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HomeMy WebLinkAboutBLD-19-4037t 54. - - 0 / " Pilot holes for �� manufacturing purposes Load Tables, Technical Data and Ins#allation Instructions �R,, "s'.. 1"Typ. / . .;"� (Do not install bolts) � _ LTS12 Base (TYP•) l"ongr 1" ve (MTS and . • ° Bottom B C 8 STRUCTURAL NOTES Sn� t Tr�1 tC r� ,�! t��n w HTS similar) Cap/ i. ALL CONSTRUCTION TO CONFORM TO THE MASSACHUSETTS ONE & TWO FAMILY DWELLING vv v TRUSS-PLY LY and Eve r-PLr Screws � e � ® Base CODE, 9TH EDITION, AND ALL APPLICABLE LOCAL REGULATIONS. CONTRACTOR TO REVIEW Truss-Ply Ali f'kNrxXll.�t'rT!!?f?{S, Erb+;,-tLtnrfiYitictstrta'Sod+d-Sr^w�rrLt�mtr L Se LOCAL REGULATIONS AND LOCAL SITE CONDITIONS WITH BUILDING OFFICIAL TO 1. FOOTING LAYOUT, GEOMETRY, AND ANCHORAGE: G4[!p•a1S`andaMS: t#z^*fr"t r:'Ca t� a1y C, L +h T �".=r�' '._' tlrrti dt i1 1 Post Flanges , DETERMINE ANY SPECIAL CONDITIONS REQUIRING ADDITIONAL REVIEW BY DESIGN A) FOOTING CENTERLINES SHALL BE CENTERED UNDER THE CENTER LiNES OF PROFESSIONALS. SUPPORTED COLUMNS. For Mtxe f'rxtsttrt Inic�rtrtnticn,�+ynl `#.:� r14 � BC60 Half Base B) BOTTOMS OF NEW FOOTINGS PLACED NEAR TO EXISTING FOOTINGS SHALL BE U.S. Paten!,. 5197 =a: ?.ir�i.+�t �^� .����.��0 (other similar) IL CONTRACTOR TO CONTACT ARCHITECT/ENGINEER TO COORDINATE SITE VISITS FOR PLACED AT OR BELOW A PLANE EXTENDING FROM THE BOTTOM OF THE EXISTING ;-, L ;00! ,,���° REVIEW OF THE ENGINEERED PORTIONS OF THE WORK, FOOTINGS AT A SLOPE OF 1 UNIT VERTICAL TO 2 UNITS HORIZ. DETAIL 7. CONCRETE PLACEMENT - DO NOT PLACE CONCRETE IN WATER OR ON FROZEN GROUND; 2V-6 =--r +-z°TMk& + k:'--• ® G� 1 1�T CONTRACTOR TO NOTIFY ENGINEER OF ANY PROPOSED DEVIATIONS FROM THE DETAILS DEWATER EXCAVATIONS AS REQUIRED TO PROVIDE DRY SUBGRADE WITHOUT CAUSING 5Q'r MkP-Ply screw SDWrruss-Pty �•-►� STRAP INSTALLATION SHOWN ON THESE DRAWINGS PRIOR TO PERFORMING THE WORK. FLOW OF FINE-GRAINED SOILS. THE BOTTOM OF ALL EXCAVATIONS SHALL BE TAMPED Installation: 1t/4 PRIOR TO PLACING CONCRETE - COMPACTION SHOULD NOT EXCEED NATURAL SOIL •>f,°t rr,«w .tt•t�sa ;t!•iftr°asr+aT~'r r,�kwr°t;tr„trr.�t=,tNftr-F t.,t4v. •i.~nt.:.,lNTS III. DESIGN LOADS AND DEFLECTIONS DENSITY. r, �hrut°! Tt r°,z• "'tr�I K!'` -Ivm* rh, -.%, �,"r� .t` ` 't' "'irt� °`n'�r t `'t� `' HTS20 DEAD LOADS 8. CURING -CURE ALL CONCRETE !N ACCORDANCE WITH SPECIFICATIONS LISTED ABOVE. ft'o 0,-t rw:,ItL ° . fryf-�+. , -% ,_, r ; r.:,r.�n� r:i�� h,i rip. tr” f tin I .. t- m,,iv1 cnr ;-tr f ACTUALW PROTECTION - PROTECT IN-PLACE FOUNDATIONS AND SLABS FROM FROST • Ptf->-tt~ n;) � r; x, y tacit tP�gtjrn�t �Lf,d �t :;�•rtti�, r�. i R. jl~Kt YIr cttv.� rv,: 11r, ro or to owrsd It rt,.or 4 f:_(7.t.�. %%I�nr n EIGHTS OF ALL PERMANENT STATIONARY CONSTRUCTION PENETRATION UNTIL THE m nl;,,t�ttttt rtt�t4rt� rF,rt°tr t + ",ter rte t,.f 1 for 2xs��AND FIXED EQUIPMENT. 15 POUNDS PER SQUARE FOOT (PSF) MAXIMUM (AVERAGE) L E PROJECT IS COMPLETE. 1 A6" for 4x's I. strap • r,. pt r•mrzz r1tx t t , l 1-r'`xt7 , --t= Vit. .4 r-"., (rrn rvir .i ,, „ AT FLOORS, 15 PSF MAXIMUM AT ROOFS. V. WOOD CONSTRUCTION: Zlvr�', tle, rla!p `�'ro a rTVfX, `tttr'ri'�'txt' o `S'' ` ch n0 t' s �`' ° ' r DESIGN UNIFORM LIVE LOADS ON FLOORS PSF=POUNDS PER SQUARE FOOT Notes to the Designer � � o r �rfuble 06ds vqe a "'',6�LIVING AREAS ( ) i,,t �v,�rtfrrtt..r-� .. td'€:•ttr t•t4trm ?5..k.-=.r ,:w btr,. •t t .140 PSF 1. ALL LAMINATED VENEER LUMBER (LVL) MEMBERS TO BE F63100SP AS MANUFACTURED ,* } f t„, 4 t �, �Mfi 1=` . } nal fin r SLEEPING ROOMS BY BOISE CASCADE OR APPROVED E ark. Jt.Dr! .r tr a-t�„��s°.}.,t,rr,,rt....rts��r.$,,,. f�irlt 30 PSF QUAL. BUILD UP LVL PLIES AS INDICATED IN TABLE ,�rr.•:1 1ff32'y.iy:t«�ttittf-y�r=fx,n to tsar” :,r,1r. ry,i FIDS; m STAIRS 40 PSF + BELOW. DO NOT DRILL HOLES THROUGH LVL FRAMING. t"rean Cr�*r!',�r �a.t�?purl n 1,rr,r: tF �; � a�.rarw � ,ter 'x L :,.Y1 :1 tf � Ot t ~ * Concealed c ® H 300 POUND LOAD ON TREADS 2. FASTENING - IN ACCORDANCE WITH DETAILS SHOWN HEREIN AND MSBC TABLE z k.R�vd> > ici;xt_ en t.at�s ar^* •;f "-rim �f d at k-xi r.# a.gti;_rrt f e,tur ,� firTr}�xx� ctr,v� r�+w r- : °' f,� t*raz-- Ttxsxf,. , . c , � Ttr%� T °5Yr' v, -I t�?,�.t� ttL. qx#, r�titf�r,�s_+t 4pf��x'�= y, I _�_ -, �;:°r- `�£-�•,Lr•,- x-�.��L;•a�-��`=��c� "_u�# � Flanges d' ATTIC FLOORS NO STORAGE 10 PSF 5602.3 1 , UNO. ALL FASTENERS IN CONTACT W/PRESSURE r� t f�5. Las:�:i tri �,;_r�.��„1 f:r a:��,:t,1M ��rKr•� r it,c• ��l.� t-n ".-.., -,, -� - �• ,-> k . . � :� , _. _ �: • � ( ) () TREATED LUMBER TO BE eniil-°r.5se, a t c 7' -" °"ie, 'r't' `S- �'-t' h`' `` 41 (r.DtJ11a0.7b1P (ATTIC STORAGE - WHERE HEIGHT >30") 20 PSF HOT-DIP GALVANIZED (G185 MIN.) OR STAINLESS STEEL. ° +.r f�,r}rm wnss ert a .t at v 'h. f* rea, rr� sci-'d _ r r b ; i.,t rrtr<,f.9.t- r r, ,.•�rrita=A�.Mt'• r'r#r,i=ta; 6 i* °{. ri ,tl.s,.- rr.:<f t ".z: . � ., tt••., K tt�=hrr tr; .tr, for Jrrt US. m DESIGN LOADS ON ROOF 3. STRUCTURAL CONNECTORS - PROVIDE PREFABRICATED ,t•s.�,.'+•..,,,, „i..;r*tf,t;�-fr..�r f,:rr,•.rrrr,t,:t.f�.:{ ® TE CONNECTION HARDWARE AS .- .�` ` y f t �s j rix "1 i'e!, i? , ,,,,f,}, , t}'; `"• } . O ,„ w. , n � , , ,• �� , • " ,., - ;, ,. 0 H&US clad - SNOW LOAD (YARMOUTH, MA 30 PSF GROUND SNOW MANUFACTURED BY SIMPSON STRONG-TIE OR APPROVED EQUAL FOR �._1t.r•� rcar.0 t:►_lf_. _ wKIt I ..,tiw-.. tf s,..-. � uwum. f...f. iL r•.., tfy i u.,c : t. efiterf ..,ti.., v,,cr a, o,_ n� rcrtxx 1_ i e (Y ) ( ) Q O CONNECTING ALL • fj,,�$�,� fi�i{1�) _� ` SOLID-SAWN AND ENGINEERED LUMBER MEMBERS THAT FRAME INTO THE SIDES OF d frf.�kmx,rm f �"t,wr <.r.�•i �. r� rs�--K r•fri nr;* dP:"+.i :�d" to �f;` d:;_;r mr„-;ts-r*; tori t}:.mr, n-n,t, ,r mr.-;1z.-.,� m.'