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HomeMy WebLinkAbout2019 Jul 10 - Sign Off Transmittal, Plans - Garage with BR i , of= A,° TOWN OF YARMOUTH %., - HEALTH DEPARTMENT PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET a, To be completed by Applicant: 11 � Building Site Location: pt b \ 1 ok er 7 kc RQ: _�-�V (J ( x(1"1(II1A cU( l OA 5 Proposed Improvement: A. k 'a tZ ut G r)a _ , ea -co M Applicant: -`,50.1)E, 1 E+/P\M •g P LTO Tel. No.: 17 14- 'i g-7- i(03 7 Address:'3,3 14 +()Cif IV P(AQS f 1 w EST \--f Mikit O Date Filed: "1114 i 9 *Ifyou would like e-mail notification of sign off please provide e-mail address: Owner Name: E.5(tJ (aS! RO /l/e o Owner Address:of 3 14`4AC bV et C c S VG Owner Tel. No.:714A-`-181- 1 b3 7 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: Note:Floor plans not required for decks,sheds,windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY: es--,---r)---------- DATE: -7/M f 4 PLEASE NOTE COMMENTS/CONDITIONS:, ,-.. l c-'5e_ ( e �� v-0 0,1".0 -- dd- n(- (`- /cc. / ' (✓ r~0ru Sc ct a c A 1�.. 6-0; 120-0-t" c ti,, ' /"l .1.-. l pi,C1 f/11 l T I"V Q` �/' Sw w v" ( 14 -e—' ,,,,_,,OK S `1t c C 4 A.1 ' a (,�,► t l t1 r'-c 5-77'/4 c,... la-c. / M tq,/ kJ e- -1 Sv.,.. o cr s/ ( E'. i r-.0 /AA, 6.-a-tf, —i I-3...--7t,. , S-ci,, 74 c.. ri,4 , k,— , C,u..r r . 'F c f 6 v4 rtr r ..;' , ,- • 3 ,i _ , C i. 1 E 1 C i. i 1 -; tom" ._rte (--I� - . �r f • S 8 CI an 5 : Wo w p- WCVo 0 W 6 ,.... 2 --o . , ...._ 1 c _ ____....\ . 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P. 0 y F3 ^p_, +r o0oee 'C o Z — ei aAa z zzz = o0o , d on q A A ......, =O , rnhv� SpA o , zxW E, 44 i! III I 44 co o 0 � o 'nW L. o • V. ei M Hsi Q dgtt ti ::C p s . 0\0 lel c 11 wa., \ y 00 O ra A � F E. p It---"- v ci .�v'. a. P. 0 0 U 'F ecol n en q 24: <4 >>a 'T Wooes V o � d i 88 0. 111::1 g e- :: e iii y _iii h X00 Oen ~ - � Ir._ O r r 1.s„� en e., N.. .'4Q:. aq. N -,,74 N Nect • W = - 4'111' r w cr)£ ' C lo W 4. A Jaz A �° 11 .a 0 i'-"=W..4.4 .&.ti ,, v d VD cL esU =0 OS 0' qU U '" o q o Q $uf m v N F W tn r , d 4 ., .4 el o A a.- ,, l:lo a o m NQ,�� ,,,.'�QC� q�"� y. E az0wi F .. " 'zfY.LL, .ON ka'� ay W r. d m o w tow Q as �. 'xO , .; o �.� A > � O o m w UUN 3d 0000.1 v:: yw .. SECOND FLOOR REMODEL 2:3 HIDDEN ACRES? WEST YARMOUTH9 FOUNDATION NOTES: 1. MAIN FOUNDATION WALLS TO BE POURED 1 O" CONCH ETC, ►C' _ 3600 PSI. W/ 29 #5 BARS TOP, MIO SPAN A BOTTOM. TO SE ON 10' X 20° STRIP FOCTING. PROVIDE 39 35 HORIZONTAL BARB - CONTINUOUS STRIP FOCTING W/ KEY WAY. PROVIDE #B VERTICAL DOWELS 9 24" CENTERS EXTENDED 3'S" MIN. ABOVE TOP OF FOOTING. PROVIDE r. ANCHOR BOLTS 9 32" CENTERS MAX. MINIMUM 7" CMBCDMENT W/ 2"X3°X C PLATE WASHER. 