Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
BLD-19-001652
• t ' RECEIVED ' UJ g NOV 15 2018 Fr cc g BUILDING DEPARTMENT - OO yy tlY IMillJ DBL 1314'X 11 Dr MICROLLAM LVL RIDGE BEAM V 1 1. r� awW $ i iiiii .., • si. .0. -It writt4LE- - . mtas ii . t ..,4,...‘„56.. • 14.,,.,4101.1. 1.: i .. 4 -...... ,.**-}-ri cox} tt sr Ilit 1.14V a. rL ` :rr rIIICr . r lab r� rrr�rr it r 'Vie rmeats*SIIIo ■i r ens Tj . "l' lit .amis.• . 1:162.4031:T r ? ..mer MI TEMPERED GLASS WINGS 8 2 �� �L win. .' . . _.4-1� - it" ill �- 4 "� e }.4rri� �Z 3'SUPER FOAM ROOF WI SHINGLES Z 6 AN f�. .1? S - �r F C_ i� ^ -� r ii'9 TO MATCH EXISTING _ O o MINIMUM DESIGN LOADS:(PER 2015 IRC)9TH EDITION — _. — TEMPERED _ TEMPERED GLASS WINDOWS g e R 0 -V 4J r_ i..i• v. ••••:S grillarriliallr MilWI SCREENS SUNROOM CATEGORY II(PER 2015 IRC R301.2.1.1.1 ®��' �� '•: ,,.,.,., y I ••• �'.' ~&AAMA I NPEA/NSA 2100)) Ma iIi!J • , y . . ,1 L;•. ,4r •.•.., •4.41I ( ' 04•:i' •i:•O:• 00: •:•• I SNOW LOADS: S— _ 8:4v:4 '.•::4: 44• : :::°•3� I■��.,.,. .•4..00, 0 4.00•, 1.GROUND SNOW LOAD 30 PSF — �''i4'''� `4'•`'''' �° '��:�r:' TEMPERED GLASS •••••� '••••" KNEEWALLS I...i 0 I•.:, Iy•g:: 041041:A ULTIMATE DESIGN WIND SPEED: 140 MPH,3 SEC.GUSTS — -20 I M / SW"' LIVE LOADS: --•------ — 1,ROOF:20 PSF • ;. . ,t t4:8-7";:;:1/41..,:ta uta , ..`,.:nii j { -,•'N';',."..'",? �.5... .. > vt i .� 'J�y.v .;t•. v.7i.. � +'w..'t to `'1:::::1,117:1.Y.,71: • z' a0 2.FLOOR:40 PSF Lg Awao °° � NOTE:THIS ENCLOSURE IS NOT TO BE CONDITIONED EXISTING DECK = 5 o OR USED AS A PERMANENT LIVING AREA. ots TECHNO POSTS .+ to M C4 NOTES: • -Stow' 3kr tO } 1.ALLVIEW(AVI)ROOM;WHITE IN COLOR • 216' 2.CONSTRUCT ENCLOSURE ON EXISTING DECK ELEVATION-"B"WALL A' 0 Ftotk- 4f sq � r 3.NO HEAT OR ELECTRICAL BY GDI o ciAr cv 4.ALL CONCRETE TO BE 3000 PSI MINIMUM 5,ALL LUMBER TO BE SPF#2 OR BETTER,PRESSURE (' w4 0.l a m a TREATED WHERE REQUIRED 6.WHERE REQUIRED,METALS IN CONTACT WITH PRESSURE 4 �t DATE TREATED LUMBER MUST BE ADEQUATELY PROTECTED. ....... 7110/18 7.ROOM CONSIDERED AS NON-CONDITIONED SPACE, JAME^A C1&CY P.E,l.S. DRAWN RDN fa EXEMPT FROM ENERGY REQUIREMENTS MA PR 0 FESSIONAL ENGINEER(MA LIC,#46775) saALE (PER 2015 IRC SECTION N1102.1,NOTE 2) • 601 ASBURY AVENUE 114'•I'1/41011.0"PH. 856L85 PARK, 08063 SHEET 1 OF 6 1 1 - 4. e 4.. C n L'Ct I . 1 i11 E � I I1il IIl• fit I VA .':. : 11, II , I it /T 1 � _ `` tfi `� s •••.W y.•.•••• O . •o Y ; •::ig: . :i?A❖. is iO.•. mz < . s....o.,.......m rs x.•.• _ - Si v • _• o ii -J �m c� �a'��r -f� sT m� m yOy m 1 -`'=,:-::;- , g J a (/ A/ N cm, x� gm 2 4 R. - r A fart A o 8 m mm y SO 7C N E N N 1 00 . • 2 m m • v m yy 4 N 2 9 A E 0 : 10 o a m gg 22 • w SF y F u \ \\'K r . T *:•:+xco»):c4c, tr.' -L.rr s-,,0 C *:•••.•iii•O L XPi�Mi..�...:0:•.::...p.•: :•:y iJ::(0) *::::::::**:t - L 1.-. r a 1 ; 1 ' ' I I I, 11 � 1 . LII \ • • • . oaro�� � �� ' 1 ' l Iii /`-�cl` 111 ; I i i 11 I . I , II yY� t. t y y1;c.'.;. l c yit it . A ; I e . I ' k a slS 7i _ $ �v.n 7nsna SETH&KATHERINE RICHTER LOCATION �0ii BOSTON N m _m �v.s 11/8/18 •15 WILLIE BRAY ROAD soo rams srallo BLVD. PATIO a 2 ' o g - YARMOUTH PORT,MA 02675 4 Z - JOB#37856 TAUNTON,asnsss ENCLOSURES' TMS DRAWING ISPROPERRTOFGREAT DAY IMPROVEMENTS.UL AND OUPULATION OF THISDRMM1G WITHOUT OM FORESS®WRITTEN COMBO'IS FROMM:DALLFRONTS RESERWD. Par GRECDrFmo.EMM LIG u SUBFLOORIDECKING - ,A'_ 2x10 JOISTS 0 16'CIC - .�Y Lu 2 DBL 200 RIM JOIST EXISTING 2610 LEDGER BOARD WI II2'DIA.LAG SCREWS ANN,,,--2-214 SIMPSON BCS W! UCT MIN.THREAD ENGAGEMENT INTO EXISTING ®O POST CAP STRUCTURE 016'CIC STAGGERED(ADD AS REQUIRED) ®C SIMPSON LUS2f0 Ihdr 4x4 SUPPORT POST j ` /// / / // EKf// DM CI W JOIST HANGERS / //� � // SIMPSON P894 LL LL rPOST BASE GRADE './ J EXISTING CONCEALED FLANGE JOIST)............. - _ Q HANGERS(SIMPSON HUC210-2 OR EQUAL � `` ADD AS REQUIRED 0 EACH END 1 i4, EXISTING JOIST HANGERS(SIMPSON LUS210 l CONCRETE OR EQUAL)ADD AS REQUIRED 0 EACH END 84' 8 $ 4,• PIER FOOTER zo cQ "i ` IN SONOTUOE 0/¢6 aa § EXISTING 2x 10 JOIST 016'CA0 �\ Ly z9 i / EXISTING STEPS of Q, N� o 4 ., y ,...p.1-...--.....__ 0 —,__..— lC8' in n rf % CUSTOMER TO MOVE•�� % . , IN FRONT OF DOOR NEW 4x4 POST ON NEW TECHNO POST ' SEE PLAN - x 40'MIN(TOTAL OF DEPTH TH PIER FOOTERS ,1yfI SECTION A-A _ EXISTING STEPS' 8♦' SCALE:1/2"=P-0" NEW OBL 2x8 CARRIER BEAM ADD 2x10 TO CREATE_ A - B - N. ti § DBL 2x10 RIM JOIST —fa- ` F- L] N • ..�' .. x 2x10 JOIST 016'0.C. 'SUBFLOOR EXISTING 4x4 POST ON 12'DIA x 48'DEEP DBL 2x10 RIM JOIST CONCRETE PIER FOOTERS(TOTAL OF 2) 108' 108• - ADD 2x10 TO CREATE CC c;) d' en I DBL 2xt0 RIM JOIST _ CO Q. O I�� 4x4 SUPPORT POST 218' Fca O 0 ' SIMPSONLUS210 ' GRADE DECKPLAN s o JOIST HANGERS SCALE:1/4"=1'•0' M r F Mg TECHNO METAL POST 2q JAMES A r m m N 4 • - /MODEL ITV; STEEL C NLY � I - U-CHANNELPOSTCAP ( • 4t\ I ¢ m b.a 1 DATE 7/10/13 SECTION B-B JAME A. LANCY P.E„LS DRAWN RON • S ECTIALE: l2'=1'-0” MAP-OFESSIONAL ENGINEER ALIC.ft46775) SCALE 601ASBURYAVENUE AS NOTED NATIONAL PARK,NJ.06063 SHEET PH.8856-853.7306 30F6 N K •" a - w r • x w c m a m EI }fir+ m Eg r f 11111111E _. `^tet �:.s . ,,.b:;7 „ „ wiiiiinli r: • „ - t Al 1:1111111111 : Kti ' v_vAee � � r z. -h,5 IIII/IiIIII11IIx_. A r, '�. -1,- - .---'r SEN t1IIm111l11 - '-,f _ -.' iE._ C ._ ��'W�`' •r.- Ncz® I'l11I/1IIIll ,yam .- �� ' , i111LI1t11i' acs ,a u , ,;,, 1, 11 111111' ti . • 111 IL/IIIIIIIIIII ,-- ' trr,a. " ,....,7;,;„„n-,..,e , I1111. 111111111111111V.....,45- • .}:. C. 111111 IN11111111.111-f5'� ,: ; �ti ;: 111111►. in1II111in►l ,� - -c -.x -. ' G EII/111.1 xi1/ItI11IItt111 ' i; ^^ ;:p...,., :mak o mm�un111i t ,h : .�-4.ut > /1111 iIIIl N l •1u1111111mume , � liMiniiiiiiiIIIIIIK-St1tmllltuiiiiiillilnl.: .; 2 .J 4r 111111111111111111111111111111, r - .