• ,h�A i•;" a` f�,rras�, ,� , a c+t r P •e±f cxr =+L �t•,cE _, t C.c x�_r � x, WIND LOADS (YARMOUTH, MA Vult -140 EXPOSURE B SUPPORTS. REFER TO PLANS/DETAILS FOR HANGER SIZES. WHERE CONNECTORS ARE B ,(i: ) NOT SPECIFICALLY INDICATED ON DRAWINGS ,f ~ ° ��t N. FOUNDATIONS, SLABS ON GRADE, AND CON ,CONTRACTOR TO SUBMIT MANUFACTURER'S ©i�(TtU"�S-f'LY—f't�WaE�i Smear Lct�6 _ DF,, SPF, I IF Lumber 6LUS28 f1 CRETE WORK DATA ON PREFABRICATED CONNECTORS FOR ENGINEER'S APPROVAL. ALL CONNECTORS and 2x Tn��ss Loaded on Head Side � = , �- 1. BEARING CAPACITY - FOUNDATION DESIGN IS BASED ON A PRESUMPTIVE NET ALLOWABLE IN CONTACT WITH PRESSURE TREATED LUMBER TO BE "Z-MAX" GALVANIZED OR STAINLESS °~~ - �" "* 1 - F 2,000 POUNDS PER SQUARE FOOT. CONTRACTOR TO STEEL. ALL OTHER CONNECTORS TO BE "Z-MAX." GALV., MIN. crisp r RING CAPACITY O ~ • TO CONFIRM THE APPROPRIATENESS OF THIS BEARING CAPACITY WITH THE BUILDING 4. DO NOT DRILL HOLES THROUGH STRUCTURAL ELEMENTS EXCEPT AS ALLOWED BY CODE. " `s , !n..� f' i' ar•$ yt `# ,Sftatr p �B td d ,•., 'k4 OFFICIAL FOR ACTUAL SITE CONDITIONS AT BOTTOM OF FOOTINGS. ALL HOLES SUBJECT TO ENGINEER'S APPROVAL. DO NOT DRILL HOLES THROUGH 2. SOIL CONDITIONS - ALL FOOTINGS AND FOUNDATIONS SHALL BEAR ON UNDISTURBED STRUCTURAL POSTS AND BUILT-UP COLUMNS. *'t iCttt t •'!r " _ :: f6 1"*a 114 1 3 ? ®� 0 0 1� , NATURAL SOILS OR ON FILL MATERIALS DESIGNED BY A REGISTERED ENGINEER AND 5. PROVIDE SOLID BLOCKING AT ALL POSTS TO PROVIDE A CONTINUOUS LOAD PATH DOWN d:. 4"0 1 '' xr� 4T? ° ° TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING CODE AND TO THE ULTIMATE SUPPORT (FOUNDATION SILL PLATE OR SUPPORT MEMBER TYP . "r'a��2�*3`.F" �:'t�t':�".vv +°"°it ��ve 'Its 2xE d,.l+ 9•.""_.. ,...,........: .:. t� 0 n � � I , •) - fie t„� BUILDING OFFICIAL. DO NOT BUILD ON OR ADJACENT TO SOILS CONTAINING ROCKS 6. MISCELLANEOUS FRAMING - CONFORM TO MSBC CODE (780 CMR), PROVIDE ''4-TO ”' c "» b�'WT 1" �` li'1� '� X14 "''' 1-o' �'' 3 ' AND/OR BOULDERS THAT MAY ADVERSLY AFFECT UNIFORM FOUNDATION SETTLEMENT, SAWN LUMBER AT LOCATIONS WHERE INCIDENTAL, MISCELLANEOUS FRAMING IS 4-fr`, ° ;:' "' _ tt, 1 4'•i o•ICi Loaded on Head $ $" `'''t OR ON SOILS SHOWING EVIDENCE OF EXPANSIVE, COMPRESSIBLE, SHIFTING, OR OTHER REQUIRED FOR COMPLETION OF THE WORK. 1 r�rrr wneenC `r r"c,rr, {„R rm 'rmwr- fC1 14' tirrt2'T,th kxrf ars!2iot~: kxt.Pl-1�. Ci rt&, rrtt sf �tlty , u n 0°iQt1f•ttt•�1{10C�P intaliaiiarl UNSTABLE SOIL CHARACTERISTICS, OR WHERE THE SEASONAL HIGH GROUNDWATER SDU1l TRUSS-PLY —Al't�W[Shear LIs DF, SP', SQF, HF LUr3er.t'F u m 3�,6a o TABLE IS CLOSER TO FINISHED GRADE THAN 4-O . ENGINEER ASSUMES NO 2 m showing Char Span RESPONSIBILITY FOR DETERMING THE APPROPRIATENESS OF THE and 2x TrISS Loaded on P4�'Ini Side r� . ,; ., �' � �_ F7 7 m m EXISTING SITE SOILS OR ENGINEERED FILL MATERIALS FOR THE PROPOSED VI. STEEL CONSTRUCTION: t1.S1� _ > load H2.5A CONSTRUCTION, NOR DOES IT ASSUME RESPONSIBILITY FOR DAMAGES TO FOUNDATIONS 1. ALL NEW STEEL FRAMING TO BE MEET THE FOLLOWING STANDARDS: dYIr.t t H2.5AS5 similar AND OTHER BUILDING COMPONENTS CAUSED BY CONSTRUCTION ON UNSUITABLE SOILS • A. PIPE - ASTM A501 (36KS1, MIN.) H8 WHETHER OR NOT CONSTRUCTION ON SUCH MATERIALS WAS APPROVED BY THE B. PLATE - ASTM A36 (MIN.) f 4Q 1" i 1114 e- 3. CONCRETE - ALL CONCRETE SHALL HAVE C. TUBE - ASTM A500 GRADE B ' BUILDING OFFICIAL. `�ti �"" ` '� '°°"'� ORMALE WEIGHT AGGREGATE AND SHALL D. W-SH APES - ASTM A992 i;fix ..Sz a 4"s"': ` t t'•.e 1�f+ i` `til ORNAMENTAL — JOIST HANGER 2'h" HAVE MINIMUM 28-DAY COMPRESSIVE STRENGTHS AS FOLLOWS: E. BOLTS — ASTM A307 (MIN.) ° d }tg d > j,`3w-t 4 S -„ ,; i Z7 i t Loaded on Pcfnt 500 The OHU Ornamental Joist Hangers are heavy duty, load FOOTINGS 3,500 POUNDS PER SQUARE INCH (PSI) F. WELDS - E70XX a �x«rte A*r6 j z, 1 r ;t; , ?f. ( -.-i t. _= r4: t, sf,, , m -- rated joist hangers that are attached with Simpson Strong Ties . ;u WALLS 3,500 PSI 2. SHOP PRIME ALL STEEL WITH RUST-INHIBITIVE PAINT. THROUGHLY CLEAN AND TOUCH Strong-Drive8 Y4 x3" double-barrier coating SDS Heavy-Duty .'d� r i rxmrnrrt~rtrr:-tr ts'.3t t t c�,rtc f r SLABS 3,000 PSI UP ALL STEEL IN FIELD WITH 2 COATS RUST INHIBITIVE PAINT. Connector screws (supplied with product). H t � � OHU ni«a'r a MATERIAL: 12 gauge ���'' CONCRETE THAT WILL BE SUBJECTED TO FREEZING AND THAWING DURING OR AFTER 3. CONTRACTOR TO PROVIDE COMPLETE SHOP DRAWINGS / SKETCHES FOR ENGINEER'S FINISH: Textured powder coated flat black paint. I _ i CONSTRUCTION SHALL BE AIR ENTRAINED SO THAT THE TOTAL AIR CONTENT (BY APPROVAL PRIOR TO STEEL FABRICATION. OPTIONS: No modifications.� CODES: See page 12 for Code Reference Key Chart. B�j` " ` vf� VOLUME) IS BETWEEN 5% AND 7%. 4. ALL STEEL CONSTRUCTION SHALL BE PERFORMED BY AN EXPERIENCED CONTRACTOR(S) ns a a on HAVING 5 YEARS (MINIMUM) EXPERIENCE WITH SIMILAR PROJECTS. Typical Installation ,,: • ;. CON MATERIALS SHALL CONFORM M M) E EC ,_ : •, , _. _ I • .�.: _ PI . Dimensions No, of SDS'/^x3^ OF/S? sPF/HF CRETE MAT ORM AS FOLLOWS: `°>� � •-'- ' ' � Model Joist C n Ga Wood Screws Uplift Floor Snow Roof Uplift Floor Snow Root CEMENT ASTM C150 TYPE 11 0.45 MAX. WATER-CEMENT RATIO ...,. � No, Size W H B 1 , Load Tables, Technical Data and In,stailation Instructions##.' �i Face Joist (160) (100) (115) (125) (160) (100) (115) (125) DO NOT ADD WATER AT THE SITE. - OHU46-SDS3 4x6 12 39/6 5 4 6 4 1930 2520 2900 3150 1390 1600 2070 225o AGGREGATE ASTM C33, MAXIMUM SIZE OF 3/4 INCH St�r/� p.jt OHU48-SDS3 4x8 12 39/,6 6'/a 4 8 6 2765 3360 3865 4200 1990 2400 2760 3000 AIR ENTRAIN. ADDMIXTURE ASTM 01260 / !I ngrD w� �f e er �� ru T c!u�---- . _ _._._ _ _ _ 4 WATER REDUCING AGENT ASTM 01494 V 1! H 1 C f 7 (cont.) CEMENT SHALL CONFORM TO ASTM 615,P��H �FMA�sq STEEL REINFORCEMENT STEEL REINFORCEMENT o�.:NI�+IOL,as riesep,•o&rtsireava+�it!ryils�.ttacr�;tro.7alceress�npretacti n. ,4 :tinaar' r�dlrc!s n x:'teepr� ;e,.caIiarrrpt1vtorrest,�3,,ogMitltlleSt'��tC'te GRADE 60 AND WELDED WIRE FABRIC TO ASTM A185. DETAILING, FABRICATION, AND G� SDWH — 2012 and 2015 IRC Ct�rr)pli ant Spacing far this finis m�tl arsa terra• z , IWIN this 00f.lia.. aleck k*r, , 51MMCM 5r.'arT-Tl6 for derarrs rtD C'cnrr� rsfscr&:s• see a � �/ tui mode ir, fomt, bbfl. PLACEMENT OF � F. �+ Sawn Lumber Deck Ledger to Bim BO�:rrCl r � ALL STEEL REINFORCEMENT FOR CONCRETE STRUCTURES SHALL � �lA1�FERANTE N . Allowable Tension Defteclton STRUCTURAL CONFORM TO ACI 315 Strap Dimensions Seat Fasteners ,. at Hiyliesf Code o , No. 52690 Mal. Thick- " HALL CONFORM TO THE AMERICAN CONCRETE Madel o ., � • , ,;,.. .r .;: No. Anchor r�l•!Loads t6o 5. WORKMANSHIP ALL CONCRETE WORKS � (Ga) Yrr t nRss Fasteners ^ DFtSP SPtMr Allowable Report INSTITUTE'S GUIDE TO RESIDENTIAL CAST-IN-PLACE CONCRETE CONSTRUCTION its „h€ r i Bolts S!z Load SSiOaG tom.