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HomeMy WebLinkAboutBLDPS-23-005417 sign offs o' .*Y4sirlitco TOWN OF YARMOUTH Building Department BUILDING 1 (508) 398-2231 ext.1261 X \�'"' + v PERMIT NO BLDPS-23.00541 PERMIT , Z:05?Iji ISSUE DATE 04/04/2023 , JOB WEATHER CARD APPLICANT 4.1illian DaSilva PERMIT TO AT(LOCATION) 83 SISTERS CIR YARMOUTH PORT MA 02675 ZONING DISTRICT Bldg.Type: Residential SUBDIVISION MAP BLOCK LOT 093 4 8 BUILDING IS TO BE: CONST TYPE USE GROUP --/REMARKS Pool spa-16 x 32 in ground pool with auto cover CONTRACTOR ` LICENSE LII_: (FB �_.._ �,.,�._,._..Q..,,._,,._._, .I AREA(SQ FT) 1,745,667,00 EST COST(5) 45000.00 , PERMIT FEE($) 150 00 r _. .- OWNERUILIAN DASILVA � . � � ��� =,„,,, , ,1„ � BUILDING DEPT BY ADDRESS k........... .._..+-... mow, Mmw. -:uad 1__.. i ._.-I/ . J O PHONE [ ,1 THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWA K OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS 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 FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM MINIMUM INSPECTIONS REQUIRED FOR ALL APPROVED PLANS MUST BE RETAINED ON WHERE APPLICABLE SEPARATE CONSTRUCTION WORK: 1)FOUNDATIONS OR JOB AND THIS CARD KEPT POSTED UNTIL PERMITS ARE REQUIRED FOR FOOTINGS.2)PRIOR TO COVERING STRUCTURAL FINAL INSPECTION HAS BEEN MADE.WHERE ELECTRICAL PLUMBING/GAS MEMBERS(READY FOR LATH OR FINISH COVERING) A CERTIFICATE OF OCCUPANCY IS AND MECHANICAL 3)FINAL INSPECTION BEFORE OCCUPANCY 4) REQUIRED,SUCH BUILDING SHALL NOT BE INSTALLATIONS. REFER TO DETAILED INSPECTION SCHEDULE OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTIONS APPROVALS ili117111 Clk ,g7. - ' 0, 1.4V6/14Z-- ' •s i '' ( (-12160119/de..) 1()7fri ‘° P/Z5 )et-- kir: /-'.. 5 04 j "-}--9*--23 (uAR-L, rir f3/ 51 OTHER: WORK SHALL NOT PROCEED PERMIT WILL BECOME NULL AND VOID IF INPSECTIONS INDICATED ON THIS CARD UNTIL THE INSPECTOR HAS CONSTRUCTION WORK IS NOT STARTED WITHIN SIX CAN BE ARRANGED FOR BY TELEPHONE APPROVED THE VARIOUS MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED OR WRITTEN NOTIFICATION. STAGES OF CONSTRUCTION ARt7\/F o. TOWN OF YARMOUTH !��GCOv_ , ,;./ • it:;.0\ 4 HEALTH DEPARTMENT MAR 3 0 2023 cNw6,,/ PERMIT APPLICATION SIGN OFF TRANSMITTALS EEt'EAITH ©EFT, To be completed by Applicant: Building Site Location: V 3 Si S Tr(L S C l a__ , y A 2 M°0 j k P O CT/ M i 0.G i S Proposed Improvement: PO 0 L O N(, RCA) NI)) 4 6 3 R' Applicant: U I LL JP.N bA SILVA Tel. No.: (cuI ) 9S7- ?5- c Address: S 1 G E NE R AL PATTON bg., / NO IS t Mt; 0 Z C 0 . . Date Filed: Z-2u -13 "If you would like e-mail notification of sign off,please provide e-mail address: ke Yu 6 d s F I vI r;h v� b hna;) , C o},n Owner Name: v IILiAN � R SIL4f! 0 Owner Address: 31 G E N t f AL P A T TO N t IL. 1 Y a ta1N I S t Mtn 0 2 GolOwner Tel. No.: (M 9 S$-8 E 1 S RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Please submit three (3) copies of plans, to include: (1.) Site Plan showing existing buildings, water line location, and septic system location; (2.) Floor plan labeling ALL rooms within building (all existing and proposed) — Note:Floor plans not required for decks, sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY: Ccm---?