� mizomelmn11111I1/unln. 'wti c- .c„...„.:,` \ 1111n•IIInllunlln11111111►t, .t --t,� ' . ' ' 1710m11111lIuntllllltlllm� . nn_,,,s- , Immniii IllImnu1111111lk- r -1 �, 1111I11111I11111I101II1111111111111i v 111.1111111111111111111111111111111111111k" . ' yam=-�'• \\ i 07, n111111t111111I11111Iu11111111t111I1I -{ > .-- -. 11111111111.111111111111111111111111111111111111111 • : " = a m • 101111111111111111111111111111111111111111111111 :91,-; 4 CS ' g 51111111111111111111111111111111111111111111111111 :t =' "7- g f/ 11IuI1111r111Inmin11m111--= «"��t 1111111111111111111111111111111111111111111111111111. . ..,L.",-4-,--„,,_, A Ii1-IIiliiTriIitbIiiiliiiiliIIiIIIlii➢qui ii r-,- 111 nnmIm►WIl!unim1111mItuHJ• :; - :it-. to N\ '6E; z m w r m cn mm U r� O j 5 S m gw H Z O asci?' Sm Z'll 4- ,Aa <cm 9, , �, o > Sti3T" r n 1 • a. a. m A 7nu1a SETH&KATHERINE RICHTER LOCATION �.,` ',Pile :: m a� az _z REV. 11/8/19 15 WIWEBPAY ROAD sol-BOSTON PATIO " pon- T A YARMOUTH PORT,MA 02675 500 MYIES STANDISH BLVD. a § Z m . JOB#37856 TA 508-8822_;1 80 ENCLOSURES' THIS DRAWING IS PROPERTY OF GREAT DAT IMPROVEMENTS,UC.,MO OUPUCAI1ON OF THIS DRAWING WITHOUT OUR ErRESSEDWRITTEN CONSENT IS PRGHIBREO-AU.RIGHfS RESERYEG. erf#ADWIMPROVEMENTS.uA • 1 . y • • ..ollI 11.1 CC 1GAlV.LAG SCRE'W3 (3)110X314'TEK SCREWS PER SKIMASTER FRAME JAMB(i-01038] ©CI) STAGGEREDGERED®18'CIPROVIDE ATTACHING BRACKET TO E.R WALL POSTT 1C, MN.1-12'THREAD ENGAGEMENT ANCHORING NOTES 110 x 2'COATED MASTER-GRIP ®O INTO STRUCTURAL FRAMING POST CAP(1.2051 318'DIA ANCHOR BOLTS WOOD SCREWS AT TOP, • ISM,_I is (ADD BLOCKING AS REQUIRED) (2)18 x 1'TEK SCREWS 3-02'GALV.LONG LAG BOTTOM,1/3 UP 81A DOWN MASTER FRAME JAMB U ATTACHING POST TO SILL SCREWS INTO WOOD;3' 2'WALL EXPANDER(t-0203( BOTH SIDES LONG POWERS WEDGE 11-01038] LZ & 18 x U7 TEK SCREWS AT TOP, MASTER FRAME , BOLT INTO CONCRETE. IS i BOTTOM,i1JrdUP&11JrdDOWN x. / J/tM8(1-01WB] �I1 mi SI tiffillIMIIIIIIIN SIII� ► mai F �� r'�S FLOOR EXPANDER �r��..� (1-2056] FLOOR EXPANDER O FLOOR EXPANDER(1-20561 /4 FLOOR EXPANDER AV WALL POST SUPPORT MASTER FRAME (1-20''81 m (1.2056] BRACKET(1-20531 JAMB(1.010361 co 1 MASTER FRAME JAMB 11-0103BJ AV GANGING POST AV E.R.WALL POST - 4x4 WOOD POST z m d 11-20821 11-20451 48 x 1'TEK SCREWS AT TOP, O BOTTOM,113rd UP,&113rd DOWN. I PLAN VIEW OF MASTER FRAME JAMB PLAN VIEW OF MASTER FRAME JAMBS PLAN VIEW OF MASTER FRAME JAMBS d1 VI gz CONNECTION @ EXISTING WALL CONNECTION @ AV E.R.WALL POST CONNECTION @ 4x4 WOOD POST .J b g 5 a i MASTER FRAME g I JAMB(1.01038) - - - p• • PLOORExPANDER 18z12'TEK SCREWS®FLOOR - - • o Q (1"2058] EXPANDER(2)@ 1x3 TUBE,FR8A)ONT 8 BACK - 1 ANCHORING NOTES: 2,5'ANGLE BRACKET(8-210 LU �- 3A1'DIA.ANCHOR BOLTS MASTER FRAME Z F— co S - - - 3-02'GALV.LONG LAG POST CAP 11-20511 18 x112'TEK SCREWS CC SILL 11-010281. g O 3 ' SCREWS INTO WOOD;3' 1,4 p� 1x3 TUBE(1-02061 _. _- 'ih I -.. _ _ _ CO 2 m R LONG POWERS WEDGE 4g ill 1 - Q BOLT INTO CONCRETE C.X �p' �t AV 1dITE MALE 9 �j 0 AVSD CORNER I 1 i ' ��_ 11.2088A] I TEMPERED a0 POST[1.2071) �' ��L� GUVIN0 STOP INSULATED GLASS 1.0 M ter.' watw (2.2005) AV CORNER POST \+fro } COVER(1-2081( iftMASTER FRAME JAMB(1-010381 tN Of A7' 18 x 1'TEK SCREWS AT TOP, I` FLOOR EXPANDER(1-2058) SECTION THROUGH MASTER FRAME SILL - . sic BOTTOM,113rd UP,8113rd DOWN AV ER WALL POST 1140491 � AMES A tiG CONNECTION @ GLASS KNEEWALL it J • co no(8)110 x 3(4'TEK SCREWS 18 z 121 TEK SCREWS AT TOP,BOTTOM, CLANCY ,,,, PER ANGLE BRACKET 1(3rdUP,81/3rdDOWN. I CIVIL ' m PLAN VIEW OF MASTER FRAME JAMBS&AV E.R. I p 1):CV 7 a 00 WALL POST CONNECTION @ CORNER POSTT��( 4 - - .., iii. DATE 7110/18 . JAME•A.CLANCY P.E.,L.S. DRAWN RDN a MA PROFESSIONAL ENGINEER (MA MC.646775) SCALE 1301 ASBURY AVENUE • 112•,1'4' NATIONAL PARK,NJ.06063 SHEET PH.0 856-853.7308 13 OF 8 P I • • GLAZING STOP TEMPERED "'t ` 12-2005) INSULATED GLASS ' DECK FOUNDATION PT cc • MASILL(101STER 022 #8 x 12'TEK SCREWS 1� AV 1-LITE . DECK (2)@ EACH GANGING ,.988- FEMALE II.2087AJ #8 x i2'7EK SCREWSTEMPEREDD GLASS • ®CO (2)®EACH GANGING FOUNDATION ON EACH SIDE �h INSULATED GLASS - _ ON EACH SIDE I,MaW/i/i///i//sA 1 - ®`O . • FRONT&BACK FLOOR EXPANDER .. diB'x 610'ANGL MACA WINO (1.2056)1 1) !, HORIZONTAL 11-20731 11.°1-1 V FLOOR EXPANDER ii/�/�� FLASHING #8zt2'TEKSCREWS tit • Z • (1.205Bj ®18'C/C LLI . - • FLASHING VII AV'FP SUPPORT 11.2080A) • #10 x 2'COATED WOOD SCREWS,STAGGER / l�! #8 x 2'TEK SCREWS Q MASTER FRAME 18'C/C ALONG MPH'SUPPORT • SCREWS Q 16'GC ALONG - HEAD 11010101 FLOOR EXPANDER BETWEEN • ®• ` #10 x2'COATED MASTER-GRIP WOOD QQ UNIT GANGINGS SCREWS,STAGGER SCREWS 16'CC J g ALONG EF LN SECTION THROUGH H&MASTER FRAME m BETWEEN UNIT GANGINGS HEAD CONNECTION©GLASS WING o o 5 1 • SECTION THROUGH MASTER FRAME SILL SECTION THROUGH GLASS KNEEWALL o CONNECTION @ DECK FOUNDATION -' o w el i I • CONNECTION Q DECK FOUNDATION ID .. 318'DIA.x3'GALV.LAG • • SCREWS AT IS'C/C STAGGERED- FLASHING - NOTE-MIN.1-12'EDGE . DISTANCE REQUIRED 3/4'x 3.12'(MIN)CONTINUOUS • 1!4.20x6'HWH'BLAZER'SD5TEK - - SOUR SHIM . SCREWS WITH WASHERS M36"C/G • (") HANGER TAB 11-02091 -�/ HANGER TAB(1-0209) t g #8z 12'TEK SCREWS®EACH #Bx 12'TEK SCREWS SILICONE SEALANT SILICONE SEALANT co• GANGING OONT&EACH BIDE I-BEAM ME TO IDE AV HEADER 4 #8 x Ire1-BEAM EK WS, ` / o FROM&BACK I-BEAM INTOAVHEADERMM (2)#NTO I-SBEAM CONNECTING UIMT t2`TEK SCREWS,��3nLumwlr O 3'SUPER FOAM ROOF PANEL PANELS BOTH SIDES, �(--B!itie aillit) (2)INTO I-BEAM CONNECTING - aco V TOP&BOTTOM Aim)(11(mmr PANELS BOTH SIDES, Z } ... SILICONE SEALANT IyI� �•,,,� TOP&BOTTOM _ 4 P, #Bx12'TEK SCREWS • (` 6MAX�� Y m a V g (2)AT EACH 4BEAM - / IW 00 W (TOP&BOTTOM) mea - 3'SUPER FOAM 3'SUPER FOAM �[ AV HEADER ARM ROOF PANEL ROOF PANEL Y 0 (1.0214) • a2J C) #8 x 12'TEK SCREWS 3'PANEL HANGER I1-0210 �1 3'PANEL HANGER[10210]• i 8 • `r ti ' ,;t?i(iiii:;:.. , • moi 21 AT EACH I-BFAh1 All ILO b. HOF4 • E 3'FASCIA A (HAT EACH END OF (2)106 NAILS©16'C/C STAGGER . - #. �� w 11-02381 1Y OVERHANG(MAX) HEADER SUPPORT• � � �� -- AV HEADER �i (2)1.3/4'x11.718'MICRCUAM o JAMES A ' SUPPORT(t-2079) • (2)SINIPSON ACE4 POST CAPS RIDGE BEAM CLANCY • #10zYTEKSCREWS - MASTER FRAME 4x4 RIDGE SUPPORT POST CIVIL m m AT EACH END&18'C!C • HEAD 11-01010) • r ii • SECTION THROUGH MASTER FRAME&HEADER . SECTION THROUGH 3 SUPER FOAM ROOF&PANEL ) ,IVR,.N7t 4 m S CONNECTION Q 3"SUPER FOAM ROOF • HANGER ASSEMBLY CONNECTION @ RIDGE BEAM • �' DATE y" - 1(10/18 - JAM S A CLANCY P.E.LS. DRAWN. RDN m I xMA PROFESSIONAL ENGINEER (MA LIG.