-, - (AC1332R-84) AS WELL AS TO THE LATEST REQUIREMENTS OF ACI 301, 302, 303, NAL .. r s a•t0 x1 , 21x... 1310 1125 0.180 x , ' c'.y° F-1 Ort x 19,t. LTT19 16 i>, 19l• 1" �'� 31;:. 0 1157 0,157 PROPERLY CONSTRUCTED AND WELL' AND AS APPLICABLE. ALL FORMWORK SHALL BE 3 m t• 10,Odx1',% x �,a., 12155 1165 0.195 9 AND TRUE CONCRETE SURFACES. B BRACED TO PRODUCE PLUMB, STRAIGHT, LEVEL s 6 5 4 t s, I/T. r, OWED, PILLOWED AND IRREGULAR WALL f I11 P LTt2_B 12 2 iJ: r , " d•?« to 1"ds x s ' 1625 129a 0.183 87) f4' � e SURFACES ALL NOT BE ACCEPTED AND MAY j 2 Soh J x� .� 1625 1407 0.183 1'. •4) REQUIRE REMOVAL AND RECONSTRUCTION AT THE iii #t f' st's'�`'=1 r t t '� LVL 13 11 9 8 7 LTTI3t 18 3-1,4 31 1N t/« � 1s 1+o x1' +xY 135 1162 ta.7g3 1 '� e� Pr ► •� CONTRACTOR'S EXPENSE. e ,t 18-1Odxt'A, 2 x H1L 3105 L'.t)86 L1 tw r?gUrr+ro i / , �~�� e`' HTT4 11 2V, 12YA 13 r .1€ Va 18 16dx2 rh 36 n. IPT F4 ° s " ►{ ( ,r ,; • n 3 x.', = 123a 47 -,23 hs 2x ,P,D�x�FFNF a t2 8 7 G� I. Ali'. ,•n , t2r- r 11„ .:. .., C F C C u.11L 1Csd i 0�^, •" I' q 5 26-10dyl V 3 x 430 3747 0.120 L1 g HTTS ti 24'i 1F 1 rrc r/,r �;$ 26-1 9 J x 3'': 4670 40115 0116 1Pr,1 d % 1 "CYST. Zri 164.4-2 a . x 3:, 5000' 4375 0.135 f raft=c tt 9 a r t; 1x S.?4,'i1�1°it'1f.1 h .•. __ I 1"^,e'LVIL �, 1 E 5 r 4 ., Sr t '� {t ,,. +rzC ''t� 11» 1: 0 ,t„`< HTT3KT 11 2'rr 16 1V-r. Vtf Fl, 26-SL 010x2 r= x 5.145 5361 0.103 160 +~' -- i #�9 �.71 0101 tirertictf HTT4 2x�;DFL -27.r:HF 1 £ 7 6 5 4 4 �• HTl-S-'.'11 2'.`• 15 t` �31: Yet e4.L�:1 1='�r 1 x?s• .,ti �t;r� 4:--.100 tt,^1 Installation _ ­71 0.121 1. SU.", I Sr", , Cow: Y_r}J? avA ,iw'+k�' rn :012' 1: It `C I�ttA eX =,?ie a of K^rtr 3 ° _rf Imo? sit”. rt+r of _�' Y*v_t kra:f{ ,nY1 'r 1 -- 7i 1t�d=:�'.'i= 3 x 34's F 1 ti:07 s , TFo t.3'"^V:3 Sit:` x— W « r vo-� St-N IA i ivw ve a it-Try f� `• - xg "*kill ria 'i z+ .'x S i . ° < - y � r I, r5r =t`c l � K ��r,^-.R t 'i .� to c" hecn .t.; t� ;-, car+=, tr^<wn C , w 1. LiT I• � d� ,1:3 r1'?'s' t1u1 L'fi 1n:•••��r1: n' :rt t"t�9 �1t:' e'SGc� 1'I^ 1pL, ct tttrr:rQt+�, i ri,Ax", r'Yn-a r,,f m "-rrc f to rY r?, u" �i f:t r^•• t f;tri mar; an rxl x' nrnni k,� l ttt•h I rrer s -r r^ 3-ll w rt.€. rm mi F. t.,:K,� 2 „a rim t _ _ is 1..,^ala , , q r�lbs,rn ♦ c. LTT I t 1; .. t.(-. i 4.1,7 rr, r rr 'sr lr: rias.r i I 1 G1 c2t:., M a r tt ?.?T•sitr=x I _ir-KI C,,*,seryl ii':. rrr,'}vt". dt.'}° *" 'c f.X' v_f+.=#.Lute. Z,.f.� r re� "- `Y: at Lu'r tf u: 1'Y 44, tINf rr�F-.s^:' }i'1' �wi I s.t,l:�j (':' • ' r t c_- ,!c - _ i'ta.a ' ^ sen I, ' 3. � �t�•ahi Irz3 for HTT_ t r a R= � ? C_�r.r•g f :.� t•ra c lr�t., ..:,. n th� .,_..t • 2. Sck"i :'3 "'nr nt CANT+-'i sit t1 t,* ? r fir f t. tarn-r`:r r) Kee v, tv:y , Via *0 *,l it 1 t. •..2• fzr4n tuw t"-r<�re r f tra Vw9 w f :o C,, r 1e r !.{r r,'r Is 5,1"5 I': s. f7r C- = alit! • t 55 14- r- . c of. 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'YIKI 14 .� :"r' 1. rt ?<':=t Cl) N - 4 �• '+rit t'- cnin.,r_naa•.ua 4�c•- f � A- . ,xi lR"-""R n oflh,? i` r-,f1, D-.a ;�`l" t �,crvw win 3 «,e tr a :1 `• kr"Pi lr* 4nI, far ltrl f NOof of $ 0 Cr' @` .G r i;$` 1 F X c-'t+P r �'1s rttett" !;: ts'r ti k= �'rlmt 01 !'e t ! i , t,-?I trxn th, its#' sr :tta°rr : br'a'y t: tr ('Y � °°-- !:nvyct50 c;r,�'ry� I.SNrX,3%MEs+ "fi"tvvo,r:lrrtprt 1lYtrrxr rt`• ttrk, !rc•t ,*x1WcrY% 2Load ° °® °° N Transfer— Plates ransfer ° ®° -- Plates ° m 3• -' Supplied MP$°e' i �Je'P!'trCluJ I tz�*,rt frit +`+] 5r0^s are ffaq."ri�l W! mat thttkrw-, >Lr.'cp"t f�R�+ar s;.x �g n:rt• Ae shvm W CA"r�/ i • f. f 1(er CMP y v -- 1........,_...•._..".,._.�..., c•*-.rtc�+tr.3"h+am;?r>~rN*�••wrce 1' "Is 2" mn*nu•+r from w!f lclrta.-:X!% m (3�/$n 33/g" ttarxi i� � ., Tarp tro 0 e"71, ext NIM µor? t- -- e•sDssxtr�• (5tjZ"gBU�88R AnC 1'h' =- CONTRACTOR IS RESPONSIBLE ' ® screws own) or 1° 2) ABU88Z TO CONFIRM ALL DIMENSIONS �..... r'f? Y".'Oj 5rXr'rf5 s..:•' -_. .. 1 I &tOdxt%z' nails ° fir. �' -j c- me o m ) 8DwiN 7imberviiex I, ,}',' (BU101OZ similar) ;. A k�cr�rt� �• LSTA and msrA ON —SITE - C, r iY�rq,ey 6 HDG screw (shown) x win Taf+- into top plate, studs, or header ;; ABU66 (Pilot holes not shown) �—TiM —~ 1r:�"mtirnr nhnn ® = 'LDTT1Z 2" romita dcrk trRlorn d fr I w — 3' Min.Threatl B Y: ` ° r r an!Nindr-t 41V Penetration DRAWING NAME: PROJECT LOCATION: O CLIENT: SHEET: •s,srtta7 5(pA�twt DRAWING: • ! ENGINEERING NOTES NICHOLAS GIANFERANTE P.E. Typical DTT,Z Deck-to-House ALLEN OSGOOD 5 0 F 5 Laieral Load Connection 118 DRIFTWOOD LANE 10 CHARLES STREET l-H LrdgQr trRtm Board Assembly SDVYH Screw Spacing Detail i4 - for more information on lateral 1 °arrrrYy-frAk't r1 fi„ t f:? x. `.;t DTTtZ �� load connections, see technical ( 1 U.S. Patent Pending bulletin T DECKLRTLOAD PROJECT NUMBER: YARMOPUTHPORT MA SANDWICH, MA 02563 art r�r wcnti rfirrt°�t fix rPr t : t a` ._rt „s) ', I DATE: kS 5 11302018 508-280-9896 30 NOVEMBER 2018 6X6 POST (2) 2" BOLTS WITH— WASH ER/LOCKWASHER/N U T ITH—,WASHER/LOCKWASHER/NUT BEAM 4X8 WOLMANIZED VERSA LAM 1" NOTCH FOR BRACE EACH END BRACE 4X6 WOLMANIZED VERSA LAM LEDGER FLASHING 2X8 LEDGER BOAR 4X4 WOLMANIZED VERSA LAM FASTEN SHEATHING TO POST WITH 2 ROWD 8D RING NAILS @ 4" O.C. FOR ENTIRE LENGTH OF POST BALCONY DECK SUPPORT —SIMPSON S' SDWH TIMBER HEX,1 PER JOIST BAY, TYP. �IMPSON 5" SDWH / TIMBER HEX, 1 PER 11 BAY. TYP. SIMPSON BC60 POST CAP 2) 12"SDWS LOG SCREWS 2) 2" BOLTS WITH WASHER LOCKWASHER NUT 2) 