/D = 1015 Live load (in) at 12 . 50 ft = -0 . 394 L/D = 761 Total load (in) at 12 . 50 ft = -0 . 690 L/D = 435 RAMSBEAM V2 . 0 - Gravity Beam Design a % Licensed to: Dan Braman, P.E. Job: Pires Residence, Barnstable Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (Optimum) = W16X26 Fy = 36. 0 ksi Total Beam Length (ft) = 26. 00 Top Flange Braced By Decking . LOADS: Self Weight = 0 . 026 k/ft Line Loads (k/ft) : Dist1 Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 26 . 00 0. 307 0 . 307 0 . 000 0 . 000 . 0 .490 0 .490 SHEAR: Max V (kips) = 10 .70 fv (ksi) = 2 . 73 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 69. 6 13. 0 0 . 0 1 . 00 21 .74 24 . 00 21 . 74 24 . 00 Controlling 69. 6 13. 0 0 . 0 1 . 00 21 .74 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 4 .33 4 .33 Max + LL reaction 6. 37 6. 37 Max + total reaction 10. 70 10 . 70 DEFLECTIONS: Dead load (in) at 13 . 00 ft = -0 . 392 L/D = 795 Live load (in) at 13 . 00 ft = -0 . 577 L/D = 541 Total load (in) at 13 . 00 ft = -0. 970 L/D = 322 E�TIMA T&U NJYU✓tL I kU0 / vvL"If"J • LIVING SPACE Value (high end construction) 25 / square feet X$115/sq. foot (above average construction) square feet X$96/sq. foot= (average construction) square feet X$57/sq. foot= GARAGE (UNFINISHED) square feet X.$25/sq. foot= -�Q ate' PORCH square feet X$20/sq. foot= DECK uare feet X$15/sq. foot OTHER square feet X$7?/sq. foot= s tle P_rolect Value Tar,�al F�•l....�-�• �- For Office Use Only /nclusionarY Affordab/e Housing Fee residential Commercial" e Property Owner's Name J)o tJA 4) l C Project Location Project Valu e l ql (go Permit Number "Existing Sq. Ft. **Proposed*New Sq. Ft. Fee $ g `oe �3 A) z IAHFORM 1/3/00 - ■:■ �_ � ■■■ -■��'�=■■■ ■■■ ■== an�l to s � ■■■ — 1 11 �.-� 1110co ■■ -■■■ �-■■ _ �..� ■t■ ■t■ c� ■■■ rm - i . ". _ •-= .IIN ENE mow:__to iii��� iii =� __ ■■■ ■■■ �� iii �cl 0 REAR ELEVATION z z R z a z 2 m w a w n ' z � 1] Q w x op,Z w �a z zzas CD GARAGE a M RIGHT SIDE ELEVATION eca.e.v�.r-v ZOP LEFT SIDE ELEVATION scA�e,va•.r-a A DATE REVISIONS oa�wT+er sa OMWNC W. A L I C(Xr t�py V1W1 .OAML_ I} �T t��� III �t�v.�aR D'b`:�'•ia � u ewNcs�w w„D"rm:ti yf oW / ��i v.�a�°um••n R•1T z g fifQB�7t! � m F:S [ 1. .a_. z G..®9EH rna I•'R'•IOleawYY�'• ISIICdIQI LNING RM. W e LY�1NK[O�/�eOt4Aee N1i mro�neea q 4 OIIR wa ttNl..i a U�V 11 Y(RY)[bYbL.Y GR K[w[Wlm w Va.rLtela([[NrM) •[�.) Mod BOOM M.�L p���q�p - A. 