#46775) SCALE 601ASBURYAVENUE . • 112'•1'-0' . - NATIONAL PARK,NJ 06063 • SHEET 5 PH.#866.853-7308 6 OF 5 Rio - 15 - 0016ck § 5\78569 techno=War r fl1 f Of Connecticut 766 Marlon Road P:203.7719900 V) Cheshire,CT. 06010 syh4ettetnonp,mm WORK SITE SHEET DATE:10/22/2018 Great Day Improvements,LLC Delivery Address 500 Myles Standish Blvd. Ritcher Taunton,Ma 02780 15 Willie Bray Rd Yarmouth,Ma Type of project:Sunroom Oty Category Galy. Black J Fixed H. Adj.H Ext. 7 P2-8G X 6x6 Installer:❑ Michel ❑ Sylvain ❑ Cody 0 Keven 0 Dave B'Ftchard SKETCH OF WORKSITE I I — _ i I _ � int MAPPING OF POSTS # I PSI Depth I #Type I Bearing # I PSI I Depth I #Type 1 Bearing 1 1000 6'-0" P2-8G1 2 1000 6'-0' P2-8G (56541bs 3 1000 6'-0" P2-BG 56541bs 4 1000 6'-0" P2-8G 56541bs 5 1000 61-0" P2-8G 56541bs 6 1500 6'-0" P2-80 91681bs I 7 1000 6'-0" P2-80 56541bs Signature of I stellar: nc71r c-e\eaSa- ea-"nick - urr1-1 q/aiI17; It V/iy1/% OAA . // 9/zs/r1 ONE & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department 1146 Route 28, South Yarmouth,MA 02664-4492 • 508-398-2231 ext. 1261 Fax 508-398-0836 D Massachusetts State Building Code,780 CMR 11 t Building Permit Application To Construct,Repair,Renovate Or Demolish a One-or No-Family Dwelling Ni T 2 2018 . •Thi9$CCY nn FOr OiIiS1 USC Only rai,iiniur nK PApT RA c NT Building Permit Number,....4c-19-(0/452..c Date Applle . ' _BY: _ T_ suiidmgOfficial(PnntName) signature .. .:;-. Date SECTION 1:S1'IT INFORMATION 1.1 Pro a Address:. 1.2 Assessors Map Parcel Numbers fs``Yui/nt "ay L/ • ,5, /4 l.la Is this an accepted street?yeskV--no . Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provid Required Provided i 2-7-- yeV a 95' 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Informs on: 1.8 Sewage Disposal System: — Public U Private l7 Zone: Outside Flood Zone?Check if XesU Municipal U On site disposal system U SECTION2d:PROPERTY QWNnrIP' 2.1 pwnert oftio %ec. i. a- 2c r V,492Orme.-/woo `/11/ 1 es-2173-- Name(Print)lver City,State,ZIP - // N/o- d'7/,G ver--t' / so a- ZZ/frzf 4 r,chkr'2 e t-A.11. 0r) Street ✓ Telephone Email Address L/ SECTION 3l DESCRIPTION'OF PROPOSED!QM!(check,all that apply), , New Construction 0 Existing Building U Owner-Occupied U Repairs(s) U Alteration(s) U Addition ni Demolition 0 Accessory Bldg.0 Number of Units_ Other O Specify: Brief Description of Proposed Wore: -. re, X lLCltini/ir rc-r. 3 —.£-a.+.rtr., psi i-rbrr, O -e-Xicr 1 i 7&e /'-ce.r A,c -9-1...e /tom< O 1:111:50,: . :.;,SECTION4i EST1(MATED CONSTIWCII(IN COSTS Item Estimated Costs 'OMtai 1iJse Ontyt x• (Labor and Materials) „;-.",---;,:,-.I y, Crn0', c-,(1..,0 ,' 1.Building $ gf _2_f ^'1.Butldmn PermitFee:$�°1- tndtcate how fee is Bete lmned; 2.Electrical $ :!Standard Clty/Tow¢APpkcaukif t. "6.4.*..: :,,t-r.-,..,Ys rs ' d Total Project Costs miilttpher it, 3.Plumbing $ 2 OthetFees. $ 0D 4.Mechanical (HVAC) $ Lrsr Y ' , ” ,"`k r7 ; 5.Mechanical (Fire Suppression) $ T0ta1M1Fees $ ,/ Checkue,' Check Amo ,,, 6.Total Project Cost $ 7 • Y5 A i /-' i �-��! fSPatfliaFull e .!}..... „ _ ., �65 SEP 12 2018 ;, -lift UILDI eG PA-TM NT • • 1 - SECTION S:.CONSTRUCTION SERVICES '5.1 Construction Supervisor License(CSL) O Q.1 q�S- r3t y .7 ISA-o e# -ra to .ns' . Licen/se ?Number Ex(ua on Date Name of CSL ll.older + �j9�//'/ ,�i��� s, �(.if��►•'d/f/-dri01 �i'Y�� List CSL Type(see below) (/( No.and Type , .,' - Description �Cut�+��/ti g Oo�'1 U Unrestricted(Buildings up to 35,000 cur.ft) R Restricted 18c2 Family Dwelling City/Town,State,ZIP M Masonry • RC Roofing Covering WS Window and Siding �0 Z/Q f l • SF Solid Fuel Burning Appliances ,S Aid; e <nrawn I Insulation Telephone Email ad s •Certs D Demolition 5.2 Registered Home Improvement Contractor(HIC) to m > • - HICRegistration �/� �n HIC Company N e or HI t e_' Neale/sir/ HIC�R.e-gistration NumbererExpiration Date cat)at) /Pt P 4 . / 4astn e9/•2dCY6%// wrOu nfik (Dm Ned S ,��dd y� '/ gi Pfln ai f d /,�_�LZ)—/qGZ Email die City/Town,State,ZIP 111 Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVTT(M.G.L.c.152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Is ce of the building permit Signed Affidavit Attached? Yes No O SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN : OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize to act beh ,inn all matters relative to work authorized by this building permit application. t i /111^ Print ,., gray Name(Electronic Signature) ate • • SECTION76: OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. T..,Sl`Gr,Y,nX Vifr y t Ow is• Authorized Agent's Name(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.eov/oca Information on the Construction Supervisor License can be found at www,mass.Eov/dos 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for'Total Project Cost" • o1'YRR TOWN OF YARMOUTH �' pro BUILDING DEPARTMENT F .moi H 1146 Route 28,South Yarmouth,MA 02664 508-398-2231 ext. 1261 Fax 508-398-0836 BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Chapter 40, Section 54 and 780 CMR, Chapter 1, Section 111.5, I hereby certify that the debris resulting from the proposed work/demolition to be 5 conducted at / [44/J't 7.