3. ALL STRUCTURAL STEEL COLUMNS TO BE 2 J° CONCRETE FILLED LALLY COLUMNS TO EXTEND TO FOOTING BELOW, PROVIDE 6"%6"X{" CAP PLATE A 7°X12"Xr BASE 36°X36"%12" BOUARE CONCRETE W/ 29 3S BARS EACH WAY. 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS 4. CONCRETE SLAB TO BE 4" POURED CONCRETE ON COMPACTED FILL PROVIDE CONTRACTION JOINTS I* DEP AT COLUMN LINES. CUT W/ "EARLY ENTRY SAW. S. CONTRACTOR TO PROVIDE BASEMENT VENTIALATION AS REQUIRED BY CODE (WINDOW OR MECHANICAL) 6. CONTRACTOR SHALL ENSURE THATALL FOUNDATION WALLS MAINTAIN 4'D" MINIMUM COVER. 7. R POVIDE WEB STIFFENING PLATES AT BEARING POINTS OF STCCL BEAMS (TYPICAL) E. BCE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS 9. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING, INCORRECT OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTCNTION OF THC DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 1 O. GARAGE AND OTHER POURED FOUNDATIONBt 10" POURED CONCRETE WALL W/ 29 #B TOP A BOTTOM BAR.. FORM FOUNDATION ON 36°X12° STRIP FOUNDATION. PROVIDE 29 #5 CONTINUOUS HORIZONTAL BARS AND KEYWAY IN STRIP FOOTING. LAP TOP EARS TO MAIN WALL BARS. PROVIDE r X12 ANCHOR BOLTS 932" CENTERS MAX. WITH MIN. EMBEDMENT AND WITH3"X3"X}" PLATE WASHER. 11. STRUCTURAL ENGINEER/ DESIGNER TO PERFORM FRAMING INSPECTION WHEN FRAMING IS CO MPLCTC AND PRIOR TO ENLCOSURC BY INTERIOR WALL PLASTCR BOARD / FINISH. RECEIVED JILL `x'02019 MA HEALTH DEPT° DRAWINGS: COVER EXl - EXISTING LOCATION & PROPOSED SITE • "= 1FT. AC - PROPOSED FOUNDATION PLAN • V - 1 FT. Al PROPOSED FIRST! SECOND FLOOR PLANE -}°=/FT. A3PROPOSCD ELEVATIONS - }" = I FT. A3 • PR OPO BED SECTION AND FRAMING PLANS - #° = 1 FT. A4 DETAILS 1 AS • OCTA) LS 2 TYPICAL NOTES: 1. CONTRACTOR SHALL INSPECT ALL EXISTING VS. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER OFANY DISCREPANCIES AND/ OR CHANGES THAT MAY BE ENCOUNTERED. 2. CONTRACTOR SHALL NOTIFY DESIGNER, IF AT ANY TIME THROUGHOUT CONSTRUCTION ANY EXISTING CONDITIONS ARE FOUND THAT MAY PREVENT THE SUCCCSBFUL COMPLETION OF ANY PORTION OF THE PROPOSED BUILDING. CONTRACTOR SHALL NOTIFY DESIGNER OF SUCH PRIOR TO MAKING ANY ADJUSTMENTS OR ALTCRATICNS TO THE PROPOSED BUILDING AS PRESENTED IN THE FINAL CONSTRUCTION DOCUMENTS. 3. THE CONTRACTOR SHALL CONSTRUCT AND MAIN0^IN TEMPORARY WALLS / SHORING TO MAINTAIN AND 'P OTECT THE CXISTING HOUSE AND THE STRUCTURAL INTEGRITY OF THE EXISTING HOUSG 4. THE CONTRACTOR SHALL SCHEDULE AND PROTECT FROM ALL WEATHER, ALL EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION AND CON STRUCTTEMPORARY ENCLOSURES AS MAY BE REQUIRED TO ENSURE SUCH PROTECTION. B. THE CONTRACTOR IS TO PROVIDE FALL PREVENTION ON ALL WINDOWS WITH SILLS ABOVE 72"ABOVE FINIBH GRADE PER CODC. ALL WINDOWS SHALL HAVE FALL PREVENTION DEVICES AND SHALL COMPLY WITH ASTM F 2090. WINDOW OPENING DEVICES SHALL BE SELF