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Home My WebLink AboutBLD-18-001206REVISIONS: LOCUS INFORMATION No. DATE DESC. - - - _-. - .,.,r.�� • v n�n�ml/1T. AInT IAI A WIMP' u ,�yoRNF wq �� PLAN REFERENCE: BOOK 287, PAGE 1 MINIMUM LOT SIZE: 25,000 S.F. — ASSESSORS MAP: 31 EXISTING LOT SIZE: 15,488±S.F. — PARCEL: 192. EXISTING LOT COVERAGE: 2,969/15,488=19.2% ZONING DISTRICT: R-25 (HOUSE & DECK,GARAGE LOCUS SETBACKS: FRONT 30' DECK, SHED) SIDE 15' PROPOSED LOT COVERAGE: 3,298/15,488=21.3% REAR 20' (HOUSE & DECK,GARAGE & DECK, SHED) CERTIFY TO THE BEST OF MY LOCUS MAP PROFESSIONAL KNOWLEDGE, INFORMATION NOT TO SCALE AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. 1ER0h. HEACY 813 O t W ROFES ZONAL VAD SUR OR DA E a f / IP 0N G , O JOAN M. HART V ASSESSORS MAP 31 / 3 PARCEL 191 2 Q�/ ,(QMH C ERT11= I ED / Y � ' p � S66y D°•F, PLOT PLAN O V Q' CB9 D \ GRAVEL / WITH ` / DRIVEWAY \ STORY � / WOOD FRAME ��o• GARAGE WITH DECK FFNCF IP PROPOSED /UP / / FINISHED AREA FNp J v� EHH ABOVE ADDITION Az o MARTIN J. GALVIN JR. S �� - AT ASSESSORS MAP 31 �� SHED °o ._ PARCEL 192. 15,488±S.F. 9 ."� #50 PROPOSED SECOND STORY �J PROPOSED �SOUTH SEA AVENUE ADDITION FOR PORCH do 2ND PRIMARY DWELLING TORY DECK IN APPROXIMATE APPROXIMATE IP FND / LOCATION OF W. YARMOUTH / EXISTING PROPOSED SS SEPTIC PORCHg ti °c MAS SAC H U S ETTS . ryo. °SF s BARNSTABLE COUNTY ) ARTMENT "►'C�. y X00,,STORY 4: _ `4 C /WOOD O "y0 I F � .FRAME v� HOUSE #50 DECK F a� % JANUARY 18, 2017 OHw • - �O UPL S40 S�e30+� PROPOSED 115 �ry SUNROOM 00- PREPARED FOR: 0 PROPOSED — , MARTIN GALVI N FIRST do SECOND S88'1523 W_ 39.37 - 50 SOUTH SEA AVENUE STORY WEST YARMOUTH, MA 02673 BATHROOMS (508) 771-5215 FAIR WINDS CONDOMINIUM WORK MUST ISN RM TO ALL, ASSESSORS MAP 31 PARCEL 1s3 TOWN BYLA S & RECUI�ATI NB ✓/'%' ' YARMOUTH WATER DEP DAT BSC GROUP LEGEND AUG 312017 349 Main Street, Route 28 West Yarmouth, Massachusetts 50.9 X SPOT. ELEVATION HEAL. DL T. 02673 C.B. ® CATCH BASIN 508 778 8919 DMH ® DRAINAGE MANHOLE SMH 0 SEWER MANHOLE © 2017: The BSC Group, Inc. TMH 8 TELEPHONE MANHOLE LP LIGHT POLE SCALE: 1". = 20' UPL UTILITY POLE / LIGHT 0 2.5 5 10 M EMM UPLT UTILITY POLE / LIGHT & TRANSFORMER o 10 20 40na UPT UTILITY :POLE / TRANSFORMER UP UTILITY POLE PROJ. MGR.: CRAIG FIELD — ONW — OVERHEAD ELECTRIC LINE FIELD: D. GAZZOLO / N. MERCIER o EHH ELECTRIC HANDHOLE CALC./DESIGN: P. HAGIST ® GMET GAS METER DRAWN: P. HAGIST / K. HEALY —G— GAS LINE cv GAS GATE CHECK: CRAIG FIELD . FILE: 9294—CPP.DWG WG WATER GATE. DWG. NO: 5855-02 —w— WATER LINE SHEET 1 OF 1 JOB. NO: 4-9294.01 TEST PIT y 7 6440 %pR F LOCUS LOCUS MAP NOT TO SCALE LOCUS INFORMATION REVISIONS: NO. DATE DESC. CURRENT OWNER: MARTIN J. GALVIN Jr. OVERLAY DISTRICT: NOT IN A ZONE it PAULA F. GALVIN — FEMA FLOOD TITLE REFERENCE: BOOK 15434, PAGE 332 ZONE DISTRICT: "X -OTHER", DATED 7/16/14 _ PLAN REFERENCE: BOOK 287, PAGE 1 