&/. Work Address./ Is to be disposed of at the following location: C !lr,��.-/ 1,/ ,,/ &A ir/ Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. 7// -Oil 'Signa re of Application Date Permit No. n d Massachusetts Department'of PublicSafety � 1 Board of Building Regulations and Standards License: CS-094925 x Construction Supervisor , .}_'„, ki ROBERT A GUENARD X{ ' i PATB®URE` STANEW FJ 'x `: (ENCLOSURES• WINDOWSraca t GREAT DAY , 51• . HILL STREET• r.f ll s' of M wi .k 1. a �,' IMPROVIMsets,o,.c• '" •""-"'°'°•'""° , NORTON MA 02166_:, '• r l$s b01 =. `Improving Everything We Touch." , • greatdaylmprovements.com Mzz CA_:-. Expiration: patioenclosures.com I stanekwlndows.com . Commissioner • 09/03/3MS I , r Re°A0_ , • Ws i -/ / / I 0 4 '/I i f -•' -sriot � • Office of Consumer Affairs and Business Regulation t =: ' ;,,� 10 Park Plaza- Suite 5170 • BOston, Maseusetts 02116 • • Home Improvemegiractor Registration �._ ,. Type: Supplement Card s_�. 1 Registration: 168562 GREAT DAY IMPROVEMENTS, 7:"-4,..1, _ Expiration: 03/07/2019 500 Myles Standish Blvd , Taunton, MA 02780 - l `r---:.1.-4... a 0 • ' V' Q Sig lam' Update Address and return card. Mark reason for change. -SOU 0 20M•05n1 O Address 0 Renewal 0 Employment O Lost Card � j� /,� e TpownoQuuea o7C�y.[ iJap£rra c -.JeedS tt*exjij trot,{ valid for foundiritul use rn to: ly �y Office of consumer Affairs&Business Regulattp� d hefOre'the exsutrafioh date. If found return to: 1. ' HOME IMPROVEMENT CONTRACTOR, •} I.' .Office of Consumer Affairs and Business Regulatiod z sm'rypE:Suppiemeni Card , 10 Park Plaza-Suite 5170 . ' ,f.? .... . stratlorl gxclratlon • '.� # Boston,MA 02116 hl i6�56L 03/07/2019. ..• 1 .,, GREAT DAY I P O E EFTS, LLC.. k • BOB GUENAR A - Ii 160 Greentree D€ a _de I 1 r% Dover,PE 19904vrL�',i ' Undersecretary Not valid without signature - J • r ' cf:Y&k TOWN OF YARMOUTH HEALTH DEPARTMENT 1.c PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: Building Site Location: /Se AA /1/2 n/77 Re/ Proposed Improvement: //X/f r cce-,rc,n cCA#60?'e . .Okll4 rear eAnF o'er Scant **J r 4 / �f NQ O I-�e ! Applicant: ,.4 cri�/_osynenr.A/ 74-• i %nr,rcA Tel. No.(5 )�LZ � Address: St«�� ✓h gir// /.r ern pig �7fo Date Filed: /�/r •'If you would like e-mail notification of sign off please provide e-mail address: Owner Name: S� Zed/der Owner Address: /C A Owner Tel. No.: 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: DATE: V —1 C PLEASE NOTE COMMENTS/CONDITIONS: Lec reSc i h Fro‘t- 2 /A33 • YARMOUTH WATER DIVISION 99 BUCK ISLAND ROAD WEST YARMOUTH, MA 02673 PH.: 508.771.7921 FAX: 508-771-7998 BUILDING PERMIT APPLICATION . DEPARTMENTAL SIGN OFF TRANSMITTAL SHEET • Bldg. Site Location /624)01e Ora y ,&p Proposed Imprprovementt:T cre(nrem Applicant: 6 -€ Z .Z ,-' ntw ) ,n72. Address/,�`i/Jlord/ � Tel. , /Sd�/ �/' >j?Z_ /ga Date Filed: S'/,f'��' RESIDENTIAL AND / OR COMMERCIAL BUILDING U't' t e:-: nes Cor:ip,iance or Vater Aaailabdiy and or Ex sting Locator Engineering Department: Determines Compliance for Parking and Drainage Conservation Commission: Determines Compliance to Wetlands Acts; i.e. If Lot(s) Border any Type of Wetlands, Streams, Ponds, Rivers, Ocean, Bogs, Bays, Marshland, Etc Heath Department: • Determines Compliance to State and Town Regulations, i.e., Requirements for Septage Disposal and other Public Health Activities D0 ati Determ n i p res Co p a^ce to State and Ton Rcgv•cele^;; r:Jr c,:-s,;,a .24 �` • FA- /7 • PLEASE NOTE: COMMENTS: • r� r /T X /d/ r sal //",Th'non an / • • //bC8-1%�a , Reviewe Water Division Date /�/ • The Commonwealth ofMassachusetts • 1F== / Department ofIndustrial Accidents _11 == I Congress-Street,Suite 100 Boston,MA 02114-2017 www.mass.govldia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name(Business/Organizafonfnd{vidual): G R C AT wit y Z/7.,pgb✓CE,.,fj+l rs Address: Soo 11 YL C5 544A-k,,y(, �LvoK City/State/Zip: 7L Two 074 01710 Phone#: 50? - r12 2 — /96,G Are you an employer?Check the appropriate box: Type of project(required): 1.1:12a I am a employer with /O employees(fhll and/or part-time).• 7. 0 New construction 2.0 i em a sole proprietor or partnership and have no employees working for me in S. ❑Remodeling any capacity.No workers'comp.insurance required.] • 10 I am a homeowner doing ell work myself[No workers'comp.insurance required]t 9' El Demolition 4.0 I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 El Building addition ensure that all contractors either have workers'compensation insurance or are sole . 11.0 Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions s.[J ram a general contractor and I have hired the sub-contractors listed on the attached sheet. 13. repairs These sub-contractors have employees and have workers'camp.insurance./ ❑Roof • 6.0 We ere a corporation and its officers have exercised their right of exemption per Mete. 14., Other .Suit)!w•a 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box I/1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a now affidavit indicating such. /Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have • employees. If the subcontractors have employees,they must provide their workers'camp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy andjob site information. Insurance Company Name: UP OM �r 5, two, - p Policy#or Self-ins.Lic•##�: //--��/ &A "136. 11/yo Expiration Date: 0/ — 0�I/— to/ / Job Site Address:Ark/ i �� /BOJ City/State/Zip:� 1a0% a /0ja7L Attach a copy of the workers'compensa n policy declaration page(showingthe policy dumber and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby certiifyy er the pains and aloes of perjury that the information provided ahoy is Ira and correct. • Signature ' Date: , 7�F�� Phone#. r08 SLL—/ 9(0(0 Official use only. Do not write in this area,to be completed by city or town official • City or Town: • Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plwnbing Inspector 6.Other • Contact Person: Phone#: ,i--1"i GREATOS OP ID:WH ACORO' CERTIFICATE OF LIABILITY INSURANCE DA12/27/2017 j `� 12127/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the polity,certain(Jolicles may require an endotsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAMEACT Cindy Verhagen. Todd Associates,Inc. PHona A40-461-1107 FAx 440.446.0192 _ 23825 Commerce Park Suite A !AIC.No:Ern: (A/C.No11 Beachwood,OH 44122 E-MAIL UREsst cverhagen@toddassoclates.com Edward J,Hyland I INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Union Insurance Company 25844 INSURED Great Day Improvements,LLC INSURERB: Great Day Holdings;LLC - d/b/a Patio Enclosures INSURERCI . 700 E.Highland Road INSURER 0I _ NlaCedonia,OH 44056 INSURER E: INSURER Ft COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS.SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1LTR TYPE OF INSURANCE ADOL bum POLICY EFP POLICY EXP WETS WVD POLICY NUMBER (MMIDDTYYYY) (MMIDDIYYYY) A X COMMERCIALGENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE El OCCUR CPA4358288 01/01/2018 01101/2019 PREMSEs Ee OEccmrencai $ 500,000 $1,000 PD DED MED EXP(Any ens person) $ 5,000 — _ PERSONAL&ADV INJURY _ $ 1,000,000 GEN1.AGGREGATE LIMIT APPLIESIPER GENERAL AGGREGATE S 2,000,000 POLICY JEC IPI LCC PRODUCTS-COMP/OP AGO E 2,000,000 OTHER: s AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 _ (Ea accident) A X, ANY AUT° CAA4358289 01101/2078 01/01/2019 BODILY INJURY(per person) $ ALL OWNED —SCHEDULEDHgBODILY INJURY(Per accident) $ AUTOS _HIRED AUTOS • NON-OWNED PROPERTY DAMAGE $ _ AUTOS Peraccldenl _ $ UMBRELLA LIAB _ OCCUR EACH OCCURRENCE $ EXCESS LIAO CLAIMS-MADE AGGREGATE $ DEO RETENTION$ $ WORKERS COMPENSATION X STATUTE I ETµ ' AND EMPLOYERS'LIABILITY A ANYPROPRIETORIPARTNERIEXECUTNE Y/N CPA435828$-OH EL 01/01/2018 0110112019 EL.EACH ACCIDENT $ 1,000,000 A OFFICER/MEMBER ry In EXCLUDED? Q NIA WCA4361940.OTHER (Mandatory NH) EL.DISEASE-EA EMPLOYEES 1,000,000 Ilyyeea describeunder DESCRIPTION OFOPERATIONSb,Iaw E.L.DISEASE-PCLICYLIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may he attached I/mare space la required) CERTIFICATE HOLDER CANCELLATION ' FORINFI • SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE ForinformattonPur Purposes THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN P ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE psi., el 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD • l o TOWN OF YARMOUTH _ .„fl ' " 1146 ROUTE 28,SOUTH YARMOUTH, MA 026644451 " .fir Telephone(508)398-2231 Ext. 1292-Fax(508)398-0836 RECEIVED! OLD KING'S HIGHWAY HISTORIC DISTRICT COMMI EE AUG 2 1 2018 APPLICATION FOR YHrclwuulrt CERTIFICATE OF APPROPRIATENESS OLD KING'S HIGHWAY Application is hereby made for issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts of 1973 as amended,for proposed work as described below&on plans,drawings,photographs,&other supplemental info accompanying this application. PLEASE SUBMIT 4 copies OF SPEC SHEET(S), ELEVATIONS, PHOTOS,&SUPPLEMENTAL INFORMATION. Check All Categories That Apply: Indicate type of Building: Commercial /Residential 1) Exterior Building Construction: New Building ✓Addition Alterations Reroof Ruing/ED _Shed _Solar Panels Other: SEP 11 2018 2) Exterior Painting: _Siding _Shutters Doors Trim Other: 3) Signs/Billboards: New Sign _Change to Existing Sign TOWN CLERK SOUTH YARMOUTH, MA 4) Miscellaneous Structures: Fence Wall Flagpole Pool Other: Please type or print legibly: Rd/ Address of proposed/ lwork: /5 W/��iL,7A7ctq /Ccf Map/Lot# /`�+ l - /4 Owner(s): &rH 0-1 fa Jer/n, /Cl€ `J c Phone#: cag-aa/ "'$Say All applications must �'be�/submitted by� owner or accompanied by letter from owner approving submittal of application. Mailing address:L //s 44/,�/GG /3,-7 / Year built: Email: 3- .n 4rjGn/h a �i 4/rlt:�J) ed/r, Preferred notification method:o ✓ Phone Email Agent/contractor.. CyrVa 7L 07 Qr'Gr+�,rtr/r/1.�2Jyy�fn1 V / Jim, me- -....u-,t''Phone#: nr r of/�� Mailing Address: 5-00 /i[y4J ,� (atet 1 ,9/4rJ, 1,77-eat {TR O.Z 2rrr\ / Email�dyn e qc /. c flVehr r,Gam Preferred notification method: Phone L" Email Description of Proposed fork: �n 3 /� l f"X/t 3 €/l art 3a 5 u n•.ire.,_.. niNra-tsr.+�/ on -�'.c ;rZ 5 LAG . 7k� Jar of %One Signed(Owner or agent): <� _ Date: 9/108"D Owner/contractor/agent Is aware at a pe9/108"rmit is required from the Building Department(Check other departments,also.) S. If application is approved,approval is subject to a 10-day appeal period required by the Act > This certificate Is good for one year from approval date or upon date of expiration of Building Permit,whichever date shall be later. > All new construction will be subject to inspection by OKH.OKH-approved plans MUST be available on-site for framing&final inspections./Approved For Committee use only: V Approved Approved with Modifications _Denied Rcvd Date: g'3\--I g Reason for D: ial: / , I . Amount 4 b //�/� 's " , . . rr II 7 ,.7" cas �c #: 2910V Signed: /' �" ' r' SEP 10 2018 Rcvd by: MT41, I _ / - YARMOUTH 45 Days: /0---%"'"Si � " OLD KINGSHIGHWAY Kt Date Signed: 9/e/zol$ 1 APPLICATION#: I&-A/>91 AO rs Willie. Road • 0. la- ii' ~ sou ; \ WI s ¢ it< s W ix, ,DO'�� 1 .g %fig C. 1 v ,0 '�6 �� CEJ °� a CO nid CO ISI •� `, d ✓ II r g;oEw K 3 S m co `LLJ a ,"°irwo3 - 6 ••a k 'd z Z Z3 43$tom t !d d N �, IX Ll SI � � cmc o Q�Q "� 0 Cr cz ox ssoS •n` . o • $ OJ • t5 .4H . a U x N N N N N o xY O `g r.