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I _ 0 0 w z U zz., w O M A r1 FIRST FLOOR PLAN ecnLe.vr.r-0 W A�rn 0 zoF C s0] A WINDOW SCHEDULE SYM. MANUFACTURER'S UNIT ROUGH OPENING OTY REMARKS A A6Iom 2632 2'-10 1/815'-s 1/: B A20EMN 1612 1'-10 1/6'af-5 1/1' c AlDERSEN 2-2 2'-6 DATE oe aT eo D N DERSDI 24310 Y-6 1/6'.1'-1 1/: R E N10ERSE31 cm i-0 1/2'13'-5 3/6' P AIXASEN 2u6 2'-6 1/6'.f-6 1/: c A DUM C245 1'-0 1/2'.1'-5 3/6' TEUMED MASS DRAWN BY 29 DRAWING NO. A3 IDR 03E RATME M-XE 82V nM I -. ---- z z � s w � A D C N N N C:J z z c� - a o © ® -------------- D V1' \\ $ c c o nn�c ePM.,cs Baitf I \ TF \ t \ I \ I \ 1 \ I s.. II fa+e \\\\ \\\\ W I \\ M w Za (I \\\\ I \\ v I I � z z,p�pqq VAN¢L ___——_— — — acceDD d�+— — — — uwewm � (n �izam �1 SECOND FLOOR PLAN scwe�w•.r_w GATE ae��oo REVtMOBS OBAWN BY !9 DRAWING NO. A4 I z� g - © Gap pLIOER © -y BASEMENT PLAN euLEn/A•.r-o• a' O �3 ` z 10•Dl4 CONC. O BONOfVBF, TTP. FIELD LOCATo ---0- ----0-- -- - -{�- - \ A' 2-F.T.Zrp GIRT - i U O � O F ZzZ LL m m I I I BASEMENT _______________J I a I/Y CON..BLAB OVE. 0 MIL POLY VAPOR BARRIER I I-_______________ OVER 6•COMPACTBD GRAVFLTYPICAL O I _ CONSTRVCTIDN STEEL LALLYFCO LUMN ON CONSTRUCTION JOINT \` \ p.ONCO';2 TYP. JOINT 1 D\ \ - PLOOR TRU89E8 TO BF `\•� \ - TRUBB 1 c;✓2 f X S O 3�� �'N�iN_'� _ � v� I I 1 --------------- � i --i �BTL.BM. i - •V \\.\\\ // /�\ \\ W I MIN. /) // \\ \\ B In'. C.FILLED LUE —ITW.d ate. B I I F GIRT / GOLUHN, —F. coN'T I J IZ'DIA. \ W to I I I Z4"aZA"IZ" .FTG• \ ' n I B .HV \ \ d I r / GARAGE I ON \ \ W(D p Ri I I I , // 0• .RED NG NKB \ Z Q GONG •-7 I 10'w10'-O'CONC.WALL `\ ) I /pLq Ll ...._��.._. .,— i ,.,•Z w4 COI K I PLANK\ \ ENGINEEREPI BY CONC. HdG. ------- ------ CONTINVOU I TNb F.T.BI PLATIV.LL IN—. —__--_ ______ -----_ \ \ / / w n-DIA ALV.4.B.•6'-0.O.G.MA% \\ \\ /� ��BTL. I B/dill]/'LVL RIM J9T. P�NOWALL9n]O \\\\\ ' p 1/]"CONC.FILLED \ LALLY COLUMN, TYP. // // DATE OB/9�/00 FOUNDATION PLAN ecnLe.vA•.I'_o" \ \ \ \ / DRAWN BY 22 DRAWING NO. A5 tv iiiiiilllli ' Illllll ' \ �, Illillllllllj Iillli " jij ' z s jjjjjjjjjij ' iil ' illllllllll Iilll � llllll .'\\•\\•\\ •\ � l l I I I I I IIIIIIIIIIIII •\\••\\••\\••\\ � z I I I w L IIIIIIIIIIIII i ��\\ ��� �, ' \\\\ a i � - \:\\ o SEOOND FLOOR FRAMING PLAN `,\\\• $s �,���-�-���=F��� I I i I IIIIIIIIIIIII j l i l l l l l 1 •�� IIIIIIIIIIIII Illllilllllllllll � � II I / /, �, RIIIII'I`IIj"j I' iIIIIIIIIIIIIIIII : ililli � i,, ' , � gwz II IIII II I , ,R ' I A 0 E- \\�NX, �� IIJ I III / �v. i o I I \\ \f'\ wzm DATE oa b o0 n ROOF FRAMING PLAN DRAWl BY DRWNG ND. A7 TOP 04N. EL. 56.0' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER: ARNE H. OJALA, PE 46.