12"SDWS LOG SCREWS V2X52 ERSA LAM POST 1)) 6STEEL PLATE GALVANIZED OR PAINTED SIMPSON ML24 ANGLE WITH 2" EPDXIED BOLT INTO CONCRETE, 5" MIN. EMBED —TYPICAL BOTH SIDES OF POST BALCONY SUPPORT BRACKETS 5/4 "X6" DECK BOARD 2X12 TAPERE X6 @16"O.C. P. T. 2X4 SET FLAT_ VERTICAL BLOCKING 0.060 EPD UNDER BUILT—UP P RUBBER ��� \OSTS\ ROOFING i XISTING 2X10 " HIGH DENSIT /� JOIST @ 16" RECOVERY BOARD O.C. 1 /2" CDX PLY. _..... I 2X6 T&G BOARD l / SIMPSON HUSC48�'� CONCEALED FLANGE HANGER ��\ ��' 1.5"X5.5"LVL WITH 3 SDS SCREWS, OR �\ ��� EQUAL, TYPICAL TRIPLE 1.75"X10" LVL 2X10 P.T. LEDGER, ATTAC WITH 5" SIMPSON SDWH TIMBER HEX @ 8" O.C. AND STAGGERED, SEE SPECIFICATIONS 5/4"X6" DECKING ATTACHED WITH (2) 2 2" DECK SCREWS EACH SLEEPER DETAIL A SLEEPER ASSEMBLY @ 12" 1 1T. 2X12 O.C., EVERY OTHER SLEEPER TO BE .T. 2X12 CENTERED ABOVE FIR .060 RUBBER JOIST BELOW ROOFING 1 /2" HIGH DENSITY RECOVERY BOARD 4" WIDE, MIN., RUBBE 1 /2" CDX PLY PAD BETWEEN SLEEPER AND RUBBER ROOFING 2X6 T&G BOARDS X8 JOIST DETAIL ROOF DECK FRAMING FRONT VIEW 1" _ 1, -Off SIMPSON LSTA 24 OR EQUAL SIMPSO el BC6 OR EQUAL/ � t � Jim— POST JOINTWE�/ DETAIL OPTION 2 2 SEGMENT POST 1/2" -1'-0" PORCH ROOF PITCH 1:12 SIMPSON H2.5r EACH SIDE OF RAFTER DOUBLE 1.75X7.25 WOLMANIZED LVL CONTINUOUS 5.25X5.25-- WOLMANIZED VERSA—LAM POST, TYPICAL 5 LOCATIONS X8 @ 4' 0. C. (2) 1/2" BOLTS/WASHER/LOCK WASHER/NUT IPPED P.T. 2X12 VERTICAL BLOCKING UNDER BUILT—UP POSTS CAP FLASHING OVER LEDGER BOARD 5/4 X 6 DECKIN FOR 2 SEGMENTED—,,,,, — POST SEE DETAIL OPTION 2 / t (2) 1 /2" BOLTS/WASHER/LOCK �ME WASHER/NUT�� I// —'P.T. 2X10 JOIST DOUBLE 1.75X7.2 @ 16" O.C. WOLMANIZED LVL SIMPSON ABU66, OR EQUAL, TYP. GRADE 2X10 P.T. LEDGER, ATTACK -IJ WITH 5" SIMPSON SDWH TIMBER HEX @ 8" Q.C. AND STAGGERED, SEE SPECIFICATIONS ICE AND WATER SHIELD BEHIND LEDGER BOARD PORCH SECTION i 1 /2" = 1'-()" 54 NOTE: CONTRACTOR IS RESPONSIBLE TO CONFIRM ALL DIMENSIONS ON-SITE mm 0-40,2�%' p- -3' CHEEK ORMER ROOF [-3' CHEEK FD 1.75X11.8 LVL RIDGE 12X10 RAFTERS, ALIGN WIT 2X6 RAFTER TIE, 2X6 EXISTING RAFTERS OTHER TYP. EACH RAFTER SIDE OF RIDGE, TYPICAL WALL BELOW RAFTER VER—FRAME I "A" DORMER ADD BLOCKING FIRST 2 BAYS @ 4' I � O.C. 2X BLOCKING ABOVE WALL WITH NOTCH CUT FOR VENTILATION, TYP. 4 SIMPSON 3 TIMBER HEX SCREWS RAFTER TO BEAM, TYPICAL 6 LOCATIONS 3 PLY 1.75X7.5LVL 9LALL SIMPSON H2.5 TYP. TOP PLATES,(2) 1.5"X5.5"LVL CONTINUOUS 4 SIMPSON 6 TIMBER HEX (,) ' FOR ENTIRE 26 WALL SCREWS EACH BEAM TIE, SPAN TYPICAL 6 LOCATIONS 3 PLY 2X6 POST 2X6 SIMPSON CS16 STRAP, BEND 3" MASTER BEDROOM STUDS @ OVER THE TOP PLATE, EXTEND 16" O.C. 8" BELOW THE BOTTOM OF THE HEADER, TYP. XISTING 2X10 RIM BOARD HEADER SUPPORT, ALL TOP PLATES,(2) (3) 2X6 KING 1.5"X5.5"LVL CONTINUOUS g E; STUDS, (2) 2X6 FOR ENTIRE 26' WALL W JACK POSTS SPAN 3 PLY 1.75"X10"LVL TRIPLE 1.75"X10" LVL FLAT "BEVLD PT 2X12 ON THE EE CUT FROM 1.75"X11.25" ul UA UA EDGE5 SDYV 10 (2) TV40 @ LVL EA.RAFTER 16" OG 4—SIMPSON CS16 — STRAP, TYPICAL QL 2X6 — CD STUDS @ /51M�P�L5\ 1 16" O.C. 2X8 TER5 @ 16n O If " IMP. L50 ANGLE CLIP @ 16 OG 12'-2"' MAX FASTEN Y415DY4 3" ADD TRIPLE 2X1 VERTICAL SOLID &'-o" --•� BLOCKING BEHIND XISTING 2X10 RIM BOARD RIM JOIST, TYPICAL TOP VIEN ROOD OVER DETAILS AOR W ROODS ---- ---&-TOP OF DECK LEDGER — — — — — -- — — — ---- -- -- -- — — --- -- -- — — — — -- — — — — -- I 2X10 BLOCKING TYPICAL EACH BAY X4 STUDS @ 16" O.C. TYP. SIMPSON HTT5 OR DETAIL EQUAL, TYPICAL 2 LOCATIONS TYPICAL "A" DORMER OVERFRAME /8"DIA. GALV. THREADED ROD WITH SIMPSON AT—XP ANCHORING ADHESIVE. 7 1/2" EMBED MIN. TYP. 2 LOCATIONS ° a. .v OURED Q m . CONCRETE FLOOR ----------------- d _ ____ _____ _. ______°________ °C -------- --------------- ----------------.--F---- — — — — ------------------- --- — -- aa a ° OURED CONCRETE FOUNDATION a SECTION s3 �P�ZH OF hkfAq ' NOTE: MAIN ROOF �o�� NICHOLAS F. o CONTRACTOR IS RESPONSIBLE SECTION VIEW GIANFERANTE N STRUCTURAL .� No. 52690 TO CONFIRM ALL DIMENSIONS FRONT WALL 0 �� °���GISTS ����`` FSS/O L ON—SITE 1/211- 11-011 DRAWING NAME: PROJECT LOCATION: BY: CLIENT: SHEET: DRAWING: ENGINEERING NOTES NICHOLAS GIANFERANTE P.E. ALLEN OSGOOD 3 OF 5 118 DRIFTWOOD LANE 10 CHARLES STREET PROJECT NUMBER: YARMOPUTHPORT MA SANDWICH, MA 02563 DATE: 11302018 508-280-9896 30 NOVEMBER 2018 MAIN ROOF PLAN VIEW 1/4" = 1'-0" STRUCTURAL MEMBER SCHEDULE © CEILING BEAM 3 PLY 1.75"X9.5" LVL ([)CONTINUOUS RIDGE BOARD 1 PLY 1.75"X11 7/8" LVL JQ DOUBLE RAFTER DOUBLE 2X10 Q COMMON RAFTER 2X10 @ 16" O.C. Q DORMER RIDGE 2X10 N OTE: CONTRACTOR IS RESPONSIBLE TO CONFIRM ALL DIMENSIONS ON-SITE BLOCKING T 2 BAYS, @ 4' O.C. EAM TO POST ONNECTION, SE SIMPSON TS20 2 SIDES ,F POST, YPICAL BEVEL TOP WALL PLATE SIMPSON HS TYP EACH RAFTER WALL 2X6 @16"0. C. / JCEILING BEA ETAIL 1 EILING JOIST 4X8@4' O.C. D BEVELE CEILING BEAM 2X8@16"0.C. BLOCK UNDER DOUBLE 2X6 X6 VERSA LAM RAFTER POST SIMPSON BC60 HALF POST BASE SIMPSON HTS20 2 SIDES OF POST 5 PLY 2X4 LACED POST VERTICAL BLOCKING BELOW POST ETAIL 2 BOTTOM POST CONNECTION " LALLY -'--3'X3'X1' CON C. FOOTING, 3000PSF MIN. 1 SECTION s2 MAIN ROOF 1/4" = 1'-0" SIMPSON BC60 \ HALF POST BASE SIMPSON HTS20 2 SIDES xx OF POST VERTICAL _ BLOCKING BELOW POST DETAIL 2 BOTTOM OF POST CONNECTION DRAWING NAME: ENGINEERING NOT PROJECT NUMBER: 11302018 PROJECT LOCATION: 118 DRIFTWOOD LANE YARMOPUTHPORT MA ROOF RAFTE ROOF SHEATHINI SIMPSON 1 O X 1 2" NAILS INTO SIDE OF RAFTER SIMPISON H2. SIMPSON 10D X 2" NAIL THROUGH PLYWOOD SHEATHING AND INTO WALL PLATE SIMPSON DTT1 WITH 5" TIMBER HEX SCREEN' ���\ IMPSON DTT1 WITH 5" \ TIMBER HEX SCREW i 4 X 8 @ 4' 0. C. / \� X8 @ 16" 0. C. Vi m f i i SIMPSON LUS28, TYP. SIMPSON ORNAMENTAL JOIST HANGER SIMPSON BC6 OHU48-SDS3, OR OR EQUAL EQUAL DETAIL 1 CEILING BEAM ROOF RAFTER ROOF SHEATHIN NAIL SHEATHING T BLOCK WITH 8D GALV RING NAILS @ 4" O.C. 2X BLOCK, BEVELED AT TOP T MATCH ROOF PITCH, FASTEN THROUGH RAFTER AT EACH END WITH (3) 12D NAILS SIMPSON 10D X 1 2" NAILS INTO SIDE OF RAFTER SIMPSON