�l O Q a. en } pQ.� .�� oZ ` ` co ` in isi "Ml , asi �v' art'.w r ^ gi N U wn iv gin �.t/ r Cr on Y i Q� i s s'O B g v W aid mQ� wotQ� a==�} w u z� d rn� �lZi r m6 W w �r a : Q o ° In •N fott°z IS . r n n . ` I • o cc cn �F Q \ �o,S.Q of 6°aE� w �JJ �. . �I D 3 vlos �� =' o "?6• J 1 i ` o_ �s � `^ s o 'er<p� n • cc i = I ; ` y rw a .:' �"• o SSS rQp� s� n V _ Q-' `�N N is;Ow i �����Y7Y o044) : 4) •GI - t w v = �z St- 0 �1 w ' O V1 >s v O 8rt p Is ER V .154‘ ) ▪ S�i a N , r��ac�o° 6_ �—+ } ?tel m S %▪ •1-1 °a'0 va 5 •N ir 7 V1 O O 041 to 4-1 -- ,,._, �x • u � 3 ooh d. 00 5 • S c, 2tnp �� o ' 4z-, �ae> 6 C7 .�1 ' 0 0 t, r,o z6 si. n� � 1{ Q �'Y VAS NCO s•V1 �io� r , Ind .. ® �� b-'e• Ov o �%z a �-+ N Ii Details Page 1 of 1 . Licensee Details Demographic Information Full Name: ROBERT A GUENARD wner Name: License Address Information ity: Norton tate: MA ipcode: 02766 ountry: United States License Information license No: CS-094925 License Type: Construction Supervisor Profession: Building Licenses Date of Last Renewal: 9/5/2018 Issue Date: Expiration Date: 9/3/2020 License Status: Active Today's Date: 9/19/2018 Secondary License Type: Doing Business As: Status Change Reason: License Renewal Prerequisite Information I No Prerequisite Information http://elicense.chs.state.ma.us/Verification/Details.aspx?agency_id=1&license_id=283863& 9/19/2018 I 1 MORTGAGE INSPECTION PLAN Applicant Rid4ter Local y ; I (+'�sf�{ Lam. T TO BYLAySA REGULAR AUG 15 2018 \ti YARMO TH WATER DEPT DAT AUG 21118 y`' y HEALTHDEPT. Q-`� I OLD KING'S H YeArtiviuI HWAY k`.% toe/ 14/, tIN 7R�ry 15717. `4".• rC t Z i ` w deck- r 0 • ?, • 111 CCS C. MS9, �b go. _ —_-96:� 4 106 — deck- 12,q-J N shed . f story foe / "/ . toe tip , ' dllr�t �/ wt „P oo' APPROVE-17 • • SEP 10 2018 R a I LVED YARMOUTH SEP 1,1/f OLD KING'S HIGHWAY 112018 frip,u/P • TOWN , LE reV.4-29--14 a SOUTH Y• AR RK MA VARA • ��N OF lb Ref ' -° 3lood}?qnel: 250 0 J Co 5117T-1 3lood zone• X 13 rk” go 9 hereby cern�y that t is mortgage inspection was prepared for A • fl u(. .-i ,cli lire (tel ode CP.vrAs�savvrn�/s Sas�k� r�' The dwelling shown hereon do& twg•fall in a special3.EMA. flood zone • -A"or"Vt with an effective date of r1-16-14- and the location of the dwelling 4 Des conform .to the local zoning by-laws in effect at the time of Scale:l"= CO' construction with respect to horizontal dimensional setback requirements Date: 9-2&-/4' oris exempt from violation enforcementaction underMC.L Ch.40A,sect?. 3ileNo. 14--//99 Please note The structures shown on this mortgage inspection are shown approximate only.Rn instrument survey is necessary to determine a predce location ofstructures and property lines.'This mortgage inspection must not be used for recording purposes or for use in preparing deed descriptions and must not be used forvartance orbuilding department purposes.Verification of budding locations. properylinedimensions fences or lot configuration can only be accomplished by an accurate instrumentsurvey which may reflectdifferent information than what is shown hereon. NOTE THIS IS NOT A BOUNDARY SURVEY AND IS FOR MORTGAGE PURPOSES ONLY. COLONIAL LAND SURVEYING COMPANY, INC. 269 HANOVER STREET • HANOVER,MA 02339 • PHONE 781-826-7186 • FAX 781-82.6-4823 - COLONIALSURVEYCCMAIL.COM r 18 - 6091 a - 1 t • - RECEIVED RECEIVEb �A . • TEP 1 12018 AUG 21 2018 A to ymmo § copal 1 SOUTH ARMOU H MA OLD KING'S HIGHWAY OTH CO FELE �o $ DBL 1314'X 117/8'MICROLEAM PPROIt Li co �S WLRIDGE BEAM ^ w �v S a .-EL-1 " C'.'!.'�. T:11: _ r a:x ■' "rr SEP 10 2018 T �;L�a: : L r . spia.��j� T��r I�� Zr Til. T'r rot r .0 r T rrr• ' =r r r •r i=i. a .. ■TT •rr lmti _ YARMOUTH ■;��r rrr r. . I�. r T.+ r� ■ 111111,11;11.11_101r- jar ' % . r T r■iin' . OLD KING'S HIGHWAY ri - Lr�r� r r r MS NOM+ rr r r r r r rrr �r�rr rr�■rrr■■N 1ON g _1111 r NO "MA • rll- Jr rrr r r ONNOONNrrrrr r . +rrr 1111,979:11r r"�rr R .nr '- 1.1_141 'r I r i■r i�r _ rr rr TEMPERED GLASS WINGS E rrr r rr �� _ r_f� 12 ' I I 1 I I I )TI Y ( 11,...... m rr r! y � 'I� -�\��4TT. r • �ri rr3'SUPER FOAM ROOF W/SHINGLES o r Aar �r'I -- . � r; 'fir :_. - t rter�}■ rell TO MATCH EXISTING r ¢¢ art' r r . is / 1 b►-, .-,rrai.�rr�rTr ■rr 40i P `a 2 Z_7 MINIMUM DESIGN LOADS:(PER 2015 IRC)9TH EDITION ---- % % ! �— o _ - $ia _ TEMPERED GLASS WINDOWS J g, j ,$ �I ...... .. ..`' --" .,.... I... .i ( WI SCREENS '° SUNROOM CATEGORY II ))ER 2015 IRC R301.2.1.1.1 L®�� — •.:••• .. •: I ••❖.••• .• •..•.1lalp i &AAMA/NPEAINSA2100 _ ���, __ .a.. _ -- IM _ - — ::•::: i.•,:;::• t....., e. _I SNOW LOADS: �- E. 0' — ...o•.•o .....•o �.•..•.••. o.....•,'I — r,•...• .m.•.❖a Peei..:•••••:•:•:• .•' TEMPERED GLASS 1 GROUND SNOW LOAD 30 PSF -_-- •"••"' ' • .e '��'• �_..-_...____ TEMPERED ULTIMATE DESIGN WIND SPEED: 140 MPH,3 SEC, GUSTS -----25. 0 0 / Si ----- —— w -=-----=--i.- / r //r y ' OWN OF YARMOUTH 0 Q co --- ' -- — D FORBUI DING NDZONING CODE COMP I- aLIVE LOADS: I _• A)C RRORS OR OMISSIONS DO NOT RELIEVE THE w -;n :�1Y,� ,'1'�N1'i::.\..,, ..i,L�,{.f.\ t���'l�l.• ;i�/.♦ ly\{sl.}••:1 _Vlia {. ]L. } 1. OOF'20 PSF ='- 1..1.. :.y .,.. •.}; '�r ,,ts. I-" +,•; .: ;I I'/: :;;:% malls:., ,•,_;. ;.,,:1 �;;, ;,, :'r.:;'. : i; ..<._,....� :.. . .APP1IG:NT FROM THE RESPONSIBILITY OF'AS BUILT' Z � g 2. FLOOR:40 PSF ;' 1. ' COMPLI NCE. I o_ DATE:9""etf'/8' .. 2:2 `.