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6' OF FIN. GRADE WITNESS: DONNA MIORANDI, RS I � 2X SLOPE REQUIRED OVER SYSTEM 44.0' �ouh a RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: MAY 21, 1999 FOR FIRST 2' PERC. RATE _ < 5 MIN/INCH �'tO01S PROPOSED 15 �, 3' MAX. SLAB GALLON SEPTIC 43AY /// CLASS I SOILS p 9431 EL 46' 43.25 TANK (H— 10 ) GAS 41.0 # — BAF E 42.0' 14\41.83 r-1 r-1 1 Q 0 ro a Q Q 40.17' ro f-o Q Q Q f_o Q a Q O SIDES `1 MIN �6" CRUSHED STONE OR MECHANICAL 2' Q Q Q Q Q Q Q Q Q O ENDS ELEV. ELEV. �� mAoce (--2—X SLOPE) COMPACTION. (15.221 [2]) p O O 0 Q El 0 C7 1:7 l5w 38.17' Q 54.0' 1; 46.0' DEPTH OF FLOW p 4' 7 X SLOPE 0„ Q" TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE ,, O/A O/A INLET DEPTH — 10" SL y`� OUTLET DEPTH Q 14" 12" 1 OYR 3/1 8" 10YR 3/1 LOCATION MAP to sc AE B B FOUNDATION— 16' SEPTIC TANK 14' D' BOX 28' LEACHING SL SL ASSESSORS MAP 279 PARCEL 50-4 FACILITY 36" 2.5Y 5/4 51.0, 30" 2.5Y 5/4 43.5' ZONING DISTRICT: RF2 EDGE GRAVEL WAY O EL. 60 \ STONEWALL T EL 60 0' Cl YARD SETBACKS: 13' TOP FNDN EL 56. 33.17'* SL (UNSUIT.) C FRONT = 30' EL 60 72" 2.5Y 6/4 SIDE = 15' F/M SAND REAR = 15' EL 55 C2 PLAN REF. - 502/11 �. PROFILE VIEW SWAIA' AS NECESSARY TO COS/GRAY 2.5Y 6/4 10' DIVERT RUN—OFF FROM z FLOOD ZONE: C r FOUNDATION 10 FOUNDATION POI►. 2.5Y 6/4 108" * CONFIRM : UITABLE SOILS FOR 5' BENEATH LEACH FA,;ILITY PRIOR TO ANY C3 CONSTRUCTION OF DWELLING AND ANY F/M SAND PORTION (F LEACH FACILITY. 2.5Y 6/4 N 132" 43.0' 120" 36.0' v LOT 2 \ NO WATER ENCOUNTERED IN dT S. SEPTIC DLSI N: "'•r • I 1!rL �. ,.. ., , APPP0YIAAATFn VP,-)L' nl lAfl -_�. - _ _ _ G (GP-RBAGE DISPOSER I5 } T 4 E 110 _ 440 AVAILABLE � 1� $ �\ / DRAINAGE DESIGN FLOW: __ BEDROOMS ( GPD) - GPD 2. MUNICIPAL WATER IS UTILITY EASEMENT USE A 44 0 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. SEPTIC TANK: 440 G = 880 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 4 PD ( 2 ) 5. PIPE JOINTS TO BE MADE WATERTIGHT. 0 USE A 1500 GALLON SEPTIC TANK o�wNBR •9 / 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. o � °' LEACHING: ENVIRONMENTAL CODE TITLE V. °� F SIDES: 2(44.5 + 8.83) 2 (.74) = 157 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE 44.5 x 8.83 (.74) = 290 USED FOR LOT LINE STAKING. BOTTOM: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. i 33• 5y RAINAGE v /U Y TOTAL 606 S.F. 447 GPD 9• COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT T `�' � / / USE (5) 500 GAL. LEACHING CHAMBERS WITH 2 INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED u'nuNAIL IN O � SE T "� , FROM BOARD OF HEALTH, ELEV Y POLE �� �. / STONE AT SIDES AND 1 AT ENDS ELEv m 60.17' � / 10, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ' I 111 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR DIRECT RUN—OFF ,�� y �� TO COMMENCEMENT OF WORK, 6 AWAY FROM GAR. \ ; 9 p THI / > 4" ,C G N D TITLE 5 SITE PLAN i C�c.`•� IPE PROPOSED SPOT ELEVATION OF L 0 T 3 OLD JAIL LANE ono / 10Ox0 EXISTING SPOT ELEVATION IN THE TOWN OF: 100 PROPOSED CONTOUR BARNSTABLE (VILLAGE) LOT 3 i 43,8 SF 100 EXISTING CONTOUR PREPARED FOR. DONALD PIRES LOT 4 ti� / ,yam 40 0 40 80 120 Feet LOT 7 32 BOARD OF HEALTH 3B- 36 1" = 40' MARCH 21 2000 � 38 SCALE: DATE: ,- APPROVED DATE REVISED 9/12/00 (HSE) k l roe-�-4 1 soe 352-9eeo tH 0f Mqr, v `� of M J � y�4g `+9C, � ` ARNE A,q`?.� q �( C down cape englneering, Inc. U D o o� ARNE H. yGs H. ��� 4 tL / O ALA OJALA CIVIL ENGINEERS O IVIL "' No. 2634 ----------- 3L N 30792 9p TAE LAND SURVEYORS iJ '°moo ISTER``� ,ofc�s FF 939 main st. yarmouth, ma 02675 r 99— 107 AR H. OJA P.E., .L.S. DATE F m III REDI-ROCK RETAINING WALL NOTES: i 1 , CONCRETE USED FOR WALL UNITS SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 3,000 P.S,I, AND A MAXIMUM MOISTURE ABSORPTION RATE, BY WEIGHT, OF 8 % AS DETERMINED IN ACCORDANCE WITH ASTM C140. 2. WALL CONSTRUCTION SHALL FULLY COMPLY WITH VERSA-LOK RETAINING WALL SYSTEMS STANDARD �II SPECIFICATIONS. 1 3. UNDERDRAINS SHALL BE PERFORATED GEOTEXTILE WRAPPED, 4" DIAMETER, AND SHALL MEET THE REQUIREMENTS OF AASHTO M252 AND/OR ASTM F949. UNDERDRAINS SHALL BE THE RESa�<°GJ �,;^�� w � �• SHAPONLL DSRAINTT OF THE O DAYLIGHT. DRAINS NOT SPECIFIED TO TIE INTO THE SITE DRAINAGE Iao1siH BLOCK COUNT Name Count Npl�yni�3S3a�p n 4. RETAINED SOIL SHALL BE DETERMINED TO MEET OR EXCEED THE REQUIREMENTS BELOW IN THE �adlSNdy$�0 Nf�r\Ol -Lok Cap 161 ABSENCE OF A GEOTECHNICAL ENGINEERING STUDY. SOILS NOT MEETING THESE REQUIREMENTS z Versa 1 SHALL BE EXCAVATED AND REPLACED WITH ACCEPTABLE SOILS. THE UNDERLYING SOILS SHALL BE X `` ryers7a-Lok Square Foot 1143 INVESTIGATED FOR THE PRESENCE OF SOFT CLAYS UP TO 1.5 TIMES THE HEIGHT OF THE RETAINING 600Z f WALL. IF WEAK SOILS ARE PRESENT, THEY SHALL BE EXCAVATED AND REPLACED WITH ACCEPTABLE o SOILS. LEVELING PAD SHALL BE 3/4" CRUSHED STONE WITH NO MORE THAN 5% PASSING A #200 SIEVE. a