_SC;,A.}34, - DATE: • ' cl 1/- 3 PLEASE NOTE COMMENTS/CONDITIONS: RECEIVED r LHAYil2O23 BUILDING DEPARTMENT By: GENERAL NOTES: 1) POOL CLEARANCES TO BUILDINGS AND PROPERTY LINES SHALL BE IN ACCORDANCE WITH LOCAL AND STATE REQUIREMENTS. 2) THIS PLAN DOES NOT INCLUDE POOL LOCATION ON PROPERTY,GRADING, FENCING,WALLS OR OTHER SITE INFORMATION. 3) ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL AND STATE REGULATIONS. 4) CONTRACTOR SHALL VERIFY BURIED UTILITIES WITHIN SURROUNDS OF INSTALLATION AREA. ANSUNSPI—TYPE 0 POOL—NON DIVING POOL COMPLIES TO NSPI-5 POOL IS IN COMPLIANCE TO American National Standard for Residential Inground Swimming Pools ANSI/APSP/ICC-5-1 I ADDITIONAL NOTE IF POOL IS FURNISHED WITH DRAINS OR SUBMERGED SUCTION OUTLETS, THAN COMPLIANCE TO THE VIRGINIA GRAEME BAKER POOL AND SAFETY ACT IS REQUIRED: DRAIN COVERS ASME A112.19.8 2007 AT 3'-0"MIN APART AND ENTRAPMENT AVOIDANCE MUST BE INSTALLED PER APSP-7. CODE COMPLIANCE A. MASSACHUSETTS COMMONWEALTH OF THE MASSACHUSETTS BUILDING CODE 780 CMR(9th ED.) INTERNATIONAL RESIDENTIAL CODE -2015 INTERNATIONAL SWIMMING POOL&SPA CODE -2015 B. ELECTRICAL&PLUMBING THE CONSTRUCTION AND INSTALLATION OF ELECTRIC WIRING,GROUNDING AND BONDING,AND EQUIPMENT ARE SUBJECT TO THE STATE CODE AND TO THE CURRENT ADOPTED NATIONAL ELECTRIC CODE REQUIREMENTS. ALL PLUMBING MUST COMPLY WITH THE CURRENT ADOPTED STATE CODE. James A. Marx,Jr. 444 MA Professional Engineer Lic. 36365T'r.,�t{ . 7 by .. S A;ARY.,JR. V a • i'?U.3G3G5 /�ka �I;j V� 4 Cardinal)Pool Size: 16' X 32 Pool Shape: RECTANGLE . ,yes Pool Number: PRT39533 Approx Gal:16,320 250 Route 61 South,Schuylkill Haven,PA 17972•570.385.4733•fax:570.385.1318•CustomerService@CardinalSystemsinc.com Bill of Materials NOTE: PART S/0. QUANTITY "A'DESCRIA SIOBLY 1) POOL CLEARANCES TO BUILDINGS AND PROPERTY LINES SHALL BE IN ACCORDANCE WITH LOCAL FRAME 'A' FRAME 10 - 90 DEG CORNER ANGLE AND STATE REQUIREMENTS CS902SA 2 16' STEEL STEP W/LINER TRACK - L3SX3160X7GXXXXC 1 5 1/4' Straight PANEL w/0 L 2) THIS PLAN DOES NOT INCLUDE POOL LOCATION ON PROPERTY, GRADING, FENCING, WALLS OR 5S420527CXXO 2 4' Straight PANEL W/0 Z OTHER SITE INFORMATION 5542400XXX° 4 8' Straight PAN L W/E Z WIIH Return 5542800 RCN2 3 ' Strai Fit PANLL W/d Z WI I H 108b Skimmer 5542800 WCN2 3 98' Straight PANEL W/2 L 3) ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL AND STATE REGULATIONS 5542800>(XX2 4) CONTRACTOR SHALL VERIFY BURIED UTILITIES WITHIN SURROUNDS OF INSTALLATION AREA POOL COMPLIES TO NSPI-5 it---- 16' I 1 POOL IS IN COMPLIANCE TO AMERICAN NATIONAL STANDARD RESIDENTIAL INGROUND SWIMMING POOLS ANSI/APSP/ICC-5-11 in ADDITIONAL NOTE 2•_6" I-.