-.1' 'S 6 NOTE:THIS ENCLOSURE IS NOT TO BE CONDITIONED EXISTING DECK ��` 8 OR USED AS A PERMANENT LIVING AREA. NEW CONCRETE BUILDING OFFICIAL o2) -§ 0 g CC NOTES: PIER FOOTERS L J L_J L J I • ,r, •- CC 1.ALLVIEW(AVI)ROOM;WHITE IN COLOR L 216 P�.0 or i' 2. CONSTRUCT ENCLOSURE ON EXISTING DECK , 'c.. 3. NO HEAT OR ELECTRICAL BY GDI ELEVATION-"B"WALL 02 JAMES A CLANCY - co 4.ALL CONCRETE TO BE 3000 PSI MINIMUM o CIVIL N 5. ALL LUMBER TO BE SPF#2 OR BETTER, PRESSURE ' •kloi 0• r"" 5/ Q \� aTREATED WHERE REQUIRED �6, WHERE REQUIRED, METALS IN CONTACT WITH PRESSURE G E@ZOMED ` 1 TE Ina. i TREATED LUMBER MUST BE ADEQUATELY PROTECTED. AUG 1 5 2018 7. ROOM CONSIDERED AS NON-CONDITIONED SPACE, S�kAna IAA:. JAME A.CLANCY P.E.,LS. EXEMPT FROM ENERGY REQUIREMENTS DEPT. MA PROFESSIONAL ENGINEER ( LIC.046775) DRAWNRON 1° HEALTH DE, T SCALLE PER 2015 IRC SECTION N1102.1,NOTE 2 601 ASBURYAVENUE ( ) . NATIONAL PARK,NJ.06063 1/4"-P-0 PH.11856-853-7308 SHEET toFfi . 18 - A097 I • • • i • _ I RECEIVED R�lVEL' �AI SEP 1 12018 AUG 21 2018 `y TOWN CLERK YHHMOUTH SOUTH Vtii o",OUTH, MA OLD KING'S_H1GHUygy 0� APPS®!!E sum F—° a SEP 10 2018 QW a YARMOUTH TEMPERED GLASS TEMPERED GLASS OLD KING'S HIGHWgy DOOR W/SCREEN DOOR W/SCREEN 3'SUPER FOAM ROOF W/SHINGLES 7 SUPER FOAM ROOF WI SHINGLES DORMER TO MATCH EXISTt1G TO MATCH EXISTING NEW DORMER 0 i I III r �y� �_ . .i, . i' i "� i i 1 i i i i , l avidYi3 ,��iliir111Z1iYdf -- b rrrrrrrrrrrrrrrrrrrrrrrrrrrrr► — _` �r��lty���t��►J"���{����r�{�� yy�� rrrrrrrrrrrra•rrr`rirr-rrrrrrrr� --- _ ON ME -.. W. ri+1�" + iriami �1 Memare�LS� r r r r Ila r ���iY�1iL71K' __ -_�_— Q o O TEMPERED GLASS WINDOW " - co V_.. ****:+:*• i. .•i i♦•�i•D•di W/SCREEN 0 i 000:•:•:•:•••• •�•D♦'O •i*):4•:•:•.**:::', •4♦ '.�• •i /� __- o F- _�__- _-._ '♦;•.•♦•:.•••♦4:• It::::::::::::::.:÷:. ♦♦ �• ♦,• i TEMPERED GLASS WINDOW! ♦••••:••♦.O .• :4••••♦. .-...._..._.-._ o to _.-_._ `_ •p ..:. ••1'OJ. �.••:'.:•. 0•. W/SCREEN �••••••••...r, •OJ.OPO..p• -_..._ ..•..%♦•i i•i0• Y♦O•♦r•v••.•i i :1 :A i •r•V'•'i••i'. r • i•O.en.I �•. Di•O•i 1••�P•�•.i•♦%•�•� Ni•i0••S ii0•1i .••••••••iV•OiS _____LT—.-- _-. 0•• ••••:OP• •i:::d•♦O•.oSl •:**:•:4):::::::! •..♦•.•• •.••...••.. 'd.0 i•OOiiO♦O •••:44+:+:440,! TEMPERED GUtSS ••••.•••••i ••• ••• •• • ♦ •i••i ♦•iJi KNEEWALL ii 0 •• .OP �$:::::::4:•:+:•: •:....................♦ ♦♦• ♦• O•.p•• •••�t iii••••• ♦ . ammaiii o __......... ....:,..••••...._.••.i ignial . . # # Igiiiiiiiiiiiiiii:§ , 0 , -_-__.__--_--., Q El i -S —•--- ��impu TEMPERED GLASS - ;;.; . ,,; ..:...{ -c § co 5:;(rt,,'�;Ji •aiy� '�a a';:�iT. ` EXISTING DECK KNEI • 1 ),r.e^ .. .. .. r 111 >_ f' I I CUSTOMER TO MOVE EXISTING DECK I 1- 9g (2)- co A STEPS TO DOOR 1 1 ��NEWCONCRETE NEW CONCRETE — I eel 0 I L I PER FOOTERS PER FOOTERS L_J L_ I r 1H OF fAgs CO >" g 156' - - 167 IC ? ♦; ELEVATION-"A"WALL ELEVATION-"C'WALL o? JAMES �, CLAN• t m of CIVI �� r o. • • 75 �1 1 3 Is ¶t•7.J- ; DATE 4 7110111 JAME A, CY P.E.,L.S. DRAWN MA••• SSLONAL ENGINEER M.#46775) SCALE PDN n 601A"'" -#AVENUE VC=1ra NATIONAL PARK,NJ.06063 SHEET PH.1656-053-7306 2 OF 6 18 - A091 • vl . APPROVE • SEP 10 2018 RECEIVE--?SAI • RECEIVED YARMOUTH AUG Z 1 2018 OLD KINGS HIGHWAY to SEP 1 12018 SUBFLOOR/DECKING OLD YARMOUTH r1 Lu Lu 2 1 2x10 JOISTS @18'C/C KING'SHIG TOWN CLERK Hw�.� O(/) EXISTING 2x10 LEDGER BOARD WIIJ7 DIA.LAG SCREWS SOUTH YARMOUTH, MA DBL.2x10 RIM JOIST I_Q WI 1-117 MIN.THREAD ENGAGEMENT INTO EXISTING a. � � SIMPPOSBCA C° F STRUCTURE @ 18'CIC STAGGERED(ADD AS REQUIRED) ��SIM POST CAP V U3 i // �/ / / /, 4x4 SUPPORTTT a W 6 j �!// /fit // / %/� / /' "E/XISTING S ............= POST BASE GRADE EXISTING CONCEALED FLANGE JOIST `I 4N1'. ) HANGERS(SIMPSON HUC210-2 OR EQUAL) ADD AS REQUIRED @€ACH END % �{ EXISTING JOIST HANGERS(SIMPSON LUS210 T Z y OR EQUAL)ADD AS REQUIRED @ EACH END - 84' 1 �j� CONCRETE O ii 4.^ .\ D PIER FOOTER p m Z A/ IN SONOTUBE pp z EXISTING 2x10 JOIST @ 16'VC 0 /^\ `` EXISTING STEPS • /� iX f. 1 166' �� T IN FROCUSTOMERTOMOVENT OF DOOR NEW 4x4 POST ON 12' SEE PLAN DIA.x 48'DEEP CONCRETE 84" SECTION FOOTERS(TOTAL OF 3) SECTION A-A EXISTING STEPS rt In g SCALE 1@'=1'-0" Q N ADD 2x10TOCREATE A 0 DBL2x10 RIM JOIST Ly co V • EXISTING 4x4 POST ON 17DIA.x48'DEEP'' A ► W m 2 2 i CONCRETE PIER FOOTERS(TOTAL OF 4) - FEW = DD c 108' .-. 108' ADD 2x10 TO CREATE F— 0 1 DBL 2x10 RIM JOIST 216' • u) DECK PLAN ..•y CO ›- • SCALE;114m=11-cr ��*�H OF Mgs44 yG 'ft, JAMES A N CIANCY m CIVIL rn I \ N . 5 \‘;) 0 a - l& IJ_u_'..), ' tE ' - L'1 V 7na1e JAMES .• NCY P.E.,LS. DRAWN MA PROFESSIONAL ENGINEER (MA LIC.846775) sopaRDN a 601 ASBURY AVENUE AS NOTED NATIONAL PARK NJ.G8063 SHEET - PH.I/856-853-7306 8 OF 6 g 18 - A091 P A SEP 10 2018 AUG 21 2018 YARMOUTH ® "I y cr OL• D K NG S HIGHWAY 1 OLD K/ARMUUTH NGSHIGHWA? Oo 2x8 RIDGE BOARD VCE ! RECEIVED Npi SW >s NEW DORMER WI 2x80 RAFTERS 83 - 16'C)C WH2'ROOF SHEATHIN MIN.1x10 VALLEY BOARD 1 1 2018 &ROOF SHINGLES SEP / / // 24 DORMER RAFTERS®16'C/C 7/2/ / .� �/ / / /// SOUTH YARMOU ToVVN K/ /j Tf►, MA i G 41 EXISTING 171 r i •rig Y „ y T4� atthe. w,y iYx •A • ai f?f ,, �t,,, ,, ,,....,....7.„,,,• a. O Q 3'SUPERFOAMROOFPANELS �;x `3�', {��pp T. , 3F,`•,i�r t 't y'HT�' t ,.d� ��`"�.p' i.;.. ,!� Up m p ap j t Lk e% r a a.ty+'•T ..%4 )• t +� as ., ♦ - try'%.r �++' t r}x a I,.j�!�r x'' ��'�i .7 O NW c+b mis 4s, t .14iQ' •�yr� iI\ r+r .i ''� r i f 3 y :ti:I, A LINE OF ENCLOSURE § I- 311-BEAMS F !Y`}n d , M . %v aitman k'�`v 2 4 4 lit?kmr ' +• ° WALLS BELOW i! f 4 l tj d v lt . `r 'a xj JI x 4 11 �E:E ■� • r 3 z t ■=���=■=�aa rtcA } + 'r 2 ,UZ .: 1� t _a iVDBL1314'x117(8'MICROLIAM RIDGE BEAM rr r7+ f y ■rte✓•n ■mom ■•' �a4 S f ��� .�=■■Tf■■. 174• i $ , r. l•id fi ■__r_•aMG� Hila uJ tto St i t f .4•a. ■ r a_ ■1 2 O N '� �;. v"ay ap.. ,+ Vali v `f .A�S;��-.��_,� �_��_li�' SHINGLES TO MATCHEXISTNG U Q O a� a_ ■ice ■ " ■ CO v 5'y. aT ii -0,4 l r +YG� e::� mom ��a�.�.� p' 1hx C rv• y iyyx-yri. !_� a♦ ' h��eal� .1� t�Ati� O f2 E g' 3 tx r a s S 2Gocoll y:� N i.s �- —maga ma=VASffi co —emirs—Mos—elella—mlare—= -_t.G—=mi—= i—_■ia—Mee -Ne■r,rrat_aGt■■m_w■ ■'gg■- ■-r-■■ ■ ■o. ■■r■ i ■ r, ot1 UO ■i��aitr= G =i �S—J s.