ACTING AND SHALL BE POSITIONED TO PREVENT THE FREE PASSAGE OF A e DIAMETER RIGID SPHERE TN ROUGH THE OPENING WHEN THE WINDOW OPENING LIMITING DEVICE IS INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. WINDOW AND EXTERIOR DOOR SCHEDULE NO. OF NAIL JOINT DESCRIPTION (FOR NAILING) NO. OF COMMONS BOX NAILS SPACING ROOF FRAMING TYPE NO. OF UNITS REMARKS BLOCKING TO RAFTER (TOE NAILED) 2-60 2•IOD EACH END RIM BOARD TO RAFTER (END NAILED) 2.160 3.160 EACH END WALL FRAMING TOP PLATES AT INTER.ECTO NB ( FACE NAILED), STUD TD STUD 4-160 .-160 AT JOINTS (FACE NAILED). HEADER TO HEADER (FACE NAILED), RAFTER TO TOP PLATE 4-16D TOE NAILED 2-D ISO 3.160 16D 24° O.C. 24" O.C. ALONG EDGES FLOOR FRAMING BEAD BOARD PANELLED DOOR 2I ab' X BVOVERHEAD JOISTTO SILL. TOP PLATE OR GIRDER (TOE NAILED) 4•BD 4-1013 PER JOIST BLOCKING TO JOISTMOE NAILED) 2-11 2-100 EAC. END O LOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-1 bD 4-160 EACH BLOCK LEDGER STRIP TO BEAM OR GIRD ER(FACE NAILED) 3.160 4-)60 EACH JOIST JOIST ON LEDGER TO SCAM ROE NAILED) 3•BD 4•i 00 PER JOIST BAND JOIST TO J013T TEND NAILED) BAND JG,ST TO SILL OR TOP PLATE MO. NAILED) 3.1 bD 2.160 4-t6D 3-160 PER JOIST PER FOOT ROOF SHEATHING WOOD STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" CENTERSBD 1013 6" EDGE/ 6° FIELD RAFTERS OR TRUSSES SPACED OVER 16" CCNTCRS BD 1 OD 4" EDGE/ 6" FIELD GABLE END WALL RAKE OR TRUSS W/O GABLE OVERHANG BO 100 6" EDGE/ 6" FIELD GABLE END WALL.RAKE OR TRUSS W/ STRUCTURAL OUTLOOKERS SABLE END WALL RAKE OR TRUSS W/ LOCK OUT BLOCKS SD ED 1 OO 100 6" £OGE/ 6° MELD 4° EDGE/ 4° FIELD CEILING SHEATHING GYPSUM WALL BOARD SO COOLERS - Y EDGE / I On FIELD WALL SHEATHING WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24" CENTERS BD 1 OD 6° EDGE/ 10' FIELD FIDERBOARD PANELS BDEDGE/ 6" FIELD d" GYPSUM WALLBOARD bD COOLERS - 7" EDGE 10' FIELD FLOOR SHEATHING WOOD STRUCTURAL PANELS ]'OR LESSBD 1 OD 6" EDGE/ I" FIELD GREATER THAN I° tOD 160 6" EDGE/ 6" FIELD RECEIVED JILL `x'02019 MA HEALTH DEPT° DRAWINGS: COVER EXl - EXISTING LOCATION & PROPOSED SITE • "= 1FT. AC - PROPOSED FOUNDATION PLAN • V - 1 FT. Al PROPOSED FIRST! SECOND FLOOR PLANE -}°=/FT. A3PROPOSCD ELEVATIONS - }" = I FT. A3 • PR OPO BED SECTION AND FRAMING PLANS - #° = 1 FT. A4 DETAILS 1 AS • OCTA) LS 2 TYPICAL NOTES: 1. CONTRACTOR SHALL INSPECT ALL EXISTING VS. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER OFANY DISCREPANCIES AND/ OR CHANGES THAT MAY BE ENCOUNTERED. 2. CONTRACTOR SHALL NOTIFY DESIGNER, IF AT ANY TIME THROUGHOUT CONSTRUCTION ANY EXISTING CONDITIONS ARE FOUND THAT MAY PREVENT THE SUCCCSBFUL COMPLETION OF ANY PORTION OF THE PROPOSED BUILDING. CONTRACTOR SHALL NOTIFY DESIGNER OF SUCH PRIOR TO MAKING ANY ADJUSTMENTS OR ALTCRATICNS TO THE PROPOSED BUILDING AS PRESENTED IN THE FINAL CONSTRUCTION DOCUMENTS. 