-- 1 1' ---I 1--- 2' 6" IF POOL IS FURNISHED WITH DRAINS OR SUBMERGED SUCTION OUTLETS, THAN COMPLIANCE TO THE VIRGINIA GRAEME BAKER POOL AND SAFETY ACT IS REQUIRED: 16 4 I I r— 6' -' DRAIN COVERS ASME A112.19.8 2007 AT 3'-0" MIN APART AND ENTRAPMENT AVOIDANCE MUST BE 4' 8' INSTALLED PER APSP-7. CODE COMPLIANCE 8' u w A) MASSACHUSETTS 1 Ns 2 t Y 1 I2.-A' t1 i0 I 8' i COMMONWEALTH OF THE MASSACHUSSETS BUILDING CODE 780 CMR (9TH ED.) iv INTERNATIONAL RESIDENTIAL CODE - 2015 r yl INTERNATIONAL SWIMMING POOL & SPA CODE - 2015 I c' to B) ELECTRICAL & PLUMBING 8' A e ce s aD THE CONSTRUCTION AND INSTALLATION OF ELECTRIC WIRING, GROUNDING, AND BONDING ARE Ih� SUBJECT TO THE STATE CODE AND TO THE CURRENT ADOPTED NATIONAL ELECTRIC CODE v w REQUIREMENTS. c" /I n 0 t ALL PLUMBING MUST COMPLY WITH THE CURRENT ADOPTED STATE CODE rr • I - - - co NOTE: THIS IS A NON DIVING POOL. SAFET( o WALL BRACE ASSEMBLY DETAIL ENGINEER'S REVIEW/SEAL CONFIRMS 8• I ROPE 8' ¢ �_ -'1 z'-e" POOL GEOMETRY CONFORMS WITH CODE 1 3 '� i 1 2"x 44"x n GA. ENGINEER IS NOT RESPONSIBLE FOR I w 14 GA.GALVANIZEDilk` / CONSTRUCTION. S I STEEL WALL PANEL GALVANIZED ANGLE i I I'-2 I/4" UNDISTURBED EARTH 1'-2 1/4' 42' 6'CONCRETE AIIIIIIMINIMIMMII 5 1/4' lio :"� FOOTER 5 1/4 i� o{t%2 j_! 1�6 TOM I AIATERUL ;fi`i I/z"x a 1/2'x IY 11.1.111111.1.1.111111111 — BEAPoNG PLATE 16' STEEL STEP STEP SIDE VIEW ! 1 1/2"X 24' 3/9"REBM 3'-4" ---I — LINER TRACK �� x 14 GA. W/LINER TRACK NOTE NOTE:RED ANGLE 3/e ftEBAR L35X3160XXXXXXC ACKFH TO BE SAND.GRAVEL, OR OTHER NONE E MATERIAL TO SCALE DETAIL NOT TO SCALE Date: 3/28/2023 Perimeter:9 6'—0" Drawn By:SHAY Area: 512.0 SQ. FT. B. Scale: 1 8" = 1'-0" Notes:YARMOUTHPORT This MiorrTtJon Is iM eoned.OASI props y of GrdMN Systsms.Yfu Dlsebsun TX: doplkstbn nAhotd proper wrMart approval H aMelly poMbM6 Aetvplanu and us•of gtk CardlnUSplwmYlGcorn Mewing 'onaUla ss kn•MadW and.=pisno•by tba t a•r of AN•tarns and condHbna sal forth M the notlu and w•mhg ONIoh accompsnHd aM drawstp Is Incerp a'e Mein and rondo pad IvneI;14 N Iowd an CardMal Syd•na•Ines websiu at www.CdAdNa1Syalen•stc.mn CName: 16'-0"STEP W/LINER TRACK-3 STEP-42"HIGH Number: L3SX3160XXXXXXC 250 Route 61 South,Schuylkill Haven,PA 17972•570-385-4733•fax:570-385-1318•CustomerServicet?a CardinalSystemsinc.com 16'-0" PARTS LIST © ITEM PART NUMBER OTY DESCRIPTION 2 A 2 © 2 SPSX3080TBR 2 8'S1 3 �EEL STEPSTEEL TOP STEP LFT ACKSRIISER PANEL 3 SPSX?040RSP 1 3 TREAD STEEL STEP RIGHT SIDE PANEL 4 L3SX3080CT 4 8'STEEL STEP-CENTER TREAD W/TRACK 5 L3SX3080BT 2 8'STEEL STEP-BOTTOM TREAD W/TRACK 6 SPTR3060SS 1 6'-0"RADIUS STEP SUPPORT 6 8'-0"LINER TRACK I I I 1 7 SP0787C1 2 STEEL STEP 6"RADIUS CORNER INSERT i I 3'-6 3/4" BP106ST 1 LARGESTEPBOLTPCK • 1 A 5 7 4 .., 1'-2 1/4" WI. I 10 3/4" 1'-1/2" ❑ X10 3/4" SECTION A A 0 �J NOTE: /f/ USE REBAR HOLE LOCATIONS TO PIN WALL AND STEP DECK Drawn By:jschaeffer SUPPORTS IN PLACE.THEN Date:12/13/2016 POUR 4"-6"OF CONCRETE Scale: SCALE Notes: NOTES AROUND THESE AREAS AND x UNDER THE ASSEMBLY FORThta INormation Is