PANEL #25001 CO588 J MINIMUM LOT SIZE: 25,000 S.F. 1 ASSESSORS MAP: EXISTING LOT SIZE: 15,488±S.F. PARCEL: 192 _ EXISTING LOT COVERAGE: 2,969/15,488=19.2% ZONING DISTRICT: R-25 (HOUSE & DECK,GARAGE & SETBACKS: FRONT 30' DECK, SHED) SIDE 15' REAR 20' PROPOSED LOT COVERAGE: 3,298/15,488=21.37 (HOUSE & DECK,GARAGE & DECK, SHED) CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAW ARE CORRECT. OF ERA J. H H Y 13 w 1 / ROPES ZONAL D SURV`tYORf D&E IP FND p� N JOAN M&ART O ASSESSORS MAP 31 Y /6MH PARCEL 191 DYA D �syo, CERTIFIED � PLOT ` Ca 't PLAN GRAVEL \ DRIVEWAY v� LAMP I 1 1/2 STORY oc WITH WOOD FRAMEF [�v - GARAGE WITH DECK �iyCF — J eP /UP /EHH FINISHED AREA I o aeovE PROPOSEDFND �/ � � � QJ� / ADDITION N G hh MARTIN J. GALVIN JR. ASSESSORS MAP 31 SHED SO' AT UA 1548:8 192, F 2v � PROPOSED #50 . QQ. 9 SECOND STORY PROPOSED / OQ Q,J ADDITION FOR PRIMARY DWELLING PORN do 2ND SOUTH SEA AVE N U E TORY DECK app / APPROXIMATE IP FNO IN / LOCATION OF & EXISTING PROPOSED IN. YARMOUTH SEPTIC PORCH S S O s�8• ,�Y ��4� rypry ST��`�O�S. o v MAS SAC H O S ETTS . m� cF� (BARNSTABLE COUNTY). 1. 1/2 STORY WOOD y FRAME HOUSE #50 DECKp OHW - oNw ,,�; .�• ae,oJANUARY 189 2017 UPLd0,� �0 ♦gyp PROPOSED " 471)� ro �8 0 SUNROOM •p0, " •.�' .3 �� Q PREPARED FOR: PROPOSED MARTIN GALVIN' FIRST do 'SECOND S68 -15-23-W. 39.31 STORY 50 SOUTH SEA AVENUE N/F BATHROOMS FAIR WINDS CONDOMINIUM WEST YARMOUTH, MA 02673 ASSESSORS MAP 31 (508) 771.-5215 PARCEL 193 . � G3CvL5LM�D . AUG 312017 HEALTH DEhT BSC G LECEN D 349 Main Street, Route 28 West Yarmouth, Massachusetts 50.9 X" SPOT ELEVATION 02673 C.B. ® CATCH BASIN DMH 0 DRAINAGE MANHOLE 508 778 8919 SMH 0 SEWER MANHOLE Q 2017.:The BSC'Group, Inc. TMH 0 TELEPHONE MANHOLE LP #c LIGHT POLE SCALE: 1" 20' UPL -UTILITY POLE / LIGHT 0 2.5 5 10 UPLTj UTILITY POLE / LIGHT & TRANSFORMER 0 10 20 40 ter UPT UTILITY ;POLE / TRANSFORMER UPd UTILITY POLE PROD. MGR.: CRAIG FIELD O W — OVERHEAD ELECTRIC LINE FIELD: D. GAZZOLO / N. MERCIER o EHH � ELECTRIC HANDHOLE CALC./DESIGN: P. HAGIST ® GMET GAS METER G— GAS LINE DRAWN: P. HAGIST / K. HEALY Gv GAS GATE CHECK: CRAIG FIELD WG �ij WATER GATE. FILE: 9294-CPP.DWG —W— WATER LINE DWG. NO: 5855-02 TEST PIT JOB. NO: 4-9294.01 SHEET 1 . OF 1 f.. >t� L STAVP: TOWN OF YARMOUTH REVIEWED FOR BUILDING AND ZONING CODE COMPLI- ANCE. ERRORS OR OWAIISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILI OF'AS BUILT" COMPLIANCE. DATE BUILDING FICIAL �juY4?-f A�xE�0 ADDITIONS & RENOVATIONS50 � RESIDENCE a � FORGALVIN - FILE COPY > p d tZ- o z ::) n- IX (n C) Q YARiviOUTI-i, MA.. C�3U_j STtlk!P: I x �1 SR L STtlk!P: I w a �+ d -c to fr ci cue 4 t I moor tar. r - €-KYt.ra�t-r� z . (.. w Lti > 1' !I I it 11 > Q Q « !i If _-- 0 If _ E w w w tf if in LLJ i � ! « h'i't'>Q�E EXtS3'3tatiGG I f « FLAT 9000►TiUS AREA ' � - If < Qrr�vc ate' T1415 AREA I ! t ! !! t a.