z DRAINAGE AGGREGATE SHALL BE 3/4" CRUSHED STONE PLACED DIRECTLY BEHIND WALL FOR THE DEPTHS SPECIFIED ON PLANS (1'-0" MIN) AND SHALL EXTEND VERTICALLY FROM LEVELING PAD TO 8" BELOW TOP OF WALL. MIRAFI 140N OR APPROVED EQUAL FILTER FABRIC SHALL BE PLACED01 `� ` �� F r BETWEEN ALL INTERFACES OF DRAINAGE MATERIAL AND VIRGIN AND/OR SILTY MATERIALS. EXPOSED DRAINAGE STONE SHALL BE PROTECTED FROM FINE SOIL MIGRATION THROUGHOUT CONSTRUCTION. '1 4' MIWAY O CIVIL � +� �X BACKFILL SOIL BEYOND DRAINAGE ZONE SHALL BE WELL GRADED SAND/GRAVEL AND SHALL MEET OR ` EXCEED THE REQUIREMENTS BELOW. ORGANIC AND FROST SUSCEPTIBLE SOILS ARE NOT PERMITTED WITHIN A 1 TO 1 INFLUENCE AREA. 5, ALL BACKFILL AND FOUNDATION SOIL SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR ._ PIN HOLES AND SLOTS FOR 1 (ASTM D698). ONLY HAND-OPERATED COMPACTION EQUIPMENT SHALL BE ALLOWED WITHIN 3 FEET SETBACK WALL CONSTRUCTION OF THE BACK OF THE WALL BLOCKS. BACKFILL AND COMPACT THE FILL MATERIAL BEHIND THE 14"-►I WALL AS THE WALL IS INSTALLED. SPREAD BACKFILL IN UNIFORM LIFTS NOT EXCEEDING 8 INCHES. COMPACTION TESTS SHALL BE TAKEN AS THE WALL IS INSTALLED. CONTRACTOR SHALL ENSURE O THAT FOUNDATION SOIL IS CAPABLE OF SUPPORTING 3,000 P.S.F. Y4 0 0 12„ - k`Lh O 6, THE FOLLOWING SOIL PROPERTIES WERE USED IN THE DESIGN: SOIL WEIGHT [PCF] FRICTION ANGLE [DEG] BACKFILL SOIL 120 32 N N "� RETAINED SOIL 120 0 18 STRAIGHT SPLIT FACE FOUNDATION SOIL 120 30 LEVELING PAD 125 40 a 12 x �A-00 7. ENSURE THAT THE FIRST COURSE OF WALL UNITS IS IN FULL CONTACT WITH FOUNDATION. z INSTALL NEXT COURSE OF UNITS SUCH THAT THE VERTICAL GAPS ARE STAGGERED BETWEEN $ g + 8 8 ADJACENT COURSES. GAPS SHALL BE FILLED WITH FREE-DRAINING GRAVEL PRIOR TO STARTING THE W 0 0+75 NEXT COURSE. 0+50 8, BASE BLOCKS SHALL BE SET BACK 1" WHEN STEPPING UP AND SET FORWARD 1" WHEN 0+25 STEPPING DOWN. WALL ANGLES SHALL BE SLIGHTLY ADJUSTED TO ACCOMMODATE PROPERTY LINES N AND OBSTRUCTIONS, VERSA-LOK SQUARE FOOT UNIT U 9. CONTRACTOR AND ENGINEER-OF-RECORD SHALL APPROVE/PROVIDE ALL ELEVATIONS AND INVERTS 1 WALL PLAN NOT TO SCALE IN THESE PLANS PRIOR TO ORDERING MATERIAL. 