the confidential properly of Cardinal Systems,Inc.Disclosure or duplic Mthout proper written approval Is strictly prohibited. Acceptance and use of this drawing constitutes knowledge and acceptance by the user of the the terms and conditions set forth In Me nonce and warning whi 1 Cif ch accompanied t REINFORCEMENT panied this drawing Is incorporated herein and made part hereof and Is found on Cardinal Systems,Ines websiie at www.CardinalSystemsIne.com Elf; Ca rd i nalSystemsin c.com QPN�\ CORNER BRACKET THE CONSTRUCTION METHODS ILLUSTRATED APPLY TO CONDITIONS. UND 0P\-\- 3/8" x 1" BOLT WITH SOIL CONDITIONS REOENCOUNTERED (I.EIFHIGH UNUSUAL NUT & 2 WASHERS ORGANIC MATERIAL, HIGH WATER LEVEL) ADDITIONAL P ��� (TYR 14 EA. CORNER) I- MEASURES MUST BE TAKEN TO PROVIDE SUBSURFACE P CONDITIONS WITHIN THE STRUCTURAL CAPABILITIES �p�� + _ OF THE PANEL. ANY ADDITIONAL PRECAUTIONS OR r METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. (NOTE: DECK SUPPORTS ARE ' '� 3/8" x 1" BOLT WITH I OPTIONAL.) � NUT & 2 WASHERS I iliero' BIG VEE / ; (7 PER JOINT REQ'D.) I 6" RAD. INSERT POOL DECK I • RADIUS CORNER COPING T • WALL - STEEL 14 GA. ��j/�\�j��j� �• p W/2oz. (G235)GALVANIZING TYPICAL CORNER DETAIL ` :; _.` ii�i�o\�i,. • 1 r.0 . ' (RECTANGULAR POOLS) � Q. �.:`�:: ; `'�.°`,.�`��.�\/%�\ �ij` 1 (--):':'..:‘. 1 ''''' : ►.: MIN. 6" THICK CONCRETE COLLAR \• .��/��j�\/�\ REO'D. AT BASE OF WALL PANELS• irk ��\�/��\�\��/Q DRIVE RODS THROUGH �Q��\ \/ HOLES IN PANELS a�=5�`�� /\\jam\j�//\ REINF. ROD 3/8" x 2 1/2" BOLT W/NUT INTO UNDISTURBED EARTH. �Is'a'�.7 _ .0' \\ SUPPORT 2" SAND OR VERM. CONC. &V •:y\�:,\--/\"\� ,„.\z�\„. BRACE TIE SUPPORT MAY BE CURVED CORNER BOLTED TO THE ANGLE \ COPING •.�����/�\//��j��j��\// DISTRUBED _POST IN ANY OF THE PRE- \/��'�Oii,,� '\`//////r.• PUNCHED HOLES. \ \ UN11111 DISTRUBED TYPICAL WALL BRACE ASSEMBLY \ �`'r BACKFILL TO BE SAND, GRAVEL OR OTHER NON EXPANSIVE MATERIAL CORNER BRACKET TYP. LINER INSTALLATION DET. CONCRETE DECK REQ'D. 3/8" x 2" BENT BOLT W/NUT & 2 WASHERS (7 PER JOINT) TYPICAL CORNER DETAIL RIM-LOK COPING (GRECIAN POOLS) #12-14 x 1" SELF DRILLING EXTRUDED ALUMINUM FASTENER (18" o.c.) PLANNING NOTES: . SET WIDTH OF POOL AT RIGHT ANGLES TO SLOPE FINISHED ELEVATION OF DECK TO BE 1'00" ABOVE VYNYL LINER SURROUNDING GRADE (HUNG) • PROVIDE SWALE AROUND UP-HILL SIDE OF DRAIN. SURFACE WATER AWAY FROM POOL. . CONCRETE DECK SHOULD SLOPE MIN. 1/4" PER FOOT AWAY FROM POOL. . PLOT PLAN FURNISHED BY OWNER TO SHOW POOL POOL WALL PANEL LOCATION AND ENCLOSURE. RIM-LOK COPING DETAIL • ELECTRICAL, PLUMBING AND FENCING TO CONFORM TO CARDINAL SYSTEMS DESIGNED IN ACCORDANCE WITH ALL CODES. 250. Rt.i61 HAS. (570) 385-4733 OPTIONS EXTRA IF REQ'D. BY SITE CONDITIONS OR LL VEN, PA (570)385-1318 FM. WHEN SPECIFIED BY OWNER. naTE'SCHUYLK4/7/11 T"tONSTR. DET. SHT. I S P S C 2021 . AT LEAST ONE MEANS OF EGRESS SHALL BE PROVIDED.OPTIONAL STAIRS OR LADDER SCALE: NONE HUNG LINER STL. POOL DRAWN: SED Fill " CONSTDET