H2. SIMPSON 10D X 2" NAIL THROUGH PLYWOOD SHEATHING AND INTO WALL PLATE EXTERIOR WALL STU TYPICAL RAFTER END CONDITION - SIDE VIEW NTS 2X BLOCK, MAY CUT 3" TRIANGLE FOR VENTILATION, TYPICAL RAFTER END CONDITION - FRONT VIEW NTS AFTER (END VIEW) 2X BLOCK, , FASTEN THROUGH RAFTER AT EACH END WITH (3) 12D NAILS XTERIOR WALL STUD BY: CLIENT: NICHOLAS GIANFERANTE P.E. ALLEN OSGOOD 10 CHARLES STREET SANDWICH, MA 02563 508-280-9896 ��P�ZH OF Mgss� NICHOLAS ctiG F. GIANFERANTE] STRUCTURAL No. 5269061 OISTS a �4 O S ONAL ENG\�� SHEET: 20F5 DATE: 30 NOVEMBER 2018 11 R "A" DORMER FRAMED OVER SHED DORMER RAFTERS(SEE OVERFRAME 1.1 DETAIL) BLOCK BETWEEN - RAFTERS, TYP. SIMPSON H2.5 RAFTER CLIP OR EQUAL, TYP. EACH RAFTER GARAGE DOOR HEADER 2 -PLY 1.75"X9.5" LVL, (2) JACK STUDS, (4) KING STUDS EACH END, TYP. 0 SIMPSON H8 OR EQUAL, TYP. EACH RAFTE� 2X10 RAFTER SIMPSON H 8, TYP. tV ao I 00 SIMPSON HTS20- TYP. 4 LOCATIONS DETERMINE BEAM MEMBERS TO BE ADDED UPON INSPECTION. DOCUMENTATION TO FOLLOW EVELED TOP PLATE 6) 12D NAILS HANG CEILING JOIST FROM BEAM "A" WITH SIMPSON\-2X8 JOIST LU S28 OR EQUAL, @16" 0. C. TYP. SIMPSON BC60 HALF POST BASE, TYP. 4 LOCATIONS SIMPSON LSTA 24 -(3) PLY 2X10 2X6 RAFTER TIE 16" O.C. TYP. 2X8 CEILING JOIST, FASTEN TO EACH SIDE OF DOUBLE RAFTER WITH (4) SIMPSON 5" SDW TRUS PLY SCREWS, TYP. © 4' 0. C. SPRINGFIELD CAP WITH 1/2" STEEL TOP PLATE "-3'X3'X1' FOOTING WITH (4) #4 BAR EACH WAY 1 SECTION s1 GARAGE SECTION 1 1/4" =1'-0" NOTE: CONTRACTOR IS RESPONSIBLE TO CONFIRM ALL DIMENSIONS ON—SITE I D( 1 2X8 RAF DOUB RAFTER Q 4' O.C.,' TYP. GARAGE ROOF PLAN VIEW 1/41 1 = 1'-0" ) BLOCKING ST 2 BAYS @ 4' NTINUOUS )GE CHEEK WALL ABOVE DOUBLE 2X10 RAFTER TO DOUBLE =R CONNECTOR, ;ON HUSC410, 2 LOCATIONS VERSA LAM .UMN,- TYPICAL 4 :ATIONS )CK BETWEEN -TERS OVER -ERIOR WALL, 'ICAL 2X6 RAFTER TIE 0 5) 5" SIMPSON 12 19 SDW TRUSS PLY TYPICAI --- 2 x 8 EACH SIMPSON LSTA24 SIDE OF \ DOUBLE \-6x6 VERSA LAM RAFTER D POST UNDER DOUBLE RAFTER, TYP. 2 LOCATIONS VERTICAL 2X& -------- X SIMPSON LSTA 24 BLOCKING A 2 SECTION sl GARAGE SECTION 2 1/4" = 1'-0" STRUCTURAL MEMBER SCHEDULE (Z) CENTER BEAM 2 PLY 1.75"X9.5" LVL ® DORMER RIDGE BOARD 2X10 C RAFTER 2X10 © 16" O.C. ® FRONT SIDE DOUBLE DOUBLE 2X10 © CONTINUOUS RIDGE 1 PLY 1.75"X11 7/8" LVL © BACK SIDE DOUBLE DOUBLE 2X6 © TIE FOR DOUBLE RAFTERS 2X8 (M -I COMMON RAFTER TIF I -)uF n 1F" n r jVk OF 4448 NICHOLAS cti� F. N� GIANFERANTE STRUCTURAL No. 52690 �FG S T ER�G��� SSJ :JAL E� u UVL. Lxb K^t- I =K' D E (1) 1.75X11 -7/8 L1/L RIDGE PL;hTE F 26-0" - I ROOF A55EMBLY: 5/5 COX SHEATHING YW O� 15 LB FELT ROOFING PAPER, AND ASPHALT SCHEDULE SHINGLES A5 PER MANF. 5PE05. I 30 EXTERIOR ELEVATION I LABEL � \ QTY FLOOR H2.5A / DIMENSIONS WIDTH HEIGHT RIO 30 EXTERIOR ELEVATION 2X6X7'4" @ 16" OG M U -FACTOR NUMBER QTY TYPAR & 1/2" COX R21 SIZE I DIMENSIONS WIDTH INSL. & 1/2" GYP INTR. R/O THICKNESS DL 0.3 4'-0" W01 1 2 46310 54"X46" 54" 46" 55"X411/2" oa 11 Z NOTE: BALCONY FRAMIN 001 1 2 AS PER AWG PECK GUID 22"X80"X1 3/4" Irn 501. 23"X81 1/2" 13/4" XNOTE: 4'X10' BALGO Y M4xb BRACKETS A D (2) 6X6 P5L'5 IN WALL z A00NY EE 5-4 0.3 TW26210 W02 I 2 2634 30X40 301 12 O 31 X41 1!2"I I . I� LLtn 2068 0.3 002 1 2 2066 23 9/16"X80"X1 3/4" 23 9/16 " 80 " 24 9/16"X81 1/2" ,rn W Fm 0.3 TW26410-2 W03 1 2 r��h lNih' I ©4 12 16" �G I © @ o u u EXISTING/PROPOSED MN. H5. NING SECTION BB 0 1 5 11111 SCALE R49 Q9 12 R21 �ry T -T' NEW (3 PLY) FLUSH 1.75 9.5 LVL BEAM SPAN 10' 3/4" T&G 5UB FLR. GLUE & NAIL 9.5 TJI @ 16" OG EX5T. 2X10 @ 16" OG REMOVE EX5T. SLIDER FRAME T FOR TWO TW26410 REFRAME 2X6 I I I R21 WALL W/P5L'5 FOR BRACKETS I I ( I I NEW PARTIAL 2X6 L.B.W.(5'9") NEW FLR. & GL SYSTEM, INCL. NEW STAIRS TO 2ND FLR. r r R30 EX5 . GIRT in NEW PARTIAL 2Xb v i L.B.W.(5'9") LN PT 2X12 O EXISTING/PROP05ED MN. H5. NING SECTION B 0 1 I 5 SCALE WINDOW SCHEDULE O� DOOR SCHEDULE 30 EXTERIOR ELEVATION U -FACTOR LABEL NUMBER QTY FLOOR SIZE DIMENSIONS WIDTH HEIGHT RIO 30 EXTERIOR ELEVATION LABEL U -FACTOR NUMBER QTY FLOOR SIZE I DIMENSIONS WIDTH HEIGHT R/O THICKNESS DL 0.3 ADH2650 W01 1 2 46310 54"X46" 54" 46" 55"X411/2" oa 11 11068 0.3 001 1 2 11068 22"X80"X1 3/4" :221. 501. 23"X81 1/2" 13/4" 0.3 TW26210 W02 1 2 2634 30X40 301 40 31 X41 1!2"I I . I� LLtn 2068 0.3 002 1 2 2066 23 9/16"X80"X1 3/4" 23 9/16 " 80 " 24 9/16"X81 1/2" 13/4" Fm 0.3 TW26410-2 W03 1 2 5650 661/5"X60" 661/8" 60" 671/8"X611/2" �0 2668 0.3 003 5 2 2668 (2)15"X80"X13/8" 30" 80" 31"X811/2" 13/8" 2668 0.3 004 4 2 2668 30"X80"X1 3/8" 30" 80" 31"X81 1/2" FW6D6068L5 0.3 005 1 2 6066 72"X78"X13/4" 72" 78" 73"X791/2" 13/4" TW2b410-FW6Db068L5-TW2b410 0.3 D06 1 2 12868 152 5/1611X80" 152 5/161, 801, 153 5/16"X81 1/2" DOORS ONLY - O NOT DUPLICATE YANDOV45 TW2b410-FW606068L5-TW2b410 0.3 007 1 2 13566 161 3/8"X78" 161 3/8 " 78 " 162 3/8"X79 1/2" 00 5 ON - O NOT PLIC TE 1 OW a� 2668 0.3 D08 1 0 2668 30"X80"X1 3/8" 30 " 80 " 31"X81 1!2" 1 3/8" �J2468 o 0.3 D09 1 1 2468 28"X80"X1 3/8" 26" 80.. 29"X81 112" 1 3/8" NOTE■■ ALE P AN DIM N IO E PLU§/M,INU§ A DISCREPANCY IN THE PLANS, DESIGNATED 'S' SHE GENERAL NOTES: NOTE: ALL PLAN DIMENSIONS ARE PLUS/MINUS AND CONTRACTORS ARE TO CHECK THESE DIMENSIONS PRIOR TO CONSTRUCTION. 1.) ALL MEMBERS TO BE CONNECTED, POSTS TO BERMS, RAFTERS TO HEADERS, JOISTS TO PLATES OR BEAMS 2.) CONSTRUCT ALL DECKS & RAILINGS AS PER AV40 RESIDENTIAL DECK CONSTRUCTION. 3.) ALL Y4ALL SHEATHING MIN. 1/2" COX TO BE NAILED SD @ F EDGES - 12" FIELD. 4.) ALL ROOF SHEATHING MIN 5/8 NAIL 8D b" FIELD b" EDGES 5.) ALL SUB FLR. MIN 3/4" T&G GLUE & NAIL 5D b" EDGE 12" FIELD 6.) MLL TOP PLATE LRP NAILING 2'MIN. "b 16D j 1.) ALL CONCRETE Y4ALL5, FOOTINGS, SONO TUBES TO BE REINFORCED MIN. 3,000# FTG. Y4/2#5 HORIZ. MIN. 3" - MLLS 2#54 HORZ. TOP & BOTTOM VERTICLE #5 mIN. V OC 8.) ALL 50NO TUBES MIN. 12 DIA. ON 28 DIA. BIGFOOT OR DIAMOND PIER DP75-50 9.) Y4INDOY4 AND DOOR HDR. - SEE 51 THRU 55 FOR DETAILS 10.) BODY GUARD TRIM, ANDER50N 200 SERIES YqINDOY45, CEDAR CLAPBOARDS OR CEDAR SHINGLES SHINGLES, Y400D TRIM. 11.) AT ALL CL. J�TS NOT ON A V ALL (4) 3" TIMBER LOG CL. J5T5. TO RAFTERS D CONTRACTORS ARE TO CHECK THESE DIMENSIONS PRIOR TO CONSTRUCTION. IN AN EVENT OF ETS TAKE PRECEDENCE OVER DESIGNATED 'A' SHEETS. CONTACT ENGINEER FOR CLARIFICATION II cnE�z�� 3 � � N}�Ho� Ec��vi���uo L� O.U) OL N N � � •N � � tQ � N oEa,•N< E Elm E�.