� rz { !! I ! t TITLE: ' DEMOLITION if If _.._-. -.. FLOOR PLANS RU VVE MSTIRG MAM GAPLE ROOF -TMS Alkf-A t GATE ISSUED: c - -- INO CAM WALLS TO REt V IK tst�_a' l• -s• 09/27/2016 fiEVl�tOttS: DOORS, ETC. TO BE REMOVED _ _ -_ -_---- ttA%CATt 9 WALLS TO REMAIN FIRST FLOOR DEMOLITION PLAN r _=_ Z. INDICAn"S HALLS, 141" , 5aALrd/Al-p-V ©DQf2S, LTC. To ov Rrmo1/f_D DRAW4 BY: SECOND FLOOR DEMOLITION PLAN Pko .t 1:.._-- 1 ZCALCsl/4m-P_o► t?RA1ItNG NO.: i (I t i Dl r FIRST FLOOR PLAN SCALEr1/4'-1'-O' t�iEt T14ESE DRANINGS AS SWa^H ARE FOR ILLUSTRATIVE IMPOSES ONLY. CONTRACTOR 15 TO 517E VERIFY ALL EXISTING VS. PROP055-ED CONDITIOtIS PRIOR TO AND DuRING CONSTRUCTION AND TO MAKE ALTERATIOItS AND/OR ADJUSTMENTS TO WORK AS IT PROGRESSES TO PROVIDE FOR A COMPLETED PROJECT IN COMPLIANCE "TH DESIGN PARAt9ETERS AND MINtP I)'I STANDARDS SET FORTH IN MA STATE WILDING CODE AND APPLICA^LE T(A,4 COOE9IORDINAS4CE5. CONTRACTOR TO VERIFY ALL D MEN$ION5 PRIOR TO BEGIN41M OF C0II5TRUCTION. NOTES � I. GRILLE PATTFR45 kqC A5 5404.64 VINYL SOAP IN GRILLES 2. ALL WINDOWS ARE ANDERSEN, (-5TORMHATCH' IF REOU(RED) TILT HA - A00 SERIES -hfI1TE H/ PRE FINISHED INTERIORS 3- ALL HINDOI4.5 TO HAVE: (1) - STANDARD SA54 LOCK 4 KEEPER KWITE FINh+I A. ALL HINDONS TO HAVE (i)- CONTEMPORARY SASH LIFT KMTC FINISH S. CONTRACTOR TO VERIFY ROUGH OPENING ON NINOOH SCHEDULE PRIOR TO ROUGH f RA ING. 6. PROVIDE •TRVSCREEN' INSECT SCREEN (FULL HEIG�4T) • EACH OPERABLE WINDOW. z SYMBOL WINDOW SCHEDULE SYMBOL c� Model TYPE SIZE NOTES "DTHR.O. HEIGHT R.O. A a Ttnt:C9b DBL WJ-- 2'-2 l/e- A' -O 7/8' COTTOGE 5TYLE 9 ANDERSEN TNSe to w �n C ANDERSEN � AWNING 21-0 S/e• 2'-0 5/e' -- D ANDERSEN o DSL 1'"4 2'-6 IIS" W-4 7/e' -- E ANDrk"EN TH2436 NOTES � I. GRILLE PATTFR45 kqC A5 5404.64 VINYL SOAP IN GRILLES 2. ALL WINDOWS ARE ANDERSEN, (-5TORMHATCH' IF REOU(RED) TILT HA - A00 SERIES -hfI1TE H/ PRE FINISHED INTERIORS 3- ALL HINDOI4.5 TO HAVE: (1) - STANDARD SA54 LOCK 4 KEEPER KWITE FINh+I A. ALL HINDONS TO HAVE (i)- CONTEMPORARY SASH LIFT KMTC FINISH S. CONTRACTOR TO VERIFY ROUGH OPENING ON NINOOH SCHEDULE PRIOR TO ROUGH f RA ING. 6. PROVIDE •TRVSCREEN' INSECT SCREEN (FULL HEIG�4T) • EACH OPERABLE WINDOW. DOOR SCHEDULE SYMBOL WINDOW SCHEDULE SYMBOL Manufacturer Model TYPE SIZE NOTES "DTHR.O. HEIGHT R.O. A At1DER"sEN Ttnt:C9b DBL WJ-- 2'-2 l/e- A' -O 7/8' COTTOGE 5TYLE 9 ANDERSEN TNSe to OSI. 4ARK- 1'-" 1/8' 4--O 7/5- _- C ANDERSEN A21 AWNING 21-0 S/e• 2'-0 5/e' -- D ANDERSEN TWA42 DSL 1'"4 2'-6 IIS" W-4 7/e' -- E ANDrk"EN TH2436 DOL RM 2'-6 1/e' 13'-e 7/e` -- NOTES � I. GRILLE PATTFR45 kqC A5 5404.64 VINYL SOAP IN GRILLES 2. ALL WINDOWS ARE ANDERSEN, (-5TORMHATCH' IF REOU(RED) TILT HA - A00 SERIES -hfI1TE H/ PRE FINISHED INTERIORS 3- ALL HINDOI4.5 TO HAVE: (1) - STANDARD SA54 LOCK 4 KEEPER KWITE FINh+I A. ALL HINDONS TO HAVE (i)- CONTEMPORARY SASH LIFT KMTC FINISH S. CONTRACTOR TO VERIFY ROUGH OPENING ON NINOOH SCHEDULE PRIOR TO ROUGH f RA ING. 6. PROVIDE •TRVSCREEN' INSECT SCREEN (FULL HEIG�4T) • EACH OPERABLE WINDOW. AUG 31; 2017 HEALTH DEPT. DRAWN BY: ,pec #- ,--- DROING NO.: Al DOOR SCHEDULE SYMBOL Manufacturer Madel DOOR SIZE NOTES yAIDTH HEIGHT Ol ANDERSEN Fi. vow 6'-0' V -a. -- 02 ANDER-sN Ft.