1" = 10' 10. SRW UNITS SHALL BE INTERLOCKED WITH VERSA-TUFF CONNECTION PINS 11, MIRAFI CEO-GRID SHALL BE INSTALLED WITH THE MACHINE (STRONG) DIRECTION PERPENDICULAR TO THE WALL. GEO-GRID SUBSTITUTION IS NOT ALLOWED. M ' 12. CONTRACTOR IS__RESPONSIBLE FOR ENSURING THAT EXCAVATIONS ARE 'STABLE AND MEET OSHA REQUIREMENTS. , ELEV: 52.00' _. i ELEV: 50.00' 3 S1.0 MATCHLINE A ELEV: 48.00' 60'-9"f [40.5 BLOCKS] CAP BLOCK 28'-6'f [19,0 BLOCKS] IMPERVIOUS FILL CAP UNIT 8" DEEP ELEV: 46.00' ADHERE TO TOP UNIT W/VERSA-LOK ELEV: 44.00' CONCRETE ADHESIVE 6 I ELEV: 42.00' APPROXIMATE ELEV: 40.00' FINISHED GRADE GEOSYNTHETIC REINFORCEMENT SEE WALL FRONT F WALL VERSA-LOK SQUARE FOR LENGTH, TYPE, AND SPACING ELEV: 38.00' + " + + 60'-9"t (40.5 BLOCKS] + FOOT MODULAR 24'-9 f [16.5 BLOCKS] CONCRETE UNITS 0+00 0+25 0+50 " „ - 0+75 2ND LAYER 3XT [HT=4'-0"1 L=7'-0" 3RD LAYER 3XT [HT=4 -8 ] L=7 -0 1ST (LAYER 3XT [HT=2'-0 ] L=5 -0 2ND LAYER 3XT [HT=2 -8"] L=4 -0 I 1 ST LAYER 3XT [HT=O'-8"] L=4'-O' DRAINAGE AGGREGATE FREE DRAINING SAND OR GRAVEL x 12" THICK MIN. BACKFILL PLACED TO THIS LIMIT PLACE FILTER FABRIC BETWEEN !!) � iti BACKFILL AND NATURAL SOIL U3 Y 2A WALL ELEVATION .I „ a 3 16" - 1' - IIi REINFORCED BACKFILL C ci U / COMPACTED 95% OF MAXIMUM '— STANDARD PROCTOR DENSITY G� r•� o. � o - t � a� II 4" DIA. (MIN,) DRAIN PIPE V �� pm co o OUTLET 0 END OF WALL M io OR ® 40' CENTERS MAX.- " SLOPE TO DRAIN (1/8"/FT.) � O O a d c GRANULAR LEVELING PAD -.1 UNDISTURBED SOIL 6" THICK MIN. o 0 ca t[) rn O Al-00 Z ,n - _ •FS co lo 3 TYPICAL REINFORCED WALL a o _ 20'-3"f 13.5 BLOCKS „ „ 6'-9"t [4.5 BLOCK 18,_g,�f [12.5 BLOCKS] � [ - ] � 9 -9 t [6.5 BLOCKS] - - 10 -6 t [7.0 BLOCKS] + ] S1 .0 , 1/z' _ 1' t i - 1 +00 „ 1 +25 1 +50 _ , „ -- 4TH LAYER 3XT [HT=5'-4"] L=7'-0" 4TH LAYER 3XT [HT=6 -0_] L=7 -0 4TH LAYER 3XT [HT=6'-0"] L=7'-O" 4TH LAYER 3XT [HT=6'-8"] L=9'-0" 5TH LAYER 3XT [HT_7 -4��] L_8�-0„ _ 3RD LAYER 3XT [HT=4'-8"] L=6'-0" „ „ „ 4TH LAYER 3XT [HT-6 8 ] L-7 0 3RD - LAYER 3XT [HT=4'-8"] L=6'-0" - 3RD LAYER 3XT [HT=4 -8 ] L=6 -0 3RD LAYER 3XT [HT=4� -8 ] L=6 -0 - 2ND LAYER 3XT [HT-2 -8 ] L-5 -0 3RD .LAYER 3XT [HT=4'-8"] L=6'-O" � o� - _ g 2ND LAYER 3XT [HT=2'-8"] L=4'-0"- - 2ND LAYER 3XT [HT=2 -8 ] L=5 -0 2ND LAYER 3XT [HT=2 -8 ] L=5 -0 N 1ST LAYER -3XT HT-0'-8" L=5'-0" .� 2ND LAYER` 3XT [HT=2'-8"] L=6'-0" 1 ST LAYER 3XT HT-0'-8"] L=4'-0" -[ - ] - 1ST LAYER 3XT [HT=O 8 ] L=5 0 "I ST LAYER 3XT [HT=O 8 ] L=5 00 o [ _ - - - 1 ST LAYER 3XT _[HT= 1 -8"] L=6 -0 9 -0 - U- c 6'-0"+ 4.0 BLOCKS w >,L - - - [ ] 4TH LAYER 3� Q a> ai 3RD LAYER 3 _ _ 2 B WALL ELEVATION 4TH LAYER 3XT [HT=6'-8"] L=9'-0" 2ND LAYER w o 3RD LAYER 3XT HT=4'-8" L=6'-O" v c - S � .� _ [ ] _ 1ST LAYER 3 - - a UMW - 3/16" = 1' 2ND LAYER 3XT [HT=2'-8"] L=5_'-0" - - - - 1ST LAYER 3XT [HT=O'-8"I _ L=5'_O„ DWG NO. E _ - _ 51 .0 - ©SFC ENGINEERING PARTNERSHIP RX.2DO9 I I i