� v W 4) E �- S Ho3�NE N II LU O� r O W N r C11 W z V C,1/`��. Lu V0O L 0 Awtz< Q 3: 2~ Lu�- <o z < <NV 6 DL Qz 0 62 v s U.O 06 <0 }' LLQ Z Lu N qt LU N N z W C. LU r H Lu zoo ,(� z~0� L3}O O O W z y QzIL � L 0 Awtz< °o;tu A 2~ <o 0 < CL 6 DL LU (z Lu O � °o;tu 2~ <o 0 < o� mz 6 DL Qz < Lu Yo �o O < DATE: 0/18/2018 SCALE: AS SHOWN SHEET: A-10 R21 26'-0" -' CENTER BEAM 2 PLY 1.75"X9.5" LVL I DORMER RIDGE BOARD 2X10 I I � in I I 12'-0" ►� 32'-0" I I ROOF ASSEMBLY: 5/b'COX SHEATHING W/ ICE 8 26'-0" WATER, AND ASPHALT SHINGLEtS A5 PER MANF. onnF daacenn v. cr8" GDX SHEATHING W! 13,0„ .� ASPHALT SHINGLES A5 i ` / I LL—A / / I I 1 I 2X6;:'7'4.. 1 " OG — — INSP & & GYP NTRI I TW264101 1 FWDb G068 L5 I TW26410 I. IF ROOF ASSEMBLY: 5/8" COX SHEATHING W/ 15 LB FELT ROOFING PAPER, AND ASPHALT SHINGLES AS PER MANF. 5PEG5, II T D 2R10 RI GE PL4 TEE 2's@ b"D 5imp 2X oN BE�{ELED4X6 9 O 50 I 12 © 12 DOUBLE 2X10 MAIN RIDGE 1 PLY 1.75"X11 7/8" i (2) 75X 15 LVL TIE FOR DOUBLE RAFTERS 2X8 � N ui 2X(b7'4" 16" GWI _ _ _ _ _ _ _ _ TYPAR & 1/2" qDX R21 F TW26410-1 F— FY*50 j06& L5 �jn� 10 I 151-0 COMMON RAFTER TIE 2X6 o R49 n IN5L. & 1/2" GYP INTR. I I 1 %J E N •N O N E SE CONNECTIONS ETAILS PGS 3 I I I � N � � N •(a N O E"" z 8'-0" V-0" N�oo�u��No� N Z N � N E L__�I IL_ --1 (� E •N Q N N O (� O � � � O •p — — 4/4" T&G 51dr FLR. GLUE & NAILI 4) O .L � E > . 0 s N (� 4a N N N d � N O LIJ 4) Lu Z H `o •3 N •E N 5T. Fl0 17 OG W 0 EX5T. 10 @ 16" OG EX5T. 8X10 GIRT -- — — — — — — — — --I I I RFMOVE EX5T. LALLY- & REPLACE t5 5HOVIN 11-011 I I i I 19 r - v l 1 I I I I � in I I 12'-0" ►� 32'-0" I I ROOF ASSEMBLY: 5/b'COX SHEATHING W/ ICE 8 26'-0" WATER, AND ASPHALT SHINGLEtS A5 PER MANF. onnF daacenn v. cr8" GDX SHEATHING W! 13,0„ .� ASPHALT SHINGLES A5 i ` / I LL—A / / I I 1 I 2X6;:'7'4.. 1 " OG — — INSP & & GYP NTRI I TW264101 1 FWDb G068 L5 I TW26410 I. IF ROOF ASSEMBLY: 5/8" COX SHEATHING W/ 15 LB FELT ROOFING PAPER, AND ASPHALT SHINGLES AS PER MANF. 5PEG5, II T D 2R10 RI GE PL4 TEE 2's@ b"D 5imp 2X oN BE�{ELED4X6 9 O 50 I 12 © FRONT SIDE DOUBLE DOUBLE 2X10 MAIN RIDGE 1 PLY 1.75"X11 7/8" BACK SIDE DOUBLE DOUBLE 2X6 TIE FOR DOUBLE RAFTERS 2X8 � N ui I COMMON RAFTER TIE 2X6 o R49 n I FRAME NEW DORMERED ROOM > 2X6X7'4" @ 16" OG Wl SLIDER TO NEW 4'X22' BALGO 'S (SEE (4) NEW bXb COL TYPAR & 1 /2" GDX R21 NEW SUB FLR_ 1X3 STRAPI 2ND FLR. GAR PLAN) 112" GYP GL. WALLS I INSL. & 1/2" GYP INTR. �9 R21 12 5 I s 1 GARAGE A55EMKY/GONNECeION5 5E -1 Q I DO 17,1 I EX T. RM. REMOVE 8 RELOCATE \ II I EX T. BATH / m 3/ T&G SUB FLR. GLE & NI i 15'8" 4-/ -L - — EXST 2X10 16" OG F PT 2X12 ON THE FLAT "BEVELED EDGES 5DW 10"(2) TWO @ EAAAFTER lb" OG $IMP. L50 ANGLE CLIP @ lb- OC FASTEN W/SDW F @ I _ rn BA NY EE II EXST. &Y 10 GIRT TOP VIEW ROOF OVER DETAILS FORA' ROOF5 I EX5T. GARAGE REF ME FRr9NTv WALL 2X6 @ 16" OG /a" TY�E X I NEW 4" DIA. > L.ICONG 1 LLY COLS 0� SCALE I , � GYP.- � r I � I dJ D I I � rn W 612) FORMED 36"X36"X1' (2) FORMED 30"X30"X1' LALL* BA5E5 W/3#5 .4 LALLY BA5E5 W/4#5 EA. WAY EA. WAY MIN 4" BOT. MIN 4"50T. o I EXISTING/PROPOSED GARAGE SECTION G EXISTING/PROPOSED GARAGE SECTION GG o 1 5 SCALE 0 1 5 SCALE 26'-0" 13 1 1 1 1 (�) 1.75X11 5/8 LVL s � I II \ 3-0' EE CQNNIE�CTIOWS DET LS PG S- E MBR FRAMI G, HDR- - —j \ \ 355EMBLY/GONNIEGTIONS - SEE, 5- ���yyy...��� _ — — X5T 2X1 @ 10" OG I =,= CONT. 10- (3) PLY VL HDR —x F ----1-- — —T— —I 1f o'—I C PRO PO5 E D N EY4 PORCH/ROOF DECK SECTION AB SONO TUBES, CONSTRUCT DECK5, RAILINGS 8 W P05T5 AS PER AG RE5IDENTIAL DECK 0 1 5 CONSTRUCTION SCALE I I EXISTING/PROPOSED MN. H5. SECTION A & AA 0 1 5 SCALE II H "r Z L v -43 O .� V /Lu � N ui O V . r v) O 0 O CV o z Lu %J E N •N O N E � N � � N •(a N O E"" z N�oo�u��No� N Z N � N E •� (� E •N Q N N O (� O � � � O •p VSO 4) O .L � E > . 0 s N (� 4a N N N d � N O LIJ 4) Lu Z H `o •3 N •E N ��z PRO PO5 E D N EY4 PORCH/ROOF DECK SECTION AB SONO TUBES, CONSTRUCT DECK5, RAILINGS 8 W P05T5 AS PER AG RE5IDENTIAL DECK 0 1 5 CONSTRUCTION SCALE I I EXISTING/PROPOSED MN. H5. SECTION A & AA 0 1 5 SCALE nd ht.24" 2x4 v 2b'-0" EXISTING/PROPOSED MN. H5. Y4 NG 5 5 SCALE NOTE: ALL PLAN DIMENSIONS ARE PLUS/MINUS AND CONTRACTORS ARE TO CHECK,THESE DIMENSIONS PRIOR TO CONSTRUCTION. IN AN EVENT OF DISCREPANCY IN THE PLANS DESIGNATED 'S' SHEETS TAKE PRECEDENCE OVER DESIGNATED 'A' SHEETS. CONTACT ENGINEER FOR CLARIFICATION iV "r o v nd ht.24" 2x4 v 2b'-0" EXISTING/PROPOSED MN. H5. Y4 NG 5 5 SCALE NOTE: ALL PLAN DIMENSIONS ARE PLUS/MINUS AND CONTRACTORS ARE TO CHECK,THESE DIMENSIONS PRIOR TO CONSTRUCTION. IN AN EVENT OF DISCREPANCY IN THE PLANS DESIGNATED 'S' SHEETS TAKE PRECEDENCE OVER DESIGNATED 'A' SHEETS. CONTACT ENGINEER FOR CLARIFICATION Ow Z Q ~ z o zz�� V) O < O o HO�� LuQLuWE< 0 < Q }" a Lu O� Lu O .� V /Lu � � O O Oq o z Lu %J o < O �_- j� LU E"" z QLU N Z N <(NV w EL V o a 62 VSO LL C45 C Q Lu Z w CNLu ��z W 0 Ow Z Q ~ z o zz�� V) O < O o HO�� LuQLuWE< 0 < Q }" a Lu w W O V r' O Oq o z -� < O �_- j� m w QLU N Z N < w EL V o a DATE: 0/18/2018 SCALE: AS SHOWN SHEET: A- 9 a MAE �hJ�`'s��f�:.ET, —.N: A`•Z-f YAP" NOTE: ALL PLAN DIMENSIONS ARE PLUS/MINUS AND CONTRACTORS ARE TO CHECK THESE DIMENSIONS PRIOR TO CONSTRUCTION. IN AN EVENT OF DISCREPANCY IN THE PLANS DESIGNATED 'S' SHEETS TAKE PRECEDENCE OVER DESIGNATED 'A' SHEETS. CONTACT ENGINEER FOR CLARIFICATION � N < .O V (6 O .E O 3 � � Ec�oiN�aL�o o LE N L (� N N O 'N •� tQ N N E tQ E Az - M N O �.� ?t AZ V � � N 0 � L N N N N L71 N O N ` 'Q V W N N 31 — Ho3utS�•E�� Lu O�- 7- lSiLu w wIn tz Lu 0 O QTS Lu �- z (z Ln Op O w ov0� W o W Z 0s Q`yw HNz w ~ Z �z Z Q W `6 aL G LU Q z �z Lu tz Lu C O Q _z N Op O w z �� ~ Z �z Z Q J tl_ `6 aL Z: LU Q z �z <0�2 w AL Y° ~ �o O �¢ O W O •� W caww< o <tLQ}- w a Lu tz Lu O Q _z N Op a o z �� .