•Et mb 6'-0' 6'-5' _ 03 ANDERSEN ri,49 s 61-0' 6'-e' 04 HATCH EXISTING -- 2`-6- 6'-e' - OS MATCH EX15TI GG -- 3'-0' 6'-5` _- 06 MATCH EXISTIe -- r-0- G'-5` -- 07 MATCH EXISTING -- V -O' 61-e' _- 0o MATCH EXISTIFIG-- Oq MATCH EXI5T04 -- 2' -IV t0 MATCH EXISTING - ?'-i• W -e- It HATCH EXISTING -- 2'-6' 6'-5- -- 12 . MATCH EXISTING - 2--o' v -e• __ 19 MATCH EX15Tilir. -- ('-6' 6`-5- -- IA HATCH EX15TING -- 7-i` 6--n- - IS MATCH EXISTtW. -- a--0' 6'-5' -- IG MATCH EX15TI:G -- 2'-6- AUG 31; 2017 HEALTH DEPT. DRAWN BY: ,pec #- ,--- DROING NO.: Al : L < In I,AJ� 2V z Q ¢� w 0= � t1] U In W Z:) Mo QZ �_- ry AUG 31; 2017 HEALTH DEPT. DRAWN BY: ,pec #- ,--- DROING NO.: Al z bi O U L < L Q 0 z W LLJ C W Z:) Mo QZ �_- ry 0)- Z c� O V) F --- !-- W LO W o z � 0 Q TITLE.- ITLE:FIRST FIRST FLOOR PLAN DATE ISSUED: 09/27/2015 REVISIONS: AUG 31; 2017 HEALTH DEPT. DRAWN BY: ,pec #- ,--- DROING NO.: Al r HOTfr ALL FINISHED OF 114TEFZIR TO HE DETERMINED BY OWNER SECOND FLOOD PLAN 5GALEd/4'-P-O' i STAMP: z 0 w o � m o a d w '.. 0Ld F]. W �U N �Q O U w w > Q Q ^ 0{" z V)Q hoz T� cn ¢ 0 )-- z� 0 }=- w © w 0 TITLE: SECOND FLOOR PLAN DATE ISSUED: 09/27/2016 REVISIONS: DRAV#14 BY: #: DROING NO.: A2 �z a�■ >E L. ALL TRIM, SIDING, ROOF S14WGLES, ETC. TO MATCW EXISITW, I it LALL ItTlEY'S '-D MIN. ABOVE WIW. NEYS NEN! 5WED DORMER nd NEW COVERED PORCH f�llt I IFF `11 NIL,,, IStlu Im I Ti fY't i t t51 it i' . t- 1 i Y. L 111't rt It I fill vlALL NEW W.C. SWINDLES oN TYVEIc WOIJs>r WRAP DECORATIVE ADt71r1 TYP. ENTIRE tXJUsE STfiUCTURAL POaT5 TYPICAL >� FRONT ELEVATION I �( T �(rs FLASW ALL AREAS REQIJIRED vt ]i l l h ' DECORATIVE POSTS ARCWITECTURAL STYLE SWINGLES ON TRIFLER 30 y UNDERLAYMENT DC. OUTSIDE BF�U1ilR 1.0T . 'SFKX�N FOR CLARITY \LEFT SIDE ELEVATION STAMP: J z W O 0 Df �t z >� 2 > o Q CS it Y. L 111't rt It I fill vlALL NEW W.C. SWINDLES oN TYVEIc WOIJs>r WRAP DECORATIVE ADt71r1 TYP. ENTIRE tXJUsE STfiUCTURAL POaT5 TYPICAL >� FRONT ELEVATION I �( T �(rs FLASW ALL AREAS REQIJIRED vt ]i l l h ' DECORATIVE POSTS ARCWITECTURAL STYLE SWINGLES ON TRIFLER 30 y UNDERLAYMENT DC. OUTSIDE BF�U1ilR 1.0T . 'SFKX�N FOR CLARITY \LEFT SIDE ELEVATION STAMP: J z W O J CC rf g z >� 2 > o Q CS F -- w ch o� w O W q3 > ¢ mN o o Q P w ow O � J z W O J CC rf z >� > o Q o F -- w ch o� w U a q3 > ¢ mN o o yQ P w ow z W O LQ z >� > o Q o F -- w ch W U)� q3 > ¢ z ¢ o o 0� �-- P w ow o � � TITLE: ELEVATIONS DATE ISSUED: 09/27/2016 REVISIONS.