3. THE CONTRACTOR SHALL CONSTRUCT AND MAIN0^IN TEMPORARY WALLS / SHORING TO MAINTAIN AND 'P OTECT THE CXISTING HOUSE AND THE STRUCTURAL INTEGRITY OF THE EXISTING HOUSG 4. THE CONTRACTOR SHALL SCHEDULE AND PROTECT FROM ALL WEATHER, ALL EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION AND CON STRUCTTEMPORARY ENCLOSURES AS MAY BE REQUIRED TO ENSURE SUCH PROTECTION. B. THE CONTRACTOR IS TO PROVIDE FALL PREVENTION ON ALL WINDOWS WITH SILLS ABOVE 72"ABOVE FINIBH GRADE PER CODC. ALL WINDOWS SHALL HAVE FALL PREVENTION DEVICES AND SHALL COMPLY WITH ASTM F 2090. WINDOW OPENING DEVICES SHALL BE SELF ACTING AND SHALL BE POSITIONED TO PREVENT THE FREE PASSAGE OF A e DIAMETER RIGID SPHERE TN ROUGH THE OPENING WHEN THE WINDOW OPENING LIMITING DEVICE IS INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. WINDOW AND EXTERIOR DOOR SCHEDULE WINDOWS MARK MODEL NO. ROUGH OPENING MANUFACTURER TYPE NO. OF UNITS REMARKS A TW2431 O 2'5 �" X 4'13 �" ANDERSEN 400 SERIES DO SLE HUNG /TILT 72 S/ 1 B TW24410 215 �° X 5'0 a" ANDERSEN 400 SERIES DOUBLE HUNG/ TILT WASH 4 6 / 1 EXTERIOR DOORS 1 - 34'x 6'B SIMPSON OR SIMILAR 6 LIGHT 2 BEAD BOARD PANELLED DOOR 2I ab' X BVOVERHEAD DOOR CO. OR SIMILAR INSULATED BEAD BOAR PANELLED DOOR, 2 BEAD BOARD PANELLED DOOR ALL PROPOSED WINDOWS TO BE ANDERSEN 400 WITH WHITE EXTERIOR AND SIMULATED DIVIDED LIGHTS INSIDE AND OUT. BATHROOM WINDOW TO BE TOUGHENED. PERMIT SET CAPE ARCHITECTURE PO BOX 645, BARNSTABLE, MAS.ACHU.ETTB 02630 T • SOB 367 5900 E • KMB@CAPEARCHITEC'. WWW.CAPEARCHITECTURE.NET 13ENF-RAL NOTES: 1. ALL EXTERIOR WALLS SHALL BE 2X6 @1 6" O.C. UNLESS NOTED OTHERWISE. 2. ALLINTERNAL WALLS SHALL BE 2X4 @ 16" O.G. UNLESS NOTED OTHERWISE 3. CONTRACTOR SHALL VERIFY ALL WINDOW OPENING PRIOR TO ORDERING WINDOWS.. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE DESIGNERS ATTENTION. ENGINEER: JOHN C SPINK 57 PLAY STREET, MIDDLEBORO, MA REV. NOTES. DATE REVISIONS: SCALE: r. 7 F DATE: D61 I i. PROJECT: PROPOSED GARAGE AND RELOCATED BEDROOM LOCATION: ESTEVAM CASTRO 23 HIDDEN ACRES, WEST YARMOUTH, MA DWG. TITLE: COVER PROJECT NO. 1919 DWG. NO. COVER COPYRIGHT CAPE ARCS ITECTURE EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT THESE PLANS ARE NOT TO BE REPRODUCED OR COPIED IN ANY FORM WITHOUT FIRST OBTAINING THE WRITTEN CONSENT OF CAPE ARCHITECTURE Sl LOCATION PLAN P= 1 Ff. PROPERTY LINE KERB LINE CAPE ARCHITECTURE PO BOX 645, BARNSTA6[E. MA99ACHU9ETT6 0263d T - 505 367 5900 E - KMB@CAPEARCH ITECTURE. NET W W W.CAPEARC H ITECTU RE. NET GENERAL NOTES: 1. ALL EXTERIOR WALLS SHALL BE 2X6 @16" D.C. UNLESS NOTED OTHERWISE, 2ALL INTERNAL WALLS SHALL SiE 2X4 @ 16" D.C. UNLESS NOTED OTHERWISE _ 3. CONTRACTOR SHALL VERIFY ALL WINDOW OPENING PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE DESIGNERS ATTENTION. ENGINEER: JOHN C SPINK 57 CLAY STREET, MIDDLEBORO, MA REV. I NOTES. DATE REVISIONS: B CALE:T - I FT DATE: 0-3019 PROJECT: PROPOSED GARAGE LOCATION: ESTEVAM CASTRO 23 HIDDEN ACRES, WEST YARMOUTH, MA DWG. TITLE: SITE LOCATION PROJECT NO. 1919 DWG. NO. E51 COPYRIGW CAPE ARCHITECTURE EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT THESE PLANS ARE NOT TO BE REPRODUCED OR COPIED IN ANY FORM WITHOUT FIRST OBTAINING THE WRITTEN CONSENT OF CAPE ARCHITECTURE rr RECEIVED , a -t-02019 HEALTH DEPT. 2 PROPOSED SECOND FLOOR PLAN ;V - 7 FT. A7 @ HMOKE DETECTOR © NEAT DETECTOR EXIB - 4- WALL PROPOSED 4' WALL 77777M-7777 PROPOHED 6w WALL CAPE AR C H [TENURE PO BOX 545. SARNBTA®LE, MA66ACHUBETTH 02630 T - 508 357 5900 E - KMB@CAPEARCHITECTURE.NET WWW.CAPEARCHITECTURE.NEf GENERAL NOTES: 1. ALL EXTERIOR WALLS SHALL BE 2X6 @16" O.C. UNLESS NOTED OTHERWISE. 2. ALL INTERNAL WALLS SHALL BE 2X4 @ 16D.C. UNLESS NOTED OTHERWISE 3. CONTRACTOR SHALL VERIFY ALL WINDOW OPENING PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE DESIGNERS ATTENTION. ENGINEER: JOHN C SPINK 57 CLAY STREET, MIDDLEBORO, MA REV. NOTES. DATE REVISIONS: SCALE: r - 1 I'T DATE: 020419 PROJECT: PROPOSED GARAGE LOCATION: ESTEVAM CASTRO 23, HIDDEN ACRES, WEST YARMOUTH, MA DWG. TITLE: PROPOSED PLANS, PROJECT NO. 1919 DWG. NO. Al CAPE ARCHITECTURE EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT THESE PLANS ARE NOT TO BE REPRODUCED OR COPIED IN ANY FORM WITHOUT FIRST OBTAINING THE WRITTEN CONSENT OF CAPE ARCHITECTURE. 1 PROPOSED FRONT ELEVATION po - 1 FT. A2 V 3 PROPOSED SIDE 2 ELEVATION q� - 1 FT. A2 2 PROPOSED SIDE ELEVATION -1 - 1 FT. A2 RECEIVE® ift 102019 HEALTH DEPT. GARAGE DOOR 4 PROPOSED REAR ELEVATION 1 - 1 FT. A2 CAPE A R C H I T E C T U R E Oi PD BOX 645. SARMUTABLE, MABSACHOBETTH 021530 T - 508 357 5900 E • KMB@CAPEARCHITECTURE.� WWW.CAPEARCHITECTURE.NET GENERAL NOTES: 1. ALL EXTERIOR WALLS SHALL BE 2X6 @16" O.C. UNLESS NOTED OTHERWISE. 2. ALL INTERNAL WALLS SHALL BE 2X4 @ 1 5' O.C. UNLESS NOTED OTHERWISE 3. CONTRACTOR SHALL VERIFY ALL WINDOW OPENING PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CC NSTRUCTION. CONTRACTOR ASU MES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHTTO THE DESIGNERS ATTENTION. ENGINEER: JOHN C SPINK 57 CLAY STREET, MIDDLEBORO, MA REV. I NOTES. DATE REVISIONS: SCALE: #' - 1 Fr DATE: 053019 PROJECT: PROPOSED SARAGE LOCATION: ESTEVAM CASTRO 23, HIDDEN ACRES WEST YARMOUTH, MA DWG. TITLE: PROPOSED ELEVATIONS PROJECT NO. 1919 DWG. NO. A2 COPYRIGHT CAPE ARCHITECTURE EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT THESE PLANS ARE NOT TO BE REPRODUCED OR COPIED IN ANY FORM WITHOUT FIRST OBTAINING THE WRITTEN CONSENT OF CAPE ARCHITECTURE