� �z o J tl_ `6 w LU Q z �z J < w AL Y° ~ �o O �¢ DATE: .-0/18/20 18 SCALE: AS SHOWN SHEET: FBA _14 � or"= X R S T Fm L R' F RA M X, H;G% D it, E A X L SCALE0% 1 L_AdMk U a This Designer re mmends products by Shepley Lumber 90" i / x y iii All — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -------------------------- ---------- C� 9 / / / y o \ o \ \ g� � • I I C` ogs s \ / I H \ \ O \ \ \ \ /—--------------- -----J j 111F 42-0 / / \ \ A 0 b 6-11" 4'-1" 15'_5" 4' 0" 0 V. CF,G SEGTI N A 1 •_ 1 •� I \ \ 0 1 5 �l vo9ll [F�11 11 l ll l SCALE \ C (4 Y 2X POS (4 PLY P ST TO ELO FND) T 8EL 1N Ft D.) N (3 LY) LU 1. 9. 4'-2" �61-0 SEC. ------------- VN 42'-0" R n UP n I I rn 1 a — — — — — U3 IF SECTION A Y I� A pill L.IN , m r 0 NU i� V_ W � o I m in o ;p 1U n in m N m I C (4 Y 2X POS (4 PLY P ST TO ELO FND) T 8EL 1N Ft D.) N (3 LY) LU 1. 9. 4'-2" �61-0 SEC. ------------- VN 42'-0" R n UP n I I rn 1 a — — — — — U3 IF SECTION A Y I� A pill L.IN , 4 ee 0 1 5 5GALE • CONTRACTORS ARE TO CHECK THESE DIMENSIONS PRIOR TO CONSTRUCTION. IN AN EVENT OF NOTE. ALL PLAN DIMENSIONS ARE PLUS/MINUS AND ' T TAKE PRECEDE `NCE OVER DESIGNATED 'A' SHEETS. CONTACT ENGINEER FOR CLARIFICATION DISCREPANCY IN THE PLANS DESIGNATED S SHEE S O�_ 0 NU i� V_ W m I m i - 1U in IU N m Z oQ z� z w0)o m _ <O�z LU�_ LU z 0 LU 0 OL O < ` , V OQ 4 ee 0 1 5 5GALE • CONTRACTORS ARE TO CHECK THESE DIMENSIONS PRIOR TO CONSTRUCTION. IN AN EVENT OF NOTE. ALL PLAN DIMENSIONS ARE PLUS/MINUS AND ' T TAKE PRECEDE `NCE OVER DESIGNATED 'A' SHEETS. CONTACT ENGINEER FOR CLARIFICATION DISCREPANCY IN THE PLANS DESIGNATED S SHEE S DATE: 0/18/2018 SCALE: AS SHOWN SHEET: A-7 O�_ NU i� V_ W I LU 1U Otto IU Z oQ z� w0)o O <O�z LU�_ LU z LU OL O < ` , V OQ 621 (A OV < O LL O45 < LU LU LU V Z LU LU t1 LLQ N LU WE < O LU w DATE: 0/18/2018 SCALE: AS SHOWN SHEET: A-7 NU i� V_ W IU Z oQ z� O <O�z z LU to LU OL O —aw <� v11 o0 OQ (A (Z) < LU V 5zZ='iL LLQ Q LU WE < O 1YQ� w CL DATE: 0/18/2018 SCALE: AS SHOWN SHEET: A-7 NU i� V_ W � oQ o O DL z LU to LU OL O —aw <� v11 o0 OQ DATE: 0/18/2018 SCALE: AS SHOWN SHEET: A-7 F------------------------------------- --------------------------------------- 2'-2" --------------------- -----J I \ - -------------------- - — — — — — — — — — — — — — -- �l IF F -- — — — — — -- uq p �1 , NS 50. 42--0" !. m ATTIC ROOF EAVES 25'-4" X T -b" L------------------------------ j 26-0.. A% EIVING AREA R"mmilERS0119ml FL LOOR PLAN 8 50 FT OONA cl� L v% Y� �30 1 - - - - - - - --- T-6" LIVING AREA 4'18 50 FT Nw moi Arm lk V 6 �ILALE m 3 1 im M 0 NOTE: ALL PLAN DIMENSIONS ARE PLUS/MINUS AND CONTRACTORS ARE TO CHECK THESE DIMENSIONS PRIOR TO CONSTRUCTION. IN AN EVENT OF DISCREPANCY IN THE PLANS, DESIGNATED 'S'SHEETS TAKE PRECEDENCE OVER DESIGNATED 'A' SHEETS. CONTACT ENGINEER FOR CLARIFICATION lll� ti_ Irl PRIOPOSED SECOND F'"_mp[,Lo0R PLAN I'M IV I if AL =1 SCALE 0 it m Y-4" 2'-11" ADH 6 5 0 — — — — — — — — — _ 16'-1" 4'-10" X 6'-5" 42'-0" I — — L — — — — —ADH 6 5 0 — — C. .b000\ 00 \ ti,ne�z i J s \ q s a 0 \ \ s , — 6V fL0 , 3•' s o \ A 10 1 DO co B le I \ (SECTION B eApe . 101- Al -----ADH 650 V I 11 m BATH GL05ET I �\�� G��oN G ("10'-4" X 6'-11" - \ 5'-0" X 6'-1 2 -2" -10 4'-10" b'-8" 8'" m a + N 2X6 TACK L LINEN GL05ET conte 2X65TA WALL 003 SMOKE g — 04 D03 ° BATH D 8'-6" X i'-10" i D04 m _ --- I I I — --F7— -ALL N -MASTER- _TIn n 31.-3 X 25'-5"I I °OMe SMOKE 6 O 25'-5" I _ I m l II m �I I I II o f -- II I_ Z I - r i m m D04 DN I I I I I _NEW_ 2X6 _YqA _L W/FLU5H BEA _ _ L ABOVE 5EE PG 5-2 I cv I / I I N® c, I I 3 -0 / j 7% 12,-b r -F_ _ _ _ IF EAVE I I SMOKE a 2'11"X 11'-5• — — — — — — — — / I \VN I I I I / I \ I I ' " 51-011 Mipers Sconce J I I / I \ Minters Sconce _ I I - r \ I I LIN I I Miner's 5conce Miner's 5wnce �i I I 9'-11 3'-0" 2'-b" 11'-0" vi 20'-0' I I - I I I I I m oI i I z SECTION B SECOND FLOOR PLAN MK. HOUSE ----- -----J ------ ------ 12485 SECTION A 0 1 5 SCALE 1 u I V�J 5 SG yE 1 I� V 1 o I� Iv -0 NOTE: ALL PLAN DIMENSIONS ARE PLUS/MINUS AND CONTRACTORS ARE TO CHECK THESE DIMENSIONS PRIOR TO CONSTRUCTION. IN AN EVENT OF PRECEDENCE OVER DESIGNATED 'A' SHEETS. CONTACT ENGINEER FOR CLARIFICATION EPANCY IN THE PLANS DESIGNATED'SSHEETS TAKE DISCR 3 I I to � N E�z � � •a'tL � o � o '3 }' N a` u �s � O � � V O � .N •� ++ � � m •N N N_� to S✓— }'��u�oE�'� � � N 'p •N N � E � °'��_�°'�•_c� o � > t! u N EQ�c E�� }, O Fp-o•3utS�E�c°n �.1..� O� cSJ 1� �w� W_ W < O�o 0 Ow zQ�z� O Lu Q o Qlun w�-z 0 zz�o Z�` u <N�L W Q -1 a. o <ul�� X002 O 06Lu oQ Q z tu (y H N th W ° �.1..� cSJ 1� W_ W < Ow zQ�z� O Lu Q o V I O 0 zz�o Z�` u w W Q -1 a. o <ul�� X002 O oQ 0 Cl Z Lu A W < o°c a �.1..� 1� W_ W V/ O Lu Q o V I O O Z�` u w W Q -1 a. o <ul�� O oQ DATE: 0/18/2018 SCALE: S SHOWN SHEET: A-5 MER No �A rc im . .... rg TU 1 EXXK C R E E r E F E 1p M�4 fm omorm KAI UP sq 10 - - v Till' DE Irmplr F (11 E Ell T E L 6m kw", fq Fma EFm- fir. mm% a V, I Z M T A C E w- ir ME rssG p G E F 4 v v ........... . ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... .............. ...................... L_- 'T'h€ v Pasigner rewm-niends pmd,urt by She pley, Lum'ocr 7" AV OCT 19 2018 YARMOUTH OLD KING'S HIGHWAY /Vol/.I NOV 2018 SpU7'0 R�o 7 A -'&A MIN ! j L Qff Sys,l Oxt. z kn owtS tu, Ott zi z ...................... UJI fq Fma EFm- fir. mm% a V, I Z M T A C E w- ir ME rssG p G E F 4 v v ........... . ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... .............. ...................... L_- 'T'h€ v Pasigner rewm-niends pmd,urt by She pley, Lum'ocr 7" AV OCT 19 2018 YARMOUTH OLD KING'S HIGHWAY /Vol/.I NOV 2018 SpU7'0 R�o 7 A U141 Qff Oxt. z kn 7 Z tu, Ott zi z UJI Is s. 7- Y. a 05 ei z tu tu LU LU U141 Qff Oxt. z kn 7 Z Ott zi z Is s. 7- Y. a U141 Qff Oxt. Ott zi z Is Y. a z LU LU DATE: 10/18/2018 SCALE. SHEET: A-4 This Pesimper rewmmends products Lumber -... .. fD .. �s3 MI 71 Q "• z /'% y + .