- EVISIONS:DRAWN DRAWNBY. P OJcC f DRA*NG NO.: A3 r RIGHT SIDE ELEVATION IAV TTVET. KXJSE WRAP TYP. ENTIRE Ef0U5.5EE EX. OUTSIDE Si�ER Mm 51101-" FOR CLARITY REAR ELEVATION JGRMER IRAL STYLE N TRIPLEX 30 ENT SIDING, ROOF .TC. M51THG STAMP: N VI Z a W O � � O Q En ter : Z Z d /y{ Ix [z\J V w W> z > o <t Z Q� Mry � 0 o� Z V) O W Ln o 17- Q MLE: ELEVATIONS DATE IS -SMD: 09/27/2015 REV IONS: DRAA14 BY: DRAYINC NO.: A4 r i L ---- STAMP: - i i'T k`11)GE VENT IT RIDGE VENT 17PiCL:.��'� C-Gki<TR�XTtG+�i 2x12 RIDGE- ISD. f2 A�PIA�a-�,L`r� 2x12 RIDGE BD. i$ At LT .'IiINGLE5 ON ISM HALT Si- G LY ON fall WILDING FELT ON �j 10 I/2' COX PLYWD. i 10 1/2' COX PLYWD. ?xt i IG O.G. 2x10 RAFTERS 0 it' O.C. w/ 2x6 • If,' O.G. ?rIO RAFTERS a 16' D.G. w/ j2 ` 17 SIMPSON 142.5 CUPS 0 IL' O.C. 12 IM111-SON H2.5 CLIPS 16' O.G. R -w iN9ULLATION 4 R-36 w4ULLAT04 4 - ---------------- --- -------- ------- ---------- n 2xf0 %� IL•.,O.C. r �. mx .'s(r� titrant rY'fx7 F t .rrrtt ^cx t: rt+ ,srx *r xy,. �n h:t+..,tir' rtiY t" •Y, •r! r {rye. ..vr',r .'`.r. t - ALL "1. GUTTFRS ON 1xN FASCIA 605-TYP ci EXPANP D `\ •`., 11-5 SOFFIT e'/ CONT VINYL BED SOFFIT VEHT-TYP x �� `+ {{g}j7gLcTIf <I IGAL !!LL �GL. TOR TYP 2m Ft�DCXt [lz1ST}?(I/ .x o !. . W.G. QAi114GLES 5 1/2' EXPOSURE ;C ' ,: WALL " � 1 BEDROOM � EXPANE)m 1 1+I m 5/4' T4.: PLYWO W13FLOOR ;s 't TYVLK HO LIMEWRAP Ed f7l3i'1 � t5 O � GLUED i NAILED OVER a�='l . 1/2' GDX PLYWOOD BEDi200M J DeL 7 l'.P DEEP PREMIUM LU'9ER 1 �.. (SY WEYErcNAUSER E f2' D.C. ; I -ti. TO BATCH D05TMtG • K' O.G. EXISTfIY, F J a i R21 INSUL. F W it if ;' E4 UEBD i PU►STER-etKx7 tH REPAIR PLASTERED CLG AS NEEDED mU N KITCHEN LIVING RM. LIVING RM. r EX. DINING CROSS S ECT I ON CRO55 SECTION L > A 5GALEs1/,4'-i'-0" s SCALE'V4w-I'-0' Q (/j F" EXISTING FLOOR BEDR 1 Z EXISTING FLOOR L.LJ Q 77777777777 Im O -A ! i t�' , lil-N ;1't+' Iltfitl�{ !(t rlin;(� I i ti 11- i+- G II t(i,,1� iiM i1 _I I z - � ,� tl+eft t yIr�1r� � Z (D �-- O Q U Li.J ,Q �_-C1Y1F CO!15TRL✓YidrN ASPHALT SHINGLE5 ON F— W z: CROSS S ECT I ON CRO55 SECTION > A 5GALEs1/,4'-i'-0" s SCALE'V4w-I'-0' Q (/j F" Z L.LJ Q O I z - � Z (D �-- Q �_-C1Y1F CO!15TRL✓YidrN ASPHALT SHINGLE5 ON F— W 0 W 15st BUILDING FELT ON 2'x12 RIDGE BD. Ira' GDX PLYWD. 2xf0 RAFTERS a IV O.C. wJ Q SIMPS4" "2.5 CLIPS. 0 Ib' O.C. 4 Ih' R-28 3ULLATION 2xro a WO.C. 7o, ASPHALT SHINGLES ON i TITLE' 1511 BUILDING FELT ON 1/2' GDX PLYWD. 200 RAFTERS a 16' O.G. ur/ i 'G�.l.� i�L L Lt SIMP� N2.5 GLiP'S a 16' O.G. 21d � � (1(�0 15TRii! F1Qt-{ �j � .'LRIYTiON W.G. SNtItYLES 5 1/2` 17cPf!*..URE R -9A IN�,tX.LATKx°i R-30 I" Cc CROSS 3f,e- t G PLYWD �.ANC",FLOOR ;6 TYVEK HOUSEWRAP GLUED t NAILED OVER Or GDX PLYWOOD 2xt a 16' O.G. SECTIONS 7A a ib' D.C. 2x4 sn"5 R'.10 INSLIL. TO MATCH EXISTING.V Vol O.G. R21 Ih3UL. CLUEL`D t PLASTER-S.IOOTN DATE ISSUED: T�'P- !=.a7 ftZf7�tl+T4�'� u 09/272016 3/4' T t G PLYWD UOFLOOR GLUED t NAILED OVER ' REVISIONS: 2x10 • kr O.G. 3 1/2' CONC. OVER"' _ L R30 Ir15UL. (e MIL POLY VAPOR BARRTR OVER _ 4' COMPACTS GRAVEL �i G�rlJl tiP FLc*�a 3 1/2' COW. !rt..r"5 t7VER FCKIr:D.