- tafpi3ft =a te a . w r 240' 2� cy p JMES A GN jAA�CY a^, �ROOF PLAN 49; +' • Ac ^,7 . �' a �.ifiTE . b DA 77/10/137/10/1316 JA • A CLANCY. .P.E,LS,/ • MA PROFESSIONAL ENGINEER (MA MC.346775) scALE RDN it 601 ASBURY AVENUE 1N'ill Y-0' ' NATIONAL PARK,NJ.08063 SHEET PH.it 856.653.7306 4 OF 8 :18 ), A © -1 RECEIVED APP 8--D SEP 112018 SEP 10 2018 TOWN CLErK YARMOUTH AUG 2 1 2018rI SOUTH YARMOUTHMA 1/4"DIAGALV.LAG SCREWS (3)110x3/4'TEKSCREWSPERSiDE OLD KING'SHIGHWgy OLDKING'SHSTAGGERED 4!18'CIC,PROVIDE ATTACHING BRACKET TO E.R.WALL POSTMASTER FRAME JAMB(1-01038)MIN.1-V2'THREAD ENGAGEMENT ANCHORING NOTES: 110 x 2'COATED MASTER-GRIPINTO STRUCTURAL FRAMING POST CAP I1-2057) 3/8'DIA ANCHOR BOLTS WOOD SCREWS AT TOP,(ADDBLOCKINGASREQUIRED) (2)18x1'TEKSCREWS 3-1/2'GALV.LONGLAG BOTTOM,1/3UPd1/3DORM 5$ATTACHING POST TOSAJ. g ySlRTpyyppry� MASTERFRAMEJAMB7 WALL EXPANDER h-02031 BOTH SIDES LONG POWERS WEDGE i 18 z 112'TEM SCREWS ATTOP, MASTER FRAME BOLT INTO CONCRETE OM BOTTOM,1/3rd UP 1.1/3rd DOWN \ JAMB 11-010381 ..„,,,t,.., a4IIIIINIMMal, ':tag- MI -\p ___ n..� —•I� FLOOR EXPANDER . (1-20561 FLOOR EXPANDER FLOOR EXPANDER(1-20581 ilA, FLOOR EXPANDER AV WALL POST SUPPORT MASTER FRAME (1-2058) g 11.2058) BRACKET 11-20531 JAMB 11-01030) al 1 1 MASTER FRAME JAMB 11-0103BI AV GANGING POST AV E.R WALL POST 11.20821 (1.2049) /8 x 1'TEK SCREWS AT TOP, 4x4 WOOD POST A BOTTOM,1/3rd UP,&1/3rd DOWN.PLAN 'lid PLAN VIEW OF MASTER FRAME JAMB PLAN VIEW OF MASTER FRAME JAMBS PLAN VIEW OF MASTER FRAME JAMBS g 2 CONNECTION EXISTING WALL CONNECTION AV E.R.WALL POST CONNECTION It 4x4 WOOD POST 0 p 1 I MASTER FLOOR EXPANDER JAMB-01ME CC in 03 18 x 1/2'TEK SCREWS IR FLOOR 11-20561 EXPANDER(2)®1x3 TUBE,FRONT&BACK p 3/8'DIA ANCHOR BOLTSIli! 2.5ANCHORING NOTES: 'ANGLE BRACKET(6.2108A1 I MASTER FRAME 111 ›•- - t 3-1/CG4LV.LONG LAG POST CAP 11-20511 /Bx12'TEK �18 SILL 11-010281 a,cc tr ti SCREWS INTO WOCq T • 1x3 TUBE 11-02081 p, I W m Q p LONG POWERS WEDGE R �• x �+- P is BOLT INTO CONCRETE. I 7C!, F– p AV1-LITE MALE (I ...i -, S$ AV SD CORNER �'/ ��1_ [1.2088AI �, TEMPERED ed § 0 POST 11.20711 /► 1_._r1� _ I1 GLAZING STOP INSULATED GLASS rZ mmeneeeemmemEm AV CORNER POST ��:��� 122005) E COVER(l-2081) MASTER FRAME JAMB(1-0103B) CO } 18 x 1'TEK SCREWS AT TOP, I` FLOOR EXPANDER 11-20681 SECTION THROUGH MASTER FRAME SILL `��jN OF MgSSAc BOTTOM,113rd UP,61/3rd DOWN AVER WALL POST[1-20491 CONNECTION @ GLASS KNEEWALL o JAMES Y yG� (8)110x 3/4'TEK SCREWS 18x VT TEK SCREWS AT TOP,BOTTOM, ) _., co PER ANGLE BRACKET 1/3rd UP,R 1/3rd DOWN. o CIVIL rn PLAN VIEW OF MASTER FRAME JAMBS&AV E.R I t , 775 < 3 WALL POST CONNECTION it CORNER POST 1''�t'�!� ! 1•+'0 4' l ' \,! –n til} DATE m0ni 1 JAMES A. CY P. ,L.S. DRAWN MA PROFESSIONAL ENGINEER LIC.1467715) SCALE RN( e 601 ASBURY AVENUE I1121=P-0' NATIONAL PARK NJ.08063 SHEET PH.1856-853-7306 1 OF i • t1/V0)� 1• • I ARP ' vE \FTEtEllarl Aj SEP 10GLAZING STOPTEMPERED ZO IS -�12.20051 �IM 1JSULATEDGLASS AUG 21 2w 8MASTER FRAME DECK FOUNDATIONYARMOUTHIr (C SILL11-010281 f8x112'TEK22005i AV1•LITE OLDKING'SHIGHWgyYARMOUT18x12"TEKSCREWS DECK (2)°EACHGANGNG FEMALE JI-2087A1 O= (2)@EACH SCREWS FOUNDATION ON EACH SDE �1 �'1 TEMPERED OLD KING'S HICO I INSULATED GLASS ON EACH SEE II FLOOR EXPANDER I.rr.5�iiiiearearmoi 5!e'x518'ANG �lO• FRONT&BACK � 11-2056) 1 MCA WING C) $ FLOOR EXPANDER rciara , HORIZONTAL(1-20731 V 1i68x 12'TEK SCREWS �`Z E(1-205 018'GCf RECEIVEDFLASHING AV'H'BUPPORT 1 610x2'COATED MASTER-GRIP / 11 � [1-2080A1 / 18x?TEKSCREWSOSEP 1 1 2018 WOOD SCREWS,STAGGER MASTER 1T C/C ALONG AV'IF SUPPORT SCREWS®16'CICALONG ® { HEAD(1-0tOtq FLOOR EXPAER BETWEEN ` MO x 2'COATED MASTER-GRIP WOW TOWN CLERK ND SOUTH YARMOUTH, MA p SCREWS,STAGGER SCREWS°18'CIC > UNIT GANGN GS jut ALONG FLOOR EXPANDER SECTION THROUGH H&MASTER FRAME al $ BETWEEN UNIT GANGINGS HEAD CONNECTION @ GLASS WINGzd § 1 SECTION THROUGH MASTER FRAME SILL SECTION THROUGH GLASS KNEEWALL cg z CONNECTION @ DECK FOUNDATION CONNECTION C DECK FOUNDATION Li § 318'DIA x3'GALV. LAG SCREWS AT 16'CIC STAGGERED FLASHING NOTE-MIN.1-1/2'EDGE DISTANCE REQUIRED 314'x 3-1T(MIN.)CONTNWLJS 1M-20 x 5'HWH'93LAZER'SD5 TEK SOLD SHIM SCREWS WITH WASHERS @361GC HANGER TAB I-0209) GER TAB 71-02091 re rt ' A8FUTTEKSCREWS @EACH 18z112'TEKSCREWS SILICONE SEALANT n LS GANGING ON EACH SIDE (2)AT SAME SDE OF (4)08 z 12'TEK SCREWS, Al SILICONE SEALANT ^ N FRONT&BACK I-BEAM INTO AV HEADER ARM ( )08X12'TEKSCREWS, U a g (2)INTO I-BEAM CONNECTING SIDES, Y.■`W11111ll1if1�1, (2)NTO143EAM CONNECTING a 3'SUPER FOAM ROOF PANEL PANELS BOTH SIDES, t2 mMAIIIN; TOP&BOTTOM 4�lnnunuu11fil� / PANELSBOTHSNES Lx! r R I SILICONE SEALANT I ■1 ■ ! TOP&BOTTOM z 4 ti z 1Bz12'TEKSCREWS •�- �(Z)AT TEACHFBEWS 6MAX.X12— Still; s 03a. ° Dapg(TOP&BOTTOM ��� 3'SUPERFOAM 3'SUPERFOAMF- O,�. iTI AV(1-0214)DERARM ROOF PANEL 11 ROOF PANEL � ra O Al12'TEKSCREWS 3'PANEL HANGER[1-02101 W1 3'PANELHANGER 1-021 3'FASCIA `�' .. , R)AT EACH I-BEAM �! p, ( 01 IWIILI,. 4� I (1)AT EACH END CF (2)10dNAILS 1616'CICSTAGGEREDto 11-02381 12'OVERHANG(MAX) HEADER SUPPORT ���\ SVA(IF MA AV HEADER (2)SIMPSON ACE4 POST CAPS --at (2)1-3M'z 11-715'MICROWJ4 -x> 9Cy #10xTTEKSCREWS SUPPORT11-20791 RIDGE BEAM per' JAMES A GN • AT EACH END&18'gC MASTER FRAME 4x4 RIDGE SUPPORT POST < CLANCY co HEAD 11-0101q o • CIVIL u, No.46775 ,i i �'`1.•, A t„ Q/ " a SECTION THROUGH MASTER FRAME&HEADER SECTION THROUGH 3'SUPER FOAM ROOF&PANEL \.= C 1 13 $ It LSC is/# , , . i CONNECTION @ 3'SUPER FOAM ROOF HANGER ASSEMBLY CONNECTION @RIDGE BEAM 4o+ DATE f I 7110/18 JAMES ' ANCY P.E-,LS. DRAWN MA PROFESSIONAL ENGINEER(MA LIC.146775) SOALE RON ■ 601 ASBURY AVENUE t t2'=1'0 NATIONAL PARK,NJ.08063 SHEET 66 PH.1858-853-7306 I OF 1 P l .18 - A097