-; d� �'d y �;� aim .si ... pNa (31 z TEI -u r- ka IL7=114 ......, ....... e €.. <: �? .. Z; ru F% a€ .; : ,� b �p�� ®56 `k+a' Ti Cl P I 11T� eo �D 00000 0000❑ ❑OOO❑ ❑❑❑ ❑0000 00000 OOOODC ❑O❑ ❑0000 00000 0000❑ 000 ❑0000 ❑000❑ 00000 00m Om❑❑0 ❑000❑ ❑000❑ 00m B®0129 991299 2 9909F 12019 ❑m❑0❑ 00000 00000 00111 a� ' ��:�� 1 0 Om000 000❑ 00000 o01D ❑moo❑ ❑omo0 ❑o❑m❑ ❑mm 0000❑ DODO❑ 0❑OO❑ nnrn B❑❑PP : i isr Ln ��r.�«nz te :%'t's %'r%' s » j'_LM E-; PF0 H•<i,.,� %;> :� �r: � '':.`,ice;;; iii »„ �i' s.�i; iiia <ff,'z iiE WIN AVis; pp s»< G:;•»',� l t&>' _:�fi s' ;s»o: .,acc, Ht✓�":&z Av , UA LU Y" 0 ate'` Fnx l > g �r �t iza?tz:zs» �i . , i .....E.. '.... .....,.. ......,. ... S.. Qtt .b. fit ..:..'.. .:.... : ..,..... ......... ...... ..... a �� --v Rook r, } Y OCT 192018 YARMOUTH,' --- OLD KING'S HIGHWAY Ef m ❑ o ®#--:, ❑ m i o- m m ' NOV 13 2018 / FS/201 _ YF R11OUTH 01ZLN 'S HIGHVJAY SCALE: :+'::,,,, p », :.»s .:ki ,,,.,c, ,».», :p, , ,^i :�. 6;::r ;�.. z ,. �+ :a: ,. s' i ,. :, ,.; . '. �'ii :. ... si£? :: :,, � � %»A �: •sx,,,,•sz ..,a�� � „zfi A C L';•s � �7 ;'i� zi?i> ate,- E s�` .:':'%"'':: ;?� ,��'»::� bbSSS" ,:.;; »�� +f f Y; i. k.::.<6.::: ygf Nov 7 4 2018 +«... �.... !sG" � •. + ,• �,»»ss� ss.l?r� »,»Ga <,' .. »zit "s�:»ftx> ...... Wim. ss� di%s �+r 'ar.>a's "'::C "' <:.. N.S.iii;;Sn5" Fr ti»a r:Ssr<: 9%'s' �'•�:..:St.'. ,:� ...StiL+'t S: SSi.'�e..wr �5+:: T<�,: SOOT Vyn/ C'SHEET: iE�R/'c Mq e This lVasig ner re -commends proori hg 5ly Lum!nr ---------- ......... .................... ............ . -X:.. 9- 99 VD, r� ko, jg�-- F7 rg r H fu -�op FIV 011, In MUM ,ffm No, T �1411,3'3 cm 1;1_-Wlh 46"1 A L p c ry DEC 2 7 2018 HEALTH DEPT mol K r' s IIA u ran mECEI K E V, cD ol':D H OCT 19 2018 YARMO OLD KING HUTHIGHWAY `Fj7L77� fa NOV 13 2018 YAWAOuTH OLD KNG'S HIGHWAY �-,H j ReciFivel) NOV 14 2018 Oro YARMOURS CL T , MA Ll95 f Q� < L 01 F7, NID Ul 01 cz, j u ic :I r-5 4' (N r% tu Z Ev, 6 Z., C14 z NJ Ll95 f Q� < 01 F7, NID mu Z j u ic :I r-5 r% Z 6 Z., rm NJ K z I,- In < Ll95 f 01 F7, NID mu j u ic DATE:-. 10/18/2018 SCALE -. SHEET: ! 4 � This Designer recommends products by Shepley Lumber p � Rap+G u is Ulm r io si ou k ,-1� T ktj Uo I REVIEWED FOR BI.T.DING AND ZOMIN"G CODE COMPLI- ANCE, ERRORS OR G ^,ISSION'S DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY AS BUILT, COMPLIANCE. DATE: I -!f -/,' BUILDING (1 FICIAL !L r lelp--Iq•do"o ? g10- Iy,.00�aFt 5V-164''dl .F,l_i ti �'� �) ('Cr)I- 11t Mi C 5 - r a n t %ga; NOTE: ALL PLAN DIMENSIONS ARE PLUS/MINUS AND CONTRACTORS ARE TO CHECK THESE DIMENSIONS PRIOR TO CONSTRUCTION. IN AN EVENT OF DISCREPANCY IN THE PLANS DESIGNATED'S' SHEETS TAKE PRECEDENCE OVER DESIGNATED'A' SHEETS. CONTACT ENGINEER FOR CLARIFICATION i! ff N Z 3 Co O Im -0Mx012caN.a� �EN�o64- o< �*L-0•- 4) r � � o �'•`�>O•C��O� °�— CDtt E� a a V W 0 lu �o3sN�•E�� O� to AMS V. R-AYOU"S A=9 to Am 10 D IES U"'w M 5 kliIiio- U U G H k ,-1� T ktj Uo I REVIEWED FOR BI.T.DING AND ZOMIN"G CODE COMPLI- ANCE, ERRORS OR G ^,ISSION'S DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY AS BUILT, COMPLIANCE. DATE: I -!f -/,' BUILDING (1 FICIAL !L r lelp--Iq•do"o ? g10- Iy,.00�aFt 5V-164''dl .F,l_i ti �'� �) ('Cr)I- 11t Mi C 5 - r a n t %ga; NOTE: ALL PLAN DIMENSIONS ARE PLUS/MINUS AND CONTRACTORS ARE TO CHECK THESE DIMENSIONS PRIOR TO CONSTRUCTION. IN AN EVENT OF DISCREPANCY IN THE PLANS DESIGNATED'S' SHEETS TAKE PRECEDENCE OVER DESIGNATED'A' SHEETS. CONTACT ENGINEER FOR CLARIFICATION i! ff N Z 3 Co O Im -0Mx012caN.a� �EN�o64- o< �*L-0•- 4) r � � o �'•`�>O•C��O� °�— CDtt E� a a V W 0 lu �o3sN�•E�� lu O� d V. �w (Y W Oho V I— LU Ln o Z Q3:?- O z O Q�z� O GL111 V Ln Z Ln < Cl g z <OQ2 —t F— (L o VSO 04 U. ca LU WQ N Z N LU Z I— O� z W In LU >0 lu d V. (Y W x Op LU o Z � O z O Q�z� O GL111 o Z Ln LU — 1j) g z <OQ2 J (L CL 04 Z O� LU >0 u QZLL LU QLUW< < lz a lu V. (Y W Op o Z � � z O O GL111 LU — 1j) g z J (L O 04 DATE: f 0/18/2018 SCALE: AS SHOWN SHEET: A-1 —4 CB DH FND`— / DR1p (TOt N. U 1 DICE # 18-372 ROCKY INTERTIDAL SHORE LOT 1 LEGEND 99— EXISTING CONTOUR X 99.7 EXIST. SPOT ELEV. —[99}— PROPOSED CONTOUR 198.4] PROPOSED SPOT EL. OCATCH BASIN m� UTILITY POLE W WATER LINE NOTE. NOT ALL SYMBOLS MAY APPEAR IN DRAWING / 31 31 /3 3F ,3 11~ -11 -It NOTES 2. MUNICIPAL WATER IS EXISTING 3. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 5. EXISTING SEPTIC LOCATION PER TIE -CARD ON FILE WITH THE TOWN. 6. WETLAND RESOURCE AREA DELINEATED BY BRAD HALL OF BLH ENVIRONMENTAL CONSULTING i LOCUS MAP ASSESSORS MAP 128 PARCEL 3 LOCUS IS WITHIN FEMA FLOOD ZONE X (AREA OF MINIMAL FLOOD HAZARD) AND ZONE AE (EL. 9) AS SHOWN ON COMMUNITY PANEL #25001 CO579J DATED 7/16/2014 MIN. LOT SIZE 40,000 S.F. MIN. LOT FRONTAGE 150' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 20' MIN. REAR SETBACK 20' MAX. BUILDING COVERAGE 25% OWNER OF RECORD CLARE B. DeCOSMO 2104 W FIRST STREET, #2302 FORT MYERS, FL REFERENCES DEED BOOK 31457 PAGE 3 PLAN BOOK 318 PAGE 29 PROJECT DESCRIPTION TO DEMOLISH BOTH EXISTING DECKS AND CONSTRUCT A NEW WOOD FRAMED, DECK STAIRS AND SCREENEDPORCH, PORCH, W/ A DECK ABOVE ON THE MAIN HOUSE, ALONG WITH (2) NEW, WOOD FRAMED DORMER ROOFS AND BALCONIES W/ NEW DOORS AND WINDOWS, (1) ONE DORMER AND BALCONY ON MAIN EXISTING HOUSE WING. (1) ONE NEW DORMER ROOF/BALCONY ON EXISTING DETACHED GARAGE. TO INCLUDE: RAISING ENTRY DECK STAIRS AND DOOR ON RT. SIDE, AND REPLACEMENT OF EXISTING REAR GARAGE DECK. ALL MATERIALS, SHINGLES, SIDING, TRIM AND COLORS TO MATCH EXISTING HOUSE AND GARAGE. BUILDINGS FACE NORTH TO FOLLINS POND, .AND ARE LOCATED APPROX. 1,000' FROM DRIFTWOOD LANE AND 20"+/— BELOW LANE GRADE. PLEASE REFER TO PLAN SET BY "YOUR PLAN STORE"; DATED: 10/24/2018 FOR COMPARISONS AND DETAILS. NOTE: ALL DEBRIS, CONTAINERS AND BLDG. MATERIALS WILL BE LOCATED ON EXISTING PAVED AREAS. DATE DANIEL A. OJALA, P.E., PL.S. SETS PLAN uml t: INuVCIVICSCPC I y, zu I O 18-372 DECOSMO.DWG