�t7FG1Fi, R1TUhi11iO1}S DANiPPROXti„zltiG ON MIL POLY VAPOR BARRIER OVER WALL urJ2 064 DRAM 8Y: i' COMPACTED GRAVEL Im TOP t3OriTOM ON 20'x10' DEEP KEYED CONC. I FOOTING CRO55 SECTION PROJECT 1: ---- D 5CALE'VM.I'.p� DRAA,9NG NO.: CROSS SECTION G SCALEd/4'.P-O' i A5 5 r I it _ 40 2-P.T. 2x8 GIRT r - -r - -i J^ F L JL J— L J 12" DIA. CONC. SONOTUSE r -s• 71-6` ON 2A"x24"x12" CONC. FOUNDATION PLAN �LE114'.I'-O' ANCHOR BOLT SCHEDULE PER WFCM 110 MPN FJCPOr'URE 8 ALL BOLTS TO 9E �" DtA. GALVINIZ)=D 2.) ALL BOLTS TO BE SECURED w/NEX HEAD NUTS w/3"x3°x" GALV. PLATE WAS}1ER5 3.) BOLT 5PACING, MAX 56" O.C. MAX 12" FROM CONCRETE CORNERS OR END OF PLATE MAX 7" FROM END OF PLATE AT 50LICE A.) BOLT EMBEDMENT MINiMUN 7" DEPT" PER WFCM 110 MPI-► EXP05URE 8 WIDTH 27'-5" LENGTH -28'-3" ASPECT RATIO (L/W) . 1.00 COdTINtKri S 2xL P.T. HILL PLATtrJ51Lt IN5UL. w/51W DIA GAILY. AJ5. A 54' O.C. MAX 4 6•-12' FROM END OF PLATES w/j'x3'xl' !`LATE WA+SAER5 G.0 TO PROVIDE Gt'CION FOR OUTSIDE ACCE55 TO NEW CRAWL 5P. G,C TO pi WDE 3 CELLAR VENT5 PROVIDE SOLID BLOCKING 0 45" O.G. FIRST (2) (SAYS FROM END WALL-TYP. TO I j'x7 J' LVL RIM MST REOR GODS - ---- _.._ - if -- — - — - ._-__._-- STAMP: N n rte{ n. Z 0 O (n w v -t r w L M Qtj Q ! T I rx7 14' LVL LEDGER BD. FLOOR OnMltaGS w/GALV. JST. "4GER5 DOLTED TO Ex, RIM wl - DIA. LAG BOLTS V) a w' O.C. Z G 0 U WQ EX15TtW FLOOR FRAMEZ ¢ li1 0 c—) Z Z Q F— W L4.) i•x7 I- LVL LEDGER SD. � (� 0 w/GALV. JST. NANGER5 BOLTED TO EX. RIM w/ ` Y � z DIA. LA& BOLTS 0 10 O.G. 0 F- Lu 0 W Es a L0 0 SECOND FLOQR FRAMING PLAN 5CALE,I/4'-I'-0' TITLE: FOUNDATION CX p 1. fLAOR TRUSSE SYSTEM TO BE ENGINEERED 13Y TRUSS MFR. SECOND FLOOR FRAMING PLANS DATE ISSUED: 09/27/2016 REVISIONS: DRAW BY: JEC /: DRAWING NO.. a� DRILL ILL ! GROUT ts4 DOWELS • 12. O.G. .. CPA b M_ r = I i CRAWL :; i 3 1/2' cc++c. SLAB OVER SPACE 6 MIL POLY VAPOR BARRIER OVER I 1 G• CO'PACTED GRAVEL Y 2x8 0 I ' EX. OPENING 16" O.C. I G.0 TO ADJUST FND. WAL 1 TO INSURE LEVEL FLOOR 1 1 FROM EX15T. TO tiff" EXISITNCY — 1 FOUNDA i ION DRILL !GROUT K4 DOWELS P 12' O.L. 1 G.G TO tt33UidE NOT TO C I LINQ£RM1NE K. FND. to O"1 L -AADS ( A I1r GONG, SLAB OVER 6 MtL POLY VAPOR CARRIER OVER 1i I 6" COMPACTED GRAVEL V FOInJDATtf�'i, BITUMII;0M DAMFPROOFIm ON 10•xAW COtIG. FOUNDAT" WALL 1 w/2- 104 TOP t BOTTOM 0 ON 4D'xW DEEP KEYED COIC. t 1 FOOTING ' t� 1 1 DRILL !GROUT a4 DOWELS O 12. O.C. --- ----- --- Alt, 01 _ 40 2-P.T. 2x8 GIRT r - -r - -i J^ F L JL J— L J 12" DIA. CONC. SONOTUSE r -s• 71-6` ON 2A"x24"x12" CONC. FOUNDATION PLAN �LE114'.I'-O' ANCHOR BOLT SCHEDULE PER WFCM 110 MPN FJCPOr'URE 8 ALL BOLTS TO 9E �" DtA. GALVINIZ)=D 2.) ALL BOLTS TO BE SECURED w/NEX HEAD NUTS w/3"x3°x" GALV. PLATE WAS}1ER5 3.) BOLT 5PACING, MAX 56" O.C. MAX 12" FROM CONCRETE CORNERS OR END OF PLATE MAX 7" FROM END OF PLATE AT 50LICE A.) BOLT EMBEDMENT MINiMUN 7" DEPT" PER WFCM 110 MPI-► EXP05URE 8 WIDTH 27'-5" LENGTH -28'-3" ASPECT RATIO (L/W) . 1.00 COdTINtKri S 2xL P.T. HILL PLATtrJ51Lt IN5UL. w/51W DIA GAILY. AJ5. A 54' O.C. MAX 4 6•-12' FROM END OF PLATES w/j'x3'xl' !`LATE WA+SAER5 G.0 TO PROVIDE Gt'CION FOR OUTSIDE ACCE55 TO NEW CRAWL 5P. G,C TO pi WDE 3 CELLAR VENT5 PROVIDE SOLID BLOCKING 0 45" O.G. FIRST (2) (SAYS FROM END WALL-TYP. TO I j'x7 J' LVL RIM MST REOR GODS - ---- _.._ - if -- — - — - ._-__._-- STAMP: N n rte{ n. Z 0 O (n w v -t r w L M Qtj Q ! T I rx7 14' LVL LEDGER BD. FLOOR OnMltaGS w/GALV. JST. "4GER5 DOLTED TO Ex, RIM wl - DIA. LAG BOLTS V) a w' O.C. Z G 0 U WQ EX15TtW FLOOR FRAMEZ ¢ li1 0 c—) Z Z Q F— W L4.) i•x7 I- LVL LEDGER SD. � (� 0 w/GALV. JST. NANGER5 BOLTED TO EX. RIM w/ ` Y � z DIA. LA& BOLTS 0 10 O.G. 0 F- Lu 0 W Es a L0 0 SECOND FLOQR FRAMING PLAN 5CALE,I/4'-I'-0' TITLE: FOUNDATION CX p 1. fLAOR TRUSSE SYSTEM TO BE ENGINEERED 13Y TRUSS MFR. SECOND FLOOR FRAMING PLANS DATE ISSUED: 09/27/2016 REVISIONS: DRAW BY: JEC /: DRAWING NO.. a� ED CKPM LilI1__._.:1._,.L....•...l�I_. #lIIIIIII'IIIIIIIIIIIIIiIIII EJCTI� kD It77 SOI FtT TNIS _L 13J AREA QEt i : LLL fff___ LLL __LLii..111 A NO 7Y8 f 10 O.G. ROOF FRAMING PLAN _d L FRAME IN 1rM NE'rr 5KYLIQ41-$ REPAIR INTERIOR GLG. A', WrO:.o 1 I Llot? ItYXI= DO �?atZ WFC-T7P , ' coL uP 2stn rw'°neEcs "--C%o RJOF CF04 3 `Cono6on recant 11 gage roofng nadsaruf 16 gage staples are permitted. checkiSC for additional requsnments DATE ISSUED: 09/27/2016 flails - Lblemothstwisa etatod. time ghten for natsam common wire sues Box and pnuematic nails of REVISIONS: equhrclent diameter and equal or greater length to the "cifead naf".smay be atbditutued undexsothenrfio - prohibhod. DRAAN BY: DRAWING NO.: Numberof Numberof 0ax STAMP: Joint Description i Common Naas Nails N34 n2scing ,:� LA Q W Fbof Framing I ! Doc" to Fltiter(Toe-narod) Rm Bowl to Rater (E-nd•naled) 2 -ed 2-10d 2-10d 3-13d r VbI romothg ©> Top Rates at lntermctons (Face-race-nakd) Rud to Sud (race-nalod) Fbaderto F-ader(Face-nailod) 4-1W 2-16d lod Z at pints 24" o.c. 1(71o.c. along edger f= -(Y- 0 LU U) Q Floor Framing Z ( 0_ Joist to a Top Rate or Gtider(Tae-nai0d) Doc" to Joid (Toe -nailed) ebeVAg to ca orlbp Fete (%e-naibmd) Ledger grip to Ebam or Grider (Face -Waded) Joid on Ledgerto Beam (roe -nailed) Band Joist to ,bid (hd-raided) Band Joist to 8 orTap Pate (Toe-nailad) 4-8d 2-0d 3-16d 3-16d 3-8d 3-16d 2.1Ed 4-10d 2-10d 4-16d 4-10d 3-1Dd 4-16d 3-16d perjoist each end each block each loll perjaid per joist perfoot R3of SieathkV < < Abod Structural Fane r3ftersortrummessprsceduptoWo.c. rafters or truswsspacedover16"o.c. gable end%%*Int-; orraio t(uww/o gable overhang gable endwillmle ormin trussw/dnecturaloutloolors' gable endwal rsi:: or rate trumwllookout blocYs ed Ed 8d 8d !ld lod 16d 10d 10d 10d 6"ed0e/6"field 4" edge 14" field 6' edge /6"fie lt 6"edge /6"field 4" edge 14" Held 110 MPH EXPOSURE MND ZINE GENERAL NAMING SCHEDULE ` dW `A Cc ft. Siesthing `Cono6on recant 11 gage roofng nadsaruf 16 gage staples are permitted. checkiSC for additional requsnments DATE ISSUED: 09/27/2016 flails - Lblemothstwisa etatod. time ghten for natsam common wire sues Box and pnuematic nails of REVISIONS: equhrclent diameter and equal or greater length to the "cifead naf".smay be atbditutued undexsothenrfio - prohibhod. DRAAN BY: DRAWING NO.: Numberof Numberof 0ax Joint Description i Common Naas Nails N34 n2scing ,:� LA Q W Fbof Framing > Doc" to Fltiter(Toe-narod) Rm Bowl to Rater (E-nd•naled) 2 -ed 2-10d 2-10d 3-13d each end each end VbI romothg ©> Top Rates at lntermctons (Face-race-nakd) Rud to Sud (race-nalod) Fbaderto F-ader(Face-nailod) 4-1W 2-16d lod 5-1(;d 2-10d 16d at pints 24" o.c. 1(71o.c. along edger f= -(Y- U) Q Floor Framing Z ( 0_ Joist to a Top Rate or Gtider(Tae-nai0d) Doc" to Joid (Toe -nailed) ebeVAg to ca orlbp Fete (%e-naibmd) Ledger grip to Ebam or Grider (Face -Waded) Joid on Ledgerto Beam (roe -nailed) Band Joist to ,bid (hd-raided) Band Joist to 8 orTap Pate (Toe-nailad) 4-8d 2-0d 3-16d 3-16d 3-8d 3-16d 2.1Ed 4-10d 2-10d 4-16d 4-10d 3-1Dd 4-16d 3-16d perjoist each end each block each loll perjaid per joist perfoot R3of SieathkV I t� Abod Structural Fane r3ftersortrummessprsceduptoWo.c. rafters or truswsspacedover16"o.c. gable end%%*Int-; orraio t(uww/o gable overhang gable endwillmle ormin trussw/dnecturaloutloolors' gable endwal rsi:: or rate trumwllookout blocYs ed Ed 8d 8d !ld lod 16d 10d 10d 10d 6"ed0e/6"field 4" edge 14" field 6' edge /6"fie lt 6"edge /6"field 4" edge 14" Held Q Cc ft. Siesthing Gypsum Whlboatd 5 d cooler, - T' edge / 10" Hold ROOF FRAMING 'Abll 3►eathinq PLAN Mod Stuctural Fann+- studs rpaced up to 24" o.c. 112" and 25132" Fiberboard Fhneks 112" Gypsum %b1hoatd 8d @d' 5d coolers 10d - _ 6"edge / 12" field 3" edcJe / 6" #ick 7" edge 110" field Poor Sleathi v Mod Sructural Panel= 1" or lo groaterlhan 1" Ed 1Dd 10d 16d 6" edge / 12" field 6" edge / f" fink `Cono6on recant 11 gage roofng nadsaruf 16 gage staples are permitted. checkiSC for additional requsnments DATE ISSUED: 09/27/2016 flails - Lblemothstwisa etatod. time ghten for natsam common wire sues Box and pnuematic nails of REVISIONS: equhrclent diameter and equal or greater length to the "cifead naf".smay be atbditutued undexsothenrfio - prohibhod. DRAAN BY: DRAWING NO.: o 4r' - V) V) Z U ,:� LA Q W >` Q > F--• W Lli (y W LJ (n 0 ©> f= -(Y- U) Q p ?- Z ( 0_ V) E_- W -r 0 W I t� 0 Q nn dr: ROOF FRAMING PLAN `Cono6on recant 11 gage roofng nadsaruf 16 gage staples are permitted. checkiSC for additional requsnments DATE ISSUED: 09/27/2016 flails - Lblemothstwisa etatod. time ghten for natsam common wire sues Box and pnuematic nails of REVISIONS: equhrclent diameter and equal or greater length to the "cifead naf".smay be atbditutued undexsothenrfio - prohibhod. DRAAN BY: DRAWING NO.: